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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 142 • e BCIS Home I Log In User Registration Hot Topics i Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map I Links Search W J- _r. * Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I +- FL# FL17080-R2 Application Type Revision Code Version 2017 Application Status Approved Comments j Archived ❑ Product'Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 I 1 edh@foldingshutters.com Authorized Signature Ed Heritage ®`lO, ® edh@foldingshutters.com V , C Technical Representative Ed Heritage COCoUsllv C; Address/Phone/Email 7089 Hemstreet Place CIE West Palm Beach,FL 33413 ®�G (561)683-4811 Ext 7675 edh@foldingshutters.com 7 QualityAssurance Representative Ed HeritageA ® Address/Phone/Email 7089 Hemstreet Place 1 �� CO West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable I 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. R Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPA PROT SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year i TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code j i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDgv2aBQpHpQQ... 2/12/2019 Florida Building Code Online Page 2 of 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 i 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) Limitsi 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 Verifled 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 Reoort 17- 0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes i Back Ne# 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 mall 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 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 hem. Product Approval Accepts: UWal P-q- o Credit Card Safe i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 112/2019 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 IiW/BUILDER, DESIGN WIND LOADS SFWJ_BE DETERMINED AS PER SECTIONS 1620 (MVHZ) & 1809,(NHVHZ)OF THE ABOVE MENTIONED CODE, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 8 14 NOS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALTIY FACTOR NOTESL 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 FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 814 NDS WOOD SCREWS OR REDUCED TO AS.O. 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 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 PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS IN THIS P,LOANALYSIS. AS TESTED, WERE NOT OVERSTRESSED,A S INCREASE IN C.2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 814 NDS WOOD SCREWS OR 1/4'0 NDS - ALLOWABLE-STRESS FOR WIND LOADS WAS NAI USED IN THEIR AIIALYSIS..A-DURATION FACTOR_CD . 1.60 WAS USED FOR.VERIFICATION_ OF-FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ONSHEETS10 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.IJ, HURRICANE TESTING LABORATORY(H.T.L)4,AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 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.) INTERNI 2. STAINLESS STEEL SHEET METAL SCREWS USED.AT SLATS O&0 SHALL BE 8 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH&187.4 kci TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5D00 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 BUILDEL TEN SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kei YIELD STRENGTH AND 90 k9i TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON,STEEL-RW/BUIIDIX 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 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR 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 IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.f'c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE ONE LIBEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SCUD SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN, f'c=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.Vc-3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION STALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANL' 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;i.e.WHERE THE SITE CONDITIONS DEV14TE FROM THE P.E.D. A2) 3/4'SOLID 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 BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES AI &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 (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 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 - 1/4'0:3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES: TFT)FFF�����"))'% THIS DRAWING SNAIL ONLY BE USED TO OBTAIN B7) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' L1,LILI99I����,R� TI(�� PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13.0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. \ . �✓ 6.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO A' \'\�ENSF•' �Y 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 _• O.44187 02017 TILTELG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °FAY�'' MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING IN m/co/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEIIND SUCH PANELS.ANCHORAGE 9O 4 IL EC O INc. FOLDING SHUTTER'CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 & 8.2 ABOVE •,L� TILUT TESTING&ENGINEERING COMPANY 7009 HOLSTREET RACE A'1tY;/ em xe.xv.s4 w.wt.wrwu �.a�loa WEST PAW BEACH FL 37413 \�,� �. .