Loading...
HomeMy WebLinkAboutProduct Approval > BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map,I Links I Search bFlodda iicc rat ` Product Approval USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail o a. FL# FL17080-R3 Application Type Revision Code Version 2020 3 (vI Application Status Approved / l Comments Archived O ``'����� ®��CS �jf _V" Product Manufacturer Folding Shutter Corporation ®®� ®� ® YR m Address/Phone/Email 7089 Hestreet Place G West Palm Beach,FL 33413 SIT �V �J®/'�G (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com � J t(1`J 00 Technical Representative Ed Heritage '1 Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich,PE �., Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.pddf, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwo 20- Approved for use outside HVHZ:Yes 190 Of Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg 20- sheet 13 for additional spans and loads. 190.12-df Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:8SO-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts- row, ® eGhctit M :Credit Car,d Safe GENERAL NOTES• 1.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 THE2020(7fh 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/BUILDEX, INC 3 ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 0 14 NOS 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 SPED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR LADIES, Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATD ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGG WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4"0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NOS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY O.5 IN ORDER TO COMPARE THESE W/MAX. (A.S.D.) 1/4-0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT MALL BE 1 1/2- FOR C1 THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2"FOR CS, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED IN ORDER TO VERIFY THAT COMPONENTS 3 ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED,A 33 X INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS=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 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH 63)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 k 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.I.), HURRICANE TESTING LABORATORY(H.T.L) k 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 k 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY=33 KSI(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D @®SHALL BE# 10 x 3",410-HT MINIMUM SERIES W/ 173.6 k61 YIELD -1/4' 0 ITW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH if 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. NOTESe 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 TTW BUILDEX TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 ksl.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL 7,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kal YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TER SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.5 3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. S. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: 70.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709JIJ OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4" 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN. f'0=3192 per. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4"0 x 3/4' SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. f'o-3000 psi. - 1/4" 0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. f'a=3350 psi. 11. FOLDING IMPACT PROTECTIVE S1151 M'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY HOSES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE A.1)MINIMUM EMBEDMENT OF 1/4' 0 TAPOON ANCHORS OR 1/4"0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(ED.) SHALL BE AS PER SHEET 13. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/B-)INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2" CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 k A.2 ABOVE BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT (B) TO EXISTING CONCRETE BLOCK WALL,AMC-90. TOFTHIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. ' - 1/4- 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDER, INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4" 0 x 3/4'SOLID SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. - 1/4" 0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. H07ES THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA B.1)MINIMUM EMBEDMENT OF 1/4-0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' yy1LIIFIIIIIll11ev77 MINIMUM EDGE DISTANCE(E.D.) SHALL BE AS PER SHEET 13. v .--A, FLOWDA BUILDING CODE(High 8: Non Nth Vdedly H Zone) 8.2)EMBEDMENT D SET ANCHORS INTOINTO STUCCO SHALLLBEE ENTIRELY PERMITTED. 1/4"DED O-20 S S) IWO SCREWSHUSEDNCRETE SHALL BEOCK UNIT. No11 1/2"LONG -`v ,', NSF• ;�9�'s ®7D20 nLhtO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °PAVINS°Y' MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. /--� 44i67 gnu �rtT[D 7YI6/2020 0.