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HomeMy WebLinkAboutPRODUCT APPROVAL 79 V�PRIOACOAPAM mom OF { 11 e o eu ion BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I Contact Us I BCIS Site Map Links I^'Search Florida- {, I;j.IM Product Approval �^,�, ylal - ,USER:Public User uv�trc a .e �r P:tvs� Product Approval Menu>Product or Application Search>Application List>Application on Detail - FL# FL17080-R3 O C T 2 y1 2021 a t Application Type Revision Code Version 2020 Application Status Approved ST. Lucie County;Permitting Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer 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•pjf 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 Drwg 20- Approved for use outside HVHZ:Yes 199010—f 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 S-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg0— sheet 13 for additional spans and loads. 101pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CooMright 2007-2013 State of Florida.::Privacy Statement::Accesslbllity 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: ;Credit Card' Safe GENERAL NOTES• 1.TITAN 0 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 2020(701 6)IDON)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'O TAPCON W/ADVANCED THREADFORLM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ITW/BUILDIX, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IUD(HVHZ)g 1gDO(NHVFIZ)Of THE ABOVE MENTIONED CODE, INC 3 ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR LADIES, Kd.0.65, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGG WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST MI)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY D.5 IN ORDER TO COMPARE THESE W/MAX.(A.S.D.) 1/4-0 NOS LAO SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU CO '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 7D VERIFY THAT COMPONENTS$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 WASEE USED IN THEIR ANALYSIS.A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION C.2)MOB UM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4-0 CRETE-FLEX OR 014 NDS WOW SCREWS OR 1/4.0 RDS OF FASTENERS IN WOOD. LAG VIEWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 h 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.1.),HURRICANE TESTING LABORATORY(H.T.L)R 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 STEESTRUCTURE:MIN. 12 CAGE,FY>=33 K51(MIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS SHALL BE f 10 x 3'.410-HT MINIMUM SERIES W/173.6 kai YIELD -1/4-0 NW BURDEX 7IX SCREWS.W/FULL THREAD PENETRATION. STRENGTH 3 157.4 kal TENSILE STRENGTH,SCREWS SHALL BE COATED WITH XYLAN 50DO 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 EWE DISTANCE OF RW BUPDEX TER SCREW 1'. FOR 6063-76 ALLEY AT SLATS SHALL BE Fy--25.9 kai.