�oalol-law....,tGgw-'. , PH:1000-643-W71 17-082 o11M1. ­EB-a: •- �JouGM'wre DRAWING No WALTER A TGUT Jr,P.E. ottmoo. av v.r muniw Aos P1'SWf$II;IUNRE/DATE FLORIDA LIC. "167 m,0->Ie m/ao/n A --_ -_ SHEET 1 OE IJ I F, —zos9- � eta 4 R.ra• 3 .naz-.- $ _is � � .arz' r..a•-•+ � � pyei g i •�^^ e 2 .oat' � '$ I� � ,•,lds• r. - zaso- fflAT as r.R7a 6063 T6 ALLOY - (U SLAT WINDOW, Q END_ Q FLAT' _ END j7i° - - — ®- FX�ERIOR CENTFRP�'CE BE'-US E PERFORATIONS LL PER, 6063-T6,ALLOY 606J-T5 ALLOY 6063-T5 ALLOY 6063-F6 ALLOY MAY - (TO BE USED ONLY FOR IAISTALTA77ONS ® INTERIOR CENTERPIECE DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6065-76 ALLOY SEE COMPONENTS 20, 21 dt 22 ON yt SHEET 3.) tdyd--- aa61• ,aar ..ns--� �--?.rat• sw' 99 r.9a• ?.7M' zoez---� zas7"� �� 5 �.370' •�G. r.91T � .rn' .duo' $ � .odr- rza• a.Ito- .aar I `� - � 1. .aaa• .oso- � a •�' 099 _ s .Tao• � a z.�. � .D9?- a .097• 1 Slra• 2.67J- a.na ® WALL HEADER (2) 2" MAX B•0` (6) CUMNG HEADER ® BOU-0-9 SILL TRACK BOTTOM TRACK ADAPTER 6063-75 ALLOY S"IRRAD MA 6063-75 ALLOY 6063-76 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY .aa9• �advd• r-t2 .oto- I COMPONENT a D t1 t2 oy1• � 13 2' S" MAX. 0.125' 0.125" N i 1Mr ® 2" 4"MAX. 0.25" 0.25' .od?• oma{ © S" 2"MAX. 0.062" 6.062" 8r', RAIN HOOD Q ALT. BOTTOM TRACK ADAPTER �'J BOTTOM RAIN GUARD ALTMINLrM ANGLES 6063-T5 ALLOY 6063-T6 ALLOY 6063-116 ALLOY 6063-76 ALLOY ltir G P_ QNEN P5 � FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 2'x017 m'TECO uic. TITAN iI FOLDING IMPACT PROTECTIVE SYSTEM "'"uf' •n •••A ~ �� M.L. a r 3l8"0-16 ACETAL —?999 �[ a IL E G O�N�. FOLDING SHUTTER CORP. °(ATE LOCKING TUBES /� (ATE y • 4C/��• ; TIWt tE6TiN0 t ENGINEERING COMPANY WpT P 6TJON.FLVJ.7N7 AT CENTERP� 1�9 CORNER POST •• �GYYr• i�-oaz Nw.:(am)mt-lw0.Ir i Cwprt.lSH PN:feoD-6{5-6771 _ ,r L(1R{t1A:'' �+ '� .mai 6acaosa.coa ,.ata9r9 yemm9 asom DRaoxc No 6063-T6 ALLOY 6063-T6 ALLOY �`•'••., +t' �.TILUTtti �...�.. WALTFA A TIWf Jr.PE '�•"' totem °'° �'�` °�� o.a MIN. 28 1/2"LONG - f"J t•Lr.7E FLORIDA Sit.I<M{67 m a-m. m + SHEET 2 os la - r p To GTTa� (J)ROWS OF 7-� EOrf //4'o HOLES To O FA SPACED J/e•APART TABLE 1: SOURCES FOR &OOO IOJ B01H Z-CLIP FACH SD£suns �$OOIRECnONS. SLATS A-j OF wNDOW(SFE TABLE 1) STANO4RD 81 SWC 04MAWW£ KNUCKLE 000 K KLf� l �\ �PROPERTIES gt7ERp/C£ 7191AL/Srip9C£ PIA= (TYP) ry 0 $ 'LO LLa"41M1ON J) LJ761N 107 RESIN -- -_ $0�---- - I NINDOW _ _WEWNG SPECIFIC GiGYff1' ASr11 0792 0.043 to/iri 0.043 mrn ECHANICAl ` Fur rafno7 MTENSILE YIELD STRENGTH ASIM D638 9.400 p.aJ:- --9,500"J. asw FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.e.i. 13,400 p.a.i. z $ �,y4• FLEXURAL NaoULUS /STN 0790 '40.aoD y p 1•� TWE)pO SNAP-IN END ��Ti P•a.i. !45.000 D.s.i. OF KWOOWO"OM NOTCHED IZOD ASTM 0256 1B FT-10/in 17 FT-ID/in H£ 13 (SEE TABLE 2) nRF R IRNM.n,•v.•.rernrc. ce SNOHE DE SIN ASTM 02843 47.2 R 64.5 P MAX tN y RATE OF BURNING• ASTM 0833 C-1 CLASS C-1 CLASS :15, $S 1 A SELF IGNITION ASTM 01929 1040'F 980'r U Sur WINDOW SLAT WINDOW 0.060'DUCK WE.THFIBNG: ASTM G155 POLYCARBONATE WEW NC p—i. 8840 P.a.i. -6 N WINDOW(SEE TABLE 1) TENSILE STRENGTH WEATHERING ASTM 0638 0302 1.000" 22 NONOTES, TENSILE STRESSS BEFORE WFATMERMC AS1N 0858 1 8461 P.A.]. amD.a.i. ',T m ANL(. W MAX- (2)WINDOWS ANY BE'IN OWE SLAT SPACED ry A MINIMUM OF 24'APART, WITH 12'MIN FROM N ENDS OF SLAT 70P&BOTTOM. m -4LsMT Aaf EVER E INSTALLED ALAWCENT TABLE 2: SOURCES FOR Fur PpP1AT 70 TIAPI£CES�ORdS, NOR AT CORNERS OF PRODUCT. TRXA COLPAM a sur O0$ [4—r— ® SLAT WINDOW DETI�Q rM/G1L PROPER0E5 INc£ BUVX NYLON PART 00 0$ ^ (ELEVATION) 12o51sye csK $$$ SLAT'S LO PHYSICAL P CFFIIC GRAVITY ASTM 0792 0.042 ISG' p KNU 0� KNUCKLE WLWNNG OYP0000 �P) $ TENSILE YIELD STRENGTH ASTM D63° 11.500 P.a;. 08 O (J)ROWS OF T'M. °tO a O 1/4'P HOLES a pnv' F1J:)TUp.a. RAL STRENGTH AT YIELD ASTM 0790 13.000 I. p0 FA SPACED 'LEXDRAL MODULUS ASTM Mo 450,000 p.a;. rrwn aeNpnct J/8-APART apm' 1M2AGL 1TKN.MAHu,(f NOTCHED ROD ASTM 0258 0.6 FT-ID in muAT aO1Tp,1 IN B01N ro4lAreorlw / DIRECTIONS Face TMFRMN pROPFrtn�; OYvO aJJP' COEFFICIENT OF THERMAL EXPANSION ASTM 0696 5.5 x ID In/ir'F L OzlFL.L.BIUTY UL.94 V-2 �i�i SNAP—IN END CLIP MELTING TENPERATURE ASTM 03418 500'F NO a USED AS AN OPTION FDR ALL INSTALLATIONS ® SLAT WINDOW .lEVATION UNDER LARGE MISSILE.ANY INCLUDE PERFORAnONS AS PER THIS a£TA2. TYPICAL n SLAT WINDOW DETAILS -M4.Y. (2) WWDOWS ANY BE AV ONE SLA7 SPACED ��/'L\ /�7�� A7 CLIPS MIN.24•APART(LAK.EVERY TO SLATS). W/ lG V7 VIEWING WINDOW & IG /I 0) Li LIPS TYPICAL ALTERNATE PERFORATED JA (SMALL MISSILE lM� � (1)SLAT WINDOW ELEVATION T,1T�`` • t/�- (LARGE MISSILE IMPACT) AT,1 VC ENS '•,�9 d FLORIDA BUILDING CODE (High & Non High Velocity Hulricone Zone) S 02017 TILTECO'MO. No.44167 `; TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D^IL ILL. FOLDING SHUTTER CORP, °'ADATE :\� nLURT.TESTING GQEAN.ENGINEERING nClOMSlP,AY 7059 HEMSTREEF PLACE WET PAW BEACH,FL 334 13� .. ••....