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL `���:-�--/. I I. E C O INC. FOLDING SHUTTER CORP. CATE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE xF STATE TwT�mxo ENGINEERING COMPANY 16e1 MARTIN umlu KING JR RV0 SHALL BE AS INDICATED ON NOTES B.1 R B.2 ABOVE. 7�7/�.� OF w „�.b,,,5,, ,� G-Mn,,1e, WEST PALM IRAN.n ssr04 20-180 j�'fD" RI:IBW-643-R771 F �ORIOP .• �, a dl:tilt..fel.eam _f.Idwghwt__ muvANO N" ' tS CA-0006719 WALTER A TIIN Jr.P.E -. gym, ooc v.r mn,m. ra P E 51 ,.w.ul,_r6¢ �„" • FU31 MIA Ue.!44167 3.000• JTJ- 291I' SB60' ll JAW 9 2 2fi00• � pgY � �j 1.93r - y, 9•abE2%L awS9 $ ?" ©SLAT t76J• J71' I2J0' ® SLAT UNDOW ©L—END FIAT END ''°g LEI (TO BE USED FOR ALL INSTALLATIONS, 6063—T6 ALLOY 606J—T5 ALCOY 606J—T5 ALLO F�J_Y�1'ERIOR CENTERPIECE MAY INCLUDE PERFORA770NS AS PER (TO BE USED ONLY FOR INSTALLATIONS 63-76 ALLOY DETAIL ON SHEET 3) 30 FEET OR HIGHER ABOVE GRADE 4 INTERIOR CENTERPIECE MEASURED AT BOTTOM OF OPENING 606J—T6 ALLOY SEE COMPONENTS 20, 21 &22 ON 1♦i SHEET J.) J.cGa' r.sa1• .fist ..lrs' 2ru• lass• 27M- 'low rag• .mr� I .1 a09 F— 6w, raa .oaa• .os9 _ = . L967• I N 2GY gg k Z72S' 9 c'J• S7f6' 8fiA' . J. �271fi © VALE HEADER 2" MAX. 8.0. ® CEII. NG HEADER ® BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 606J—T5 ALLOY SILL/HEAD TRACK 6063—T5 ALLOY 6063—T6 ALLOY ® 6063—T6 ALLOY 606J—T6 ALLOY q 2fi96' IZ COMPONENT G b t1 t2 •�. •�. R a @ 2" 5'MAX. 0.125' 0.125" N ; � Jfir• j � L� � 2' 4' MAX. 0.25" 0.25" .ass• �� 1© 1' 2' MAX. 0.062' 0.062" ©1 ALT. BOTTOM TRACK AD BOTTOM RAIN GUARD ALUMINUM ANGLES ® RAIN HOOD 6063—T5 ALLOY 6063—T6 ALLOY 6063—T6 ALLOY 606J-76 ALLOY L1 COMPONENTS .JOa• SC� H. 1�' IT�i�•, FLORIDA BUILDING CODE(High h Non[ ( Ip FRph VeIaeNy Nurtloane Zone) osa �F. \CEN,S•. ®Joao mTEco wa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM -DRAWN. �' JTJ'I F•• Y,P �5 3f8S"0-16 AC�ETAL SOCKING TUBES 2�— _ No.44167 1 L E C O 1mc. FOLDING SHUTTER CORP. '" °'° TIa UMBSCRL'j 1I S ® TILLIMESTINO h ENGINEERING COMPANY 1662 MARTIN LUn=KING A0.BLVD 7 I V STATE OF +x� s so Jan.uaaa,c sa0a ti v,� WIST PALM BEAM.PL 33404 20-180 AT CENTERPIECE CORNER PO PG..: +_,aw.Fm,1Jaalfir,_,6„ Pw,eGG-wl, FOR 4 &n 6063—T6 ALLOY 6063—T6 ALLOY O' F R� p .•' ``'.� —ma:UReeoOaoLcom ....falahpshWNn aom DRAWING N. MIN. 2B 112-LONC ♦� WIMO R A mur•,••P•E P.E SFAL/1q f�\�. ♦ RORNA l/c./44187 1 ,ruw.clFiBauce i (J ROWS Of ,S NN NCD ' meoae P ' 1//�'O H01E5 i me TT P ' ^ fA.SPACED .�x i JIB'APART' r---____� _ . 00 IN BOTH i ; Z-CUP EACH SIDE TABLE 1: SOURCES FOR & OO ; DIRECTIONS. i , i i OF WINDOW(SEE TABLE 1) OPTIONS _ a� u� ' O ' suns ' i T rame PROPERI 5 �A SABIC OVNWAnY£ 42 i O O i KNUCKLE �� MAIFRIAL./SCISYCE' PLASRC 0 O i (TYP) I 20 LLCIL4KROL0N Jr LEYAN rCU REEK w i O O i PIDISGAL: 0 0 WEWINO SPECIFIC GRAVITY ASIM D792 0.043 Ibrn 0.043 IbA.' L___ J 0 ' mom WINDOW ucrM... . ' F�r 1FJ15ILE YIELD SIRFRGTH AS7M D636 9.400 P.J. 9,500 L v� 0 FLEXURAL STRENGTH AT YIELD ASTM U790 12.500 p...L 13.400 P.aT. FIE7fURAL MODULUS ASTM 0790 340.000 P.J. 345.000 P.aI. T. O' i ,Q$9 i SNAP-IN END LMPdCL• OO p3 i 0 ^3 i i C��-Twu NOTCHED IZOD ASTM D256 18 Fr-Ibrn 17 FT-4bAn MAX.Z UU` OW (SEE TABLE 2) FIRE BURNING K rrEgmi SMOKE DENSITY .e : ASTM D2843 47.2 X 64.5%MAX RATE OF BURNING ASIM 005 C-1 CLASS C-1 CLASS ' A SELFK:NLIION ASTM D7929 1040'F MO'F y SLAT WINDOW i SLAT WIDOW 0.060"THICK WETHENnM ASIM C155 U2 i U i POLYCaRBONATE NEINNG TENSILE STRENGTH AFTER WEATHERNC ASTM D638 9302 P..J. 8840 p..J. W I s I ' WINDOW(SEE TABLE 1) 2�+ I N � 1Q151E STRESS BEFOfBi WEATHERING ASTM D678 8461 2 �� P.e.L 8880 P.J. T'� i i -MAX. (2)WINDOWS MAY BE IN ONE SLAT SPACED `7 v i ' A MINIMUM OF 24'APART• WITH 12'MIN.FROM N i i N i I ENDS OF SLAT TOP&BOTTOM. - sur ML47 EVER INSTALLED AIXACENT TABLE 2: SOURCES FOR PAW p p �nv�uJ TO ENTERPTECESgOR(r NOR AT CORNERS OF PRODUCT. � D MlS7pI Ipa COMPANY ISob --� ® SLAT WINDOW DETAIL Trncu Lvn7PETmEs �� eu`N 94M 1 SPECIFIC GRAVITY ASTM D792 0.042 ID n' 1 ogo 20 PKIERICAU Scars suns N KNUCKLE— i O O O i Kam) ' KE IVINWAG MEQm 0000 ' i i ,J2' i $ TENSILE YIELD STRENGTH ASTM DM 11,500 P...i. O o 0 ; (J)ROWS OF i ' fM/xJ a° ° 1, °M' '''TTT��{ o P• FLEXURAL STRENGTH AT YIELD ASTM D790 15,000 p...i. 0 0 1/4'P HOLES nnAB lJ FLEXURAL MODULUS ASTM D790 450.000 p.al. 0 i EA SPACED i L—__ ___J ' �rosuremrai N'APART i �.vtmrwn°' i EDP • NOTCHED¢OD ASTM D256 0.6 FT=®/In rosure°rrnu I moe i TH DIRECTIONS. mce ' I QED• nay COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 B 10 in/in-'F f21 Z—CLIP �2 SNAP—IN END CLIP 1�T1N�°TL uPERATURE Arn1 D3418 500 7 �TO BE USED As AN OPTION FOR ALL INSIALLATLONS ® SLAT WINDOW ELEVATION UNDER LARGE MISSILE.MAY INCLUDE PERF0RAn0N5 AS PER THIS DETAIL- TYPICAL. SLAT WINDOW DETAILS Lux. (2J ART(At4 MAY BE IN ONE SLAT SPACED �,y f VIEWING WINDOW & �Z 11 .. 22 CLIPS MIN.24'APART(MAX EVERY TO SLATS). TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) t`10%11111111111TILAA'FA FtnRIDA BUILDING CODE(Nlph & Non Nigh Vdoallr NurAGan.Zone) �`•P •••••, ''i 02020 TILTECO INC. reN Gn �`��•' \\CENs ' ��'s TITAN II FOLDING IMPACT PROTECTIVE SYSTEM muwN FMY 0/202 No.44167 FOLDING SHUTTER CORP.zt '/DATE fL ECO�NL. �� 7/�f rdfJ * JESNND k EmNEE1OND COMPANY 1562 MARTIN LUTNQ KIND JR.BLVD STATE OF s m F.rm A W=PAW W.CH.