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HomeMy WebLinkAboutProduct approvals i Florida Building Code Online Pagel of 2 'fle i t A A t ® _ . BCIS Home Log In User Registration I Hot Topic Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map I Links Search rdb�� �( ',r`Frodud Approvalp� Y USER:Public User Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL17080-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ i Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldlngshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com i Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldlngshutters.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. G 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 I Referenced Standard and Year(of Standard) Standard year TAS 201,202,203 1994 I Equivalence of Product Standards Certified By I Sections from the Code http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 o 2 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 r P 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.TIIIIt 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 I Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Mm a:j®wg M Credit Card Safe 1 i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv2aBQpHpQQ... 2/12/2019 GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.LD.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017(6Lh 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 ITW/BUILDIX• INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR III 14.NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ)& 1609 (NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Nam: Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FOIST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D.) 1/4'0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 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 THIS P.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 NQI USED IN THEIR ANALYSIS.A DURATION FACTOR CD a 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR 1/4.0 NOS 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 MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.1.),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 K51 (MIN.) MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE 8 10 x 3'.410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 IIW BUILDEX TEX SCREWS.W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA 19381. NOTES, 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 TIX SCREW 1'. FOR 6063-176 ALLAY AT SLATS SHALL BE Fy=25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDIX TIX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER' 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 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) S.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 IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX,INC.TO MIN. Fc-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING COOL ONE LABEL SHALT.BE PLACED FOR EVERY OPENING. - 1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. Pcr3000 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'a=3350 psi. IT. FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHUT COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES- BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A-1) 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(LD.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. A2) 3/4'SCUD SET ANCHORS SHALL 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 WED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 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 FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE (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 (8) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON O ADVANCED THREADFORMDISTRIBUTED TECHNOLOGY, S MANUFACTURED BY I.T.W. BUILDIX, INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 z 3/4'SOLID SET,AS DISTRIBUTED 8'f ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT- NOTES, TFN � THIS DRAWING SHALL ONLY BE USED TO OBTAIN ELI) MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. L�OLIL�'r,F,R A• ���=per PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE (E.D.)SHALL BE AS PER SHEET 13. Itt�� ,•^E�•• \V '••VV S,••'; 9 e B.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8' INTO THE CONCRETE BLOCK UNIT. NO 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'LONG A�p� 02017 ULTEco INC. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. •_• W.4 V b < TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��` B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ••�• m�io/n ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ' I L E C O L N c. FOLDING SHUTTER CORP. LUTE SHALL BE AS INDICATED ON NOTES B.1 & B.2 ABOVE. �O a, ING SHUTT PUCE •'• �p�M aaa TILIIT TESTING 8 ENGINEERING COMPANY WEST PALM BEKCH.R 3311] ....( GIBS rtw.]ul.s4 sb.]05.1NaMA n Sltm V /{ • � t1` 1a,.t teus>a 3:tat.rO clxs"s i-'mn teo0-sN3-67n 1 7-082 •4�pL -rri l: OCC Onal.cem JaMln�n.Oo1. aruvmc Ne _ EB-0TILUr Jr.•'' _- WALTFB A c.