• PM1500-643-6371 17-082 ®G D087 9.cam mJRiS gM,IM4ra.mm DRAWING N. G ' WALTER A TLLT Jr.P.E. --- _ _ _ _ _ _ - P.G'SFAL/9GRATURE/GATE FLORIDA Ue.1 44167 av,s.4,. or/m/n SMELT 3 or 13 6 . ' + 103 2or01Y/ i3 ,i6 ,COR (f� -MTM,, MC8 (M2) 3: zdz USE (2) ♦ NOTES ON @&LOCKING TUBES C81 AT(j)& !' 0 O.C. S FOR UP AT 30' 0 I - 1.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" D.C. FOR SPANS UP TO 99°. USE THREE(3) @ FOR LARGER Q USE AT 30"O.C. w (.3 SPANS SPACED AT 30* O.C.AT MIDSPANi COMPONENT 1ENMEIRPRIESCES T FOR Su LARGER LLED INTERIOR OR WERIOR SCREWED TO TAPPED 0 THAN 99' UP TO 144" AT-II(E). LOCATION OF SHALL BE AS SHOWN ON TYPICAL ELEVATION. Ln w 2. (2) LOCKING TUBE S0HR$AL%f BE USED TOP & BOTTOM AT w AT N w PRODUCTS CENTERPIECES 4 OcL sTALLATIONS. LOCKING TUBES 7- .cn @ SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 13 — I -�V 44 41 �� Y.-"(Z' OR t Ft SEE LI.ITATIONS FOR®ON SHEET ` SEE END CONNECTION DETAILS ON SHEET 9 TYP FULL HECHT.FOR 6 , + T+ (C6 @)+ 103 , CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O 09 + 10 + 13 , 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION 4 4 NOTE: SEE SECTIONS I THRU 3 ON SHEET 5. ...... SEE SECTIONS 4 THRU 6 ON SHEET 6, SEE SECTIONS 7, 7A & 79 ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. v S 7W ON SHEET 11. SEE SECTION 4W, TAW & FLORIDA BUILDING CODE (High Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W 8W & 14W ON SHEET 12, -40.44167 r. 02017 PLTECO WCL TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ORm 0" 0707 FOLDING SHUTTER CORP. /2DAT1E -TILIE C 0 Awa 7083 himmlew PLACC TjUjT TESTING a XWOMEERING COMPANY ALM BEAM FL 33413 17-082 PK-1180o-543-4371 DRAWN0 Na —fwa-pr-v� VIN x, WALTER X0MQ%LLf?TIJ9'.P.E. FLOMCA U9.f 441E SNEff 4 OF I I L POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. OPTIONAL RAIN H000 POURED CONCRETE EXISTWG NON STRUCTURAL WALL (SCONNECTEEfI J) 0.060'THICK 5.5. (ON-STRUCTURAL)OPTIONAL RAN 0 I(ON -STRUCTURAL) REWIRED. TRIM(DECORATIVE HEAD) ROLLER HOUSING (TYP.) / 6 1.000•% 2.5CO'MIN. p g MIN. E.D. ( / CPNOHOO •Z y/ / ROLLERSN M �- t-L n CONNEMION Cx II �- -+�� ,r %r t II j I PAIN HOOD (SFE SHEET IS) 0.85Y�GYPJ / .� I � I (NON-SfRUCNRAL) /10,3'S.S.S.M.S.W/ Ci _ O373'LOIIG_NYLON ]/16'ALUAL CO'N'CRETE S/Ie'ALUM.POP RIVETS,BUSHNC W/A 0.150• / _ .. __ _LONGTOP SECA IN0.500' .18.110.270• a > O 1a'O.C. (x•a4'-MAX.)O.D.AND 0.245TT MIO sD.OSO' fIW BUlDEJL0227 IDNC BOITaM ULTRAFABTAFtON w/AwANCEDSECTION 0.320'O.D.MID WEATHER I MIN.SEPARATION THREADFORM TECHNOLOGY 0.245•,.e. SIDE(INC- POURED TO GLA55 OR I/4'O CELCO (TYP.) SIDE(1YP.) OR 1 of wN.l REOUwrn ETE OIX (SEE SCHEDULE 1 Of �� COISIWICDONWPRfX1UCI5 I SCREW OR'1/4 20•.1• 3/1 ALUM. ON SHEEP 1]) /1 S/a' i S.S.MS WITH NUT K PoP RIVETS. V ®T (9 T NPL EMBEDMENT O 6'O.O WASHER O 4'O.C. O is'O.C. 1 Of y$y Iy OI POURED CONCRETE I A I T OR CONCRETE BLOCK MIN.SEPARATION WALL REOLARED. I ' Or 70 GLASS IS ONE SHEET 13) �'it ON SHEET 1S V • i MIN.To SEPARATION ON POURED CONCRETE 4 f —(SEE SCHEDULE Oor R CONCREIE BLOCK •Ti 1 ON SHEET 1S WA.L REQUIRED. / I ) CONNECTION C2 W (SEE SHEET 13) % SCREW oR11/4o 2o•s1' t e •i ` I 5.5.IAS WITH NUT h $ I WASHER O 4.O.C. /10,3.S.S.S.M.S. S IGS 1/4'0 IIW BUBDIX J � 1'LANG NYLON BUSHINGS � � ��COIR (SEE SH ETr 3 / LON BOTTOM),AND 314- WALL FACE MOUNTING INSTALLATION GONS<R OR ,s1 . . F (SEE SHEET 1Jl ROU"NOOSING EXCEPT AT CONSTR CTI w/1 S/4• SECTION 22 MRL EMBEDMENT O 6•D.C. I c2•s4•MA7(.) WALL FACE MOUNTING INSTALLATION 60■ SECTION 1 /2•— IPAAC T— ANCHOR / SPACING O GROUTED BLOCK REQUIRED 1.000• 2.500 MIN. (MIN.fc�2 RE GROl17)OR MIN, E.D� (DISTWG NON SIRUCTURAL POURED CONCRETE WALL TRIM(DECORATIVE SILL) O� `DaHaoR SPACING STAGGERED C SPACING SPAC G DECORATIVE WALL TRIM TRAPPED DETAIL 0 6 IIA„A,A,,,,,,,, MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE ,LI ��ER�' Tie SECTION 3 7`7I�P,.•�\Cep��. ��; MAX. A.S.D. DESIGN PRESSURE RATING � +55.0, -90.0 PSF & CONCRETE BLOCK rt FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE: N.7.5. * — 44167 (02017 TU1ECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DMYN.BY1 NOTE COM WAGON OF SECTIONS, 7IL E.D. = EDGE DISTANCEr^ FOLDING SNUiTER CORP. 07/20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = Q LEA 0 INC. DATE IN ANY WAY TO SUR ANY INSTALLATION. (`i It7 TILL1T TESTING t ENGINEERING COMPANY P� PLACE R1� �(1 y_T'(�/ }q� 4Ta R -]ON.sL.64..W>,vumNu 0Vi0a4 n sflx 17-082 •� ” •'' •••;"�•••6\�f 11. t»7N-len,rr,(waP1.-TUBI PH:7800-643-537t S oA/L LED uT�5719.cam ��.IoldnpMW.n ovn ORAnNO Na T SEE LIMITATIONS FOR®ON SHEET 2 1Yrl N WALTER a TIWF Jr.P.E. P.E.SF,41rUWIFE/DATE f1.OPo0A Uc.111 44167 m/p/n ar. .SNC[f 5 OF 13 n 1/4'0.3/4'WKS SCREW OR 1/4'•3/4• / BOLTS W/NUTS$WASHER O B'O.C., 0.060"THICK S.S. J I MIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING 1 MIN.SEPAIUnON CONCRETE BLOCK WALL I TOG ASS TO CLASS REQUIRED 1'^—(SEE SCHEDULE— (SEE SCHEDULE OPTIONAL RAIN HOOD zt ON SHEET 1]) J or ppMg�pN EO. EO. To(NON-STRUCTUR AL) 1 ON SHEET 13) IG Or a• (a T 4 (SEE SHEET 13) JIOAY S.S.S.M.S.W/1/2"6 ALTERNATE 3/16•ALUM. T ALTERNATE 3/16'ALUM. .3/4'LONG NYLON BUSHWTS COP RMETS O 5.O.C. POP R1VET5 O 5'O.C. I el (TYD•TOP)AND 1'LONG(TYD• A7 REAR. AT REAR. 1 BOTTOM),EKCEPi AT ROLLER 11 11 — HOUSING(M.) L NYLON '�--1: 1 I 9 - c _%• 0.855"f_(T'P•) " 9 I EO.EO v • 9 _ 3/16"ALUM.PCP RMETS •i + I I - D -3/16'ALUM.POP PoVEiS _ _ ___ _ _ I _ _ __ _ _ - —a-10-O.C.