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 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 319 SERIES W/50 kal YIELD STRENGTH AND 90 kal TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL TIW/BUILDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4 ALL ALUMINUM POP RIVETS TO BE SD52 ALUMINUM ALLEY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT . IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. 5,COLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. 9. 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 LOGO 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 17092J OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1/4-0 TAPCON W/ADVANCED THREAOFORY TECHNOLOGY.AS MANUFACTURED BY LT.W. BUILDEX, INC.TO MIN.f'o=3192 pal. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 x En-SOW SET, U DISTRIBUTED BY EL ALL POINT SOLID SET ANCHORS MI MIN.}'o5TWa pd. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 1/4'/CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO YIN. f o=S3S0 pal. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 2iQ7ES: 12.(A) THE PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC ANDDOES NOT PROVIDE A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON 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(7/6')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) ;HIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 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. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &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;-ASTM C-90. TD•THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W.BUILDIX,INC. (E) THIS P.LD.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=0 CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY BESE USED TO OBTAIN �� PERMITS IN THE STATE OF FLOWDA 0.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' 111AI111tM,,U/ MINIMUM EDGE TV11L11 E DISTANCE(E.D.)SHALL BE AS PER SHEET 13. T Osvt .,,,�(/IOiyii FLORIDA BIDIDINO CODE(High!Non 199h VdoGily H01TIGonO Z•Di10). B.2)3/4-SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/6')INTO THE CONCRETE BLOCK UNIT.NO .��.; v , EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/0 0-20 SS SCREWS USED SHALL BE 1 1/2' LONG �'` Ns�;'.�'L 0262G TITECO utc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NAM"W' MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 44167 W. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL FOLDING SHUNTER CORP. 7/10/20M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE .p; '� C O INC. NUT; SHALL BE AS INDICATED ON NOTES 9.1 6: 9.2 ABOVE. 7 STATE OF UWT=nNG k ENGINE00NO COMPAN•I laa MAAIDI unOml 1m1G m LAME �7 �;��•am.A4 r a4 NaauGIpOq n afa NEST 1'Atu / 'q��F ;C ORIDP` .