#J P.E. an.r ®toy ma an.r lmernu owc P£.SEWSI6NATUf1E/OATE _ iLOWOA Lk_�66167_ ____ t OIC A-ou to > a SNEEi 1 OF 13 aaaa• sera- 'e�' �zaN• seeo �s 44tr. 3 r�73• '9p, __dl a , .ez• a -�• '4' ��� •1' � xi ����T a ©Y�iL. I 27.10- SLAT WINDOW 6e8',.9>s (010 sosJ-rs AL ® © _END Q FLAT END B£.0 INSTALLATIONS, 606J-T6 ALLOY 6063-T5 ALLOY A64 MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSIALLA17ONS 606J-r5 ALLOY EXTERIOR CENTERPIECE DETAIL ON SHEET 3) JO FELT OR HIGHER ABOVE GRADE ® INTERIOR CENTERPIECE osJ—r6 ALLOY MEASURED AT BOTTOM OF OPENING -76 ALLOY SEE COMPONENTS 20. 21 &22 ON <1�� SHEET J.) soeJ rsw. •ter" �.nr z,aa• 2e9e• p Q z7u• s9J S L;.,ao• •qt7. zorz• 2657' .aez `�.170• .el, .ra0' .rag• 3 3 .oaz• .09° �, 8 .rm• g - .oaa' � .aaz• � 0 .a9J- .asa- r.arr .osu• .eal• tu' 3713- I 9 277J• zeJ,• .oar I J. © WALL HEADER RN MAX. B.O' CEILING HEADER BOTTOM SILL TRACK 6063-T5 ALLOY SILLfHEAD TRACK ® BOTTOM TRACK ADAPTER 06J-75 ALLOY 3-T6 ALLOY 063-T6 ALLOY 6063-76 ALLOY �aeae ry t2 '090" COMPONENT a b t1 t2 2• 5• MAX. 0.125• 0.125- a 061' K 16 z• a• MAX. oss• o.zs• "s. oe9 �€ 3 o Q 1• 2' MAX. 0.062• 0.062• Lv �.Na• �, ® RAIN HOpD ©1 ALT BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD �3J ALUMINUM ANGLES 6063-T5 ALLOY 606J-T6 ALLOY 6063-T6 ALLOY 606J-T6 ALLOY r.rJa• .(d,t PONE)TS 2 g � .Soo- I11111�\�'g•�'8.. _ l., FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) J W 0"17 Txwc°INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM bR4N BY. J7J•. `�` •tY v.L. 01810-1 B ACETAL ,�q,. ; 4 FOLDING SHUTTER CORP. °'/1a"7 LOCXING TUBES IL E C O mc. a+TE FOR DUMB&C�S AT CENTERPIECE �9 CORNER POST`9 $ nLIJT TESTING,I ENGINEERING COMPANY WEST P HEUSTRW PUCE ar3 xa.Sea.st sn.Jcs.wwxA toms n Sllr6 WE6T PALM 0-"3 8 1 13 17-082 606J-T6 ALLOY 606J-T6 ALLOY ,.•�.a 1, Peon. '-feOEBI a0a6719 lwspn-rm1 Pit 1e ph tt-enl '••.• 17� R:471�ca0ad.eom .fr;6ngvAuttve.wm DRAWING7-0 N. 2 L WALTER A TiLLIT Jr.P.6 mearea aon om ll m.r ______—____—_._.____ ____ __�•_(®���� lE ________- __FIDRIGA lla Q 44167______ • m rb-or, m !n a 91EEr 7 of 13 cfAxc Irz (J)ROWS OF 1r1cN.arNuse io 1/4'0 HOLES toalATlw O EA.SPACED Ftte O rH Z-CUP EACH SIDE TABLE 1: SOURCES FOR O & 1 IN BOTH 0000 DIRECTIONS. , OF WINDOW(SEE TABLE 1) oPRONS KNUCKLE OO SLATS PNa iYFiFAL PROPER7I£S STANDIRD BI 51BM IN,YOYAITVE �) 00000 KKNUUOrpCKLE R6FRFHCE MATERIAL./SCIENCE PlA47C N 000 \ QQ U.CMAI(ROLON J/ LOAN IaY RESIN O O Q PHYSICAL O Q V ✓SWNC SPECIFIC GRAVITY ASOA D792 0.043 ID/In 0.043 lb/in' 000 WINDOW 'kn��- WINDOW uF .� �pe-IQ 23� TENSILE YIELD STRENGTH ASTM 0638 9.400 p-L 9,500 P.J. FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.si 131400 psJ. H .0 FLEXURAL MODULUS ASTM D790 340,000 p..1. 345.000 p.e]. 2 p� i (r.W aoSNAP-1N END Imps(; 1.000" C 2 CUP TOP/BOFTOM WK. Z OF WINDOW NOTCHED IZOD AMU 0256 18 Fr-lb/in 17 FT-Ib/in pp ,-1 CIRF RURNMG[HAR.LTFRIRf1C9• R Z 3 c3 g� (SEE TABLE 2) y 3 h - SMOKE DENSITY ASTM 02843 47.2 2 64.5 2 MAX /�-p�� RATE OF BURNING AM D635 C-1 CLASS C-1 LASS P S "" SELF IGNITION ASTM 01929 1040•F 950'F N SLAT WINDOW y� SLAT WINDOW CK WEATHERING: ASTM G755 U 2 U s NATE WE{WNC TENSILE STRENGTH AFTER IYEAl11FRMG A57/d D678 9302 p.e.i. 8840 p.n.i. 2 Z H (SW TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 0638 0461 p.a.i. BB80 D.ii. 1 AIAX g� . (2)WINDOWS MAY BE IN ONE SLAT SPACED h m N A MMUL/M OF 24"APART• WITH 12"MIN.FROM ENDS OF SEAT TOP&BOTTOM. m -�scar MUsr NEVER eE Rlsra.LED AWACENT TABLE 2: SOURCES FOR 0 wMwrYWrnYN_ 10 ENTERPIECES®OR©,NOR AT LORNL775 OF PRODUCT. I1PIG1[PI70PFX776 MASTER TOOL COMPANY SUNlGRD ON_ 0 000 �— ® 1T WWDOW DETAIL REFwENcf BLACK 2 a vB $k 0 0 0 (fZEYanON) PHYSICAL' ` SLAYS / OOO SLATS 20 SPECIFIC GRAVITY asM 0792 0.042 Ib�' N 1aIUCK O00 KNUCKLE VIEWING uFCu yr.- (TYP) O00 (FYP) WINDOW TENSILE YIELD STRENGTH ASTM D53B 11.500 p.4J. 000 (J)ROWS OF p AxJ + uk ooco'��T�I``p09 FLEXURAL STRENGTH AT YIELD ASM D790 15.000 p.a.1. 00Q0 J p ART a FLEXURAL MODULUS asru D790 450,000 1 O EA SPACED p sJ lrecra22— J/B-APART ,r,� 1,au' NNOTI�D IZOO ASM D256 0.6 FT-lb/in IN BOTH Ta&Ar�miTCA I DIRECTIONS T06tA eE rttll a THERMAL PROPF7NTi6� 1 TILL A81p- COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x 10 Inr1rF FWIMABIUI'/ UL 94 V-2 21 Z_CLIP 22 SNAP—MEND CLIP MELTING TEMPERATURE ASTM 03413 500•F -�USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERFORATIONS AS PER DETAIL. TYPICAL 1A SLAT WINDOW DETAILS -MAX.(2)2)WINDOWS YlAY or IN ONE SLAT SPACED MIN.24'APART(MU.EVERY ID SLATS). WZ aO VIE WING WINDOW & 21 . 0) CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE l�b�fAW" 1)SLAT WINDOW ELEVATION 6Y,TA'`Py:......., '.1 (LARGE MISSILE /MPACT� ,,, �; \,\C ENSF•. y FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) " Nu.44167 02017 TILTEco INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM ° bL BY. FOLDING SHUTTER CORP. a'AD/" •�` ��A""r I IN E C O�N�. DLTE tv 1 (• 77LIIT TESTING&ENGINEERING COMPANY 71/8a M BEN ET PUCE `=rO�• ��`-'aV 1, (a11 NE]ep.SL St..]m.YaGTA clmew,R aTtw WEST PALM 6F7643 FL I 1 7-082 ♦/,gyp y 1f ve.n.