►L E3 04 ro ,wmnanA PW 18OD-s -mi 2Q-190 ol:Mt d.— —A.WkgA.H-- DRAWING W WALTER A nuff Jr P.E. PE SFA11;14' y `` FLORIDA Lc B 44187 mr ova. DO[ uer can SHEET J OF 13 a A11111f,HNtt _ - 1 2 3 4 4# 5 6 7 7 7B 6 O7 ®' ®+ 13 1 A � 2orO3W/ 13 ,16 , 1© OR 19 4D 5 ® (2 ty w ao USE (2). `AT 30" 1 ♦ o O.C. FOR SPANS • NOTES ON®& LOCKING TUBES ®ATQ&I�. N n 2 UP TO 99 o 1.TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED g o AT 30' O.C. FOR SPANS UP TO 99-. USE THREE (3) FOR LARGER w USE(3) ®-AT 30"O.C. = SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE V) o FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED�ENTERPIECES N i THAN 99"UP TO 144" OOR 6. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w Z N "a. 2. (2) LOCKING TUBES SHAS ALWAYS BE USED TOP & BOTTOM AT N PRODUCTS CENTERPIECES 4 OR AT ALL INSTALLATIONS. LOCKING TUBES ,HX - ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. JORt i t SEE LIMITATIONS FOR®ON SHEET 2 I 1 i SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, CONCRETE. CONCRETE BLOCK ORFOR 6 O O+ 13 , O+ 16 ,® O WOOD INSTALLATIONS. O O O O , O O 9 + 10 9 + 10 + 13 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION 4 N. T. S. * NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 70 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. 11,p0unntpFr� SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. +�� FL A r ��i,� FLORIDA BUILDING CODE(Mph&Non High VNecBr Hurrtaano Zorn)SEE SECTIONS 7AW, 78W. BW.& 14W ON SHEET 12. \CENs�'•., ''Si 020207111 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MWN F* MY No. IL ECO�N�. 44167 _ FOLDING SHUTTER CORP. '"DA E°'° * = /rf STATE OF tYESTINO d ENGINEERING COMPANY 1ee2 WEST PA UAHER.ONO 34 GLw ,y�.P..a..raa xlmn,9r>rr*Ns n 11I® WEST PAW aua•II.M1 IS4W 20-190 O' F .,(emNRt-I9]0.rm,(msl6n-,m, P11e 1600-HYN71 C O R I Op -man:uR«ooaoL wm ....101�0.wx.,.eem DRAWING N. F''•.. ��,� `ram CA-0006719 WALTER A.Harr Jr.P.E. P.E EEAL 1jI (t� .� FLORIDA Ua OT 44167 m n-m /ice t W - SNEEf OF 1] POURED CONCRETE W CONCRETE BLOCK WALL REQLBRED. CONNOM N C ...OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD POURED CONCRETE TERM NG O N ST HEAD WALL 0.060'THICK SS. (NON-STRUCTURAL) ( ) (SEE SHEET 13) ROLLER HOUSING (NON-STRUCTURAL) (TYP') 6 1.000 2.500'MIN. MIN. ED. •3 .(ROLLERS �T ���3 C2 �}�; ^'3 j OPHON0.L _ 3 +0.855.0(TYP) (SEE SWEET iJ) RAIN HOOD/. (NON-STRUCTURAL) I F 1 #fO a 3'S.S.S.MS.W/ 3/18•ALUM. ALUM. PO R BUSHING W/A 0.1.150' CONT. POP RIVETS C,18.OT• I LONG TOP SECTION O.SOD' 001�.270• ®18'D.C.' 1/4•I I (2'a4'MAX.] ' I •z, a O.D.AND 0.245'Ld.AND 0.2Y3'LONG BOTTOM ULTRAFAS BUILD.9(TAPCON SECTION 0.320'O.D.AND WEATHER I MIN.SEPARATION W/ADVANCED 0.245•Ld. STRIPPING EA. _ POURED CONCRETE TO GLASS THRFMFDRM OR CONCRETE BLOCK 1/4'0 a 1'TEK (iYP.) SIDE(TYPJ / Or WALL REQUIRED. (SEE SCHEDULE � Or TECHNOLOGY OR I SCREW OR'TEK 051' ON SHEET 13) 1/4•o EDD I <3/18 ALUM. OCI SMLICRttT SS.MS WITH NUT k POP RNETS, PRODUCTS I WASHER 0 4'O.C. 0 18'O.C. 1 Or POURED CONCRETE� ETE- w/1 3/4'MN I i OR CONCRETE BLOCK I EMBEDMENT 0 6'D.C. MIN.SEPARATION WALL REQUIRED. I TD GIA55 1 or or (SEE SCHEDULE i /// ®t ON SHEET 13) ®t d 1 I� MINT GLASS TON POURED CONCRETE OR CONCRETE BLOCK �' - S ' (SEE SCHEDULE WALL REQUIRED. - � I ON SHEET 1J) cotaJECTpN ! or v (SEE SHEET 13) a I 1/4•d a 1'TIX ®1 W - \ B IILDEX TAPCON I SCREW OR 1WTH/40-20'at' • �, .. S W/ADVANCED I WASHEERR®44'ON C.& THREADFORM f1 LONG NYLON BUSHINGS•m� / TECHNOLOGY M 11 ECONSTRELCOO s�Ns t3 L(TTYP-BOTTOM).AND 3/4' PRODUCTS F[tF RoL(T'i�DSPNcMCCEi AT WALL FACE MOUNTING INSTALLATION W 3—�i�axMln I 1 SECTION 2 EMBEDMENT 0 6'D.C. (2•a4•YAX.) WALL FACE MOUNTING INSTALLATION OF'ANC AND,GR OR SECTION 1 /2 SPACM9_� 0 0 GROUTED BLOCK REQUIRED— 1 OOD 2MO MIN. (MIN.Y—2 1.;GROUT)OR POURED CONCRETE �N• ED. EXISTING NON STRUCTURAL WALL TRIM(DECORATIVE SILL) O O O 6L ANCHOR DECORATIVE WALL TRIM TRAPPED SPACING STAGGERED ANCHOR S ACING MOUNTING INSTALLATION DETAIL FOR, 6 SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE - A.S.D. DESIGN PRESSURE RATING = +65.0, -90.0 PSF ``1,,1111111IIIIIIT///I,I & CONCRETE BLOCK ��``����A"T/(�/l�'y FLORIDA BUILDING CODE(High do Non High Velocity Hurricane Zone) SCALE: N.T.S. _ F •' 02020 ITLTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �" BY. No.44167 M.P NOTE FOR COMBINATION OF SECTIONS, E.D. EDGE DISTANCE - - 7/10/2020 1- MDUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = IL E C® LNe. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. !7 STATE OF TESTING &ENGINEERING COMPANY 1862 MARTIN LUTHER KING J%BLVD CR ., 3d1.54 9b.]af'.Mmma4 .R.D1ee WEST PAW DTACH�FL 35404 a0—190 Q (�P e:. (aw)mt-16T6.raa (�m1-tss1 PHI 1606 _,071 T SEE LIMITATIONS FOR®ON SHEET 2 h -maD: 00057 ol.com �.feldin9.hu8m.eem DRAWING No Sri,LJ �r�\ �` G-00087I9 —ter�mC WALTER A TD1D Jr.P.E. �'•� ouc oa[' P.E.SEN./SI ~'Y'T1 11�7�\ FLORIDA U..8 14167 m nye4 ry - - SHEET S OF 13 1/4'0.3/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6'O.C. 0.060"THICK S.S. POURED CONCRETE OR ROLLER HOUSING I MIN.SEPARATION I MIN.SEPARATION CONCRETE BLOCK WALL I TO GLASS REQUIRED TO GUESS pH µ EQ. W. '�OPTIONAL RNN HOOD [-(SEE SCHEDULE (SEE SCHEDULE (SEE SHEET C4 (NON-STRUCTURAL) I ON SHEET 13) J or b oN SHO:TT 13) J t e1Ox3'S.S.S.M.S.W/1/2'0 ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/16'ALUM. ® °1 .3/4'LONG NYLON BUSHINGS POP�VEfS O 5'O.C. POP RNEIS O S'O.C. y_�(T7D.TOP)AND 1'LONG ER AT REAR. AT REAR. i S BOTiOM),E%CEPf AT ROLLER 1 I HOUSING(TYP.) I I cs ON L12 •3 W % 0.855'0(TYP.) II I I 8 p n� 9 n EO..EO j • ERNATE I - O .CM.BOTH SIDES 3/16-ALU.POP WETSI "H 3/1 B'ALUM.POP RNE75 O 10'O.C.BOTH SIDES LEG&ANCH - _ .3/16'ALUM.POP EO. 10,,. #10 x 3'S.S.S.MS.W/ ORIENTATION RIVETS O 10.O.C. 0,373'LONG NYLON ONT.0.163'. BUSHING W/A 0.150' I ./ //� MIN.PLYWOOD LONG TOP SECTION OS00'I MINTO CLASS ON ULTRAFAS 30• $ REQUIRED PLYWOOD q 1/2'MIN. REQUIRED O.D.AND 0.245•I.d.AND (SEE SCHEDULE WEATHER 1/4'0 TAPCONS OR p N 0.223'LONG BOTT04 - STRIPPING EA 1 or CpETE_FLEX $ 1/4'THRU BOLT W SECTION OJ20'O.D.AND ON SHEET 13) SIDE( •) T a B ANCHORS 8'O.C. / �. t•i / 0.245'I.d. ® to �J WASHER DE&NUT O 10'O.C. EAGH SI 1/4'THRU BOLT W/ $ POURED CONCRETE OR WASHER&NUT O 5 O.C. f ETE-FIE%ANCHORS B'O.C. I CONCRETE BLOCK WALL 1 1 or REQUIRED 2'x4'OR 2'x5'xt e' / POURED CONCRETE WALL 5'x3'xl/8'6083-T6 CONT. ALTERNATE 3/16'ALUM. ®T 60CLETB CONT.ALUM. CONCRETE BLOCKKUIIRED ALUN.ANGLE OR BENT PLATE. POP RIVETS O 5'O.C. A "'R1 STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 w MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PT] �z na e"a W 3/16'ALUM.POP RNEfS O I MIN.SEPARATION y —MIN, BOTH SIDES TO GLASS I EE SCHEDULE ON SHEET 13) a e S ALTERNATE LEG 1 J Or �� EO EQ I ORANCHHORRF1 7 ®T OOtO mTm C3 ALTERNATE LEG /J 1 (SEE SHEET 13) &ANCHOR L - �/ ORIENTATION 1/4'0.3/4'TEKS SCREW W/ POURED CONCRETE OR / 5/0'WASHER OR 1/4'x 3/4' c •Ri CONCRETE BLOCK WALL BOLTS W/NUTS&5/8'WASHER O REQUIRED 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION CONNEGIM C4 SECTION 4 (SEE SHEET 13) o EQ. ED. 1/4'0 x 3/4'TEKS SCREW OR 1/4'.3/4'BOLTS W/NUTS POURED CONCRETE OR &5/8-WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE CONCRETE BLOCKWALL REQUIRED & CONCRETE BLOCK BUILD—OUT FACE, MOUNTING INSTALLATION Crt t ,Ut1T/ SCALE N.T.S. TII9Wc Norm) FLORIDA BUILDING CODE(High a Hon High VdooHy HuETioarn Zona) �,•' \,\l, ,$'� ,'� 02020 RLTECG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. NOTE FOR COMBINATION OF SECTIONS; * E.D. = EDGE DISTANCE MA No.44167 �IN ANY WAYG SECTIONS CAN BE TO SUrr ANY INSTALLATION. (SEE SPECIFlCATIONS ON SHEEP 13) * f 'r �CO �N�, FOLDING SHUTTER CORP. 7/'TE'2 / P'S'l ATE LIF TESTING eENGINEERINO COMPANY 16a2 MARTIN LUTHER KIND JR.BLVD Y SEE LIMITATIONS FOR ®ON SHEET 2 P r tee w[6r PAIL I1GCf1,FL SS40420_190 ...:(wslar00971 PH:160D -6371ORID .r\ -man:tilt-6-1am ....roImAG.HRlron aam DRAWING N. r� .• � WALTER A0IT Jr P.E. PE SEIt� ./ 57 /ta/m - - SHEET 6 OF 13 oom llt MIN.E.D. POURED CONCRETE � CONNECTION C5 REQUIRED (SEE SHEEP 13) DASD'THICK ss. ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCNRAL) (2)NYLON 'a, A10■3'5.5.s.M.S W/1/2.0 ROLLERS 0.855'0(TYP.) x3/4'LONG NYLON BUSHINGS (Typ.TOP)AND 1'LONG(Typ. I 8 BOTTOM),E%CEPT AT ROLLER HOUSING MP.) 070 a 3'Ss S.M.S.W/- 0.373'LONG NYLON I 3/1 R'ALUM. BUSHING W/A 0.150' POP RIVE15. I LONG TOP SECTION 0.500' a 1B'D.C. O.D.AND D.24S Ld.AND CONE 0.163':A.2701D.030' 0.223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.32D'O.D.AND STRIPPING EA.SIDE(TYP.) 0245'Ld. (TYP.) I 1 or � 1 or '�' me ®t 8 MINE GLASS ®t N s (SEE SCHEDULE MIN..PAs�N I �, ON SHEET 13) (SEE SCHEDULE I 1 or m r ON SHEET 13) ®t I MIN.SEPARATION a' 1/4'0 r 1'TEK SCREW OR TO GLASSw 1/40-20'e1'S.S.MS WITH (SEE SCHEDULE � 5 (OPTIONAL RAIN NUT&WAS O 4'O.C. ON SHEET 13) -L/Dr'S"' 7 ®t ALTERNATE 3/76'Of I OPIpNAL RNN GUARD POP AP 6 5'O.C. U AT REAR I n g I 1 ALTERNATE 3/16'ALUM. . �� ANCHOR ALTERNATE WITH I S�3 3 POP RNE S O P 3AT .3/18'ALUM.POP RIVETS / a10'O.C.BOTH SIDES (SEE SHEET 3�18'ALUM.POP fIVE75 / E0. _ .___ "1 3 10'O.C.BOTH SIDES SAPPULAB OEDGE F r j EDGE OF POURED CONCRETE (i1BLE REQUIRED 1� AAPPPUCABLE EE SHEET 73 EQ. E0. POURED CONCRETE POURED•MIN E.D— REQUIRED CONCRETE—/ REQUIRED. COIIIFS�Il011 Cs •MIN.E.D. •LON.E.D. (SEE SHEEP 13) •1AN E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. ``��•��'��LA._I T!((% T FLORIDA BUILDING CODE(Mph 3 Nan Mph Veloolty Hurdeans Zara) NOTE FOR GOMBINATgN OF sECT10Nc: * ,c`yar,•'•�\C JSF 02020 Ta1Eto INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAwN 81' E.D. = EDGE DISTANCE Ain �rrrr M M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = No.44167 - FOLDING SHu11 GR CORP. 7/10/2D2D IN ANY WAY TO SUIT ANY INSTALLATION. 7E - 'L E C O INC. DATE 7�7 STATE OF TESTING!ENGINEERING COMPANY 1082 MARTIN U."m 1 NINO jR.RLw t SEE LIMRATIONS FOR®ON SHEET 2 F P,: a' ` "a'® war P, 10-643 63 s3404 20-190 'Q'•, :(]WJAT1-tsw.fm:t�7v,-,. P11:1WTI-CH,Fl.t D 1 p q 10 a-moll:U 1etA00al.00m .w r.foldh pAe Muaaam DRAWING No •.G�. ..••a�`�, CA-WALTER A.