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Florida Building Code Online Pagel of 2 p V/iR. 1 ���� BCIS Home Log In User Registration f Hot Topics Submit Surcharge Stats&Facts PublicationsNR'� Contact Us �,BCIS Site Map,I Links I Search da *Product Approval ` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 tQ� Application Type Revision Or Code Version 2017 0 Application Status Approvedje Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com � Authorized Signature Ed Heritagep edh@foldingshutters.com fL,A Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By Troy Bishop,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2619 i Florida Building Code Online Page 2 42 1 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #17-082) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG 17- Approved for use outside HVHZ:Yes 082.PDF 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 Ioad.See FL17080 R2 AE FOLDING SHUTTER CORP. TITAN II sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Taliahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 (I),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: Credit Card Sate i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/12/2'019 GENERAL NOTES: I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY fTW/BUILDE)6 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1809 (NHVHZ) OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM&S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLED(OR 814 NDS WOOD SCREWS OR REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX, (ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND CB THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED IN ORDER TO VERIFY THAT COMPONENTS &ANCHORS ON THISP.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 R INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ___ ALLOWABLE STRESS FOR WIND LOADS-WAS MUSED IN THEIR ANALYSIS.A DURATION FACTOR CO . 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FIDE OR 814 NDS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. ----- -- --- - --- FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SUBSTRATE BEHIND SUCH PANELS. (H.F-T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE, FY-33 KSI (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS & ®SHALL BE f 10 X 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4.0 ITN BUILDEX TEK SCREWS, W/FULL THREAD PENETRATION. STRENGTH& 187.4 k0i TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTFG• 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW I% FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 k... 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ks;TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL IIW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S. R 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 ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SHALL 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 CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT W ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER,INC.TO MIN.f'c-3192 psi. WITH SECTION 1709.9.3 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.Pc-3000 psi. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f'c=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY NOTES- BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A7) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS S1W1 BE ENTIRELY EMBEDDED (7/8' INTO THE POURED CONCRETE. (B) 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 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL ANCHORAGER'SHALL BE AS DICATED ON NOTES Al &BE LONG ENOUGH TO EXA.2H OEVEMAIN STRUCTURE BEHIND SUCH PANELS, (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-9D. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING.AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC. TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES THIS �� BE B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. ,,1LL116L F'fk T�� PERMITS INTHESST SHALL EOOF FLORIDA O TO OBTAIN MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. P B.2) 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/11' INTO THE CONCRETE BLOCK DNR. NO A` `T•••••�• { FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LANG i• Q•441 7 = 02017 n7r¢ro WC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °gA''f1�' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. *T * - M 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE IL E C O LMe. FOLDING SHUTTER CORP. DATE SHALI.BE AS INDICATED ON NOTES 8.1 & 11.2 ABOVE. =��'•,� A 70110 HOhlREIT PUCE �{(. TILER TESTING h ENGINEERING COMPANY 411!Xt.]B0.SL.Sh X6,MPOOLL rt]1160 WEST PAW BTAC�L FL]341] ��,. t.> (c"Tr°LL''% M.1600-eu-anl 1 7-082 {6q 0a:wteca6oa.com ...taQ,np.nenensan OeAnna Nc IiH E6-0016710 WALTER A TLLDT Jr.P.E. uv 6mrt,Pi 6N6 •I P.E.SE�TJSI�,iNTURE/DATE RDWDA Lk.F"167 MEET 1 ei'13 7.000• � �1, ��5 E46, ` � r—r�]a• 'fir. - a B � I -r—r.nJe• „ 1.4111 I � 8� �ti o� .oar• 4.Jar� .e74• eta a � 'yy � rsw• ® SLAT NrINDOW ©L—END © FLAT END ----(TO-B£-USED FOR ALL INSTALLATIONS---- 6067-76 ALLOY 6063-75 ALLOY 6063-T5 ALLOY EXTERIOR CENTERPIECE- MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS TILirlrL+ ALLOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE CRADE ® .U�.rr.:IRIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20. 