(wfm f-f4T4.r (itopn-tilt PW 1800-643-6371 �"" /O�a�_ i•�\•• a- l:b00067 pd.com t�AgSaprhNtm.wm DRAWING No EEI- 19 WALTER A TILN Jr.P.E. �•u Pe>oam em SFAL/SGNAh/RE/OATE _ -- __ RARIOA Ua B 44167 f an Aaf. .,m 7 1 SNEER J OF 13 ®a ®+ A 4 2or(' Lv/ 03 ,16 , 1�7oR 19 - 4 oR 5 ® (2) W cn Z USE(2) AT 30" • p • NOTES ON 1``& LOCKING TUBES 8 AT 4&5 N cn O.C. FOR PANS 1 5 n 2 Qom' O O W UP TO 99' `0 1. TWO (2)@SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE S ®AT 30"O.C. AT 30' O.C. FOR SPANS UP TO 99". USE THREE (3) FOR LARGER v o FOR SPAN LARCFR SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT . MAY BE rn ra THAN 99'UPARG R INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES ®OR 6& LOCATION OF @6 SHALL BE AS SHOWN ON TYPICAL ELEVATION. y sr a 2. (2) LOCKING TUBESSHAL ALWAYS BE USED TOP& BOTTOM AT PRODUCTS CENTERPIECES OR&AT ALL INSTALLATIONS. LOCKING TUBES (2 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR 1 S 1 t T SEE LIMITATIONS FOR®ON SHEET 2 I 1 SEE END CONNECTION DETAILS CONCR E. CONCRETE BLOCK ORFOR , O O + 6 ,®+ 13 , WOOD INSTALLATIONS. 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH T. S. TYPICAL ELEVATION a, N. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. tII (�A. SEE SECTIONS 1W & 2W ON SHEET 10. ,' J' SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. (`IEN ✓ "_ SEE SECTIONS 7AW, 7BW, 8W & 14W ON SHEET 12. •J S •'� = FLORIDA BUILDING CODE(High & Nan High Velocity Hurticane Zone) NO 4416•7 ®2017TILTECOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM aRYLey, -o9: °' EIL C O �: FOLDING SHUER CORP. AT• ,;! TILUT TESTING!ENGINEERING COMPANY 70E9 xDhlREET PUCE _ s••• ttd�?a?'���.., ws xa acn za.:x SUE WEST PAW ems.Ft J]It] 17-082 S.ia.,Cwz z7,_,y, PM ,Goo au eJ71 /oAIAI � ON71 oLc"n "wu canwe�W GRAttu�c x" E9.TIWT,e ....r FLTOT A TILL#Jr.P.E. P.C•SEJy/,610xA1WE/OATE FLOFUDA Uc$44167 , wn,ab,. m/m/n a zNE[f 4 or IJ POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED. C/ _ POURED CONCRETE TRIM(D NON STRUCTURAL WALL / 0.050'THICK 5.S. (NON-STRUCTURAL) NON-ST RAW HOOD (NON STRUCTURAL)D REWIRED. \{ TRIM(DECORATIVE HEAD) ( 13) ROLLER HOUSNG OPTIONAL R N"G JJJ �) ^ 1.060' 2.500'MW. IN. f�f E.D. w / —_ SCPTIONAL RAN HOOD • ����// (ROLLEFISN I�Zv—z—_ < (SEEDOWN M710N C2 j (�� —, a� � Y (NON-STRUCTURAL) I 13/t0■3'S.S.sU1.5.W/ 0.373'LONG NYLON J/16•ALUM. � 3/16•ALlOd.POP RIVETS. BUSHPiC W/A 0.150' COtti. PlW RIVETS. & / LONG TOP SECTION 0.500' 0.163'x0.270' G fa,D.C. s ��� 1/a o Trw BULDEt I �m — O.D.AND 0.245'i.d.AND x0.030' / TAF__._W/A1RWtCm 0.223.TANG BOTTOM ULTWTFA9 J THRFODFORM tEOLOCY SECTION 0.320.0.0.AND %FATHER _ POURED CONCRETE I MINED ON OR 1/4'0 ELCO I 1/4.0 X 1'TEK 0.245'Ld, STRIPPING EA. OR CONCRETE BLOCK '� COi5Sfe1C110N PRWlICiS I OR _ i (7YP.) SIDE(1YP.) 1 Of WALL REQUIRED. ( SCHEDULE 1 Of �� CRETE-FLEX W/1 3/4' I S.S.SCR�MS WITH NUT 2&X1 POP6'WETS. ®t � oT'N/sHEEr 1J) I 43 t �i8 MW 11mmMENT 0 6'D.C. I WASHER 0 4'O.C. m is"O.C. or t POURED CONCRETE OR CONCRETE BLACK MW.SEDAR4DON WALL REQUIRED. I T Or IT GLASS ) of �(OSEE HEEET�) ( ®t o / �� � I NW.SEPARATION � F I TO GLASS POURED CONCRETE ("(SEE SCHEDULE OR CONCRETE BLOCK] I ON SHEET IS) WALL REQUIRED. / ,{1�,or COWUL7gN - I t/a'P x 1'TEX t o a (SEE SHEET 13) I SCREW OR 1/40-20'x1' S.S.Ms wrtH NUT& WASHER B 4'O.C. ,I 1/4.0 RW BUILOIX +of B1Dx3'S.S.S.M.S.W/1/2'0 TAPCON w/ADVANCED3. 2 fAt01F�IlON C1 LONG(TyP.TUP)AND 3/T AT ON BUSHINGS T�+�XW OR 1/TECIWOL% (SEE SHEEP I3) WALL FACE MOUNTING INSTALLATION EoaLsrRUCTI PR011L1CfS I 13 ROLLER HOUSING CRETE-REX W/1 3/4' I (2'x4'NAX,) SECTION 2 MIN.EMBEDMENT G 6 D.C. WALL FACE MOUNTING INSTALLATION BDA N NtlfOR SECTION 1 „2. SPACIIG CDC GROUTED BLOCK REQUIRED 1.000• 2500 MIN. O O O O (MW.Po—2 W.CROLN)OR IN. E.D, EXLSTING NON STRUCTURAL POURED CONCRETE j VfALL TRIM(DECORATM SILL) O O I0 ANCHOR,j SPACING STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED 'DETAIL F0 6 „AA�A�r�,,,, MOUNTING INSTALLATION 11a1'��ER A. rk1, SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE 1,,1'�P ..• ' �':� MAX.A.S.D. DESIGN PRESSURE RATITIG - +65.0, -90.0 PSF & CONCRETE BLOCK �\CENSF''•,9 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) INC.CALE: N.T.S. 0. 4167 02017 TLLTECO c. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM uRAATt IT �A� ~ Y.L NOTE FOR OMBINATION OF SECTIONS; * +Y FOLDING SHUTTER CORP. 07/RD/17 E.D. = EDGE DISTANCE ?y•: HATE IL ECO.MD. 7- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) O �' 7oea H1OhTREtT PLACE IN ANY WAY TO SUIT ANY INSTALLATION. 'e Iifn`.,••,r('( {r �1,t1� TILLIT TESTING✓E ENOINEERINO COMPANY p,Ey7 PALM BEACH.R S341S T7-082 V V wz xw.xu.ze,zu,saz,MF_z WSOs,n nlae Peen.t oxUmt-tzw.9:dazP�t-IaTt PH:1800-843-6371 - d:Glltto00oLcom �n..foMinpahWten.wm DRAWING NO GNAL EN ,.' ES-0006719 1 SEE LIMITATIONS FOR©ON SHEET 2 %ALTER a tauT 4r.P.E EAL P.E.S /SIGNAIURE/VATE FLMU�.L'c. MI67 1 1 SHEET S OF 13 _ 1/4'0 x 3/4'TEKS SCREW OR 1/4•x 3/4' BOLTS W/NUTS @ WASHER O B•O.C. 0.060'THICK S.S. PO CONCRETE OR ROLLER HOUSING1 MIN SEPARATION MIN.SEPARATION CONCRETE BLOCK WALL � I TO QASS TO GLASS OPDONAL RAIN M000 REQUIRED I`-'-(SEE SCHEDULE—� (SEE SCHEDULE 04 E0. E0. (NON-STRUCRAL) I ON SHEET 13) ] or w ON SHEET 13) (SE T or N SIw S.S. S.W/1/2'0 ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/16'ALUM. @�x x3/4'LONG NYLON BUSHNGS POP RIVETS O 5'O.C. PAORJ�RRr O 5'O.C. T'� g (Typ.TOP)AND I'LONG(Typ. AT REAR BYP-) . AT ROLLER I 1 HOUSMG OTTO N),EXCEPT(IYP.) I 1 W (2)NYLON ROLLERS �� 1 R a ^ 1 n U T n g a 3 •g O.B55'o MP.) I I n' 9 • 1 EO.EQ 8 . �-3/16'ALUM.POP RIVETS 1 n S 3/16'ALUM.POP RIVETS _ - •a O 10"O.C.BOTH SIDES O 1a'O.C.BOTH SIDES /�� LE g gNCHO 3/16'ALUM.POP ORIENTATION a RIVETS O 1e'O.C. 0. E0. �10 x J•S.S.S.N.S.W/ 0.373'LONG NYLON .0.163'x MN.3/4'PLYWOOD BUSHING W/A 0.150' I / MIN.3/4'PLYWOOD 1/2'MIN. REQUIRED LONG TOP SECTON 0.5D0' MIN.SEPARATION 0.270•x0.070' WEATHER _ ` o$ REOUNED $ / O.D.AND 0.2{5' 1. ,s,DI TO GIA55 ULTRAFAB 1/4'0 TAPCANS OR 0.223'LONG BOTTOM -(SEE SCHEDULE STRIPPING TA 1 or 'y _ CRETE-Fl.FO( SECTION 0120'O.D.AND ON SHEEP 1]) SIOE(TYP.) G?i t a B ANCHORS 6'O.C. 4!