—BOTH SIDES _- $ 5\AL O 10.O.C.BOTH SIDES ANCH 3/16'ALUM. P ORIENTATION 8 FIMS D 18'O.POC. EO. EQ. /10•3'S.S.S.M.S.W/11 0.373'LONG NYLON-- .0.16Y. \ MU1.3/4'PLYWOOD BUSHING W/A 0.150' 1 MIN.SEPARATION 0.270'.0.030' `MW.3/4"PLYWOOD 1/2"MIN. REWIRED LONG TOP SECTgK 0.500.1 ' GLASS ULTRAFAB g REQUIRED $ 0.0.AND 0.213•I.d,AND SEE SCHEDULE WEATHER 1/4'o TAPCONS OR 0.22Y LONG—o-.0-m. OTTOM ( STRIPPING EA J or CRETE-FLEX� 1/4•THRu BOLT w/ SECTION 0.320'00.ANDF_ON SHEET 13) SIDE(TYP.) T a ANCHORS 6.O.C. n WASHER&Nur o to•D.C. 0.245'Ld. EACH SIDE. (TYP W 1/4•TKRU BOLT W/ 0 0 TAPCONS OR WASHER&NUT O 5'O.C. POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. co 020E BLOCK WALL / i or ETREQUIRED 214'OR 2'x5':1/8' POURED CONCRETE OR 6063-T6 CONI. ALTERNATE 3/16•ALUM. ,4'2T 6063-TS CONT.ALUM. CONCRETE BLACK VM� ALUM.ANGLE OR BENT PLATE. POP RIVETS O 5"O.C. V' AN AT"EAR � STANDARD COUNTER—TOP MOUNTING INSTALLATION SECTION 5 JERNATE 6UNTING MIN I MAX.AS.D. DESIGN PRESSURE RATING +66:0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF i o •s / ns 9 %n 1 3/16'ALUM.POP RIVETS O MW,SEPARATION • 10'O.C.BOTH SIDES '^(SEC SCHEDULE CLASON SHEET 13) m Ti I rALTERNATE LEG �-()J or aSW / EO. EQ. 1 ORIENTATION T COI7NEMION C3 ALTERNATE LEO (SEE SHEET 13) $ANCHOR •u '/i/////// //� ORIENTATION 1/4'f.3/4"TICKS SCREW W/ POURED CONCRETE OR S/8'WASHER OR 1/4'.3/4' W CONCRETE BLOCK WPLL BOLTS W/NUTS&5/8'WISHER 0 REWIRED 4'O.C. 1 L--OmP.S!l.7dM/i. 8 rx BUILD-OUT FACE MOUNTING INSTALLATION E 04- j SECTION 4 (SEE SHEET 13) �s uT E0. ED. 1/4'0.3/4'TIERS SCREW POURED CONCRETE OR_�/ OR'1#/4' 0 6.O.C. TS NUTS INSTALLATIONS DETAILS INTO CONCRETE DDNDRETE BLOCKWALL- INSTALLATIONS ED UI D'"" UINSTALLATION & CONCRETE BLOCK _ SCALE N.T.S. `AE •� AA (BOIIW FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: # NO.44j67 02017 nLTEco INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �` E.D. = EDGE DISTANCE 1L, ��T177••�E�� WL 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) I /� FOLDING SHLIMR CORP. 07,20/7ATE IN ANY WAY TO SUIT ANY INSTALLATION. •: ^� •�• TIL E C O INC. DATE LU7 1 2 -_Vn v"H""•t•� ��LVV Q Ll aux nrm�..,!:> sinc-.,mwGn.c.worol.,aa,l.>�rw4„)d,-,na,alwa S.P.IwH:.rotleaoYlo-q.nauaHs.-n�� TESTING ENGINEERING COMPANT. WET ALM BIACH. a.sw7tm u D17-082 RAeIKG H.LIMITATIONS FOR®ON SHEEP �D�A!��� EB-0006719 ER j•z WN.1ER A HILI Jr.P.E, P.E.'SEAU(9W(#URE/DATE FLORIDA Ue.i 44167 an,s-0.. mNWn .a' SHEET 6 Or 13 YIN.E.D.^1 EQ. G. POURED CONCRETE CONNECTION CS REQUIRED (SEE SHEET 13 0.060•THICK S.S. ROLLER HWSINC OPTIONAL RCT HL) (NON-STRUCTURAL) (2)NYLON /10.3'S.S.S.M.S.W/1/2'a ROl1ERS 0.655Y(TVP.) x3/4•LONG NYLON BUSHINGS ___ _ MR.TOP)AND 1'LONG(Typ. I B BOTTOM).EXCEPT AT ROLLER HOUSING(m) #100.3 10 x J'S.S.S.N.S.W/ 0.373'LONG NYLON 3/16'AWY. BUSHING W/A 0.150' POP RIVETS,i I LONG 70P SECTION OS W' 1 O 18*O.C. 0.0.AND 0245'LG.PliD ! CONI.0.163':0270x0.030' 0.223'LONG BOno4 ULTRAFAB WEATHER SECTION 0.320' D. AND I SMPPING EA.SIDE(TYP,) r 0.245"TYP.).e . T Of ? 7 f^ t MIN.SEPARATION •v of TO CLASS (SEE SCHEDULE Y TO GLASS� ON w I ON SHEEP 13) �. I (SEE SCHEDULE � T Of A 11 W SHEET 13) T i I '' MIN. SEPARATION W 1/4'4 x 1'TEK SCREW OR TO GLASS I OPTIONAL RAIN GUARD 1/4-20'x1'S.S.YS WITH (SEE SCHEDULE m w NlR&WASHER•4'O.C. ON SHEET 13 l of'3 (NON-STRUCNRAL) I ' ) S ALTERNATE 3/16'ALUM. POP RIVETS O 5'D.C. ONON-PTIONAL URRAIC1N URALGUARD AT REAR. 1. I •I ( ) �3 n 3p ALTERNATE LEG I ERNATEFnVET39/168 ALO.CN. PopLOCATION WITH RN 'nR AT REMt. n s 3/16'AWM.POP ETS ANCHOR .� O 10'O.C.BOTH SIDES \ / CGI#MN ON C7 n= N 9 (SEE SHEET 13) X3/16'ALUM.POP RIVETS r - --- O 10'O.C.BOTH SIDES ED. E0. EDGE OF APPLISLAB(CABLE EDGE OF POUR., REWIRED COWlO ZION IF CABLE(SEE SHEET 13) \ E0. E0. PWREO CONCRETE 'T SLAB POURED CONCRETE / REWIRED. •MIN.E.D. REQUIRED C 'f10N •MIN.E.D. MIN.E.O. 1 (SEE SKEET 13) •WN.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 SCALE: N.T.S. t1111�+�' ...•••, �� •C+ENS.• ( FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS: Ik : {gyp,44187 ®2017 T63ECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DpAbw or: E.D. - EDGE DISTANCE ♦ M.L. 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13), FOLDING SHUTTER CORP. 070/17 IN ANY WAY TO SUR ANY INSTALLATION. 2 aSTrtiC L+ 'L E C O IMC. DATE •S TIWT TESTING&ENGINEERING COMPANY 1068 HEMSIREET RACE 0311 M 34N.s1..ab.wf,Wt4Y44 rt w166 WEST PAW BFACLL R 33413 1 SEE LIMITATIONS FOR®ON SHEEP 2 _ 0,„ X14 e-..Lwaru-.wo (i.-'lul At 18OD-ea-071 17-082 S 3 I xeo0ao.mm rnJg6 panuexn.cnm GRAYING Ne EB-OW6710 mr�.m an r7 �r WALTER A TIWr Jr.P.E. FLORIDA Uc./µt67 m/m/n SHEET 7 OF 1] POURED CONCRETE SUKK MALL REOnREO� I �Qa(2) SPAN TUBE Pel wFaulE TR)M9Of 1/1'•TAPCOrs x ANS •)(SEE SCBE / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) lel i/.