•(H�'�"Paslm+-1aID.ra,pQiJell-m1 _-f 1 aum9; .,n u-000Blla N/LTO A TLUT Jr.PE xa r orau az► aaanoa. RE 1\� RDROA UI f M767 II, 1111 - SMELT 1 a 13 dTJ- Zvi! .TA• —_zmo Fy i g ©SLAT (FO s063—T6 Atc ® SLAT WINDOW ©L_END ®FLAT. AM BE 70AS S PER• 6o63-T6 ALLOY 6os3-rs ALcor 6o63-Ts ALLOY ©EJYTE'RIOR CENTERPIECE MAY INCLUDE PERFORATIONS AS PER (TO Bf USED ONLY MR INSTALLATIONS E 6063-T6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE INTERIOR CENTERPIEC MEASURED AT BOTTOM OF OPENING =T6 ALLOY SEE COMPONENTS 20. 21 &22 ON 1 SHEET J) en- 4,—k • ne• zr]Y —]me• i20A- ® TAU HEADER © 2" MAX- B.O. CEILWG HEADER BOTTOM SILL TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY SUMEAD_TRACK J-rs Auor os.T-Ts AuoY -T6 ucoY 6063-T6 ALLOY saw 2l9D--- I t2 or COMPONENT o 6 t1 1:2 0°r a @' 2- 5'MAX. 0.125• .0.125' — --•�I a yy11 �3 A°r• q - 2' 4'MAX. 0.25' 0.25' Ll 0 1© 1' 2'MAX. 0.062' 0.062' ©1 ALT. BOTTOM TRACK ADAPTER ' 2 BOTTOM RAW GUARD: ®� ALUMINUM ANGLES ® RAIN HOOD 6063-76 ALLOY _ 6063-IS ALLOY 3-TS ALLOY 6063-16 ALLOY COMPONENTS FLORIDA&IRDINO CODE FR(High t Nan g11 Wlodhr Xwrloan6 Zone) V,%CENSF'., ®mm T'LT�O°� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °"A�61'1 3 "0-16 ACETAL = NO.44167 .L:"'� 1 L. E C C�N�. FOLDING SHUTTER CORP. '" = THUMBSCREWS TACKING TUBES 7!7 STATE OF :°�ENGINM•"w°�sCOYn Im Wer r"�'Au wM 1 wAex n°aua�VD FOR 4, & G AT CENTERPIECE CORNER POST �/"YTo F P ; �, ..' '' � -ly, o� sos3-Ts Alor 63-Ts ALLor a T . ZOR10 w-Gaoc„e •\C, ��� WALTER A Jr.P.E. "LI eau esa,v mvea om P.E gAL/if]i �,(�; tt�v ` FLOWM Ue./N16/ e�na - SHUT 2 OF 13 y IVFZ- p I , 1SmeuTmo� —(J)ROWS OF +zAWL Tmr$ 1/I'0 HOLES EA.SPACED J/B•APART , OoS IN B OF WN Faces SIDE TABLE 1: SOURCES FOR &Q' + Op8 �i DIRECTIONS i i OF WAVDOW(SEE TABLE 1) OF?A76 KLATIS SEATS SIANa1� � i OO KNUCKLE i i 7YIYom.PRDPm»Ts sAac ASTIC E g >EmtL/sc PLAsnc I ( 1 N i ^�� i I UGM41tRO/ON JI LEWV IQT IPLSaN C8 20 0QS , L___ ___J I WWEISING INDOW SPECIFIC GRAM, ASTM D792 9.043 Te/N' 0.043 lb/0 0 V ll�neru� �-_ 1 TENSILE YIELD STRENGTH ASTM OS38 9.400 µLL 9.500 P.J. FLEXURAL STRENGIN AT YIELD ASTM D790 12.500 p.LL 13,400 W. .ye' FLEXURAL MODULUS ASTIR D780 340.000 PaJ. 345.000 Pa.L t /YaJ a0 SNAP-IN END 1.000' I ' CUP 70P/B077DY O Am. i 2 i OF µrO NOTCHED MOD ASTM 0238 to Ff-Ib/In 17 Ff-IE/In 2 I I i SIC (SEE TABLE 2) - _ SMOKE DENSITY ASiY 07e43 472>< e45>t MAX RATE OF BURNING ASTM 0835 C-1 CLASS C-t CLASS 1A 1 I .SELF IGNITION ASTM D1929 10/0 T 9e0'F qq SUT R7NDOW 0.060•THICK ASTM G135 Al R I �j i i SUT WINDOW POLYfaRBONATE V"AlO TENSILE STRENGTH AFTER WEATHERING ASGA 083e 9302 g u. SND P.W. + i WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHEIIING ASTM DOU 501 P+L 5550 P.J. 7.000' + I -mu..(2)WINDOWS A01Y BE IN ONE SUT SPACED Nm i T A MINIMUM OF 24-APART, WAIL 12-MIN.FROM ENDS OF SLAT NIP&SOTTOhC — sUr M1151 OR INSTALLED AaMCEM TABLE 2: SOURCES FOR 70 IECES 4 �NOR AT CORNERS OF PRODUCT. ARSFER TOOL , 0 m�—eP—= NPA:V.PROPERTIES STANDARD ROIERENRD BLACK NTLTN PART I p08 I �r-- ®.SLAT T�INDOiY.DETAIL - (ELEVATRUN) /203J8�/B SKLATI /; 800o�j STArS ! 