/ASHER k NlJfTO 10'O.C. 0.245''d. 'C� EACH SIDE 1/4'THRU BOLT W/ 0 7/{'0 TAPCONS OR WASHER k NUT O 5'O.C. POURED CONCRETE OR CRErE-FLEX ANCHORS 6'O.C. I CONCRETE BLOCK WALL _ ! or REQUIRED 2 xV OR 2'x5'x1/8- POURED CONCRETE OR 5'a3'xt/8'6063-T6 CONT. ALTERNATE 3/16'ALUM. t 6063-TS CONT.ALUM. CONCRETE BLOCK U LL ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5'O.C. AT j� STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 REGINSTALLATION SECTION 6 o�, El IAX M .A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF W 9 n H 3/16'ALUM.POP RIVETS O I MN.SEPARATION •_ 'T a 10'O.C.BOTH SIDES �- TO GLASS ( 1 (SEE SCHEDULE I ON SHEEP 13) a tl I ALTERNATE LEc 1 or CJ j ED. EQ. I m ANCHOR (�t g� ORIENTATION 15 ALTERNATE LEG (SEE CONNSHEEP 1]) AORINCHOR � 1/B! ,3/4'7EKS SCREW W/ POURED CONCRETE OR 5/8'WASHER OR 1/4'x 3/4' •? / u CONCRETE BLOCK WALL BOLTS W/NUTS k 5/8-WASHER O a REOUNED 4'O.C. Y BUILD-OUT FACE MOUNTING INSTALLATION •I2 j b SECTION 4 I (SEE SHEET 13) / LEG. EO. 1/4-0 x 3/4'TEKS SCREW POURED CONCRETE OR OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL @ 5/8'WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED BUILD. `�MOUN NG INSTALLATION & CONCRETE BLOCK ,. SCALE N.T.S. 1Y1+ '••y _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) O'44167 i 02017 TILtrso NG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D�T�In". NOTE FOR COMBINATION OF SESECTIONS, N * E.D. - EDGE DISTANCE T Y.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 07/20/t7 IN ANY WAY TO SUIT ANY INSTALLATION. �'�O: - IL E C O�N1:. FOLDING SHUTTER CORP. DATE ��••.• ,}air � •�Q TILLT TESTING tt ENOIHEERINO COMPANY W(5708 T�J.E 1 SEE LIMITATIONS FOR ON SHEEP 2 =_��1 ••`•'•�7•, E'i mxl ra*•xu.34 ay.Am,Y.xavu wmTxs n al,m 1 7-082 ® - ' ♦ ��a j11: r...,QA°'u''��orcea�o�w 4r,_m, .PH..loa.q.n87t D RA 1No N. oNAI Eli ,r11 EB-0005719 .re WALTER A 7IWf Jr.P.E. �.a mrmm out xn.r nrar,o cur P.E."SEAL•(SIfd14RIRE/GATE FLORIDA Lie.J 441 OF 13 MIN.E D. EO.�•—E� POURED CONCRETE CWtJfCI1DN p REQUIRED (SEE SHEEP t3) 0MN] " CK S.S. USING OPTIONAL RAIN HOOD RN/m, / (NON-STRUCTURAL) (z)anon iEv low•ss.s.Ms.w/1/z•o ROLLERS o.1L55'o(TYP.) /4'LONG Neon BUSHINGS _ Typ.TOP)AND 1'LONG(Typ.I 8OTTOM).EXCEPT AT ROLLEROUSING(TYP.) B10•3'S.S.S.N.S.w/ 0.373'LONG NYLON 3/16'ALUM. BUSHING W/A 0.150• ( L POP RIVETS, I LONG TOP SECTION 0.500' j f ®16'O.L. O.D.AND 0.245•Ld.AND { CONT.0.163'A0.2701a0.030" 0.223'LONG BDTTOY UMPPI B WEATHER SECTION.245'I O.D.AND I STRIPPING FA SIDE(TYPJ 0.2f5'Ld• (TYP.) t MINTOSEPS ON } Q�or GLAS h (SEE SCHEDULE TO GLASS On W 9 ON SHEET 13) 4. i ti (SEE SCHEDULE � / Or Ir+ ON SHEET 13) IN. SIDIARATION I 1/4'o x 1•TER SCREW OR TO GLASS IOPTIONAL RA WAR D ARD 1/40-20'a1'S.S.YS WITH (SEE SCHEDULE (NON-STRUCTURAL) NUT&WASHER O 4'O.C. ON SHEEP 13) -l'J or ALTERNATE 3/16'ALUM. POP RIVETS O 5'O.C. I OPTIONAL RAIN GUARD AT REAR. (NON-STRUCTURAL) I n q I I1 n S ALTERNATE J/16'ALUM, p 9 LOCA�ON WLED RH K�rd ,•i POP RIVETS O 5'O.C. I n G n i 3/16'ALUM.POP RIVETS ANCHOR of 6 Ca/tIFT:IKK7 AT REAR n 9 O 10'O.C.BOTH SIDES II (SEE SHEET 13) 3/16'ALUM.POP RIVETS �l_r '� 0 10'D.C.BOTH SITES / EDGE E0. EO. IF SLAB APPLICABLE / EDGE OF / PouREO CONCRETE 06 APPu IF CABLE REQUIRED (SEE SHEET 13) / —EQ. FAT PWRED CONCRETE POURED CONCRETE REQUIRED. •MIN.E.D. REQUIRED -.MIN.E-0. NIN.E.D. (SE •NIN.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 BLOW-, SCALE: N.T.S. 1t11R ��T✓gyp':. 1�1�P;'•�••CEI�IS' "{ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ti - NOTE FOR COMBINATION OF SECTIONS: * o E.D. EDGE DISTANCE No.44167 y 0j2017 metro INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM p��BY' = 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) *' 07/e0/t7 IN Ar4Y 1'IAY TO SUR ANY INSTALLATION. -o STARFOLDING SHUTTER CORP. �q �L L•C INc. DATE y•: .+, / TI.7ESTINO&ENGINEERING COMPANY 7089 HEYSTREET RACE ® _ QpS01'r•�,p t, aul Nz�wn m..m..ws. wmo¢_n avm WEST PALM TL 33413 17-082 t SEE LIMITATIONS FOR ON SHEET 2 ••'/_• l,t ';"mric ..07. ' m:role emu:am GRAVING N. SS/ •e�E@� ,tt EB-DGo6719 tYALTER A mLIT Jr.P.E m•r �^^o• m RDPoOA Lim 1"167 m.ba.. m/m/n m SHEEP 7 OF 13 POURED CONCRETE OR GROUTED CONCRETE ELM WALL RECURED � B SPAN 11lBE FFR SOHEIRRE CONS /(2�IGFGR9(�TP1)(SEETSCHEDULE) X X r / �� TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) >IT (a)1/4••3/4'i0U EEREII --_---- AT 2.O.t m%G1nIDNNLY. 0 0 0- - - ---- ___o .211 ALLOY/ABLE TUBE REO'D ANGLE NUMBER OF ANCHORS SPAN Tug PER 3CHmuLE - --_I______ MAXIMUM SPAN LENGTH EA. END PER END OF TUBE TUBE �mra eom-Ta AUZr o 0 0 0 0 SIZE P SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM mi 1/rP a J/a•TEK SCREW 0 6'D.C. / 1/T W. I TUBE TUBE TUBE ^y 3.r w 3•13•T L r..• ra•,. 60" 106.0" 13 8 3 �iTat/a1 tFNCLE OU-76 uxcTN Goal- Ar 6061-T6 ALUM.H1GIE y�y 2"x4"xl/8" 96" 85.0" 17 10 • (SEE SCHmUM. 