21 &•22 ON SHEET J.) xaea• Lea4• .e'1i- r-- 4.]la• aru• �zaGe•� a.74e• •w' rte. xorz _ .ue• _ �•rr0- •NI .rao• I� � I pp C c .061• .OGD _ .On]' .RSO K - _ ^.r 8 .IOD- g I _ a.067' .OQI' _ •d' .Oba• � � I,"�I _�• .6W I .M4'� I � D6r- GI .0e]• ana- zw-- J.7ra' �' 9 ® WALL HEADER 2���Mr`��� B.a ® CEILING HEAD�,'R BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL6HEAD TRACK 6063-T5 ALLOY 6063-T6 ALLOY 6063-76 ALLOY aao•A 1-zwa f-1 r2 '09O• COMPONENT o D It t2 u' ---------- xue .OPJ• .030' a 13 2' S" MAX. 0.125' 0.125" g ,'�,_ !K ,6 2- 4-MAX. 0.25" 0.25- �1 G� Q 1• 2' MAX. 0.062' 0.062' a44a• ® RAIN HOOD (1 ALL BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD 6 ALUMINUM ANGLE 606J-TS ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-76 ALLOY r.rJe• , d 001, PONEN TS 81 .300• rr'll���........-.: $ _ ,.. FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) • L�LJ ri i ; �. '•.ti 02017,uTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM cR"Mi ]]rr 3/8"�-16 ACETAL FOLDING SHUTTER CORP. 07/20/17OE © -2=0- / IL E61,E THUMBSCREWS ® LOCKING TUBES .fl. {��rl/�T TRLIT TESTING k ENGNEERING COMPANT 7660 NEYSTREET PUCE FOR & C� AT CENTERPIECE �9 _CORNER POST s' ICC�Y`` k� �°""°° " '°"""" ""'" "'�`°""8FG3 n""' -oaz r,..:�m,.]I_la>a... r„G„Gr, PN ,666 e4�a]7, 605J-T6 ALLOY 6063-T6 ALLOY ;�'C�•'•.�OR��P�•��Ir', -^�®tilt. aa.mm . AIfn h rtt n.wm ORAYNG No MIN. 28 !I2"LONG WALTER A - Jr.P.E. m ay. u" IQ sI� �Tfvrz FLORIDA Oc /44167 G 2017, ,� SHEET 2 o7 13 vNaac Xz (3)ROWS OF Ir Nat aauat¢e To"T TO MATTW eoc[ 1/4'0 HOLES EOP9 O FA SPACED 8o JIB 7-CYIP EACH SIDE TABLE 1: SOURCES FOR & 1 8 / aRfcn�s. I�. /�OF wrPD (SEE TABLE I) �� SLAT'S OOQp'/ SLATS rw.)ao TYPICAL PRDPERntS STANDARD SWC PaNAmE KNUCKLE 000 KNUCKLE— / �� REFERENCE F-7 /SaMCE PLASTIC nYPJ 686 arpJ I 10N Jl LEVAN IDT RESIN - - --- 8 8 2° PN,Sm.1. -QOQ - I WEWPNG SPECIFIC GRAY" ASTM 0792 IP/In O.o431b/vi OO I I [o J WINDOW I I 21T paegy TENSILE YILTD STRENGTH ASTM D636 9.400 P.cJ. 9.500 p.aJ. —� FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 13,400 P.a.R. FLEXURAL MODULUS ASTM D790 340.000 P.a.R. 345.000 P.a.i. 22 o O t$ as SNAP-W END IMPACT, Q 1.000'i5L4T CU"TOP 80TTOAI M NOTCHED IZOD ASD255 18 FT-IS/in 17 FT-Ia/in OF WINDOW y M �� \ (SEE TABLE?) FlRF R LININ-L:•otrTrRICnC9• H H 2 I SMOKE DCNSIIY ASTM.2843 47.2 X 64.5 X MAX Egg, PATE OF BURNING ASTM D633 C-1 CLASS C-1 LASS SELF IGNITION ASTM D1929 1040•F 950•f 1z INDOW I,�j SLAT WINDOW2 U / 10.060-TKCK WEATHERING: ASTM G155 d e POLYCARBONATE WEWING TENSILE STI D.AFTER WFA7NER 1 AS1Y 0678 9302 P..J. 8810 p..:. s 2� =III WINDOW(SEE TABLE J TENSILE STRESS BEFORE WEATHERING ASTM OBSB 8461 NOTES,NOTES, 1p.a.l. 8880 p.a.1. 1.000' 53 -AUK (?)WWNDOWS NAY BE IN ONE SLAT SPACED h I�_6 N A MhV/MUM OF 24'APART. WITH 12')WIN. FROM ENDS OF SLAT 70P&BOTTOM. 6�SLAT MUST NEVER E INSTALLED ADA7CENT TABLE 2: SOURCES FOR FurAwroa TO ENJERPI£CESQOR�, NOR AT CORNERS OF PRODUCT. AFtSlER TDiDL COMPANY O [ate TYPICAL PROPAIMES BLMX NYLON PART 00000 ® SLAT Wwow DETAIL i 20512VB o fREFERENCE k O O (ELEVATION) PH SICAL- SLATS / O�0 SLATS / 2° SPECIFIC GRAVITY ASTM D792 0.042 Ibl' KNLKK o O KNUCKLE WEWING MECHANICAL N (TMP) OOO (Typ) •Va WINDOW 3 TENSLE YIELD STRENGTH ASTM DSW 11.500 P.a.i. Og0 (J)ROWS OF �'J tl° 6 amP• FLEXURAL STRENGTH AT YIELD ASIM D790 15.000 p.ai. a a06P' FLEXURAL MODULUS ASTM D790 450.000 1 Q^Q 1/4'A HOLES ((({{{����[,� P.e. To FA SPACED 1rwK n9APAYc[ J18-APART NOTCH Ire �R.PH� °fO NOTCHED IZ00 ASTM 0238 0.6 Fr-b& TO WT90TIGM IN BOTHTa WTfMSnaY TNFRMM PROP RTI 9• [nce DIRECTIONS. i mcE ataP' P PT3P- COEFFICIENT Of THERMAL EXPANSION ASTM 0696 5.5 X 10 in/in-'F p �•I n �Lr 7LT�I �}FFA FLAUMAB811Y UL 94 V-2 1 Ail Z—CI, JNMI-�[l1 ElfIJ ICLE<- MFSTNG TEMPERATURE /SIN 03418 500'F —TO BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT ]EMPOII ELEVATION UNDER LARGE MISSILE AIAY INCLUDE PERFORATIONS AS PER 7535 DETAIL TYPICAL n SLAT WINDOW DETAILS -MAWINDOWSX. (?)WINDOWS N4Y 8E W ONE SLAT SPACED MIN.24 APART(k".EMERY FD SLATS). WZ 2p VIEWING WINDOW & 21 . 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE lM10 �<<�:- I SLAT WINDOW ELEVA TION a _ (LARGE MISSILE /MPACT� ��'ENS '•,�9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) • N°• 4167 _ 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ler: ��� FOLDING SHUTTER CORP. IL 07AO117 e����_ ILIE C O smc. 9p• arc J{FyClSK���(-�F 11 TIWT 7ES11H0 i ENGINEERING COMPANY 7009 M BEACH, PLACE aTF1 EV V .1 aTn�.wn. w.aro.Kraa.A PNPPa n atm W9sr PALM BFAcx.n 33417 17-082 � .La•••.......• \• 11 I(� t-taA- (iIJaT1-Ain PW f00o-843-5371 V 9:UKacPOPtl.com wn�laltirpMuOan.wm DRAWING No EB-0005719 1• WALTER A TLLIT Jr.P.E. X00' p°r P"1 -- - - - - - PSTA1./BfNA16E/DATE FLORIDA Uc./44167 m/ta/O v SNEER 3 of 13 1 2 3 4 4A 5 6 7 A �' (2J' v ®+ 13 I 1 A 4 i .