20 SPECIFIC GRAVITY ASTM D792 0.042 RD/In- N K) I gO" '� AMUCK ' WEIYWG NEClfEDIGY: I VOp\ i (w) I i N ON TENSILE YIELD SIREN CFN ASTY Dan I1 500 P. 800 (J)ROWS OF I j a0a FlDNRAL STRENGTH AT YIELD ASTY D790 ',',.BOB PAL O,SO T/t•o HOLES i 1, ° FLFIOMAL YODIAl15 ASTM D790 450.000 P.W. 0 0 I EA SPACED I c�__ _ ; eDi �' IMPACT �N�TAwT I 607HART i +r1WI.aEwAAncE i aN' NO1L7#D TAD ASTY D23e 0.e Ff-E/4+ m surAo+laa LL-JJ EnDE i DIRECTIONS. , DpJp• COEFFICIENT OF 7HERNAL EXPANSION ASTM D698 51 aFLAM 10 inn-•F L u o2NAP—IN EDC As mate s ELTWTW 1 ; —J NO BE USED AS AN OPTION FOR ALL ASTAWITONS ®SAT WWOW ELEVATION INJDER URGE AILSSGE MY LNOLUDE PERFORATIONS AS PER 2) AIDODETA TYPICAL n SLAT WINDOW DETAILS -MAY.(2)INDOWS AGY BE IN ONE SEAT SPACED � -WIN.24-APART(MAIL ETIERY 10 sUTs). {N VIEWING WINDOW & lL l) . 2 CLIPS . TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACTS „lItLLF11Ft11F, FWMU sUtMO CON ofth a Non Ntph Vetoft Nun1DERa zone) _�d��Q;•• C ENS•. r�TJWTZTESTIHO 4 ®2020W TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIFA�P e1'' F 1:7No.44167 = IL ECO Eae. FOLDING SHUTTER CORP. 7�DDAATE * @ EKCINEEIONG COYPANT 111IFt Y'00D1 ILllq KIND JIL ELVD STATE OF Kc aD"f.Ns+m.is B1w�.°N0O6. m+" nbMi'eDw i risa0a 20-190 ��'•. �'( • 'tI�•� '~"OacA-0 5719a.tom ....faNnwtxnl.n..om OTfATmm Nn WALTER A 7R1R Jr.P.E. a r oo.m+ Tu+s To.r TArz P.E ••'����;.�,` FLOMOA Lle./44167 . =N-e n . _ _ SHEET J or 13 nuuuuuw - - - A Y 2 OROW/ )6 ,© OR �9 4 OR 5 8 (2 n_ \ x I d7 Z USE(2) 'AT 30" Og• c • NOTES ON®A LOCKING TUBES®AT 4 5. 10 O.C. FOR SPANS �g5? - UP.TO 99" _ _� 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED `B ( USE(3) ®AT 30`O.C. AT 30" D.C. FOR SPANS UP TO 99". USE THREE(3) FOR LARGER 5 SPANS SPACED AT 30"O.C.AT MIDSPAN.COMPONENT MAY BE v o FOR SPAN LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED PIECES to n THAN 990 UP TO 144" 4(�OR©. LOCATION OF%SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2.(2)LOCKING TUBES(i�SH ALWAY9 BE USED TOP& BOTTOM AT PRODUCTS CENTERPIECES7r41ORR AT ALL INSTALLATIONS. LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 411 OR 8 (2 ]ELL I 1 t Lji r T SEE UMITATIONS FOR®ON SHEET 2 1 —[.EE 1 END CONNECT DETAIL ON SHEET 9 TYP. FULL HEIGHT. FOR CONCRETE. CONCRETE BLOCK OR 6 r 7 . 7 + , O+ C 6 ,®+ 1 3 r WOOD INSTALLATIONS. O O , O O © r O O ` UNLIMITED WIDTH TYeICAL ELEVATION S. Ar NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 7B ON SHEET 7. SEE SECTIONS 1W ✓t 2W ON SHEET 10. 1,�puuunrp„ SEE SECTIONS 7AW.4AW 7BW. 8W•R 14W ON SHEET 12. .���'``��R -,, FLORM RUIDM CODE QRgh R Non Hph VWoft Hwrbmo tom) '•vCENSF•'., m2m ac TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 FOLDING SHUTTER CORP. 'DATE ° DATE 7!7 STATE OF rlrxrMo•MINE rDNO COMPAW 180 MAO�m"lam AL wxD /y _ �m zre n r.m x�ma w xi n arts WMNb rALM ouch.n sstw 20-190 t(aFgert-1m.a t f�Dm1-1mt tADo-M!-C7t ,y�F•.