144" 69.0" 13 8 3;Y« t 80" 117.0" 17 10 -�- eaa3-Ta AauLL AN �* t4r 41n• 2"x4"xl/4" 96" 110.0" 21 12 - - -- (SEE SPAN TUBE 144" 91.0" 21 12 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELN ON (TUBE AT TOP) 2"x5"xl/B' 96' 100.0" 21 12 SECTION X VAN TUBE144" 81.0" 17 10 su•a rs 4E1o/(rtiPa 80` 124.0" 21 12 1 +>NcWon. 2"x6"xl/8" 96" 114.0" 21 12 144" 93.0" 21 1 12 ]A4 «]1] « VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE 3•at•alµti lFHC111 T ]•:a•or]'d'ar 3-.2-46 N LE ANGLE « ]•.2 1/11,tENctn SHUTTERS HEIGHT ABOVE k BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN (s16 SCHEDULE) aont-T6 AUD,u+n� SHOWN ON TABLE 1. (SEE- AE) Y / Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) MU 1/r6.3/4•TEx Scow o 0 o O p\ TUBE PROD CT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS • o a•O.C. _ ____ I SIZE SPAT,) SPAN LENGTH EA END PER END OF TUBE \ SPAN Nff PER SCHEDULE - ------ ---- ----- ' J•a2•.1/r.1ENCCTN 60` 76.0` 13 12 606}TB ALLY( / �/ / . -T5 4 AN4E (SEE SCHEDULE) (6)1/r a 3/4•TENS SCREW a 2"x4"xl/8" 96" 60.0" 17 15 6D00•NAIL AT r O.G LONOOUOPULLY. 4.MM.sPACLIG SPAN TUSE PER SCHEDULE BETWEIN ANCHORS(V.) POURED CONCRETE (SEE saouLE) 144 48.0` 13 12 OR cRoulm CONCRETE (2)Roes OF t/r6»Nora TxoCr WALL REOUTRM N1a1on cm (sm scNmuLE) TYPICAL ELEVATION (TUBE AT BOTTOM) 80" 87.0" 21 18 scut x s SPAN TUBE MOUNTING INSTALLATION 2"x4"xi/4" 96" 79.0" 21 18 SECTION Y (a)1/4•a 3/4•DNS SCREW xALL' T3. 4 1/2'M SPAN Tog LE° 144" 65.0" 21 18 AT r OD.LONCUUMDAUY. rir T s06 7 3ALUM.AN pw3 ENNG 1/2•M. 80" 77.0" 17 15 LIllGfll 6063-i6 NULL ANGLE (3)ROWS OF 1/4.. (�sc"mom I « 2"x5"x1/8" 96' 70.0" 21 18 TAPCONS ANCHOR$ (TYP•)(SEE SCHEDULE) « 0 T 144" 1 57.0" 17 15 / 80" 88.0" 21 18 96" 81.0" 21 18 B Z � 144" 66.0" 21 18 0 0 0 0 0, oN INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED CONCRETE 1/4•0.3/4•DENt SCREW _ ______________ OR GROUTED CONCRETE BLOCK WALL C a.mo•NAx a 6.O.C. O O O SCALE:N.T.S. A (SEE sC HOUIL) SPAN TUBE PER SCHEDULE - - ------------ - aON-T6 NLOR S I E PFfi SCHEDULE 0 0 o i o 0 o AEAJ�Pli i�rs crni MAX.A.S.D.DESIGN PRESSURE RATING 372.0 PSF iCunH46O63-T6 a YYTL •(�+F.N' ANQLE FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ANGLE or (SEE SCIIEOLLE) . 13r Nf7 �4767 ®zD17 TUTeco we TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN y 1 N.L F Af POURED C�QL ' I ) ENMG L4 T S• . 070ATE1T tnocx WALL REGBwm 3.4 «3tY «TC1. 4 IL ECO sae. FOLDING SHUTTER CORP. / O I-3% T1EUT TESTING k ENGINEERING COMPANY 700.NELSIPEET PLACE (5)1/4•.3/r TEN$SGIflT IENGM aoe3-m aWLL ANOLE /r••••, V 1.4, tl•3 MAW•.3Nn S6.S.�`aGa fJ.M1OFrJ,n 1110 WEST PALM BELCH.R 334T3 1 7-082 TYPICAL ELEVATION (TUBE AT MIONEIGHT) /� .,ORI P•:'(e;, 1 .,R,) ,_, _ (,G,p„_,,,, PH..1000-e4T-8371 AT 2.O.G lONl2NDNALLY. (SEE SCNFDULC) - (' .. ` _ SCNE: Ts = ESS/ .... •r\`rH,t ®-D. B,Com W.W./r6drpa6ul4.acom DRAMNC M. SPAN TUBE A10UNTINGSPAN TUBE 1N�A��ON V -- YIN.TER A TILUT Jr.P.E m.N. T SEE LIMITATIONS FOR®ON SHEEP 2 am rAW -- -- -- -SEON 2-- " _• S!Fy`ynllfiE/OATE noRllla Ix u1e7 m o-Rt• HnrgnT a SHE', a ai 13 1/4'P.1 3/4' WIN EA. TAPCONS/CREPE-n.EX (SEE SHEET �Elasm ww y// ANCHORS O la,O.C. 13) Y/ 1 Ex6TNG STRUCTURE YIN.E0. Y F 5,758•(TYP.) EUCTURE (SEE SNF}TT t3) p[h�0E0 �1. STRUCTURE / \ STRUCTURE 3/16'POP RIVETS OR O/YCENTERPT IECE°F°R 9�� T TAPCONS CAETE-FLEX / , \ 18`O.C.,/s•Tp(5 O DYP.) 1 7 ANCHORS O le'O.C. 3 1 1 15 1 1 r /I6,PCP t or �t or Qgt or �t mai a"act WALL FACE or 1A W ` END CONDITION 90.0' 90.0• �- 3/I6'POP tilYE75 OR / 8 4 SH WN '/''•3/4'TDG a Ie O.C. \ (TOR ERIDAOR OR 5 —� OR E%fFF10A) (64E NaTE 1) (2)Q O O EXTERIOR (x)®0 30-O.C.o LaGSPAN FOR u�P T°�s9 \ YIOSPML FOR UP TO BO SPAN&(3) SPA1L&(3) 4R) ' O.C. 1 4-SP 3 HORIZONTAL SECTION 20 o°M°�AN' SCREW a Y6 V 8 HORIZONTAL SECTION SCREW WAY 6E I / LEVERS F%iDiOR INTERIOR OR EXTERIOR)UP (LEVERS 161ETIIOR /16•POP RIVETS a7TEROR OR E ( ) OR Ex1FRI0A)^ oR 1/a'.3/a• ' *MAY VARY AT 1/I.ST SLAT AT TRAPPED INSTA1UTi0N5 soli-T6 ALJm AN LE 4 OR TDTS o+s D.C. 4 OR 5 / TAPCON/CRETE-FLEX SHO TercoN/caETE-FLEX SHO . t SEE DNRA7%M FOR f@ON SHEET 2 ANCHORS 0 10'O.C.To ANCHORS O le'O.C.To \ 3 / EXISI0IG SIFIIC7URE E1aSDNG STRICTURE BUILD—OUT EXSTrG sTAucrun �• 2-1a.1/6.cow. YIN. WU-76 AL ANCLE E0. E0. END CONDITION 3/I6'POP RIVETS OR 1/4'.3/4'TEXS OR EXIS1UtG STRUCTURE END LOCK ANGLE . /a• w/ NUTS O 12.O..C.C. END LOCK ANGLE NUT NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION Y.2'.1/6.606E-T6 1/4'a 3/4'TEx ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CoNr.ALUNGuu L¢T+r ALLaE� SCREWS ATTACHED TO O� (x)©O 30'O.O O CENTERPIECE O 6'O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE I@. A YDSPAH FOR U�TO 96' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN (.' OS1a 30' 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED O.C.o U PUTFOR UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.10D" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE INSTAAU.EE°B A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DGEMR) OF THE TIP A SQUARE, 0.475"xO.475"xO.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ��r� 4 OR 5 ALUMINUM LOCKING TUBE �8 A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 400 '8 SHO (1)PIECE, 1.375" LONG, WITH A 0.366'xO.366"xO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE @. THE TOP OF THE PIECE MUST INCLUDE A 0.684" p (LVTIs 1111ERWR y l DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. s OR EXTERIOR) �� SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 18 (mm.