�2ornIv/ 13 ,16 , 17oR 19 4 oR 5 18 (2) - Lu W O: N 'n 0 USE (2) AT 30" 15 ♦ c 2 ♦ NOTES ON & LOCKING TUBES I&AT©&®. N O.C. FOR PPNS n UP TO 99" 0 1. TWO (2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE (3) ®AT 30'O.C. AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER ANS SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE U o FOR SP LARGER INSTALTLED INTERIOR OREXTERIOR SCREWED TO TAPPED ENTERPIECES N n THAN 99' UP TO 144- 4QOR f LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. h a' KJ2. (2) LOCKING TUBES(�&SHAL ALWAYS BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES 4 ORI AT ALL INSTAL ATIONS. LOCKING TUBES +1 Q!9 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 1' T SEE LIMITATIONS FOR®ON SHE2 I i SEE END CONNECTION DETAILSI CONCRETE- COON SHEET 9 NCRETE BLOOCK ORFOR L,4;1 r O r 013 , ,07 + pO G , W000 INSTALLATIONS. O9 + 10 9O+ 10 + 13' , ,�+ 101 UNLIMITED WIDTH TYPICAL ELEVATION a► N.T S 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. IaA.Aa�ii Jj SEE SECTIONS 4 THRU 6 ON SHEET 6. 9 SEE SECTIONS 7. 7A & 78 ON SHEET 7. 1rf'I�ER A• SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW. 78W. 8W & 14W ON SHEET 12. 11T� ,`CEN•• � 'V S � � FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NO 44167 ®20,7 TILTECO WC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM DRAFN UY' v FOLDING SHMER CORP. °"kTE DATE O••'.G TILU7 TESTING•ENGINEERING COMPANY 7089 NEMSTREET PLACE - MIIf PAW LYML FL 33113 . �I • 619 ItL iln tt.t,,,iW,VC�GW pPOn�0.]]IM 6r1 , Rsn.:L�Tin-,a10 Lawlin-,13, 14 TeoG-043-6371 17 ORAM-082 P . ,/••••••••• ,,. 1 ma®GI� 70ooLcom m.foMligaluALin.wn ING Na . s OMAI &, WALTER A TRLT Jr.P.E. -- _ v:C•9&LOAutAltiiE/PATE FLORIDA Uc.f 44167 mrmA7 m SHE[7 1 OF 13 POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO. COIIffBC11011 O OPTIONAL RAN HOOD `PfgW1 RAIN N000 REQUIRED. NCRE" ,moi TRIMEXISING NON(DECORATIVE HEAD WALL 1--� 0.060'THICK S.S. r v NON-STRUCTURAL Y) (SEE SHEET 13) \ _RORER HOUSING ( (NON-STRUCTURAL) 1 1 (TYP) .-0 1.0002.500•MN.i u j ":� 1 S � ( MIN. E.O. ' /j (2)M10N /{ -�'�� ROLIFRs IrZT 1L'_ �>i CONNECTION I�'•a- �/ / / NpN-STRUCTURAL O.B55'0 ITYP) (SEE SHEET 13 ( ) 1 9� - 110oil I ' 11001, x 3'.$3'5.1.5.W/ - c Y 0.373'LONG NriAN u / I 13 3/16'ALUM. S/18•ALUM.POP RIVETS, _ _— _— BUSHNG W/A 0.150' CONT. POP RIYETS, a 0 1B•o.c. I (2•x4'MAX.) - - - LONG TOP SECTION 0.500' O.1 83'a0.270' O IB'O.C. O.D.AND 0.245'i.d.ANO x0030' 1/4.0 TTW BULDEX .3 0.223•LONG BOTTOM ULTRAFAS TAPCON W/ADVANCED SECTION 0.3200.0,AND WEATHER I MIN.SEPARATION "EADFOR/TECHNOLOGY 0.245'"i.e. STRIPPING EA POURED CONCF�TE TO GLASS OR 1/4'0 ELCO (m+J SIDE(TIP.) OR CONCRETE BLOCK (SEE SCHEDULE T or RETE FUER N PRODUCTS I SCREW x I'TEK 1 Or WALL REOUIREC ON SHEET 13) TZ CRETE-FLE1T w/1 3/4' I SCREW OR t/40-z0•tt' 3/16•ALUM. t NRL E6<BFDMFM O 6'O.C. I S.S.LLS WITH NUC B POP ,D.C. V L��!! WASHER O 4.O.L. O 10'O.C. r!�or POURED CONCRETE I / A I t OR CONCRETE BLOCK MIN.SEPARATION WAD.REQUIRED. I ) Cf TO aasS ( 1 or (SEE SCHmULE t ��• I �• a ON SHEET t3) Q�t W MIN.SEPARATION _ml� POURED OR CONCRETE $ (SEE SCHEDULE WALL REQUIRED.BLOCK� �r! ON SHEET 13) / Of CON (SEE NE Q i I 1/4'•x 1'TEN �t \ I SCREW OR 1/40-20•x1• s I S.S.MS WITH TILT & •1 i/ � ,� g I �/10.3' S.M.S.s.u .w/1/z-P�� /. � TAPCON rovA� WASHER O 4.O.C. , oil CONEn I 1 1'LONG NYLON 1TUSRHGS T18+EApFORN YECNNOLOGY (SEE SHEET c1 / LON rY.TOP AND 3/4WALL FACE MOUNTING INSTALLATION C°NST UOR CTTlo'N/4PRg.% is (SEE SHEET 13) LOIIEM TOP).EXCEPT AT CRETE-FIFX W/1 3/4' ROLLER HOUSWC(TYP,) SECTION 2 I (2•x4'MAX.) MIN.EMBEDMENT O 8'O.C. WALL FACE MOUNTING INSTALLATION S0 < SECTION 1 ANCHORI � / ,/2,--._ SPAONG ANQIfk7 J i r SPAaNG GROUTED BLOCK REQUIRED 1,000•';1 2300 MIN. 01---Io (MIN.t'c-2 kei GROUT)OR POURED CONCRETE MIN' E.D� EXISTING NON STRUCTURAL WALLTRIM(DECORATIVE SILL) O IO e-/ l.�ANCHOR EPA ONG STAGGERED ANCHORSPACING DECORATIVE WALL TRIM TRAPPED DETAIL 0 6 ,,,A..r..,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE 1'''�P��ER� Tll���-` Mq)L qS.D. DESIGN PS ECR IONc3 +65.0, -BD.D PS & CONCRETE BLOCK a �ceN `� ••�' ks�N•'•,'9•� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.T.S. 0, 4167 ®2017 DLTELO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMW.° 'L�" NOTE FOR COMBINATION OF S .TIONS: lk * T� E.D. = EDGE DISTANCE a7rio/17 1- MF SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) =�Q ,,�1( IL E C O ENc. FOLDING SHUTTER CORP. T20/ IN ANY WAY TO SUIT ANY INSTALLATION. :- ^�••••• .1 /6'�`� 101 TILLIT TESTING t ENONEERINO COMPANY 7089 KEMSTRELT PLACE L.1 •�( I I,= -�''x.BY.]0,NIYLM GYWS n l]ltl WEST PAW BEACH.R 33113 17-082 111 (am)m1-Imo.ro.L.wpTI-lm1 PH:1600-843-8]71 66�� :4TtACW►a I. �wJW9rg0.U— GRAVING Na T SEE LIMITATIONS FOR®ON SHEET 2 - OrYAI��'••• WALTER0:-00671TILUT Br.P.E. ol,�x. wv P.E.SFALffIGNATURE/GATE FLORIDA Lk./44167 o.A lwn _/n rn SHEET 5 OP 13 1/4'0 v 3/4'TEKS SCREW OR 1/4'.3/4' BOLTS W/NUTS&WASHER O 6.O.C.I ./ 0.060 THICK S.S. CONCRETE ED CONCRETE OR ROLLER MOUSING ' MIN TO GLASS ON MIN. CLASS CONCRETE BLOCK WALL i� TO Cl/55 REQUIRED SFE SCHEDULE OPRONAL RAIN N000 ,�y'� (SEE SCHEDULE HEFT 13E CONNEcnom C4 E0. EQ. / +'(NON-STRUCTURAL) ON SHEET 1J) 1!Of d ON SHEET III) ! Of '34 (SEE SKEET 13) 1 @ T +a ®T Tv N _#I 0.3'S.S.S.M.S.W/1/2.0 ALTERNATE 