•.]/•'TOC srn6x ------ _ N 3 O.G,.wr."•",y.�Y. O O O -- ALLOWABLE TUBE REO'O ANGLE NUMBER OF ANCHORS W. E M soTmuLL - -- -----------0 0 o TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE 1`00o O. 0 SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM D1.a TDr3 . /7 ]/s•nx SORv SPAN •s•D.C. V2•TMP. TUBE TUBE TUBE 3. 31.•4 313•IN 1.•„31]•,. 60" 106.0" 13 8 u¢1111/{'A 1ENC111 3'.211/.'.IDTGi,1 ,j I (SEE w,cwip I,¢-Tas 'Y' 9i 2"x4%1/8" 96" 85:0" 17 10 AN i I 144" 69.0" 13 8 80' 117.0" 17 10 LENGTH '" no-To AM ANO1E p t W O t a 2x4x t " ° - -110:0 4 - - 96 I=saawtE) n' / - " - - 2 L _ _ _ 12 ED.GYPS 144" 91.0" 21 -.12 SPAN TUBE IFTI 80" 109.0" 17 10 TYPICAL ELEVATION (MBE AT TOPI SPAN TUBE MOUNTING INST lE!TION 2"6"xl/8" 96" 100.0" 21 12 NYs SPAN TUBC LEN 144" 81.0" 1 17 10 _ {1/Y YlL O 124.0" 21 12 C.D.(fYP.) � AUHO '/2-m. 2"x6"xt/8" E;6- 114.0" 21 12 !..., i 144" 93.0" 21 12 3•.P o,3' LENGTH n `3 T/1•.M.I 1 0- ]'.{-a,3-v w *VALID SALSOHUTTERS FOR LODHEI E TUBE W DOES ON ONLY WHEN THE.PRO ON OF THE BDai-Te Awu.u Y aY., SHUTTERS HEIGHT ABOVE&BELOW DOESNOT ExCEED THE NAx.PRODUCT SPhN (�SotCULE) Tf LL AHOtE� SHOWN ON TABLE 1. (sa Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) /a•. TEx scREM 0 0 0 0 I TUBE MASIZE PRODUCT SPAN LENGTH EA END PER END OF TUBE XIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS •s-o.e - ------- SPAN - ------- r.rn3•a•n SPIN Nff PER SCMEDl11E --�------- 31311/.•.IMGTN 506--Ts KLO' (sem-Tsu V)AWAE 60" 76.0" 13 12 (6)1H'.3/4'TENS SCREII a ` 2"WT,1 8' 96" 6000'NAx. AT 2'D.C.LONGaU111VELT. / {'MITI. Rc sPPx TUNE PER s Ewu: / 60.0" 17 15 POURED CONCRETE- (SEE BD+a+IEI INTOEo,Ad01aA5 DTPJ 144' 48.0" 13 12 ON CROWED CONCRETE (2)RONS'of1/IY TAPC0ILR eLO01 MALL RE➢l]RRCD Allam GYP.)(sEE saED1AE) TYPICAL ELEV&W pAll!�B07TOY) 80' 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2"x4"xi/4" 961 79,0" 21 18 y�.t�WL3�yI�(}�3,�y 144" 65.0' 21 18 (8) 'D.C.3/{'TExs Y. 3•.{Q 3b•a 3•.2'.,/1• .Tn•[D. sRW LUBE TD1GM AT 2'O. L0TIWTUOIxALLT. LENGTH 600]-TO AUUW ANGLE D19J oBTw MO 80" 77.0" 17 15 (3)RDMS a 1/r• (SEE ECK") TAPC016µp,eyS 2"x5"x1/8" 95" 70.0° 21 18 rh a t 144" 57.0° 17 15 80" j 88.0' 21 18 GT 2"x6"z1/8" 96" 1 81.0" 21 18 Z Z 144" 1 66.0" 21 18 >r INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE 1/4 6mm MAx. a6.00. 0 0 0--------------0 0 o OR GROUTED CONCRETE BLOCK WALL (SEE SCHOutL) -------------- SPAn.8E PER S CDU E SCALE:N.T.S. DUST-Ta Aum. 0 0 o i o 0 o IYi➢' PER sn,ED- I f " !!! , MA%..AS.D.DESIGN PRESSURE RATING o 172.0 PSF FRA I &w.ANGLE 3'T4 i 111 rf v FLORIDA BUILDING CODE (High Q Non High Velocity Hurricane Zone) JN0.�4 ®eon nL1ECo INC. DRAWN BY: : pt 67 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM xU Pt POURED E°"°" o* �`: 1 L E C O'INC. FOLDING SHUTTER CORP. 07/20/17ATE °R CWCRETE D17E &DCN MAt1 REWWEDTO •fFNc,ll 6oB3-Te ALUM.ANCTE Dom'•, "(-• TIWT TESTING'Q ENGINEERING COMPANY 7089 ND'BDICH.. IL 3 AT •/•'°3/ SCRLM� (sm sCKmuLEJ n ..0.11 �:' v��,• 6133 NM.WR S.St SO].WY.i4 WGFN.-i- WEST PAW BFJLH.R 33{1J 1 7-08'2 2 O. L OVMTLY. - S' . L 'M�.,Exn7n1-,an E]myn-,n, PH:1a00-843-037, TYPICAL ELEVATION���UBE AT MIDNEIGHTI HT1 SPAN TUBE MOUNTING INSTJ-ATION TS/ •"• •••�? 1 ES-0006719 1 SEE LIMITATIONS FOR ON SHEET 2 WALTER A TILUT J,.P.E. �� Ea +•••. -- •'P.E.SE- i4•NT E/alE FLORIDA U..1 44 47 n�/n -- - - -- SHEET a OF 13 NX.E.O. EXSMO OL43S (SEE SHEET 13) Examo STRvcTuRE F-0- j vw c(yp-) (SEE SHEET 13) STRUCTURE siNvcTUNE 3/ 3/16-POP,RNM OR 11/a,4* POP, MIS 0 @ mc. 3 S 1 or or of /4•A3/4• Pop RIVET\ or V/4'4/**.C. or A t 0 Iwo WALL FAC 3"1S'PW METS OR 3 1/4'a 3/4'TENS 0 4 SHWN Is,O.C. 11 of EXIEAION) OR 5 (2) 0 30-O.C.9 10 1: `- To 'h 5 Oe. 0 F01).,' TO 14-*SP- ECTION 20 G-c.0,-u"'P 'OR UP SCREW MkY BE= ' (LEVERS INTERIOR HORIZONTAL S TO -spm(NUMB OnULIOR OR EXTEROR) OR EXIBOOR) HOWONPYL SECTION SCREW NUTY BE DM.OR) INTEMOR OR EMJWR) 2NI2,018'COW. a OR E" 16'FOP RIVETS MAY VARY AT LAS! AT TPAPM MSE4MIKM W63-TG ALLOT AN 4 OR OT ull 1 OR TAPCON/mm-n.EX SHOA YAPcoN/cRETE nxx SHm09 m, ---\ - t SEE mmmm mR @ON smeEr 2 ANCHONS 0 - McKas a lor O.C. EM SONG STRUCTURE DUSMG STRUCTURE 3 E).Sn.G STRUCTURE BUILD—OUT N v,,' .. I, EC. EO. V\x x M.�.'U' \ END CONDITION OR, �llllr. Ile.3/4'OWS W/ EN MGM 0 12'O.C. END LOCK ANGLE HORIZONTAL SECTION HORZOWAL SECTION NOTE I r Tm! t/4' 3/e ICK COW. SCRE"AITAITIED 10 ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR (2)Q 0.N'O.C. ` / CENTERPIECE 9 6*O.C. INTERIOR CENTERPIECE C4 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE(a A MMPAN— To 10 • SOLID THERMOPLASTIC T11 BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE, SPAN 4(3)A?0 O.C. so 1 a Awsp MR UP 0.357"xO.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED To Iw SPM(nAAU3 A DIAMETER WITH SO"WAY BE INSTALLED INTO IT WITH 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363 LNTEfOOR OR EXTERIOR) A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 4 OR OF THE TIP A SQUARE, 0.475"x0.475*x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE SHOWN ALUMINUM LOCKING TUBE @, A 2-PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE MPIECE. 