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVE s INTERIOR 4 OR(� OR EMERIOR) SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL .T'Lt,Q�: 4•/TL/q:_ FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) `,, 02017 TIOEC0 INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN In: END INSTALLATION DETAILS INTO CONCRETE. �41 W.L. °' CONCRETE BLOCK & WOOD (AS APPLICABLE L E C o FOLDING SHUTTER CORP. a," "� •• 7 "%' �� TILUT TESTING&ENGINEERING COMPANY 708W IffNSTREET PLACE eta Ne un m.$N.aW,rJrcrA nuaxtL3.n.era WEST PALL BEACH.FL 33413 17-QB2 ``�f�••./t• . Pm.,(Mma'ta.rm,(aW)mt-HW I PIC 1600-643-6371 _. '•��RIDP:�.��•Lit R:t374aaaaaLaaa, ....ramap.Wu..aela GRAWRIG No •• ,L ES-0006719 _ VULTER A.TILUT Jr.P.E FUORILIA Lic.B 44167 _ __ mtbm. m/u/t> tx. SHEET 9 OF 13 /-2'.2'.1/8' 1 I AWNONY ANGLE / BUI D-OUT MOUNT A I A PER SECTION 4,SHEET 6 (2)3/16'FOR RIVETS, 2'.2'.1/e' EACH LEG Of 2•.2' AL.UYfNU11 ANGLE �Alifd.E ANGLE LEG MAY FACE (� _ AWAY FROM NO OPQONG (AS SHOAN)OR TOWARDS OPEN P REQUINO RE15-1 D ANCHORS _ PEOIMSIRUCTURE 19 DURD-OUT YO PER SECTIONt,SHEET 6 (2)3/16•PCP RIVETS, EACH LEG OF 2.Y ANGLE ALTERtUIE WALL EXTERIOR ELEVATION AND'SILL AND BOTH SIDES PLAN VIEW A—A YOUTT FOR ONE ---- OR BOTH ANGLES OF PRODUCT e OPTIONAL SIDE ANGLE TT3ai OR,/16'POP 4' 1, .1 a 1/9• 0'-Y (FOR SECTION{.SHEET e) RIVETS PER ANGLE TO YIN..ALUMINUMN TOP h TUBE �BOTfOMOR TO ANGLES OR TO Null(2 REOU6EO) (2 1/1' TAPCCN/ -FLE1L0 ANCHORS EA ANGLE TO STAB 0 g 1/C 0,1 3/4' TAPCONS/CRETE-FLEX ENO ORY BE TUT I ANCHORS a 18'O.C. ' . L END 1/4 3/16•POP RIVETS OR EXISTING STRUCTURE 1/1'1E11 0 12'O.C. �. 3 I 1/2 Met - CORNER POST /�� ISOMETRIC SNARE OF CONCREE OYP.AT TOP AND BOTTOM SIABs) '�9 END�i END BE FLAT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HOR90NM SECnO,N ter•'���L'I.�ap '',~ _ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) c ��3• °11.y, ®eon n �*N BY. INc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° ' END INSTALLATION DETAILS INTO CONCRETE. Y ;n t� Q_„r 1�J� 07/20/17 CONCRETE BLOCK & WOOD (AS APPLICABLE '. IL E C o�N�. FOLDING SHUTTER CORP. DATE . TIWT TESTING C ENGINEERING COMPANY WEST PALM PLACE V'.-I{� • 'J ....wEe:.o sd.,as.Y.nvA Gvm+s.w aT1a. NTST PAW BFACH,R„{IJ 17-082 m 1-tnv.Fn..(nIJFl1-L•11 PIt 1600-E/3-6371 ••C�- - ail:10lecoDa0l.wm •.nrJOWinpY.ICe1vcOm CRAVING No WALTE A.TIWT Jr.P.E. FLORIDA Lie_1 a4167 m/m/,T BF�Ei 9A of i, I/ WALL FINISH /\ \ OPTIONAL RAIN HOOD (NON-STRUCTURAL) I WALL FINISH 11II 0.060•THICK S.S. /10a3•S.S.S.N.S.W/1/2•0 a3/4• ROI i CR HOUSING 8 LONG NYLON BUSHINGS(Typ.TOP)A ROLLER HOUSING BOTTOM). ) EXCEPT (TYP.) _AI / 0.060•THICK S.S.ROLLER HOUSING ' i \ (2)NYLON �I �l a I OPTIONAL RAN HOOD (NON-STRUCTURAL) I / 6 2'a4'CONT.1YOOD I 3/16•ALUM.POP HEADER REO'D. 3'S.S.S.N.S.W/ 0.373•LONG NYLON -RIVETS,O 1B'O.C. CONE. BUSHING VI/A 0.150' CON ECTON Ct�— LONG TOP SECTION 0.500' 0.163•a0.270' I \ O.D.AND 0.245'1.d.AND a0.030' 0.223•LONG BOTTOMULTRA WEATHS T or \ ' SECTION 0.320'O.D.AND STRIPPING EA. (� 0.245'Ld. SIDE(ryp,) t 'y c 3/18'ALUM.POP (TYP.) 8 ^Y RIVETS,® 18'O.C. MIN.SEPARATION � MIN.SEPARATIO 11 I TO(SASS 2'a4'WADER WOOD TO GLASS s NFAOEN REO'D. (SEE SCHEDULE / or + (SEE SCHEDULE T or ON SHEEP 13) rye,t ON SHEEP 13) t 3 w 2'4'PLATE REQ'D. 1 0 / ? WALL FACE MOUNTING INSTALLATION � � SECTION 2W (TOP) CONNECTION C11 \111111 FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD •�.�E�A. rig"-- i;'� '•••(`E••' ✓�_ FLORIDA BUILDING CODE (High & Non High Velocity Hurticane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 m DRAON ar NOTESm �Vd.441B72017 TILTECO INC. ' ••: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ml. NOTE FOR COMBINATION OF SECTIONS: , o7/zo/17 1- FOR MOOD FRAME CONSTRUCTION:WOOD MEMBERS TO .� IL EC O,Ne. FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 1 EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED ' .p . 0 IN ANY WAY 70 SUIT ANY INSTALLATION. e Q:: T1LUT TESTING&ENGINEERING COMPANY 7089 HEMSTRFET PLACE •O •. On 1 I•,��E�.t Wy H&aao'51.Sh JOa. �.a CMOa4 n v1Y WEST PA ^BEACH.EL n413 17-082 ,i' c>a.,Qamm 1-Tam. pro1m1-ia11 PH:ISOD-643-5371 a:tat-oaool.— anAl f1liAltfatmn DRAWING No '• �,t1 EB-0006719 WALTER A.Tn1JT Jr.P.E. FLORIDA Ua 1 44167 m u-eu oagryn a` SHE- To OF 1! 1/4.0 x 3/4•TENS SCREW OR 1/4'•3/4' BOLTS W/NITS&WASHf:Ti 0 6"O.C. 1 ( REQUIRED.STRUCTURAL ADEQUACYOF EXISTING DOO BEAM CERTIFIED BYWREGISTERED TO BE CERTIFIED -WALL FINISH 0.060'THICK S.S. t SEE LIMITATIONS FOR®ON SHEET 2 ENGINEER OR ARCHITECT PRIOR r ROLLER HOUSING ro PaoDucr 1NsraunnDN. / 2'x4'CON-. A ICONNECIION CA WOOD HEADER ? REO'D./ I E0. 1 EQ. �j OPTIONAL RAIN M000 NOTE FOR COMBINATION OF SECTIS: / (NON-STRUCTURAL) 8 - MOUNTING SECTIONS CAN BE COOMBINED CONVEX ION C5 /fo:3'S.S.ss.s.Ms w/t/2'o xJ/4 \. n LONG NYLON BUSHINGS(Typo TOP) IN ANY WAY TO SUIT ANY INSTALLATION. / / / •; / AND 1• IR (Typo BOTTOM).EXCEPT • WII •—//// AT ROLLER HOUSING(TYPO) / 4 - I / E • OPTIONAL RAIN HOOD _`.. 