3/16'ALUM. ALTERNATE 3/16'O.C. 3/4"LONG NYLON BUSHINGS PCP RIVETS O 5.O.C. PCP flIVEiS O 5'O.C. (Typ.TOP)AND I•LONG(Typ. AT RTAR.I 1 AT REM. ' BOTTOM),EXCEPT AT ROLLER HOUSING(TMP.) ROLLERS 08 (TMP.) I n' „1 9 I E0.EC / _3/16'ALUM.POP RIVET•' •1: i I 3/16'ALUM.POP RIVETS - - '?91— - - ' -y O 10.O.C.BOTH SIDES O 10'O.C.'BOTH-SIDES 3/16'AUJY.POP EQ. n CL ORIENTATION N9 RNETS O 18'O.C. j10•J'SS S.M.S.W/ 0.373'LONC NYLON NT.0.163'. \-MN.3/4'PLYWOOD BUSHING W/A 0.150' I 0.270x0.030' \-MIN.3/4"PLYWOOD ' LONC TOP SECTION 0,500•I WIN. GLASS ON 1/2'MIN. REQUIRED UL7RAFAB REQUIRED O.D.AND 0.245'LA.ANO SEE SCHEDULE WEATHER 1/4'•TMCONS OR $ 0.223"LONG BOTTOM �( STRIPPING EA or 'y CREIE-REN(—� / O I/4"THRU BOLT W/ SECTIO 0.320'O.D.AND ON SNEET 1]) SIDE(TYP.) T du ANCHORS 6'O.C. // '1 / WASHER&NIJf O 10'O.C. 0.245'Ld. EAM SIDE. (TYP') 'x 1/4'THRU BOLT W/ 0 1/4'0 TAPCONS OR POURED CONCRETE OR WASHER&NUT O 5'O.C. CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL E ! pf REQUIRED �2'.{'OR 2•.511/8' POURED CONCRETE OR S'x311/8'6063-T6 CONT. ALTERNATE 3/16'AL M.- 6063-T6 Co.,ALUM. CONCRETE BLOCK WALL ALUM.MCIE OR BEM PUTS. POPRIVETSO 5'O.C. ��T ANGLE• REOUIREO AT I STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION -6 •z MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF i W � N 3/16'ALUM.POP RrVE`rS O MW.SEPARATION • 10.O.C.BOTH SIDES (SEE SCHEDULE ON SHEET 13) a '; I rALTERNATE LEG ! or OR E0. ORIF TATION T I� 1At41F1:110N CJ ALTERNATE LEG (SEE SHEET 13) &ANCHOR / ORIENTATION L 1/4'0 v 3/4'TEKS SCREW W/ W POURED CONCRETE OR 5/8'WASHER OR 1/4'a 3/4' •1 CONCRETE BLOCK WALL BOLTS W/NUTS&5/8•WASHER O ci REWIRED 4'O.C. •wr,u,,,,,,u.yr 8 pi BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4 (SEE SHEET 13) ,/ a TE. 1/4'0 v 3/4'TENS SCREW OR 1/4 s 3/4'BOLTS W/NUTS POURED CONCRETE OR / &5/8'WASHER O 6,O.C. INSTALLATIONS DETAILS INTO CONCRETE CONCRETE KIM. / REWIRED INal/ //II/i ww & CONCRETE BLOCK BUIL (ZSt.MOUNTING INSTALLATION 4A (BOTTOM) 1, SCALE N.T.S. All � FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: * EiQ•Q4�67 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIL E.D. - EDGE DISTANCE 1 �1�-� 201 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SITYIIER CORP. m ATE17 IN ANY WAY TO SUR ANY INSTALLATION. PATE 0 f �'•Q TICCIT TESTING&ENGINEERING COMPANY 7089 HERSTICEET PLACE • s•'••..... �f` aw wn.a..x,a.s3��,,,,w�-.teamn..Www „na1,ai,eo WEST PAW e&hCH.R 33413 a7-082wn„ PN:1e8o-643-6371 LIMITATIONS FOR 2 111 I:1a-9.W..— .a.u6MEp0See0n.rnm ORArIKc No ®ON SHEET NAI E@1�.L' C9-0106719 T SEE 1 WALTER A RLUT Jr.P£. a1.r oaa� an.r oono oNr --_. _ P.E.'SEAIr/90M(VRE/DATE FLORIDA Lie.,44167 , m,a-o,. m/ae/,7 a SHEET 6 of 13 E0. �• i POURED CONCRETE (— �pN C5 REWIRED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING r0OPNONAL RAIN HOOD 1 MON-STRUCTURAL) n (2)NYLON 1 /10.3•S.S.S.M.S.W/1/2'o ROLLERS 0.6550(TYP.) - .3/4'LONG NYLON BUSHINGS (TYP•TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER - --- ---- HOUSING(TYP.) 0.373'LONG NYLON 3/16'ALUM. BUSHING W/A 0.150' POP RIVETS, I LONG TOPSECTION 0.500' O 1B'O.C. O.D.AND 0.245'La.AND CONT,0.163.0.270'-0.030' 0.223•LONG BOTTOM ULTRAFAB WEATHER SECnON 0.320'0.0.AND STRIPPING FA.SIDE E1YP.) 0.245'i.e. I I ) or I ) I I ®t q MIN. CLAS ON I�Or }} TO CLASS T QJ't I J, a (SEE SCHEDULE W MIN.SEPARATION i w ON SHEET/3) v Iw TO GLASS (SEE SCHEDutF I R of �v I MIN. SEPARATION I c �J ON SHEET 13) i 1/4^o. 1'TEN SCREW OR TO GLASS w (SEE SCHEDULE L 1/4"0 1' S.us W I OPTIONAL FWN GUARD ( I NUT x WASHER•4'O.C. ON SHEET 13) 9 (NON-STRUCTURAL) I \ 7 ALTERNATE 3/16'ALUM. \\ OPf10NP1 RAIN GUARD POP RNETS Y 5'O.C. I (NON-STRUCTURAL) AT REAR. I �^y v ALTERNATE J/16'ALUM. E LEG n 9 ALTERNATE I POP PoVEfS o 5'O.C. LOCATION WfIH AT REAR. n 9 3/16'ALUM.POP WETS ANCHOR c4 / BION C7n 'n 3/16'ALUM.POP RM1£r5 O 10'O.C.BOTH 50E5 \ (SEE SHEET 13) (� lo'D.C.80TH SIDES EDGE OF / E IF /POUREO CONCRETET CONNECTION GO APPLICABLE REQUIRED (SEE.SHEEr 13 _ POURED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.D. REQUIREDi C6 •MIN.E.D. MIN.ED. (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 B'9 W SCALE: N.T.S. 1111��, T,......,C��`✓••. Y511� .'��ENS�•'•. FLORIDA BUILDING CODE (High At Non High Velocity Hurricone Zone) NOTE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE �Q,44167 •,: ®2017 MLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C FOLDING SHUTTER CORP. 07/10/17 IN ANY WAY TO SUIT'ANY INSTALLATION. = ST '� E C INC. GATE rJ CE TILUT TESTING a ENGINEERING COMPANY ST P MFLBEACH.f L 3 WEST PALM BEACH.6 3]413 17-082 Q'I T•'"��`11 L:�m"„.17 IGi.oro9"W� 'ro' f rph nmw7m DRAWING H. I SEE LIMITATIONS FOR ®ON SHEET 2 = - "' Ss� EB 'QJ,. WALTER A TIWT Or.P.E. -- -_ �FK)516NATURE/DATE FLORIDA U..1 44167 as..-AI. mymyn SHEET 7 OF U W 6FOUM M E-■ALL REOURm7 1$U'�) r--{g) /�SVAV RIS.P.R1[MF (2)R 03 OF 1/4.4 TAPCONS X / X ANCHOK(TYPJ(SEE SCHEDULE) TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE TUBE TOP OR BOTTOM 1k 1/ 1 (a)1/••.1/4•TEKS 36tfYY / - - f / - /-/-- ( ) III/ a 2.O.c.LOxr+nlxxNLY. 