1.375" LONG, WI i A 0.366-4.366-4.630- LONG END SHALL BE INSERTED AND DIMPLE CRIMPED (LEVERS INTERIOR INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.684 OR Daum).500 DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT @8 SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER (NAIL) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR of Ex,EwoR) LURNATE LOCKING SLAT-CORNER—=KING DETAIL HORaONTAI.SECTION ........ FLORIDA BUILDING CODE (High & Non High Velocity Hur�ricone Zone) 02017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM END INSTALLATION DETAILS INTO CONCRETE, 07/20/7 .441 FOLDING SHUTTER CORP. Din CONCRETE BLOCK & WOOD (AS APPLICABLE J 7M H04STRECt PLACE TELT TESTING&ENGINEERING COM—T *EST PALM SCACK R 31413 17-082 A—F. M 1500-41Q-4371 I DRAWING N. 0. .......... WALT P.E. FLORIDAER A.7ftMT SHEET 9 OF 13 r2' 2- ALUMINUM ANGLE `—BUUD-OM YOUM PER SECTION 4,SHEET 6 A p (A ]/16'POP RNETS, , 2'a 2'.1/9' EACH 16 Oi Z'.2' ALUNmUY ANGLE µCLE ANGLE LEG WY FACE TROY°PEMNG µµ 1 (AS SHOFM)OR TOMARDS — I _- - OPFf�mC.-NO-ANCHORS ---_ REQUIRED TSIRUCTURE _ 0 NOV 19 BUOD-OUT YOUM \\ PF7t SECfIOH 4,SHEET a �(2)3/10'POP RA'ETS, EACH LEO OF 0.7' ANOE ALTERNATE NAu EXTERIOR ELEVATION ANDS:SIMILAR AT HEAD PLAN VIEW A-A o=10m,ME % `:��` OFDPRROLDLUCT BOTH SIDES (2)If 1/4.0„3/4. !� OPTIONAL SIDE ANGLE Tom OR]/16'POP V' 1 1/2•.1 i/2'.f/6• 0•-1' (POR SECTION 4.F1EET 6) RNEfS PFR ANGLE TO r Ym.,M ORI TO WA TOP 6 TUBE I BOTTOM OR i°WALL(Z REWIRED) EX ANCHORS EA MILE To SLAB ® 0 1/4••a t 3/4' TAPCONS/[REEF-AEC( MAY BE FTar ANCHORS o le'D.C. 3/16•POP RrvETS OR O EXISTING STRUCTURE 1/4-.]/r TENS 3 / /11 0 1z•o.c ' -.. 3 1/7-MIH. n CORNER POST ISOMETRIC SLABEDGE of cont LTE ' ., SLS (YP.AT TOP Aho BOAOY SLABS) EEKD PIECES ND OR �Y BE MT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORQOMAL SECTION .•'•`1U 3` FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ENDINSTALLATION DETAILS INTO CONCRETE. ti'=." ®=o17 nETErn mc. TITAN ll FOLDING IMPACT PROTECTIVE SYSTEM END CONCRETE BLOCK & WOOD (AS APPLICABLE IL E C o SNL. 7059 _ °'DAT" FOLDING SHUTTER CORP. /f i'� � PLACE X�/ TILLJT TESTING @ ENGINEERING COMPANY WEST P BEACH.FL]]1I] 1 7_08.2 •-tea^„'. �'1 v 2, aw Nn.-M s(.l.wa Nmw Gees.n]flea r, - ,.... •'�:_ 1+r n.uw (.imlerl-1610.Fu,(]1l)ml-�m� PX:1600-6{]-6]71 .-m L•Ulleco0ad.com �Ju190pehuaen,com DRAWING No ES-0006718 WALTER A TILUT Jr.P.E. omdm�e. oNe PE:SEAL/9Gk4TURE/0ATE FLORIDA Uo/44167 m/ry17An SHEET RA Or'1S it :i -WALL FINISH J \ OPTIONAL RAN HOOD(NON-STRUCTURAL) /-WALL FINISH M1CK S.S. X1013'SS..S.M.S.W/OTP ><P) / COVJMMWN C2 ROLLER HO 940 LONG NYLON BUSt riBdGS{T7p.TOP) AND 1'LONG(Typ.BOTTOM),EXCEPT \ AT ROLLER HOUSING(TYP.) 0.080 THICK S.S.ROLLER HOUSING � / ICK S �+ =-y.a._�_ I' I � �OPDONAt RAIN HOOD «� (�NAM LL� ^�1 •. ( J (NON-STRUCTURAL) 2'a4"CONT.WOOD ' t --� 3/16'ALUM.POP I 10 a 3'S.S.S.M.S.W/ + HUGER REO'Q + RIVETS.0 18'O.C. 0.373'LONG NYLON COM. - BUSTOPHING E A 40.50 0.150- CONNECTION Ci LONG TOP SECitON D.506" .0.03'x0.270' 0.0.AND 0.243'Ld.AND `O'�0" UrATHEB t or \ I 0.223'LANG BOTTOM SECTION 0.320'O.D.AND STRIPPING FA. j ^-� 3/18'ALUM.POP t 0.243'L.d. i SIDE(TTP.) ti I RIVETS.0 ib'O.C. t DIPJ �i 8 'i SEP i MIN.SEPARATION 2'A4'CONT.WOOD t TO CLASS g TO CLASS J HEADER REO'D. (SEE SCHEDULE of J Ofd (SEE SCHEDULE ON SHEEP 13) j ON SHEET 13) � � t 2'A4'CONT.WOOD I PLATE REO'O. / WALL FACE MOUNTING INSTALLATION W 1SECTION 2W (IOP) "—CONMIC„a,Gr 1 � `111 FISH WALL FACE MOUNTING ANSIALLAI10 SECTIO1W INSTALLATIONS DETAILS INTO WOOD ,,/Jfflll„�y �i• •, "•• •"` FLORIDA BUILDING CODE (High k Non High Velocity Hurricone Zone) I SEE UMITA'RONS FOR ON SHEET 2 02017 TIL ECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORAY+,BY, NO.44167 NOTES, NOTE FOR COMBINATION OF CT1pNS: .i ���I�� FOLDING SNUM CORP, 07/20/DATE IIL�Esr Q lqc. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO TILLIT TESTING k ENGINEEAWG COMPANY 7068 HE3ISTRFET PLACE I-MOUNTING SECTIONS CAN 8E COMBINED 0 BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL '� etsr PALM efAeT3 FL&IU13 IN ANY WAY TO SUIT ANY INSTALIATION. "Q 1. ((,., aiv nr.xN.u.11-1m,wrow almun�n a114a pH;1�yp�_yT71 17-0$2 f {Fm>I-1110.Ff•�1!>1�191 •h^f�'• Qf7� �+.. aa:{atscowd.z ..,..mmlgnm.n.�om oru+aNd Ho . S�• `�•11 WALTER A.OTOLUM J,P.E. oawr[mi nn ... ooanw. FLOF40A Ut IF 64167 PD u.ms ArI1W1> A� SNCC7 t0 Of IS 1/4.0 x 3/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WISHER O 6'O.C. \ 418'(Nin.)EXISTING WOOD BEAN ' REG RED.STRUCTURAL ADEQUACY _^ OF EXISTING W000 BEAMTO BE \ CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PFIOR / i I WALL FINISH I 0.060'THICK NG 1 SEE LIMITATIONS FOR®ON SHEET 2 to PRODUCT INSTALLATION. ROLLER HOUSING 214'CONT. / / G\ 0 TE )W'000 HEADER�� OPTIONAL RAIN HOOD /REO'0. E0 �j� NOTE FOR COMBINATION OF SECTIONSE0. (NON-STRUCTURAL) / i 1- MOUNTING SECTIONS CAN BE COMBINED / S /10x3'S.S.S.M.S.W/ 1/2'0 x3;4' IN ANY WAY TO SUIT ANY INSTALLATION. CON16110N C8 rLONG NYLON BUSH04S IT YP TOP AND 1'LONG(iyp.BOTTOM),EXCEPT , --0 1— _-_ _ _ _ _ AT ROLLER HOUSING(TYP.) 