•�ORIDP••� a-0��e4gwmm --ft umd ff"`'�°' DRADNDN. '•�G �`, wam A 11UJT it.P.E. a..r rim m. trrow� P.E. q„1 t��„r• 11DRIDA Ua a 44157 a.n� sttET or w POUtREO!UMMW.. CRETE OR BLOCK WA / OPTIONAL RAIN HOOD POURED CONCRETE E)USTNG NON STRUCTURAL WALL OPTIONAL RAIN HOOD (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIVE HEAD) �IC j ROLLER 7HOU S.S. (NON-STRUCTURAL) / (SE3) / ROLLER HOUSING •) 6 LOGO 2.300'YIN. % YG1, E0. (2)NYLON ` — �i CONNECTION DEE �' OPR�JAL ROLLERS ) '.�'! (SEE SHEET 13) / RAIN HOOD O.a5.9'o(7YP.). / (NON-SIRUCMIAL) 1 e10 x 3•SS S.M.S.W/ ? .3/16•ALUM. 0.373'LONG NYLON I u OppS I 13- L 3/16'ALUM. FI1 NVP Po/A 0.190' 0.1 POP RNE15, ®16.O.C. I tZ, .I LING TOP SECTION OS00' -I (2'.4'MATT) ) _ 0.763'x0.270' ®18'O.C. / aS' O.D.AND )NG ETT AND x0.030• 1/4'o(T 3 0123'LONG BOTTOM ULIRAFAB I ( T. . SECTION 0.320"O.D.AND WEATHER _ POURED CONCRETE I MINnGN WTHRFADFCRM I 1/4'0 x 1'TEAL 0.245'i.4. STPoPPINC FA (TYPJ SIDE(rmJ t Or �� OWALL REQUIREOBNCRETE LOCK OSN SIED1EHEf 1 1 Or 1�4 o ELCOCHNOLOGY� I SCREW 0R 1/4M20'xl' <3/18'N.UM. S.S.MS WITH NUT & POP RNETS, ®t ®T PRODUCTSQ I WASHER O 4'D.C. O 1B'0., i Or POURED CONCR as�i�hh W/1 ale I.W7. I t OR CONCRETE BLOCK I 3 EMBEDMENT O e•D.C. MIN.SEPARATION WALL REOUflED. I TO GLASS sl t.or 7 or T (ONESHEETT SCHEDULE— ®t W WE ( ®t L/ n N E •i I MIN.SEPARATION o POURED CONCRE / $ I 70 GLASS WOR ALLGREQUIRED.BTE LOCK� rt ONSHEEEE'TSCHT113 . t or � 3) / R$R 1/4•r Rt1 TEAL ' ' ®t13}(( /a a 1rwN� SCREW /40-20x1 �A S.S.MS WITH NUT& WASHER O 4.D.C.THREAOFORM TECHNOLOGY p10.3'S.S.S.M.SW/ 1/ OR xi,LONGCONNECTION Cl (Typ.BOTTOM"j�AND 3/4"� PRODUCTS I g (SEE SHEEP 13) j LONG(Typ.70P),EXCM AT WALL FACE MOUNTING INSTALLATION GRETE-nfX I , .� ROLLER HOUSING('TYPO) SECTION 2 EMBEDMENT' ®•Cr (2'.4'MAX.) WALL FACE MOUNTING INSTALLATION O cm F SECTION 1 1/2- SPACING AXO1O SPA(7NG O o a o ROUTIOR GROUTED BLOCK REQUIRED -1.000 2.S00 MIN. (MIN.Vc-2 N.I G POURED CON MTN' ED%j EXISTING NON STRUCTURAL WALL TRIM(DECORATIVE SILL) O O O e ~SPACPiO ANCHOR-J DECORATIVE WALL TRIM TRAPPED STAGGERED C SPACING MOUNTING INSTALLATION DETAIL 0 6 SECTION 3 MAX.A.S.D. DESIGN PRESSURE RATING - +55.0, -90.0 PSF INSTALLATIONS DETAILS INTO CONCRETE ,,,,,,1,II111LL,,,,,,' & CONCRETE BLOCK � A'T�<</ (Nlah t Hen HIgh Vm1a ft Hurrlcons Za") •...... ... r FLORID B1n(nING coos SCALE: N.T.S. F 02020 TiLTEG0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 91' No.44167 'L, "'p NOTE FOR COMBINATION OF SECTIONS: * ED. = EDGE DISTANCE * - 7/10/2D20 �1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHELT 13) - I L' E C O sec. FOLDING SHUTTER CORP. DATE STATE OF 7LI42 MARTIN Ummt KIND JX OLVD IN ANY WAY TO SUIT ANY INSTALLATION. TESTNO&ENGME{'RINO COMPANY (/J 0RID .•\ xu x m.m w�a owoaa a v,.. wEsr PAW Txta+ n aT4aa 20-190 •!