0 0 0 -� -0 0 o ALLOWABLE TUBE REO'O ANGLE NUMBER OF ANCHORS SwN TUBE PER S016etE TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM �io 0 0W14 SIZE SPAN - -0-Vo-c-.. W. j TUBE TUBE TUBE Q3 'a.t/4'•UENCMru 60" 106.0" 13 8 n�'•L ArNLE xur EDD, 2"x4"x 1 8" 96" '� 731 (sFE samuW / 85.0' 17 10 ANGLE144" 69.0" 13 8 80" 117.0" 17 10 LENCFH 6063-TO cult NNIS21 12(SEE SCHEDULE) i I 2'x4"x 1/4" 144" 1910.0"" - 21 12. SPAM TUBE LEN BO• 109.0" 17 10 SPAN TU MOUNTING INSTALLATION TYPICAL ELEVATION CTUBE AT TOPE BEgECT)pN x TION �wlT:n.tsn.ls 2"z5"xt/8' 96' 100.0" 21 12 144" 81.0" 17 10 SPAN LUBE LCN •1/2"un 80" 124.0" 21 12 �ppp ��Icwxc m0 'n''W'• 2"xfi"z1/8" 96" 114.0" 1 21 12 144" 1 93.0' 1 21 112 C3.4•°'3•v> 3 i4-„3-,y.« ! *VAUD ALSO FOR MIDHE)GHT TUBE INSTALLATION ONLY WHEN THE SUMAMON OF THE Y,211/4'.IE11CM 07 i 606T-Ta AwN.A QE j •r r N4.Lpg1N SHUTfFRS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN SHOWN ON TABLE 1. `(YE SCHEDULE) WR7-i6 Muu,wf1s (SFE ) Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) i I \ \ i e0e r MAXIMUM TFx scRLW o 0 o TUBE PRODUCT ALLOWABLE TUBE REOANGLE NUMBER OF ANCHORS o. 0 0 0\ ------ -- SIZE SPAN IESPAN LENGTH EA END PER END OF TUBE sPN•TUBE PER 6GAILE - - - ----- -- 3'.x'.1/r.HnwrN 60" 76.0' 13 12 (SEE-SOKQU,,ONraE te)f4..3/4•rocs sucW ••w1L "U `s ruaE PER SCI m 2'x4":1/8" 96" 60.0" 17 15 6.000"W{. AT 2 OA laNG11O6NLLT. �1xEI11 1VIC11�tT�a Pounm HxxlcREtE (SEE SCHDUM 144" 48.0" 13 12 OR CROUFFD rnx02TE (2)Ra+6 Ci 1/••4 TAPC016 moat W REpARED N63Hats frTPJ(s¢scTIE0uLE1 TYPICAL ELEVATION (TUBE A�N) 80" 87.0' 21 18 SPAN TUBE M�OuU'NnNGNG INSTALLATION 2"x4"xt/4" 96" 79,0" 21 18 (6)1/4',3/4•TEIS SMEr """ •V2•E.o. SAN'T'ex LE"cR' 144" 65.0" 21 18 AT 2•o.c.LONMUDIC10rR r. r-�•,4•,.3•v«3•a•a/•' (m.) ORrN v2•TrP. 80" 77.0" 17 ' 15 AN lD1GLx 6087-Ta NMN./N0.E t3)Iie1'B OE= ( (� I 2'x5"x1/8" 96" 70.0" 21 18 rAPcas �) (SFE SC1EDUE) A i I ; I tUgY E 73 144" 57.0" 1 15 BD" 88.0" 21 21 18 Lot 2"x6"x1/8" 96" 81.0• 21 18 ZZ 144" 66.0" 1 21 18 O O o o, o I INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 6600 NAx 1a'0a3/4''° � ' --------- -- OR GROUTED CONCRETE BLOCK WALL (��Ur) o 0 --- 0 0 0 SPAN TUBE PER sCHm1aE - -------------- SCALE:N.T.S. 60a1-T6 AILar� I O O O ! O O 10 ))1A0��i� 'PIER ' UA%.AS.D.DESIGN PRESSURE RATING a 272.0 PSF a ) SER A. Tj(J `314•«3'.3'«LDICTH , •'...uTst.y] %4 ;'.2•.1/4• !� 1S iri, .g r� �;r3 ,y4 •( E FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) QT i �Q4967 ®2017 TIUECO INE TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRWN BY. P I II j ,n oT �' IL E C O Iw(. FOLDING SHUTTER CORP. 07/DATE 20/17 BLOC:WNL aEdlJlm 1 I L3%4• 3,3'«]121 �O 1/•• '� TIWT TFSTINO a EN6INEERINO COMPANY 7068 NE3•s", PI/CE I6oea-Te aux• TYPICAL ELEVATION (TUBE AT MIDHEIGHTI /'•.,%(S7�', ux rl.�•awn.sl,er 3m,uRF m.A uaoa a atw waT P,w•BFiac�Fi 17413 17-082 AT 2 OL LOt&ITUOBNLLT. (SCE SCHmUE1 5'`f1 r• 1 ' (amint-tan. (xmnn-tat. PN:1e0o-a63-9an TlLi-TCrs - V ........... ... .-mdc mc.wooiz.com ....Lm¢noanNNe..wm °RAnxc No SPAN TUBE MOUNTING INSTALLATION 's/ ®-°006719 T SEE UNIrAnahs FOR®ON SHEET 2 WALTER A NWT Jr.P.E. �•Pf..•$--,i;au4i/oATE FLORIDA LTC./44167 nln/1T SHEET 0 OF 13 TAPCONS/CRETE-TLEI( (SEE 5H0 IElOSI1NG G1A55 ArnloRs�le•D.e � I3) ^DUSTING STRUCTURE YIN.ED. STRI CTURRE (SEE SMEkT 13) STRUCTURE ^17 71 Y 5.735'(ITP.) / 1 \ STRUCNRE 3/I6•POP RIVETS OR 0 CENTERPIECE F'OR°�— 9 O r * 1/.•..1]/i To .3/{-TENS• 'DC (fYP.> \\ 1 5 ^ / lAPCons/CRETE-RFJt ('v7� AtICJ10Ri O 1H'O.G ! /16%PCP RIVETS 3 1 or } or @t or t '� TTEKS e"I or 1 t 1 . - —I,---- ! WALL FACE W END CONDITION 18 90.D' 90.0 \ 3 � 90.0• so.o• - \ 3/16'Pan RM1ETS On-- \ / 8 4 SH WN 1/.•.c.]/4'101,O e o (LEVERSERIORU5 MERIDA)OR —I EXTERIOR (SIX q°lr T) c�Q O]o-D.C.o --SP` roR uP��ro 99• IUSPiJ+a )u�Pi30 o.0 o e�eosP)AeT'ro°R uP-� 13 ` HORIZONTAL SECTION 20 D.C. l"m SPM(°TR LIP ms 18 SCREW W:BE w(THUMB 18 / \ HORIZONTAL SECTION S UIIERIOR aR INEXI[RIOR) / (LEVERS EXTERIOR) N F40R OR EWAOR) \ (lam RSEXTERIOR) R /16'POP RIYLlS 212•.1 1 �'t/1-�/{• 3k MAY VARr AT LAST sIAT AT TRAPPED UWALLATIM \ 4 OR o5 6063-Te°.um MCLS\ 4 OR 5 TTXS o le'0.c r rmcm/CRETE-TTEx—1 SHOWN SHOWN t SFE UWU110N5 FOR©ON SHEET 2 .HCHORs o la•o.o.TG TAPCON/CRETE.- L 3 MSG sT e CLARE ANooRs o I6 o.c.ro \ \ WSTWG SR2UCNRE GUILD—OUT EXISTING STRUCTURE— 5-com. END CONDITION I6N. 6o63-Ts ALLor ANGE \1 3116•POP RNtIS M- VT/////�' OR 1/{•.3/4'IEKS OR E)OS1e1C SIAUCNRE---+ END LOCK ANGLE T/{ . w/ 12"D.C. NUTS END LOCK ANGLE O 12.O.C. NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 27 a 2'X 1/6'60621-1`6 1/4'X 3/4'TEN COWONE LOCKING TUBE, PART �� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR •uuuo uu eENr Ards--, s<Rsws NPIECHEO 6'ONE (2)1�3�O 30.O.C.O \ CENTERPIECE O 8.O.C. INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINON LOCKING TUBE I�. A AN YIDSP TOR Uf�T°99' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, SPAN k(3)O5 O 30• 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED D.C,o YIOSP FOR UP 1 , r0 IM'SPAN(NWa 1 '\ INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM .1.100' OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY aE 9aTAusG A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR oR EXTERIOR) /n� OF THE TIP A SQUARE, 0.475"x0.