'w I NOTES' 0no"AL�N X000 NYLONa �' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO F/ /(NON=STRUCTURAL) - -— -a ^�'----"- --I (ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL a 10.855.0(TYP.) o /10 x IN S.S.SLLS.W/LONG T LONG NYLON ALTERNATE LEC•--/ I -O 1B'O.C. BUSHING W/A 0.150'LONG TOP SECTION ]/18'ALUM. I LOCATION CONT. 1 - 0.500'O.D.AND 0.245'i0 .AN 0.223'LONG I I POP RIVETS, BOTTOM SECTION 0.720'O.D.AND 0.248'I.D. t (SEE NOTE•) 0,183'x0270'AOA]0' • 18'O.C. ULTRAFAB WEATHER ( •) MIN.SEPARATION 1 i STRIPPING EA.SIDE �-) I / Or .�i '� (SEE SCHEDULE I W ON SMEEf 13) --�--T �+ MIN.SEPARATION Or QAy T 1 ` MIN.SEPARATION I (' To Cuss 18 TO GLASS I I (SEE SCHEDULE I I ! or g (SEE ON SHEET 13) ON SHEET 13) �w! II1 Or Qi) T v t u� ITi u-f I ALTERNATE 3/16'ALUM I ALTERNATE LEG ) I \ I or Q3 f I POP RIVETS O S'O.C. 1 __r I r—LOCADON i OPTIONAL RAIN GUARD ALTEHH4TE LEG AT REAR. - l r-=,T" 1 NON-STRUCTURAL LOCATION I i-, r77__ t (SEE NOTE•) I ( ) II LL Jj ,I - F________�_____1._� II ALTERNATE]/16'ALUM. T ISI--II II POP RNETS O 5'O.C. ' li I n LJ I II 1 2'xP COW. F`___ __"lT_i II n i •' ____________ I • '=AT RFAR. W000 PLATE REO'D. 11 n' 9 e 8 ' 3 -- ----- 1 o n 0 'ALUM.POP RDEfs \ "! 3 — c ______________ p O 10'O.C.BOTH 9DES \. `� 9 -'V 9 %.3 ]/I6'AM.POP RN'ETS I O 1W 0'O.C.BOTH SIDES o \ 8 O EO. Ik il' i` '( DECK REQUIR�EDO EO. 2'x4'CONT. . I .1 1: 1 I NO 11 x 3/4'TENS SCREW ( F9/15N ALLOWED) 1' 1` 1 111 1)II W/45/6']/4'TENS SCREW WASHER OR WOOD PLATEREVD. /'` ,11 111 11' 1 III &RS/B4-WASHER O 6'D.C.N UTS •.I I I I 1/4'x 3/4'BOLTS W/NUTS& 1 `'111 CONIECIIpI 04 CONNECTION W 5/8'WASHER O 4"O.C. 2-wN.E.D. 2'WN.E.D. I 'I � 11 I i I• CONNECTION 03 11IIWALL FINISH ` ,..I r BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION AW SECTION 4AWLlI( 'ATOM) SECTION 7W �' ✓ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) NOTE♦ :ALTERNATE LEC LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ®2017 BLTECO Inc DRLOH 81,. �. 44167 •� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM N3_ INSTALLATIONS DETAILS INTO WOOD IL EGO07'20/17 SCALE N.T.S. •p A FOLDING SHUTTER CORP. DATE TLLLIT 7E571No 4 ENGINEER.-COMPANY 7089 NEMSRiEEf fi/,CE -r • �(f�./�� �•�/ I1S6 Hb. Sr 1m.MIxLM 9RmOn.R 311M WEST Pull l47C31,FL]3413 17-082 0/rf'•.Z0R1Vq '�`411� �^-' ATi-Nteco�OaWconn-ImI PKbld .Uw.637mm1 DRAmRGH. ........ 1 m EB-0006719 WALTER A TILUT Jr.P.E. ru wn --- — _-- _ _ - _ - IiE✓/MiE FLORIDA ue./44167 a/+WI. � 511EV I i of 13 n IJ^ YIN.SEPARATION TO GLASS ATO C1A55 ON Of !�1 T (SEE SCHEDULE (SEE SCHEDULE ON SHEET 13) / ON SKEET IS) �u k ) or OPTIONAL RAIN GUARD (NON-STRUCTURAL) 1/4•o. V TEK I n ALTERNATE]/16'ALUILJ SCREW OR 1/40-20'.1--� POP RNElS O 5.O.C. S.S.us waw NUT& AT RN _WASHER O 4'O.C. _3/16'_ALUM.POP RIVETS O 10'O.C.BDTN ODES e EDGE OF SLAB _ $ •$ IF APPLICABLE EDGE OF SLAB ALTERWT7E LEG @ n3 ri OONFTR001 C? IF APPLICABLE ANCHOR LOGTION - (SEE NOTE')� T I/ _ DECK — MIN.WOOD DECK REQUIRED EDGE OF (NO FINISH ALLOWED) C'CNNECTION GO SLAB IF APPLICABLE EDGE OF 2'WN.E.D. �� SLAB IF 2'WN.E.O. APPLICABLE •—E0. 1 SEE LIMITATIONS FOR®ON SHEL7 2 ALT TRACK ADAPTER MOUNTING INSTALLATION ASECTION 7BW (BOTTOM) MIN.E.D. 1'YIN.E.D. NOTE FOR COMBINATION OF SECTIONS• 2•.6'MIN.WOOD DECK REDUBtED 1- MOUNTING SECTIONS CAN BE COMBINED f (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MW.SEPARATION r FLOOR MOUNTING INSTALLATION 2.4'CONT.WOOD TO CLASS NOTES, PLATE REO•D. —1 (SEE SCHEDULE SECTION 7AW (SOTTO ON MEET 13) 1- FOR W000 FRAME CONSTRUCTION: w000 MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH '--Q (3)5/16' LAO 2' 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN 1 of T o N SCREWS w/2 1/2'wn. µ1n.E.D. PRESSURE RATING & SPANS W I-.4', 1/8' PENETRATION AT MIOWiDM (27 OF RAFTER/TRUSSES \ I 6063-76 CONT. TUBE oI 1• f i 1 I/4•.4•(sos3-r�)FLAN Exsnnc 2x wooD I I PLATE w/1/4'0 1'TFx TRUSSES aR RAFTER 2.4'LIN.WOOD S SCREWS O 6'O.C.IN AT 24'O.C.MAX. STUDS O 16.O.C. Q BETWEEN TRUSSES OR 1/B'.4'(6063-76)FLAT .500' PLATE W/1/4'0.1•TEK I' SCREWS O 4'O.C.IN 1 (2) 1/4.0 TAPCON OR 1/4.0 CRETE-FLEX BETWEEN TRUSSES — -- ANCMOILS OR Yt♦NOS W000 SCREWS OR 1/4'0 EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIOWIDTM OF EA STUD W/ �• 2 1/2'Min.THREADED PENETRATION INTO WOOD }1 1/4'MAX.PLYWOOD EXISTING SOFFIT STUD I ' I 1 `(• �' j 15CRt°W OR 4;'TEK .3/4• (2)NYLON 1 1 \ 1� / 3/4;' ' ROLLERS — 010.3-S.S.S.M.S.W/1/2'0.3/4'LANG " s `t 1 I \ EQ.+�EQ. S.S.BOLTS W/NUTS k 0.655'0(TMP.) NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1 t 44 - —1/4'0 a 3/4'TEK WEER O 6'O.C. (TYP.BOTTOM),EXCEPT AT ROLLER NOUSING 11 I •e ,I. i�`I $ SCREW O 6'O.C. YID.3 S.S.S.N.S.w/ B mPa MOUNT TO''�WOOD STUDS MOUNTING INSTALLATION o.37s'LONG NnoN �+ a •� ` BUSHING SECTION A 0.150' I JECTION 4W (BOTTOM)/ LONG TOP .245'1 0.300'AND 0.18•.0.270• INSTALLATIONS DETAtL5.-=,;;, O.D.AND LONG I T AND f .0.030- ' a.x23•LONG Bonoµ MIN,SEPARATION ULTRAFAB '`C.'•- ••- � ••' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECT ON 0.320'O.D.AND TO GLASS wEAMER 1 INTO W 0 0 QPM•, 0245'I.O. (SEE SCHEDULE I STRppIXC Eti 4 •CjENS ••'• - FLORIDA BUILDING CODE(High & Non High Velocity Hunicane Zone) (TYPO ON SHEET 13) I SIDE(TPJ I or �1 T SCALE N.T.S. 02017 RLTECO INC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CRON BY: No.44167 ,f•.