�GLUT dr.P.E. em e. 0vaema 0or rr.r oo0v,a ma P.E.SEAL •r FLORIDA Ua/44167 1me,raA ,r - - SHEET 7 OF 13 POURED-CONCRETE. GRdRm COt gODp•u•v .. BLOCK WALL (�50 a mAn 1VRE PER bOaDVLE (7)ROM OF 1/4Y 7APC )( ANCHORS O SCHEDULE)(SEE NmSCHEDULE) � TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # AT)Y/0.4,/I xomm1lm O O——— — 7——— 0 0 o ALLOWABLE TUBE RE ANGLE NUMBER OF ANCHORS -bPAN T11lE PER SCHEDULE —O —— ——————————— - 0 TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE ALL°) o o. o Qo SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM mP� mAJ 1/4'4•3/4•TEx SCREW ---- SPAN o IT,O.C, +h'rrP. TUBE TUBE TUBE R '.nlH•;DaW 31.4' N 60" 106.0" 13 8 3-(S E SCHEDULE)ANGOLE (�Tom°ED.E)w+aE I< 2"x4"z1/8' 96" 85.0" 17 _10 (8 SC ANGLE�� / 144" 69.0" 13 8 DICTH(TYPJ _ '2xi/ snit/4-,LENGTH 80 117.0" 17 10 S00-Tb MAY).ANCIE (SEE�mLx� Q t vOexG Q t E4 1/1'(TYP 2"x4"x1/4" 96" 110.0" 21 12 i SPAN TDDE 144" 91.0" _ 21_ 12 TYPICAL ELEVATION (TUBE AT TOP) 80" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION .z. 2"4"0/8" 96" 100.0" 21 12 SECTION X ".""•N.rs 144' 61.0" 17 10 .SPAN 7lIDC a 1h-YN. ED.CTYR)-I60N 80" 124.tl" 21 12 --OPENING WrnN +h•m 2"x6"x1/8" 96" 114.0' 21 12 144" 93.0" 21 12 s.4 m rxr 66 O t Sd.t/41 tFxrnr Q 1 Y.4' Yx]'". 7k VALID-ALSO FOR MIDHEIGHT TUBE INSTALLARON ONLY WHEN THE SUMARON OF THE At ANGLE 1:1 �t/�44�1µ SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN 8 (yg SHOWN ON TABLE 1. Y Y'� TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/4•0 x 3/4•TEz SCREW o 0 0 o TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS o b-D.C. ______ SIZE PRODUCT SPAN LENGTH EA, END PER END OF TUBE SPAN 7UDC Pf11 SCHEME —_ 3YJ ii/41 LENGTH 6081-76 A1i01' 6063-TO IULAI.ANGLE 60" 76.0' 13 12 (SEE sLW0+nE7 AT tJ4'•3/4•TICKS SCREW 4•WRL SPAONO SPAN TUBE PER SCHEDULE 2"x4"x 1/8" 96` 60.0" 17 15 0.0Dr tt\x. AT 1 D.C.IC/xGTUCDLIILY. x7D1 POUREQ CONCIR (SEE SCHWLE) BEI ANCHORS OYPJ OR GmUtE➢COIYREIE (7)RDRS OF 7/0I TAPCONS 144" 48.0" 13 12 DLna tuLL REatARfD AND—OYP3 I—sa EzImp TYPICAL ELEVATION (TUBE AT BOTTOM) BO" 87.0' 21 1 B sczr.r<s SPAN TUBE MOUNTING INSTALLATION 2-x4"x1/4" 96" 79,0' 21 18 - � ' Ax.SPAN TDB IETCD 144" 65.0' 21 18 AT 1/4'.J/4•T06 LONGITUDINALLY. Yx4'w Yar m r r,1/4• 4 Ig/Y ED. AT 3)ROW OF 1/4'0 Lunn+6053-76 AIIAL ANGLE OTP.J OPENING N'mN+ //r 80" 77.0" 17 15 T3AFLOts ANC) ( � (rm•)(SEE sommm Q 2"z5"xt/8" 96" 70.0" 21 18 d Q t 144" 57.0" 17 15 80" 88.0" 21 18 QT Irl 2"x6"x1/B" 9fi" 81.0" 21 18 Z �• � 144" 66.0" 21 18 o o ' o o b � INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 4D05 o s /4 — ______________ OR GROUTED CONCRETE BLOCK WALL O O O O O10 SP,W TUB[PER sexmuLE — SCALE:N.T,S. WGl-TG ALLOY. O O O O O O SPAN TUBE PER SCHEIX E LMX.AS.D.DESIGN PRESSURE RATING 5720 PSF 1C w 3'd'a ]14'Or 313'a 3-.2-. ' LENGTH \yHDIIU Attu LENGTH -TD (SEE bCH P. AAAA FLORIDA BUILDING 00DE(HIgh t Mon h7gh VNoolty Nurffmris Zone) QYR (SEE SCHEDULE) ``�` ,,.,••...., �/� 02020 TRIECO[N4 - Y^e �T,-••'��CENSF.'••9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�' POURED �' r OPETANG Q' N0.44167 - 1L E C O INS. FOLDING SHUTTER CORP. '/'DATE° CLOCK WALL REQUIRED 3i4'a 3'd'a Yn'.1/4' *' 77LL ING&ENGINEERING COMPANY 1e62 MAIM MITHLIt KING Jx,IILVD (b)1f4'x 3/4'TENS SCREW LEx0D7 6093-TD".MOLE TYPICAL ELEVATION (•MBE AT MIOH I•HT) �(7 Lab"--v 7LL, l-3GS,WRm4A G4®q n A1- tnsr PAW KACK 6 stE04 a: on lnxurltDNAILY. (sc[satmttlq is �-o'• STATE OF •4*�+teSmTtn+-+a,G.ti..Irk»-+at+ Pit tmo-e43-o3Tt 20-190 mall:UHecoOOOl.cnm —fOM6q\NGff— DRAWING No SPAN TUBE MOUNTING INSTALLATION p. k,��� CA-000ettD cl..,.�.. .. 1 SEE LIMRATONS FOR©ON SHEEI 2 P F •'C WFEpILIL1 Llc H1 P. oD /+� ~ _ _ Y J.fx.�s••i �A nAl•�`.� �� e SHEET 9 OF 13 \ \ '1/4'4 x 1 3/4' MIN.ED. TAPCONS/CRETE-FLEX (Sg 5{¢ET . ANCNOTS O iB-O.C. E%InD1G 4L155 13) STRUCTURE _ M61 E0. STRUCTURE STRUCTURE MEET 13) EXISTING1 ��� —3.736 R1'yP.) / STRUCRmE 3/8-0 TMAE400 NC �Eyl� 3/16-POP RNETS OR O CENTERPIECE FOR 1/4-..,3/4• / 1 \ '1/4•x 3/4-TM O (TYPJ - T4xDNs/CRETE-FTEx IS.O.C. ANCHORS O 18'O.C. \ 3 1 1 I I6 POP RNE78 - n .ORR1//•1J/P } or + or or J I TENS°'°-D.C. � WALL FACE or 1 I �- END CONDITION 80.0 90.v 18 MIT 90.V 2 \O / 3/16-POP RIVETS OR / 18 4 SH WN iB+o:D3/4•MIS° =� (TOR INTERIOR -DRg5 OR ExrETaoR) EXTERIOR 101E,> (2)©F 0 30-D.D.° TAN®frn, T°ocee / \ I9SPAN (� O JD• OlO NI A1r FOR UP HORIZONTAL SECTION 20 °-7.a NI—PMN(T�F1 UP SCREW MAY BEN 0HUEU ro 144•SPAN(NUMB I8 MORGIONTAL SECTION SCf♦ElY MAY 8E INSTAl1FD INTERIOR OR ExrmOR) (LEMM INRRIDR I /16•POP R\ INTERIOR OR EXTERIOR) (LEVERS DUERgR) z5dS1/8'CONL OR TMENIWt) r ms/e,8�40.c. I *MIRY VARY AT L Sf SAT AT TRAPPED p6TALlA=n 4 OR 5 �- --, Ts ALLcy ANGLE 4,'OR(5� ITAPcON/TRITE-FIOT SHO SHOWN 't SEE UMRAT)ONS FOR©ON SHEET 2 ANCHORS O 1B'O.C.ro TAPCON/CFffTE-R To SHO \ 3 / 17051B1C Sf1i1N,TUT¢ ANLTIOR.S O 18.0.0 ro \ EATSTWG SRNCTIE. BUILD—OUT ExISTINS STRUCNRE ��2- -.,/R•DONE._ 1/Y 60W-TB AuO 4NL.TE END CONDITION MIN Y\_3/16 POP RIVETS OR 1/4•x 3/4'TE31S OR EXISTING STRIICTIATE END LOCK ANGLE 1/4•x"RDus W/ END LOCK ANGLE NUTS O 12'O.C. NOTE 1 HORIZONTAL SECTION HORUONTAL SECTION 2•It 2'x 1/8.6063-TO 1/4•x 3/4•TEN ONE LOCKING TUBE, PART f SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR caNr.4wuwLAa Tg!!f ANGLE SCRIM A KNm V DIVE (2) O 30.O.C.O CENTERPIECE O fC O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A EeD�FaR 1r m e9• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100. OF THE TIP SHALL BE SQUARE, SPAN s(s)LF610 30- 0.357"xO.