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 ORriry ALUMINUM LOCKING TUBE @ A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 18 SHOWN (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"x0.630' 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' ✓ (LEVERS URERJOR l DEEP BY 0.188' WIDE CHANNEL TO RECEIVE OR EXTERIOR) , THE THERMOPLASTIC COMPRESSION LATCHING LEVER. 300• l� SOUD THERMOPLASTIC TIP INSTALLED AT (J SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (IL1cRs INrwOR -®OR�a J OR FASO') SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL ,I'�cp A. 7J(�':'• HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, 44 02017 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPLICABLE m E C o EMC. °"ATE �: ,� ; FOLDING SHUTTER CORP. IrrE 9 /Q� (Z�. PWT TES11N0!ENOINEERINO COMPANY WEST Sp �HEMSTREET X13 17-082 ,wc •[,`r.\• W1 N�-20r..E�Su.]O!Y.IOgM1 WOa15.rt i]IM Q ••."G P.,.•`r '(]n)TT,_,elo. lw1jOT,-,GI PH:T6O0-BU-6]7, QIiIU •a [• .- w UTb<RO-L— mJolmnggh ftm.mn DRAWING H. _ 1 EB-00°6719 WALTER A TILLIT Jr.P.E. orslu n m• OwnX.I wa _ _ __ _ _ -- - •-Jj , E FLOPIOA U.1 44167 m IIHN n/,T I~ SHEET 9 OF 1] 2•,2•.,,8. �ALUMINIW ANOIE BUILD-OUT MOUNT APER SECTION SHEET 6 AI IA (2)3/16•POP RNETS, EACH NEG OF 2'1 2' ANGLEANGLE ANGLE LEL MAY FACE, AWAY FROM OPENING (AS OPENING.SHOWN)OR TOaDROS a — NO ANCJgRS— REGUIRED TO HOST 1 STRUCTURE yl auaa-«N FNoaNr `� PFA sEcnw�.sFaEr a �(2)3/16'PCP RNLTS. EACH LEG OF 2'12' ANGLE A<TFANAre WALLXTERIOR ELEVATION M:SIMILAR AT HEAD PLAN VIEW A—A MOTET FOR ONE—\ F AND SILL AND BOTH SIDES oR eoTH Aa �,�:% OF PRODUCT / / ® e e OPTIONAL SIDE ANGLE (TENS 1/4' J/la•PGP 4� 1 1/2' 1 1/2'.1/e•.0•-2• (FOR SECTION 4,SKEET e) RNEIS PER ANGLE TO MIL ALUMINUM AN TOP t TUBE BOTTOM OR TO VTALL(2 REQUIRED) CREFE/Fll% ANCHORS EA ANGLE TD SLAB ® 1/4'•1 1 1/4' TAPCONS/CRETE-FLEX f—ENO ME CFS MAT BE FIAT ANCHORS O 18.O.C. END OR L ENO l J/16'POP RIVETS OR EXISTING STRUCTURE *1/�4, KSEDGE OF CGLNCREIE s1Ae GTP.AT TOP AND WOnom SLABS) 9 END BE FLAT TRAPPED END CORNER POST CONDITION W/ FLAT END HOWZONTAL SECTION y `��L tNyfi FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. ���.=�It„ 0201 nLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �� CONCRETE BLOCK & WOOD (AS APPLICABLE) =--� IL ECo�p�. FOLDING SHUTTER CORP. °'� " : � . TILLIT TESTING G ENGINEERING COMPANY 7009 NE3/57FEL7 PLACE C I F;1 t.' `���• a1a9�JWa A.Sia JOS vaGWA GvmD1s R]1196 WEST PAW BEAM FL 33413 PH,1800-643-MI 7—O8Z '1`E• .(m]mt-un.w i(mpn-tvt (�') -mail:WlaooGad.wm t1Wv./OMIApfNUOan.wn BRAISING Ne r5 •~ WALTER A Tr1 RUJr.P.E. P.E.SM/SIGNATURE/DATE FLORIDA Da•/Nlei m/n/n lar SET 9O r —WALL FINISH / \ I OPTIONAL RAIN HOOD (NON-STRUCTURAL) —WALL FINISH O.D60'THICK S.S. /10X7•S.S.SM-S.W/1/2.0 N3/1' J 7i, 1 ROUE t HOUSING ON. NYLON BUSHINGS(Typ.TOP) CON EOTION C2 [AND t'LONG(Typ.BOTTOM).EXCEPT / AT ROLLER HOUSING(TYP.) 0.060'THICK S.S.ROLLER HOUSING _— ".t I OPTIONRAW HOOD (ROAL ROLLERS ( (NON-STRUCTURAL) / 0.655'0 2•X1'CONT.WOOD' ' /J 16'ALUM.POP l I 6 1 HEADER REO'D. /10 r 3' 0.377'LONG NYLON RNETS,0 1B'O.C. BUSHING W/A 0.150' CONE. v CONUGTION C1 LONG TOP SECTION O.SOO' 0.167x0.270' ' O.O.AND 0.215 f.d.AND A'030- ' 0.223'LONG BOTTOM UWP (l Of SECTION 0.720'O-0.AND \ ' 1 STRIPPING FA T W 0.245''.d. SIDE(TYP.) . W I ; 7/16'APOP P.) �� � RNEfS,0 O I Dr8.O.C. �/ I MIN..SEPARATION I V 2'X1'CONT.WOOD )1 MIN. CLASS ON 8 TO HEADER flE0•D. 4. (SEE SCHEDULE T O! (SEE SCHEDULE 1 Or Lf y1 ON SHEET 15) ,yam,t i ON SHEET 1J) 1 3 211'CONT.WOOD fV' PLATE REM. WALL FACE MOUNTING INSTALLATION W \� SECTION 2W (TOP) i L I 1 ' 1111 11 1 1 �, ll ;1,1 `-DONECIIDN D, .I \—WALL FINISH - WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD SERI A. T/(� VXrE ✓ FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zane) T SEE LIMITATIONS FOR®ON SHEET 2 NK BY; DR _v (02017 p10•`1p4167 - RLTECO INC. A '• 1rTITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMBL NOTE FOR COMBINATION OF SECTION T+1 07/20/17 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO `.o L, 'L E C—0., FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED Q 7D69 NEMSTRELT P1/CE IN ANY WAY TO SUIT ANY INSTALLATION. TILLIT TESTING h ENGINEERING COMPANY Mtsf PAW STREE R 75117 0�6�s, ORI / r 1' am nom.xu s s.wa.Lwua wnws.n also 17-082 ` lsssprr-1''10. (am1m1-1511 PI1:t60D-613-677t m is UTlKMOd.ean mr.ltld ultaa.mrrl DRAWING No '• Cj11 WALTER OTLUT1AJr.P.E. lar.w .oXe1v art FLORIDA UG/11167 to a-oH m/m/1r r SNEET/0 GF 13 1/4'0.3/4'TE16 SCREW OR 1/4'.3/4' BOLTS W/NUTS&WISHER O 6.O.C. T^�•1 ' �\ 4•a B'(Min.