`'-. L P Ar.,e]ro ., t�m,-,'A, 7Wo ��7huNnaCom7 DRAWING No S C1 - G-OD m719 7lR r �sw oo. w,s n t SEE LIMITATIONS FOR®ON SHEEP 2 ' .WADER A.DLOT dr.P.E. P.E SEAL/SI �I 11�11,11„l�` FLORMA U.r 44167 SIHCI 3 OE 1J 7/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' R BOLTS W/NUTS dt WASHER O 6-O.C. 0.06D'THICK SS POURED CONCRETE / ROLLER HOUSING 1 MIN.SEPMNTION I AIM.CON SEPNUTKIN REQURE BLOCK LL % TD CLASS TO GLASS OPTIONAL RAIN HOOD t--(SEE SCHEDULE �_/� —(SEE SCHEDULE COKNET EW 04 E0. ED. (NON-STRUCTURAL) I ON SHEET 13) �•J or ON SHEET 13) / Or (SEE SHEET 13) 110x3'S.S.S.Y.S.W/1/2-0 ALTERNATE 3/1s'ALUM. ®t 7 ALTERNATE 3/18 ALUM. ®t 3/4'LONG NttDN BUSHINGS POP RVETS O 5'O.C. POP RWETS O 5'O.C. �BOTTOTOP)DI 1.LONG ROLLER AT REM.I AT RPM. HOUSING(TYP.) I I r •W , a (2 "n0" 0.6ROLL 55.0 I I1 nI(TMP) n I 9 I EQ.ED 9 - 3/16'ALUM.POP RUM I .2 3/16'ALUM.POP RIVETS •`� �\ I O 10'O.C.BOTH SIDES -I O 1LY BOTH O.C.BO SIDES LEG @uANCNU ' \ 3/16'ALUM.POP � . e10 x 3'S.S.S.IIS.W/I ORIENTATION 8 RIVETS O 18'O.C. 0.37Y LONG BUSHING W/A0.11500' I ///// 0.16J'x _nA YIN.J/4' LONG lOP SECTON Oloo MIN.To CLASS N ULTPAFABWO LAM.3/4'PLYWOOD Q PLtN'000 U.O.AND 0.245•IA AND $ REQUIRED Z5 1/2•MIN. REOURED 0.223'LONG BOTTOM ('�SCHEDULE SIDE MP �Or 1/4'0 TAPCONS OR ,�QS SECTION O.J20'OA.ANO ON SHEEP 13) SmE(Typ.) ®T ANCHORS BCRETE-OC / f/4-THRU BOLT W/ 0.245'Ld. y i WASHER&NUT O 10'D.C. THRU BOLT W/ $I j EACH SIDE. WASHER d<NUT O 5'O.C. 1 ��ANCHONS RS 5-O.C. I POURED CONCRETE OR CONCRETE BLOCK WALL \ T �OOr REQUIRED 2'x4'OR 2'4'0/8- POURED CONCRETE OR _5•i3-xi/8'6063-TS CONT. ALTERNATE 3/16-ALUM. I ®t 6063-T0 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP RVETS O 5'D.C. 'I REQUIRED AT RE It MOUNTING STANDARD COUNTER—TOP INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 lob' W EMS�/�. j n MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING-+66.0, -66.0 PSF W % �q 8 �_3/18' POPALLAY. P PoVETS O I MIN.SEPARATION � Iry • '1 10'O.C.BOTH SOB TO GLASS �(SEE LE ON SHEET 1f n ` �� g \ ^ s I ALTERNATE LEG vor oowa£cIUIR tl —EQ. ED. I d ANCHOR ALTERNATE LEC ORIENTATION (SEE SHEET 13) g ANCHOR ORIEMATION 1/4'0 x 3/4•TEKS SCREW W/ W POURED CONCRETE OR 5/8'WASHER DR 1/4'x 3/4' IEll I CONCRETE BLOCK BOLTS W/NUTS de 5/6'WASHER O UIRED 4'D.C. O1 Y BUILD—OUT FACE MOUNTING INSTALLATION •I� / a � SECTION 4 o N / E0. E0. —1/4'0 x,3/4'TEKS SCREW POURED CONCRETE OR / OR 1/4-x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL R 5/8 WASHER O 6'O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED / & CONCRETE BLOCK BUILD—OUT IFAGE...MIOUNTING INSTALLATION SCALE : N.T.S. IrI TRIO 11 (BOTTOM) RARnJA BUILDING CODE(Fifph d Non Nlph VdDalnr NMTA50m Zone) NOTE FOR COMBINATION OF SECTIONS: # �`��= S ®2ox0 RLTECO INC.E.D. = EDGE DISTANCE F ��� TITAN It FOLDING IMPACT PROTECTIVE SYSTEM 61'' 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) _ No.44167 _ T/1D/2oxD IN ANY WAY TO SUIT ANY INSTALLATION. Tk IL E C O ine. FOLDING SHUTTER COUP• DATE / STATE OF TESTING rr ENCINEETRINO COMPANY 15I2 WEST PA t W IDrID 211.4LVD s.]Wn. ]m.waeu�cwoq n A11. WEST PAW BFAOI,R JS104 t SEE LIMITATIONS FOR®ON SHEET 2 O'•. f P .