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED OC.O MIDSPA?'FDR UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY 144-SPAN umAum A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR D[TERIOR) OF THE TIP A SQUARE, 0.475"4.475"0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR (5� ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vR� SHOYY99NN (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"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" Ozum INTERIOR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER, soo- 1Ti� OR ExTF3IOR) SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS_ ® 4 OR 5O SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION ��EEu11A 1 Er1(r)fAAA44� FLORIDA BUILDING CODE p o°IV Hur t°°m Zone)(LRph t Noe High VN ) END. INSTALLATION DETAILS INTO CONCRETE. ���?''�\cE�sF '-:: '-, ®202omTEcoINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM CONCRETE BLOCK & WOOD (AS APPLICABLE ° *i67 = tL ECo ILMC. FOLDING SHUTTER CORP. '/'DATES LAT iFSfINO B ENGINEERING COMPANY 1862 MUM LMN ER KIND JR.UVD STATE OF .OQ��sea a,s.sax MawE cNOOc,n s„se WEST PALM BEACH,EL&U04 20-190 .YI�e�.,(3f0)Qfl-,LID.fm,(9ID)flT,-tss, PIN 1 WO-m-°371 '. `CLORIDP' .-moil:UN.c.O..l. ....Eclmny.nuElnaoorn DRAWING N. .q���pATE �6 WADER A.TILLIT J,P.E P.E.SE D O1YV1N � FLORIDA L,a./44167 m n-m Aro - - SHEET 9 OF 13 2'.2'K 1/8' 1 ALUMINUM ANGLE BUIHD-OUr MOUNT PER SECTION 4.SHEET 6 A q (2)3/11e'POP RIVET" Z'•2- 1/e' EACHLEG OF 2'•Y ALWRNN AN GIE ANGLE ANGLE LEG MAY FACE AWAY FROM OPENING (AS SHOWN)OR TOWARDS t3 OPENING.NO ANCHORS REQUIRED TO HOST 1 STRUCTURE 1 BUILD-OUT MOUNT PER SECTION 4,SNEET 6 (2)3/16•POP RIVETS, UGH LEG OF 2^d' ANGLE ALTERNATE WALL EXTERIOR ELEVATION +SIMILAR AT HEAD PLAN VIEW A— MOUNT FOR ota=�' AND SILL AND BOTH SIDES OR US=ANGLES: OF PRODUCT jig' 0 `i � ,/4.,4J/4. I! ®; OPTIONAL SIDE ANG () LE T 111 OR J/1e'POP L+' 1 1/2••1 1/2't 7/e•a 0'-2' (FOR SECTION 4.SHEET 6) RUM PER ANGLE TO MIN.AWMIAI ANGLES TDP k TUBE BOTTOM OR TO WALL(2 REQUIRED) f21 1/4'o TAPCON/ eRETE FA ANGLE TO SLAB ® 1/4'•a 1 3/4' `•(lQl Op 5 2;EM PIECESWAY T TANS o 1e,CLa SOp. po 6-POP RIVETS OR EIISTING STRucnm E •b. �3 'a 3/4'TEKS 3 .. :d 2'O.C. 32-MIL CORNER POST 4 s� OF CONCRETE ISOMETRIC EDGE AT TOP AND BOTTOM 5 19E O OPIECES MAY BE FIAT R L END TRAPPED EN CONDITION W/ FLAT END FLORIDA BUILDIHO OODE(IRph h Non Hfph V411ooHr Hurrkans Zonrr) END INSTALLATION DETAILS INTO CONCRETE, ='�� ���E"sF ®�0�INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DULL Rf1 No.44167 E 7/10/2020 CONCRETE BLOCK & WOOD (AS APPLICABLE - * •*= iL CO�N�. FOLDING MUM CORP. DATE 7/7 STATE OF ?LO IT7ESTIN0![ENGINEERING COMPANY 1Re2 MARTIN LUTHER 00 JN.oWD 4L m..301,w�u HWroOq n 1111N WEST MW BTAOI L 334" 20-190 '• F(ORID tI ' 1-1a]O.Fm:(]06je/1-Ie11 P.iFW10-e4M.S71 ,-�� -m 1:UT1eeo0 Y I.eem rner folAepdwfheaanrn DRAWING No __t` � WALTER A.71LL Jr.P.E �• �® Pus r.ti meals Bart P.E.SF E � `` FIANmA De. 44187 1 1 s m SHEET.9A OF 13 _WALL FINISH OPTIONAL RAM 1400D (NON-STRUCMUL) WALL FINISH 5z 0.060'THICK S.S. S10'3'SS.S.MS.W/1/2'0.3/4' ROUER HOUSING LONG NYLON BUSHINGS(Typ.TOP) CONNE'IION C2 AND 1'LONG(Typ.BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) c ' 0.060'THICK S.S.ROLLER NOISING (p)q Fps I �i_ II ?ii. OPTIONAL RAIN HODO (NON-STRUCTURAL) 2'x4'CONT.WOOD ° V~ IF HEADFp REQ'D. ° A10:3'S.S.S.MS.W/ 3/16'ALUM.POP ° 0.373'LONG NYLON CONT RNETS,a 18'O.C. T1USHING W/A 0.15D' r _ CIION C1 LONG TOP SECTION 0.300' 1 0.183'x0.270' ° O.D.AND 0.245'Ld.AND 1 .0'�• 2S a ° D.223'LONG BOTTOM WE�� Or _ ° SECiq)N 0.320'0.0.AND STRIPPING FA ® t 0.245'id. ° (TY'P•) SIDE OYP.) \�xa, / :tl; I 3/16-ALUM.POP a 18.O.C. MIN.SEPARATION 2'a4'CONT.WOOD ° MIN. SEPARTIOTO GLASS (SEE SCHEDULE 1 or ON SHEET 13) ® HEADER REO'D. (SEE SCHEC LE SHEET 13 / tr m ® G 2'a4'CONT.WOOD PLATE REO'D. ° 161 Nil WALL FACE MOUNTING INSTALLATION W I ` n a SECTION 2W (TOP) —CONNECTION C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1w INSTALLATIONS DETAILS INTO WOOD pAA``AYYuA�ITIC[%''''i., FLORIDA BUILDING CODE HI h t Hon 19 h Vet R ( p p ody Hurrlomn Zone) t SEE LMITA710NS FOR®ON SHEETEN n ®=Op TaTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAW"Erl' NOTES: ILP NOTE FOR COMBIN4TON p,44167 — 7/t0/2G2G 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO IL E C O�Nc. FOLDING SHUTTER CORP. D/2 BE HAVE A MIN. SPECIFIC DENSITY OF 0.4b OR EQUAL 1— MOUNTING SECTIONS CAN BE COMBINED 'K STATE OF TESTING k ENGINEERING COMPANY IM MARTIN IUTHER Ing JR.BLVD IN ANY WAY TO SUIT ANY INSTALLATION. A v.M(a.m.w1.waxxa aumOs,n 311w WEST PALM BEACH,n 35404 7- a, sfe.,(SDJyf/1-1010 PH.1500-643-6371 20-190 fCOR�oP a-n LaueoeooL . Joldlnphut. DRAWING N. CA-0006719 WALTER TF.LR J,P.E. _r mrsv� � xa,x. uau P.E SE „1-• Oryfi"SAS FLORIDA Lie. Lie. 44167 -__I SHEET ID OF 13 1/4"D x 3/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER O 6,O.C. 4'x8•(W 1.)EXISTING WOOD BEAM REOUD7ED.STRUCNRAL A�AUACY OF EXISTING WOOD BEAM 70 BE CERTIFIED BY REGISTERED -' WALL FINISH O.DBO'THICK S.S. T SEE LIMMATTONS FOR ®ON SHEET 2 ENGINEER OR ARCHRM PRIOR ROLLER HOUSING TO PRODUCT INSTALLATION. E E 27x4' CONNECTION 04 COOT. OPTIONAL RAIN HOOD NOTE FOR COM91NATlON OF SECTIONS: WOOD HEADER - �. - �. (NON-STRUCTURAL) REO'D. 1- MOUNTING SECTIONS CAN BE COMBINED /10x3'S.S.S.M.S.W/I/2, x3/a• IN ANY WAY TO SUIT ANY INSTALLATION. CONNECTION C5— LONG NYLON BUS HINGS (ITT TOP AND 1'LONG(Typ,BOTTOM).EXCEPT i4y AT ROLLER HOUSING(TYP.) Fe OPTIONALRAM HOOD (NO (NON_SfSTRUCNRAI) ^S y:�1h_'r-":,.. _ (2)NYLON -� �' t- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO ROLLER II 1 BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ;T-----I I 11 -- - ~ I I 3/16'ALUM.POP RIVETS 10 x 3' • N oil L==J.