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY �. OF EXISnNO WOOD BEIM TO BE CERTIFIED BY REGISTERED i•'� !I ENGINEER OR ARCHITECT PRIOR /, / WALL FINISH r-0.060'THICK GS. 1 SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. EO" EG/ 2'.4•COM. / ` CONNECTION\C4 ROLLER WOOD HEADER i I EQ. E0. �--Q�OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: / I' / �(NON-STRUCTURAL) 1- MC SECTIONS CAN BE COMBINED ' S / X10.3'S.S.S.M.S.W/1/2'0.3/Y IN ANY WAY TO SUIT ANY INSTALLATION. ,,i r; LONG NYLON BU GS / r SHIN (TMP TOP) I I ArD,•Loxc(rYP.eonrnA),EXCEPT / , i / AT ROLLER HOUSING(TTP.) �' r e / l�J )'IQIES: HOOD OPTIONAL.RNLI i�--�/ /NON-SIRUCN1Lll)— - - g (2)NYLON ` a �= 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO .Y ' ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ------- - I Ip es5'r(1YP.) � 1 u ]/iB'ALUM. #10 n 3'S.S.S.M.S.W/0.373'LONG NYLON I POP RIVETS. ALTERNATE LEG O 10'O.C. SUSHWG W/A 0.150'LONG TOP SECTION 3/18'AWN. I LOCATION CONT. 0.500'O.D.AND 0.245'i.A.AND 0.223'LONG I I I POP RIVETS, (SEE NOTE•) 0.163'a0.270'a0.030, BOTTOM SECTION 0.320'O.D.AND 0.245'i.0. O 1B'O.C. ULTRATAB WEATHER I (TYP.) MW.SEPARATION STRIPPING Ek SINE I TO GLASS (TYP') i 1 or 'jy t / (SEE SCHEDULE ON SHEET 13) MIN.SEPARATION I I i i T Or Qq t j 1 V MINTS GLASSATION � (S�SCHEDULE� I I yni� (SEE SCHEDULE I I oN SHEET 13) I I f or �— ON SHEET 13) 1 or at I lil C10 ' orALTERNATE 3/16'ALUM ALTERNATE LEG OPTIONAL RAIN GUARDPOP RIVETS O5'O.C. LOCATION ALTERNATE LEG AT REAR TT rr-fir (SEE NOTE•) I (NON-STRUCTURAL) LoanoN L J -_I� I - _____r_� II ALTERNATE 3/15'ALUM. I Ii L iJ I -� I I 11 POP RIVETS 5'O.C. I - IIS-I�� ___ j 11 i0 IJ I RFAR. 1 AT 2'at'CONT.1 F___ i___ ____ WOOD PLATE $__- __r_� ___________ o �J REO'D.; i i I g S g 3 �t d _____ __ 0 J/16'ALUM.POP RIVETS g I ____________ 0 - n 7 O 10'O.C.BOTH SIDES u / ZI 3/18'ALUM.POP RIVETS O 10'O.C.BOTH SIDES o \ 2•.6'MIN.WOOD E0. $T DECK REQUIRED § 2'a4'CONI. L (NO FINISH ALLOWED 1/4'D■i/4'TEKS SCREW ) PLATE 1/4'0.3/4'TEKS SCREW W000 RED'D, !' `'.1 1 1 I OR 1/4' 3/4'BOLTS W/NIRS IV I' W/5/6'WASHER OR 1� '1 11 I &5/8'WASHER O 6'O.C. L9NNEZIIWI p 1/4'.3/4'BOLTS W/NUTS& i ' ( 1 '— (M C4 5/8'WASHER O 4.O.C. II ,�' 2'MW.E.D. 2'NTN.E.D. I 11!1 il —CONNILIM C3 11 '. •`i l —WALL FINISH ( 1 III S WALL nNSH 1 BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTINfG�IINMS)TALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWIIIc,�� SECTION 7W Q��•• Z�� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) t{Q�;ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED 0201 nLTECO INC. ORAXH By.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ML INSTALLATIONS DETAILS INTO WOOD o.44167 '�' IL EC O,Nr. FOLDING SHUTTER CORP. °"R0/1' DATE SCALE N.T.S. ' '• t 7oeB HOUTREEr PLACE •Q TLLUr TESi1N0&ENGWEEtUND COMPANY • /�'/4,. , aa6 .]a,.ct�er.w.,wmm wm°a n S1,M wEsr PALM BEACH.FL 33417 1 7-082 O'' ( P: reaWLo>._,A.. lwDnl-Im PN ,BOD°4]-B7T, IC�'• OR �� ,1 -m is 000671ool.com m.IW6Ap.huO.r..cam DOAYDNO NA __ _ ••• 11 EB-0006718 HALTER A 79317 FLORIDAFLORIDALt.. 44.!4416)57 wNwl. � sxEET I or 13 ..r• SEPARATG1A55ION �i 1 TO NW. GLASS Or `lam S SEPARATION TO CLAS1 °IA� (SIE SCHEDULE (SEE SCHEDULE ON SKEET 13) 7 ON SHEET 13) Of OPTIONAL AWN GUARD (NON-STRUCTURAL) 1/4 0 a 1"TEK I + ALTERNATE 3/I6'ALUM.-/ . .SCREW OR 1/40-20'x1' POP RIVETS O S'O.C. S.S.MS NUT!t I •\\ 17 AT REAR. 0 4 WASHER O 4'O.C. ALUM.POP RIVETS n O 70'O.C.BOM ROES F IF EDGE OF SLAB _ _ APPLX:ABLE _ EDGE OF SLAB ALTERNATE LEC d< 0 �g COTi'mmm CY _ IF APRI(ABIE ANCHOR LSEE I TIOTIO,OTE ^ l,l �_ / \ /I--(`1-6' 2'x6'MIN.WOOD DECK REQUIRED (NO FINISH ALLOWED) CONNE'CII011 CC EDGE OF SLAB IFEDGE OF 2'MIN.E.D. APPLICABLE _-�- SLAB IF 2'MIN.E.D. DEQ. APPLICABLE 1 SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION TBW (BOTTOM 1 MIN.E.D.--I 1'MIN.E.D. NOTE FOR COMBINATION OF SECTIONS: 7� 216'YIN.WOOD (No FINISH ALLOWED)J IN ANY REQUIRED I– UWAY TO SU ANY NTING SECTIONS CAN BE L MW.SEPARATION I ' FLOOR MOUNTING INSTALLATION 2"a4'CONT.WOOD . CLASS / NOTES: PLATE REO'D. �\ (SEE SCHEDULE 1 SECTION 7AW (BOTTOM) � E 1J) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO bkF BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)5/16'•UO ED Q - 2' 2- SEE SECTIONS BW & 14W FOR MAX. A.S.D. DESIGN \ or Qin 1 9 SCREWS W/T'612 T'uw. TE MIN.E.D. W i 1 PENETRATION AT GIDIYIOM \ PRESSURE RATING & SPANS (2')OF RAFMR/TRUSSES 6063-76 CONT. ALUN1M14 TUBE 1 0l 1/4'.4'(6083-T6)FLATSEXISTIN'2X WOOD 1I 1 1 t PLATE W/1/4'0.I'TEK TRUSSES OR RAFTER Y.4'FUN.WOOD SCREWS O 6'O.C.IN AT 24.O.C.MAX. STUDS O 15,O.C. CEIWEEN TRUSSES OR ,5pp• 1/8'x4'(6063-T6)FLAT i i PLATE W/1/4'0.1' (2) 1/4"0 TAPCON OR 1/4'0 CRETE-REX g@ •I'��' ' SCREWS 4'D.C.IN W ', r 1 11•• t 8 BETWEEN TRUSSES \ r- ---- ANCHORS OR/14 NOS WOOD SCREWS OR 1/4'0 ` n EDGE(IF APPLICABLE) NDS TAG SCREWS Ai 41OWIDM OF FA STUD W/ 1 •i .•1 Q 2 1/2'Min.THREADED PENETRATION INTO WOOD 1 •il} I} 1 I / 1/4'MAX.PLYWOOD EXISTING SOFFIT STUD i I tl 1/4'0 a 3 4'AFX (2)NYLON 1 \` SCREW OR 1/4'-20.3/a' ROLLERS I�+ S.S.BOLTS W/NUTS 8 0.855'0(1YP.) -NYLON BUSHInGSS(Typ..TOP)1/2"E,.3/4' LONG =Eo. �( . t,{ �; 1/4'0:3/4'TEK WASHER O b'O.C. /10 a S'S.S.S.N.S.W/ �I ')BOTTOM)•EXCEPT AT ROLLER HOUSING - ,I g SCREW O 6'O.C. 0.373'LONG r4rLON Y MOUNT TO I WOOD STUDS MOUNTING INSTALLATION BUSHING EC A 0.150- I SECTION 14W BOTTOM) LONG TOP SECTION 0.AND 0.163'x0.270' ; INSTALLATIONS D E:T/A�'C' O.D.MIO 0.244'TT MID UL1 � INTO WOO4Q��Ft9.qm::'." C/T✓ MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, –60.0 PSF 0.223'LONG BOTTOM IN.SEPARATXIN SEcnON 0245'i D.D.AND TO eLASS WEATHER • T ' '•• - FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) 0.245'i.0. (SEE SCHEDULE I STRIPPING EA or �I t o SCALE N.T.S. (TT'P.) ON SHEET 13) SIDE(TTP.) m 2017°OEC°INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 0PA°K BY. 7 HEADER TO TRUSS MOUNTING INSTALLATION FOLDING SHUTTER CORP, °"�°/"IL EC DATE LLI T1WT TESTING.