`T"'"'_r _•r,4%;11-1111 PN:1500-IQ-41O7 20-190 c IOR10 .•' n: 00067t Nc cmeem WiWaolmnlPnwHo oon NAWMG %• F''••••••• •''1G\'``` WALTER.TTUITT .PE nDPIDA U0.B 44167 v n� - SKEET B Ot 13 ury . MIN.ED.— POURED CONCRETE CEESHEET 13 - RWUR2W (SEE SHEEP 13) 0.j ROL�iER THICK Houswo ORAL RAIN H00D i (NONxx-STRlTC1URAl.) (2)NYLLIN �3 }tOx3 S.S.S.M.S.W/1/2-0 ROLLERS 0.655Y(7»J d/4•LDND NYLON BUSHINGS - (Typ.70P)AND 1'LONG Mp. I - BOTTOM).EKCEPT AT BOILER �C FUSING OYp.) }10'w LONG NYLON —' 3 IC ALUM. BUSHING W/A 0.150• P�RIVETS. B LONG 70P SECTION 0300' 0 18'O.C. O.D.AND 0.245'Le.AND .CONT.0.10x0.270k0.030' 0.223"LONG BOTTOM ULTRAFAB WEATHER SECTION0245,L'L D.AND or STRIPPING Fit.SIDE DrP.) ( •) ®t rdIN.SEPARATION 1 or � N TO GLASS ®t v,y (SEE SCHEDULE 1 MRJ.S ARATION a3� ON SHEET 13) W' TO MASS IS I —(SEE SCHEDULE / or ON SHEET 13) ®t I MIN.SEPARATION 1/4•P x 1•TEK SCREW OR —� TO GLASS &B OPTIONAL RNN GUARD 1/40-20•x1'S.S.MS WITH (SEE SCHEDULE (NON-STRUCTURAL) NUT&WASEffR 0 1'O.C. ON SHEET 13) 1 or 7 F ®i in ALTERNATE 3/18•ALUM. POP RIVETS O 5"O.C. I OPTIONAL RAN GUARD AT REAR. 'r I (NON-STRUCTURAL) I ^ R A POPALTERNATE 3/15•ALUM. 8 L�OC�ATION R '4 MIN LEGG 'Rn' ri POP. ®5•o.C. ri Ci,5 3/16• T REAR. ALUM.POP RIVETS ANCHOR ei l.'' I Comm"C7 �� Q O 10.O.C.BOTH SIDES (SEE SHEET 13) �l - s \_3/18•ALUM.POP RIVETS �1////// 0 10'D.C.BOTH SIDES 13) j W ED.: i ME oChBLE EDGE OF POURED CONCRETE SUB IF / J REWIRED _ � / APPLICABLE J �(SMtN,EEE p�� RWUIRED I CDNN==C5 l— W. EQ. POURED CONCRETE POURED CONCRETE REQUIRED. MIN.ED. •MIN.E.D. (SEE SHEET 13) .MIN.ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED. MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A. SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. `````ga1L1A NTH(pggA FLORIDA DtRLDINO(ODE(Wah!Mon Koh Vdoft Nur7Toano Zane) NOTE FOR COMBINATION OF SECTIONS: 1k _� �\C ��SF •- ®zo:°��CO TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAN"811 EDGE DISTANCE M.P - . 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) - Q.44167 I e 7/10/2D20 IN ANY WAY TO SUIT ANY INSTALLATION. * `_5 ' E C O INC. FOLDING SHUTTER CORP. DATE 7/Y 7 STATE 01 TESTIXO 4 ENGINEEROIG COMPANY 1/p LrAIrrIN lunTa TaTTO JIL 6w Iy��MR:■.m.,uxwu cvm0a n 111w WTST PALM n a31" 20-180 t SEE LIMITATIONS FOR ON SHEET 2 'P ,c Q•.: ""+t�melnl-TS1D•r LmAn-1611 NU r 1 © : O,p•. CORID -n C 00057oo1.0om ....raaeG.Mmr..an mAwK1G N. i .0••... .•'a(� G-G005718 �a .•x a... mma' L�La�aya4 \�` WAL7FR A. Jr.P.E. e./44 P. SEAL/ y1Wa� .