-"� J "`"IIIOJJJ , A SS.&M.S.W/O.373 LAND NYLON I _.3/16 M'ALU . ALTERNATE LEG O lei"D.C. BUSHING W/A 0.150"LONG TOP SECTION I LOCATION CONT.. 0.500"O.D.AND 0245'Ld.MID 0.223'LONG PO RAAL (SEE NOTE•) 0.16T".0.270S0.0.T0' BOTTOM SECTION 0.320'D.O.AND 0245"Ld. O P 18,O.C. ULTRAFAB I4EATIfR nYP•) MIN.SEPARATION I _ STRIPP No FA SIDE TO GLASS ') T OF ®T (SEE SCHEDULE I ON SHEET 13) a�rn MN.SEPARATION I I I Of ®T TO GLASS LHNTOSEP�ON 3�+ (SEE Sfa'tEDULE y B (SEE SCHEDULE ON SHEEP 13) f OI ON SHEEP 13) OI ® T ®T y ALTERNATE 3/16'AWIA ALTERNATE LEG or POP RIVETS O 5'O.C. - - IACATION OPTIONAL RAN CUARD ALTERNATE LEG AT REM. r__I=-� T__T --- 1!— IOCATION I I I l.L. jJ •) (NON-STRI1CfURAL) -�T�NOTE• 1 i - 1I LL�JJ l i -- I _r_� l i ALTERNATE 3/18'ALUM. I 11 I I I I 11 1 POP R1VEf5 O 5.O.C. CONT.INV-I H-__ -'1---__T_� O as WOOD 1 I ___ I 11 R .. _.-:.-5. o .3 PLATE I I 11 n 9 ,. 9 i.r. n 8 Yg REO'D. _ 1 x :R sl 3/16'ALUM.POP RVETS j�:;l:;".�. n4 o 10'O.C.UO7H SIDES ^3 19 la 3/16'ALUM.POP RIVETS $ Eq. EO. BOTH SIDES d EO E0. I - 2'x8'MIN.WOOD Eq. •±'. R 2'x4"CONE. I DECK REQUIRED 1/4'D x 3/4-TEKS SCREW (NO FINISH ALLOWED) ( 1/4'0 x W Z3 SCREW WOOD R O D. I OR 1/4'x 3/4'BOLTS W/NUTS - WASHER OR &5/8-WASHER O 0"O.C. 1 ' 1/4"x 3/4'BOLTS W/NUTS& II ;+ 5/0' -CONNECTION Do WASHER O 4"D.C. '�: C0111EC1101! 2•WIN.E.D. 2'MIN.E0. —OONNECTION C3 WALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM.) IIAAAAA SECTION 7W 4 - OIL(/T NOTE 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED FLORIDA BUILDING CODE(High& Non Nigh Vdoft Hurrkum Zom) \\ F 02G2o TLTECO Me. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM ' RAM r�'• INSTALLATIONS DETAILS INTO WOOD N°.441s7 7/10/2D20 * _ I L E C O�Iye. FOULING SNUTIER CORP. DATE SCALE : N.T.S. STATE OF TESTING&ENGINEERING COMPANY 1062 MAA'RN URUER KING JR,BLVD 3m�6T,�slw xa WxGraA o4DM m". WINI PML BGCH,rL ss4o4 �p FCO R��P•'' :(xa 6ai-I=,T...(am1671-15a1 FHI 1nG0-nos-IIn7t 20-190 �. \� ` 4-men:tit..7enl.wm -Patin uXtlaaaoom DRAWING N. i •C tr .� CA-OD06719 - ••. ••• WALTER A TnlJT Jr.P.E. m ' ®� _ m.r ®er eox P.E. 11111'•1111L\\{\T\\ FLORIDA U./44167 1 m�+n /I - - SHEET TT Or 13 a T—F 1 MIN.SEPARATIONTO GLASS GJ' MINT GLA TION or ®i °� (SEE SCHEDULE (SEE SCHEDULE H ON SHEEP 13) 1 ON SHEET 13) ly Or ® �ly IX OPTIONAL RAIN GUARD 1� (NON-SIRUCTURAL) I 1/4-0.1'TEKju ALTERNATE 3/10'ALUM. 10 WAS 04 SCREW DR 1/40-20.1- POP RATE 0 9'O.C. I i5 MS 4 NUT&I AT REM. 'm n 9 WASHER 'O.C. n 3/16'ALUM.POP RIVETS n S 0 10'O.C.BOTH SIDES '$ EDGE OF SLAB J �� x1 0"APPLICABLE _ ALTEEDGE OF SLAB . L LEG& '9H' coNmm 10N ,�- IF APPLICABLE ANCHOR IDCADON y (SEE NOTE�) ci ) 21.6' N.WOOD - DECK REQUIRED (ND F1MSH ALLOWED) CONNECTION CS EDGE OF �- S�W EDGE OF 2'MIN.E.D. APPLICABLE �- SLAB IF 2'MIN.E0. - APPLICABLE EO. m t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION �---,•M1".E.D. SECTION 78W (BOTTOM) 7' IN.E.D. NOTE FOR COMBINATION OF SECTIONS: 2'.6'MIN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2514'CONT.WOOD TO GLASS NOTES, PLATE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL f ' WALL FINISH (3) 2 1/' uG 2- SEE SECTIONS 6W& 14W FOR MO. A.S.D. DESIGN or t , a SCREWS W/2 1/2'MIN.. 71—MR42- .E.D. PRESSURE RATING &SPANS w PENETRATION AT MIWBDIH��— 1'.4'.1/8' c w (27 OF RAFTM/TRUSSES I 6D83-TB CONT. 8 ALUMINUM TUBE I 1/4 Ne(8083-TB)FLAT r EXISTING 2X WOOD $ PLATE W/1/4'0.1'7EK TRUSSES OR RAPIER STUD PAN.WOOD . SCREWS 0 6'O.C. AT 24'O.C.MAX. STUDS O 16'O.C. AMTT l � $ BETWEEN TRUSSES OR 00 'w. �1 ' 1/B'x4'(6063-TS)FTAT PLATE W/1/"0.1'TEK - SCRIN BETWEEN TRUSSES ANCHORS DA#14TN 000 SCREWS OR it VO 8 EDGE(IF MPLLCABLE) NOS LAG SCREWS AT NIDWIDIH OF EA.STUD W/ 2 1/2'MITI.THREADED PENETRATION INTO WOOD yy' (2)NYLON E 1/4'MAX.PLYWOOD EXISTING SOFFIT. STUD 1/4'0.3/4'TEK 0.865L.) Ig104-S.S.S.M.S.W/1/2.0 x3/4'LONG EO.�EQ. S SCREW BOLTS W/•NUTS&3/4' ill j 'g NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1/4'0 x 3/4'TEK WASHER 0 O.C. (Typ BOTTOM),EXCEPT AT ROLLER HOUSING 8 SCREW 0 6'O.C. /10 x 3 ss.sus.W/ 8 (TrPj 0.373'TANG NYLON MOU WOOD STUDS• MOUNTING INSTALLATION BUSHING W/ "Ld.A' CONT. INSTALLATIONS DETAILS SECTION 14W (BOTTOM LONG TOP SECTION OMD' CONT. 0.270' O.D.AND 0.245'I.d.AND x0.030' y 0.22T'LONG BOTTOM MIN.SEPARATION INTO WOOD MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO GLASS ULTRAFM a 0.245'Ld. -(SEE SCHEDULE WEATHER TA or ®t 'oo n SCALE N.T.S. \�\\1LNIHNLFFFI��� FMDA BURMG CODE(N19h &Non High Vdooffy Hunkam Zonu) (TYP•) ON SHEET 13) I SIDE(TYP.) I 02020 TILTECO INC. DRAWN BT: `��Q�•. �E� d� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM LIP L� SF'• /2020 HEADER TO TRUSS MOUNTING INSTALLATION �>1 r FOLDING SHUTTER CORP. 7/,DIE _ 4167 �L E C O�Ne. DATE 7 * TI1UUT TESTING&ENGINEERING COMPANY 1882 MARTIN MNHDL KING JR.OLWI a1S xr.amn.a.Ah em.Im0ra1 cNoou+s n n1m WEST PAW IEAC" n!l404 20-190 SECTION SWSECTION SW(TOP� STATE OF ' ""' --il:tit-Amel.m �.fdam�,°0whL4,,m7�;,,, DRAWING No ; 02 MAX. A.S.D. DESIGN PRESSURE RATING +60.0, —60:0 PSF F \N4� WALTER A DLUTi Jr.P.E n �� av Axx*1Y P.