2 x 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ;j (NON-STRUCNRAL) - -a (ROLLERS e3 BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I oil 8 IB x IN S.S.B.M.S.W LONG T LONG NYLON -J I L_i-"- POP RIVETS, / / J/18'ALUM. BUSHING W A 0.15D'LONG TOP SECTION ALTERNATE LEG 1 O 18'O.C. / I LOCATION CONY, 0.500'O.D.AND 0.245"i.d.AND 0.22J'LONG POP RIVETS. (SEE NOTE•) 0.183'x0.2TO'x0A30" BOTTOM SECTION 0-320'O.D.AND 0.245"LCL ' O 1B'O.C. ULTRAFAB WEATHER f (TI'PJ MIN.SEPARATION STRIPPWG EIL SIDE ' •) i i Of '�t = (SEE BCMEDUS LE S ON SNIEEI 13) or KIN.SEPARATION YIN.SEPARATION I� TO GET 1 I I N w To GLASS I I I+ (SEE SCHEDULE I I �i (SEE SCHEDULE i ON SHEET,3) � , b or N ON SHEET 13) t •S I I I 1 or t 1 orQ� t 3 ALTERNATE 3/16-ALUM } + ALTERNATE LEG I POP RIVETS O 5•D.C. '__ ---__- �-''LOCATION _ OPTIONAL RAIN CUARD\ ' ALTERNATE LEG AT REAR. , -T L I"�'i' ( (SEE NOTE•) ( (NON-STRUiRAL) LOCATION 'I L J I 1 i ,f=�'�SEE NOTE•) I I ------��----- - - I L J ' E________ II ALTERNATE J/76'AlUN. I I, L__J II --� , I , T ' ,I POP RIVETS O 5"O.C. 2"x4'CONT. iI - .._____ II I AT REAR. WOOD PIA I-�__$___ i_ I I m „I a a 1I�-t' �I--y1` 1 o n a r REO'0., I, 9 1�------,--'-- N o 8 ------- o n 3 3/16"ALUM.POP RIVETS ------------- 9 I as O 70'O.C.BOTH SIDES 3 3/1 a PCP PoVEIS ®tD'D.C.o.c.BOTH SIDES won o ED ED. 4' 1 21x6'MIN.WOOD 0, g 27x4'CONT. / ` ' I DECK REQUIRED 1/4'0 x 3/4-TIERS SCREW WOOD R ATED. / I I OR 1 x x 3 TENS SCREW (NO FINISH ALLO'NED) �1` I OR 1/4'x 3/6'BOLTS W/NUTS W/5/8'WASHER OR 11 f I 1 &5/8-WASHER O 6-O.C. CONNECTION C6 p I I 1/4'x 3/4'BOLTS W/NUTS& l I ` } I 00NNEMION / 1 I S/8• HER O 4'O.C. 4, 11` I 2"MIN.E.D. 2•MIN.E.O. CONNECTION C3 9 11I iI WALL FINISH WALL FINISH 5 BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AWur($'If VOM) SECTION 7W -- �,�aQ` ✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE!:ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ' ANN Elf, �41 B7 02017 TILTECO INC.'•:� TITAN IT FOLDING IMPACT PROTECTIVE SYSTEM DR� INSTALLATIONS DETAILS INTO WOOD * FOLDING SHUTTER CORP. °'�°"' IL E C O�N�. 04TE SCALE N.T.S. ' 'tl'• O 7088 HEMSTREET PLACE Q TOUET TESTING&ENGINEERING COMPANY T7-082 •�0••• • /�•`�l • ws��M 6t.61a 3m.Y.LCMA OFOD3 it]�,M WEST P,2 BEACH,FL 1 /rn••.�O .. P•r aSGr•S� a m,_-GOD ru:Omlm,_,m, PIt:16 -637, [ - E L1Leco0od.r:om x�./old uUen.ccm 6719 ORAtlING No • is •........•' j1 _ WALTER A. .,I.Ll�d 44107�.,I. m,s-0,• m/ao/,r_a- SNCR I OF 13 I N.SEPARATION I J T ? TO GLASS MIN.�SES ON I Of ®1 T (SEE SCHEDULE ON SHEET 13) a w (SEE SCHEDULE ON SHEET �i Of 3 OPTIONAL RAIN GUARD I w (NON-STRUCTURAL) 14 1/4'0 x 1'TEK I ALTERNATE 3/16'ALUM. n SCREW OR 1/40-20"xt POP R.0 5"D.C. S.S.MS WITH NUT& AT REAR. 9 WASHER 0 4'O.C. I n 3/16•ALUM.POP RIVETS Pia 0 10'O.C.BOTH SIDES EDGE OF SLAB ALTERNATE LEC&I ' n IF APPLICABLE _ EDGE OF SLAB ANCHOR LOCATION ,4 CY1NNEMM IF APPLICABLE (SEE NOTE 14 x ' -�--- - 25,6'MIN.WOOD DECK REQUIRED (NO FlNISH ALLOWED) CONNECTION CS EDGE OF SLAB IF EDGE OF 2'PAN.ED. APPLICABLE �� SLAB IF 2"MIN.E.D. APPLICABLE EO 1 SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION -—v SECTION 7BW (BOTTOM) 1 MIN.E.D. 1"MN.E.D. NOTE FOR COIABINATION OF SECTIONS: 2•x6'MIN.W'000 DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISHALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MEN.SEPARATION FLOOR MOUNTING INSTALLATION Puy .WOOD (S�s LE SECTION 7AW (BOTTOM) NOTES, ON SHEEf3) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO � BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUALWALL FINISH t i(3)5/16'0 LAG 2' 2- SEE SECTIONS BW& 14W FOR MAX.A.S.O. DESIGN of �,v,SCRLIVS W/2 1/2•MIN. MIN.ED. PRESSURE RATING&SPANS W / \ 1"x 4'v 1/B'PENETRATION AT MIDW[DTH BOB]-TB CONT. (2-)OFRAFTER/TRUSSES O \ ALUMINUM TUBE 1/4'14"(6065-T6)FIAT 1: EXISTING 2%WOOD PLATE W/1/4'0:1'7EK TRUSSES OR RAFTER 2'x4'MIK WWOOD SCREWS 0 6.O.C.IN AT 2a'O.C.tUI1I. SR1D5 0 16'O.C. I; g BERYEEN TTiUS5E5 OR PLATE W/1/4'0 x1•TEK SCREWS O 4'O.C.IN " (2)1/4.0 TAPCON OR 1/4"0 CREPE-FLEX BETWEEN TRUSSES ANCHORS OR#14 NDS WOOD SCREWS OR 1/4.0 I N "1/10 EDGE(IF APPLICABLE) NDS lAG SCRELYS AT NIDWIDTH OF Ea SND W/2 1/2 Min.THREADED PENETRATION INTO WOODMAX.PLYWOOD E%ISIING SOFFIT STUDY K (2)NYLON l I SCREW OR 1/4"-20 x 3/4' ROLLERS f #10.3•S.S.S.M.S.W/1/2"0 x3/4'LONG 7 l , It\ SS.BOLTS W/NUTS& 0.855 NYLON BUSHINGS CW.TOP)AND 1"LONG 1/4'0 x 3/4'TEK WASHER 0 6"O.C. (TYP.BOTTOM),EXCEPT AT ROLLER HOUSING I n ! S SCREW 0 6'O.C. e+0.3 S.S.S.Ms.W/ I e (T'p)11 MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.773"LONG NYLON BUSHING A0.0.50 I DQNT. INSTALLATIONS DE�GA, SECTION 14W (BOTTOMS TOP .245'SECTION 0.50D' 1 /.:: O.D.00.AND 0.245'i.d.AND 0.163':0.270' v0.030' MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, —60.0 PSF 0.TION LONG BOTTOM MIN.SEPARATION ULTRAFAD SECTION O.S20'O.D.AND TO GLASS WEATHER T INTO WOOD �' ✓ ,��i .••••........... 0.245"i.0. (SEE SCHEDInE STRIPPING FA GEMS •••r -' FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) (rP.) ON SHEET 13) I 'SIDE(T(P.) I Or �i 1 T SCALE N.T.S. ®2017 TILTECO WC. ORAHH BY: 1 I No.44167 ? TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M.L. F ' IL EC O ape. FOLDING SHUTTER CORP. °'p°TC" HEADER TO TRUSS MOUNTING INSTALLATION ,'.. � TILUT TESTWO&EHOIIHCERING COMPANY 7069 HEYSIREET PLACE 0 Hf.]6N.9.Sb.]W.NRGwA GN+DLI+S M1 A1G6 WFST PAW BEACH,FL 33413 17-082 SECTION 8W (TOP) ,rfs. 0 l ���,•: PA,.,e�m® ° 9�]omT,_,v, ::T��o°I��' DRAIRHG Ho MAX. A.S.D. DESIGN PRESSURE_RATING +60.0,_-60.0 PSF •• ' • W.. A. c. Jr.P.E. �.