[ENGINEERING COMPANY 7069 KOASTRU.T PUCE 431—:�—... ` n3v44 �H eooBECHjL1T 41317-082 IM SECTION 8W (TOP) ' �d _Ga1;LRl.4mad Com ....rasAp.n nl..4om oRAewc Ka MAX. A.S.D. DESIGN PRESSURE-RATING-+60.0,--60.0 PSF '1' WALTER A LLBIJr PE. _ __ _ p, RE/DAZE FLORIDA Uc./"167 m•a-m• mnvn a 514EET 12 OF 13 MAXIMUM WIND PRESSURE (os f) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR 8 & 2 1/4' FOR C ANCHORS) "NDS SLATS SPAYS n "L0N1 CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE POSS'l, NEGiNE REACTOR CON. ANCHOR ANCHOR ANCHOR PREa511RE PRS y Borrm TYPE SPACING ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.-1 TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE JO psf 144.0' 144" 180 lb/ft A B C A C E A C F 60.0' Go- 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B A C JS-psf- -100.0" 700" - 146 Ib ft Cl 6 473 LB/FT - 418 LB FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB/FT - 388 LB FT - 134 LB FT 144" 144" 210 Ib 1t 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 41 - 202 LB FT 60.0' 60" 100 Ib ft C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB -F 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 1144" 100' 167 Ib ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB FT C2 9 417 LB/FT - 362 LB/FT - 190 LB]FT- - -- 144" 144' 240 Ib ft LB/ Fr ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB FT - 419 LB/FT - 285 LB/FT 80.0" 80.0• 154 lb it C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 ps g7,0 b ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0' 115.0" 221 ID ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 1357 LB/FT 483 LB/Fr 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0' 125 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 50 pat 100.0' 1000.0.0" 208 lb/ft 9 89.0' " 107 Ib ft 281 LB 3 912 LB/FT - 682 LB/FT - 364 LB/FT /FT - 224 LB/FT 81 LB/FT 83 LB/Fi 143 LB/F7 103 LB/FT 120.0" 120.0° 250 Ib ft CS 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/Fi 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144" 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/Fr 681 LB/FT - 6 - 250 LB/FT 81.0' 81.0' 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/Fi 15 LB/FT - 55 psf 100.0" 100.0' 1 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 37 FT 323 LB FT - - 120.0" W59.0- 160 75 Ib ft q 269 LB/FT 301 LB/FT 183 UB/FT - - 114 LB FT 153 LB FT 3 663 LB/FT 756 LB/FT 646 LB/FT 137" 30 Ib ft / LB/ Fr 50 III 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 - - 3 310 LB/FT 315 LB/Fr 244 LB/FT 80.0" 00 Ib ft 2 - - - - - - 305 LB/FT 12 388 LB/Fr 460 LB/FT 409 LB/FT 60 psf 100.0• 50 Ib/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT / - - 115.0" 88 Ib ft C8 B 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131" 46 Ib/ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/Fi 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0 0 Ib ft 65 psf 92.0" 92.0" 249 Ib ft 100.0" 100.0" 271 Ib ft MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING P SLAT HIGH VELOCITY NON HIGH VELOCITY CONC:C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 70 psf 100.0' 100.0' 292 lb/ft HURRICANE ZONE� TYPE DESCRIPTION 121' 118" 374 Ib ft SPAN HURRICANE ZONE 59.0" 59.0• 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" NA N/A/ 75 psf 100.0" 100.0" 313 Ib ft THREADFORM TECHNOLOGY 117• 114" 387 Ib ft 5'-10" 2 1/2" 1" 2 5/8" 80 sf 113' 111" 400 Ib ft AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107' 104" 424 Ib ft 100 psf 101' 99" 447 Ib ft >5'-10" 2 5/8"} 1" 2 3/4"} TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00" 3.00" R N/A 3.00" 3.00" N/A N/A 110 psf ga" 90' 468 Ib ft 120 psf 87" 82' 484 Ib ft >8'-3" E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00" 13o psf 80' 76" 483 Ib ft TO 12'-0'• 3 1/2" 1" 3 5/8' TREK SCREWS 140 psf 74' 70' 484 ID ft X14 NDS WOOD SCREWS OR 150 psf 69" 66" 483 Ib ft T/+�/s"d��" F 1 4" NDS LAG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A 160 psf 65' 62" 483 Ib ft BAS DEFINED BY ASTM E-1996 STANDARD. ,• P p,• Il �/ - AfLQ7FS: } EXCEPT THAT 3 5/8" SHALL BE USED �l T FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) ' ••• 4"2017 nLTECO INC. DRMN Bf: L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ,F TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSRNE AS.D DESIGN PRESSURE RATING. 4 4A & 7A L-:MAX.ALLOWABLE . PRODUCT SPAN FOR A , _ GIVEN NEGATIVE A.S.D. DESIGN PRESSURE m/za/t7 RATING. IL EC O�Nc. FOLDING SHUTTER CORP, DATE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS .Q', ti/fE/ TILLER TESTING t ENGINEERING COMPANY 7086 NEMSTREET PLACE f'�C�CCJ"f� Q' - N�.aan.a,su]aa wmY GwGUC.n a71aa WEST PALM BEACH.FL 1111] 1 7-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT 9'• [V rn.�.a taD]x171-tau.r.,,1amxn-laic PN:1800-813-5371 i •-nq0:n8ac000a.eom . SPAN BETWEEN'L+•AND'L-". _ ••��.••'. (ORiQQ;r'y�i• EH-Dooe7t9 �1°lam"Q1A��''�^ oRAVINa No A SI WALTER 71Jr. Pb.h o,11 out TE FLORIDA LTL..1/{118767 n/m/n O SNC[T 13 OF 1]