�i�S DA (��`♦ - FLORIDA Uc./41 IS 1 m n-m- ryyn - - SHEET 12 Of 13 'S. la Ar MAXIMUM WIND PRESSURE (b s.fu CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fly 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) WIND M"[UUM-sues SPANS A YAx THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE a'� CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD _ f+/-1 PO=a PRESSURE aTTOP� ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PRESSLW PmsvnE &BOTTOM TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK tt+1 h-1 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib it A B C A C E . A C F 60.0" 60" BB Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B A C 35 psf 100.0` 100" 146 Ib ft 6 418 LB/FT 236 LB FT 202 LB/FT 383 L /F 432 LB/FT C1 C 9 417 LB FT - - 134 LB FT 144" 144' 210 Ib ft 12 387 LBT BF C2 6 461 LB/FT - 418 LB FT" 202 LB/FT F60" 100 Ib ft 94 90LB T38LB 380 LB/FT b C2 LB FT 12 375 L /F - 334 LB/FT 40 psf 1 1 " fFT 62 LB FT 142 LB/Fi 144' 144' 240 It ft 6 525 LB FT - 419 LB/FT' 312 LB FT 285 B FT.353 LB/FT 443 LB/FT 9 417 LB/FT - 362 LB/FT 190 LB/FT 50.0' 60.0' 115 Ib ft 9 390 LB/FT - 309 LB/FT, 157 LB/FT 134 LB/FT 257•LB/FT 329 LB/FT 6 502 LB/FT - 419 LB/FT' - - - 285 LB/FT 80.0' 80.0" 154 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/FT 46 psf N 0" 97.D' 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/Fi - 202 LB/FT, 115.0" 115.0" 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 0.0 144' 125 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 60.0" 89.0" 187 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 89..0 89.0' 208 Ib/ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 912 LB/FT - 682 LB E - 364 LB/FT 50 psf 100.0''- 100A"� 206 Ib/ft 120.0" 120.0" 250 Ib ft C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/Fi 155 LB/FT 9 226 LB/FT - 24 LBIM 83 LB/FT 144' 140" 300 Ib 3 B43 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT Ib/ft - 334 LB/FT - 125 LB/FT. 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102-LB/FT 3 681 LB/FT - 70 LBIFfoo 250 LB/FTI 81.0' 81.0" 1B7 Wit C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 FT - 55 psf 100.0 100.0' 229 Wit 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/Fi 23 LB/ - - 1137" 123 ' 330 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB FT 153 LB FT 3 663 LB/FT 756 LB FT 646 LB/FT 137' 134' 330 Ib tt _ / / - - 60.0" 60.0" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT' 236 LB/FT 16 80.0" 80.0' 200 Ib ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0' 250 Ib/ft-1 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT,168 LB/FT 12 388 g/FT 460 LB/FT 409 LB/FT - - 115.0' 715.0' 268 Ib ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB FT 691 LB/Fi 614 LB/FT - - 9.0 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/Fi 921 LB/Fi 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 ft MIN, SEPARATION TO GLASS SCHEDULE ANCHOR_ S SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft A55 0' j2b - ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 p .0` SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK W000 STEEL CONC. C.BLOCK WOOD STEEL " SPAN HURRICANE ZONE HURRICANE ZONE 0" ZONE 1,2,3 ZONE 4 1/4"0 TAPCON W/ADVANCED A 3.50' 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf0 THREADFORM TECHNOLOGY 5'-10" AS LESS 2 1/2" 1" 2 5/8° 3.50" 3.50" N/A N/A 3.00' 3.00" N/A N/A 80 psf " B 1/4" 0 x 3/4" SOLID SET90 st " >5r-10" 100 psf 1D1' 99" 447 Ib ft TO 8'-3" 2 5/8"+ 1" 2 3/4-+ C 1/4" 0 CRETE-FLEX 3.00" 3.00' 9 N/A 3.00" 3.00" N/A N/A 110 psf 94" 90- 468 Ib ft 120 psf 87" 82" 464 Ib ft _ 1/4" 0 ITW-BUILDER 130 psf 80" 76" 483 Ib/ft T08123-0" 3 1/2' 1" 3 5/8" E TEK SCREWS N/A N/A N/A 1.00" N/A N/A N/A 2.00" 140 psf 74" 70" 484 Ib"ft F #14 NDS WOOD SCREWS OR 150 psf 69" 66' ft 483 Ib 1/4- NOS LAG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A 160 psf 65"' 62" 1 483 Ib/ft A AS DEFINED BY ASTM E-1996 STANDARD. AN S, + EXCEPT THAT 3 5/8` SHALL BE USED 111NN1T11T1Th FLARIDA BUILDING CODE(Nigh&Non IDgh Velocity Hurricane Zone) L+: M4IDMUM ALLOWABLE PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, .\���.. /T ®tOZO mTEco INC. GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. •••""•••., TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 4, 4A & 7A. .• P E M.P GIVENMAX ALLOWABLE PRODUCT SPAN FORA ••�\C NSF ' FOLDING SHUTTER CORP. 7/10/2020 GIVEN NEGATIVE A.S.D.DESIGN PRESSURE Z RA11NG. Z o.4 41s7 IL E C O IRe. DATE: _ T ETESnHG&ENGINEERING COMPANY 1852 MARTIN LUTHER KING AL BLYD EQUAL TO THE ALLOWABLE PRODUCT SPAN 6 �// rP.7 EOUAL TO THE MINIMUM DETERMINED PRODUCT _ * Aus my-Jus a.s,..am.Nrtcea avmOs,n.a,ee M67 PAW BGC1,Fi 37404 SPAN BETWEEN'L+'AND"L HIoih tT�tecoomi m-,�, -1.;al-e4J-ea71 �0�190 -o'• STATE OF �- e-," G-0008719 P.E. .' WALTFA 0.TE11T H. Jr.P.E. �'.," ®,v - m �m ouc �;q�N FLORIN Uc.A 44187 ao rr� `G•-'-.... .•:t`�1 � h a•I SHEEP 13 OF 1J