•• caom, eo. �.,'. 0xama enA ____-.?.•"...... TLRE/OAIE _ FLOIGOA,Iie._j_ _--- --] -SNEEi-12-OF-13- MAXIMUM WIND PRESSURE (p.s.f.1 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 B & 2 1/4" FOR C ANCHORS) eTm IWJ M MATS SPA45 A u4� THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONCRETE CONCRETE BLOCK STEEL WOOD F�0 E Pos rre ATCAtnE aATTACTta" CON. ANCHOR ANCHOR ANCHOR I+7-1 � PRt�tX� a BoTrow ANCHOR TYPE ANCHOR TYPE TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK IL4. 44 TYPE SPACING TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib ft A B MLB/Fr A C E A C F 60.0" 60' 88 Ib/ft 9 425 LB/FT - 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B A C 35 psf 100.0" 100" 146 Ib ft C1 6 473 LB/FT - 236 LB/Fi 202 LB/FT 383 LB/FT 432 LB/FT C1 9 417 LB FT 388 LB FT - 134 LB FT 144" taa' 210 Ib it 12 387 L-0 FT - 166 LB FT 142 LB FT 271 LB FT 347 LB FT 461 LB/FT - 418 LB FT - 202 LB FT 60.0" 60' 100 Ib/ft C2 g 456 LB/FT - 50 LB/FT 190 LB FT 318 LB FT 3so L.B FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40--psf 100.0" 100' 167 Ib/ft 6 525 LB/FT - 12 LB/FT 265 LB/FT 353 LB/Fi 443 LB/Fi C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT taa" taa" 240 Ib ft g 390 LB/FT - 157 LB FT 134 LB Fi 257 LB/FT 329 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/FT 60.0' 60.0" 115 Ib ft / / 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/Fi 236 LB/FT 202 LB/Fi 298 LB/FT 405 LB/FT 46 psf 67,0" 97.0" 187 Ib/ft 3 1813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FTj 202 LB/FT 115.0" 1157 221 Ib ft 9 1466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FTJ 304 LB/FT 144" 144" 276 Ib ft C4 6 1592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0" 187 Ib/ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 560 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.10 89..0 205 Ib ft 3 912 LB/FT - 682 LB FT 50 psf 100.0" 100.0" 208 Ib/ft 281 LB/FT - WLB/Fr T 83 LB/FT 143 LB/FT 103 LB/Fi / - 364 LB/FT 120.0" 120.0" 250 Ib ft CS 6 21 LB/FT - FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/Fi - 224 LB/FT - 83 is/Fi 144" 140" 300 Ib ft 3 43 LB/FT - FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0" 1311 lb/It 273 LB/FT 325 LB/FT - 138 LB/FT 102 LB/FT 3 681 LB FT - 670 LB/FT - 250 LB/FT 81.0' 81.0" C6 6 10 LB/FT 487 LB/ - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0' 1ao.0' 229 Ib ft C6 6 332 LB/FT 378 LB/FT 323 LB/FT - 3 22 LB/FT 975 LB/ - 414 LE/FT 307 LB/FT3 663 LB/Fi 756 LB/FT 646LB/FT 1137" 1134" 4 269 LB/FT 301 LB/FT - 114 LB/FT 153 LB/FT - - 137'" 0.0 150 Ib it C7 3 358 LB FT 402 LB - - 4 232 LB/FT 236 LB/FT 183 LB/FT 60.0" 60.0" 200 Ib it / LB/FT 244 LB/FT 152 LB/FT 204 LB/FT C7 3 310 LB/FT 315 LB/FT 244 LB/FT 80.0" 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT 12 388 LB FT 460 LB FT 409 LB/FT 60 psf 700.0' 100.0` 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT / / - - 115.0' 115.0" 288 Ib ft C8 8 736 LB/Fi 894 LB/Fi 614 LB/FT - - 397 LB/Fi 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - 131 128" 346 Ib ft 6 982 LB/FT 1194 LB/Fi 819 LB/FT - - 530 LB/FT 336 LB/FT 6 1777 LB/FTj 921 LB/FT 1819 LB/FT - 59.0" 59.0" 160 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 OSEE 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 SLAT HIGH VELOCITY NON HIGH VELOCITY CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 70 psf 100.0' 100.0` 292 Ib ft TYPE DESCRIPTION 121" 118" 374 Ib ft SPAN HURRICANE ZONE 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" R N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0` 313 Ib fk THREADFORM TECHNOLOGY 117" 114" 387 Ib ft 5'-iS" 2 1/2" 1" 2 5/8" 80 psf 113" 111" 400 Ib ft AS LESS 8 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 107" 104" >5'-10" 100 psf 101` 99" 447 Ib ft TO 8'-3" 2 5/8"} 1' 2 3/4"E "} C 1/4" 0 CREPE-FLEX 3.00" 3.00" R N/A 3.00" 3.00" N/A N/A 94- 90' 120 psf 87" 82` 484 Ib ft >8'-3" E 1/4' 0 ITW-BUILDER N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80' 76" 483 Ib ft [TO 12'-0' 3 1/2" 1" 3 5/8" 1/ SCREWS 140 psf 74" 70" 4B4 Ib ft #14 NOS WOOD SCREWS OR 150 psf 69' 66" 483 Ib ft ]�fT�7Jy"'� 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 A AS DEFINED BY ASTM E-1996 STANDARD. i;"j - A,T�t�/ A 11�: } EXCEPT THAT 3 5/8` SHALL BE USED `l� �' �' FLORIDA BUILDING CODE (Nigh & Non High Velocity Hurricane Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, N • .n ';r 02017 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAI'N BY. GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. 4, 4A & 70. Y.L. L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN GNECATIVE 0.5.0.DESIGN PRESSURE IL E C O kI!1,:. FOLDING SHUTTER CORP. OT DAT'20/E LACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS .®;�. t ;}rt4Fy /�. TIWT TESTING&ENGINEERING COMPANY TOe9 M SM:R, F.33 �^c`�Cc'..• O �, 61�!HW.]W.R,5•a]6S NFfA^A GWETtg,R]]IL6 WET PAW B;1LN,R]1f1] 1 7-082 EQUAL TO THE MINI61Jlt,1 DETERMINED PRODUCT Pn.".:e]wTni-13L.r..:t]a+)an-1],1 PH:te00-bu-e]71 I:OltecoOael.com -fol ueers.mm SPAN BETWEEN 'L+'AND"L-". •`•0�^ R►OP 4',tY4 EB-OOQ67t9 �Oh QRAVINQ No S WALTFR A n Jr.PE m.. I ,E FLOIC04 U,-j N167 m,e-0.. _ or/n/n_a_ -- om