• ��j��L•1 �� - o: rt 07/20/17HEADER TO TRUSS MOUNTING INSTALLATION. ICLE O FOLDING SHUTTER CORP. ATE TIWT TESTING t ENGINEERING COMPANY 7°9 PLACE WEST M BEACH.R 33413 8W (TOA1... PH:1 -11 -eTT1 17-082 z wac000M.com ....rdkin9.nlnra..wm DRAe1NG No S EB-0005719 MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF - WALTER A TIUIT Jr.P.E. o.n •-P. RE/DATE FLORIDA uc.YµI67 NE-17 SHEET 12 OF 13 MAXIMUM WIND PRESSURE CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE ' AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX, ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS PANS 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) WAGMAIamw sAm wANs A NML ALLOWABLE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSM REACTIONPOSTWE MEDAINE AT Top CON. ANCHOR ANCHOR ANCHOR (+/-) PFIMRE PRESSURE a eOliw ANCHOR TYPE ANCHOR TYPE IL+) D.-) TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib ft A B C A C E A C F 60.0' 60' 88 Ib ftC1 9 425 LB/FT - 388 lB/Fi 157 LB/FT 134 LB/FT 256 l8/FT 397 LB/FT A B C A C 35 psf 100.0' 100" 146 Ib ft 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 it 12 387 LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB Fi 6 461 LB/FT' - 418 L8 FT - 202 LB FT - --60.0 60'_ _10D.-Ib R__ C2 9 456 LB/Fr - 362 LB FT 250 LB FT 190 LB FT 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/F7 C2 9 417 LB/Fi - 362 LB/FT - 190 LB/FT 144` 144" 240 Ib ft 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT1 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB FT - 419 LB/FT - 285 LB/FT 80.0" 1 80.0" 154 Ib ft 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/Fi 46 psf g7,0° 97.0" 187 Ib/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/Fi 115.0" 115.0" 221 Ib/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FTj 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 14 144` 276 Ib ft C4 6 592 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 80.0.0' 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 psr 100..00' 100.."0` 208 Ib ft 9 1 LB 224 LB/FT 81 LB/FT 83 LB/FT 1.43 LB/FT 103 LB/FT 89. 89. 187 Ib ft /28 3 912 LB/FT - 682 LB/FT - 364 LB/FT /FT - 120.0' 120.0" 250 lb/ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 2 - 83 LB/FT 144" 140" 300 Ib ft 3 1843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 34IF - 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/FT 3 681 LB/FT - 670 L - 250 LB FT 81.0' 81.0" 187 IDA C6 6 410 LB/FT 467 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 - 55 psf 100.0" 100.0' 229 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/ 323 L1" " 120.0' 275 Ib ft 4 269 LB/FT 301' LB/FT 1B3 LB/FT - - 114 LB/FT 153 LB FT 3 663 LB/FT 756 LB/ 646 L137" 134" 330 Ib ft /60.0 60.0" 150 Ib tt 7 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 L80.0- 80.0` 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 L - - 60 psf 100.0` 100.0' 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - 115.0" 115.0' 288 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FTI 397 LB/FT 252 LB/FT C8 B 582 LB/FT 691 LB/FT 614 LB/FT - - 131' 128" 346 Ib ft 5 gg2 LB/FT 1194 LB/FT 819 LB/Fi - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - 59.0 59.0" 160 Ib ft 65 psf 92.0' 92.0" 249 Ib ft 100.0` 100.0` 271 Ib R 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 70 psf 100.0' 100.0.- 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0" Ib ft ZONE 1,2.3 ZONE 4 A 1/4`0 TAPCON W/ ADVANCED 3.50" 2.50" n N/A 4.00" 4.00" N/A N/A 75 psf 00.0` 100.0' .313 lbp:: THREADFORM TECHNOLOGY t ft 5'-10' 2 1/2" 1" 2 5/8" 80 psfV62' " 400 lb/ft AS LESS 8 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" NIA N/A 3.00" 3.00" N/A N/A 90 sfIb ft 100 ps " 447 Ib 2 5/8"+ 1" 2 3/4"+ psIb ft TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00` 3.00' 0 N/A 3.00° 3.00" N/A N/A 120 psf 484 Ib ft >8'-3" E 1/4" EW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 483 Ib ft 70 12'-0" 3 1/2" 1" 3 5/B° TEK SCREWS 140 psf ' 484 Ib ft //14 NDS WOOD SCREWS OR 150 psf ° 483 Ib ft 1TFfyF/iAii` F1 4" NDS LAG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A 160 psf 483 Ib it A AS DEFINED BY ASTM E-1996 STANDARD. • QR A•��L(/ T FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) + EXCEPT THAT 3 5/8" SHALL BE USED '4 ° •• m 1017 TRIECO INC. Dom*,�.: L+:MAXIMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, �. •C �'•, TITAN II'FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITNE A.S.D DESIGN PRESSURE RATING. 4, 4A & 7A. WL L-:MAX.ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP. °'�°"' RATING. I L ECO INC. DUE TLUJT TESTING A ENGINEERING COMPANY 7a6r MDASTREET PLACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 'o••, 7'�, ms]Nr.Gan.a.sl.]�xnGlAl Grma4 n xllm WEST PAW BFACN,R 3311] EQUAL TO THE LMNIMUM DETERMINED PRODUCT SPAN BETWEEN 'L+'AND'L '9 P.�.•iroil:Uj1A� oul.cl'a'om�lml m 1°aa-M3-6371 1 7-082 O •.( �; 44 i .ramoDlnlnw..wm DRAWING No 1r, GRID A.Mu 7,r mm. .,, �- WALTER A 0067 JT.P.E. n.ti I TE FLOWOA Uc.I"I., ./wn SHEET 13