��� FLORIDA U167 /iN - SLEET 7 OF 13 CONCRETEGROUTED BMW o e ®Ax,1sE i4A sCmnE ,av,APCWb x x A2)R M 1VIP)Isa q / - TABLE•1: MAX. SPAN NBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1k (0 Yaa%SCBmT o 0 0--- ------------- 0 0 o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS NEE PER So�E -- ----------- TUBE MAXIMUM SPAN LENGTH EA. END PER END OF NBE B003-1° PRODUCT 0 0 0, TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM AVO1' or 1/410 Rzc/`•TOc sasW � +/r m.o o SIZE SPAN TUBE TUBE TUBE s w•m s1r a 14•>r r m 60" 106.0' 13 8 I, 50''al/Ya LDlCIN 11/41 1Ex01N SEE "� 2"x4-x1/B- 96' 85.0' 17 10 omim 144' 69.0' 13 8 EN AN UZG (T,P.) rn °, 80' 117.0" 17 10 �st�A"' 1 $$$ _��t� p 1 t/rwm� ELL ) 2'x4'xi/4' 98' 110.0' 21 12 sral TOGIE 0+� 144' 91.0' 21 12 80" 109.0' 17. 10 TYPICAL ELEVATION (TUBE AT TOP) / 100.0" 21 12 BAN TUBE Y011NTINR INSIAL!TION -�Si i'3� 2'x5"x1 8' 96' SECTION x 144' 81.0' 17 10 `x SiW1 naQ or 80" 124.0' 21 12 r--e�a tT^'P• 2'x6'x1/8' 96" 114.0- 21 12 s1r•msls•a. 9* 144- 93.0' 21 12 s5a11/41 LENCIN f ra{•RN raJ•ar---r *VALID ALSO FOR N10HE1GHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE eo°7-m uuu '.1/(SEE. t[xOm SHUTTERS HEIGHT ABOVE&BELOW GOES NOT EXCEED THE 1Ux.PRODUCT SPAN (S E SowmULE) SHOWN ON TABLE 1. jY Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) SPAN 1/4y x 3/4 TOc SCREW 0 0 0 c d TUBE MAXIMUM ALLOWABLE NBE REO'D ANGLE NUMBER OF ANCHORS •e•Ru. _ _______ _ \ SIZE PRODUCT SPAN LENGTH EA. END PER END OF TUBE -_-_----=---------- �354'ar 11J'a. SPAN IV9E Ptll SO®IAE - - - 1111.141 IFIx:1N s0es-TS ALIIIf \ 60' 76.0• 13 12 (a)1/P x s/4•TDO SCROR _ 4•MDL SPACM - `-SPAN TUBE Pm Sa TE 2'x4'xi/8" 96" 60.01 17 15 RE°m•wx AT r O.C.LCNmnTDK.Lr. �itETRB[FN ANCRd6 ) Palaan (gE samuE) 144' 48.0' 13 12 ON M ROWS euu TAnONS � \ (°fma k-sa .1 TYPICAL ELEVATI�Op a( ME AT R07TOY1 80' 87.0' 21 18 @AN TUBE MOUNNTIINNG�INSTALLA710H 2'x4'xi/4' 96" 79.0' 21 18 (6 Y of s/imimOOM SC.W 'a su•Q sa11/4• .1/r�c0. SPAT.TUBc 144' 65.0' 21 18 LENGTH°°S}T°, Om tn•m. 80 77.0' 17 15 (s a+4v (SEETAPCOM sC[nuq 2'x5'xt/8' 96' 70.0' 21 18 crw.)(sm sCeMA4 144' 57.0' 17 1 15 i 80' 88.0' 21 18 07 i 2'x6'xt/B' 96' 81.0' 21 18 Z Z � 144" 1 66.0' 21 18 0 0 0 o~ INSTA S; d LlAT10N DETAILS W/ SPAN TUBE INTO POURED CONCRETE &OWT1 ®a�o�"" W - ------ -- OR GROUTED CONCRETE BLOCK WALL / _ -- ---------------0 0 10 SPAN TRrec Pm saanuE SCALE:N.T.S. m 3 I O a o O o o - TUBE P°G SCHEKLE MAX.A.S.D.DESIGN PRESSURE RATING-372.0 PSF / 1 .111.1 1 s1s•> s14•w s1s•v slnt P II rQ11/4• r ALLM (SEE SO 600,n b, Til s'/" ILOMDA BUILOM CODE(High t Non High VNooUy Hunteau4 Zane) T (ag soloOUA `� ..•••••••.. �i� 02M TLTECO W_ y�Q,• \CEN TITAN II FOLDING IMPACT PROTECTIVE SYSTEM -DRAvmen: No.A4167 FOLDING SHUTTER CORP. '/BATE POIAOa - ®1 •• M=WALL xC ra4• rxr a rdxl/{•CONCRETE0 _ * I I L E C OWN COMPANY Ml[ 1ee7 WENT PA IUI A rL NN KVD 0xnx01-RSn.au. 1m+ nh 190°-ea7•av7 2A-190 Cl)1/{•x sN•1oa sc�A. Laaw maT-10 ARr.L ANmE asla 1ua>ti a°�saa,.mw n sv.° amr PALM etAOL n asa. AT 2 0c lnxmuauELx (sa Sa®uLq / o'•, STATE OF cPAN TUBE 10UH13HO INSTALATION s. 9•• F A •�OG� a 0p'O0A1 xxW.rolmngx°uxaaean °RAWrtIo NO 1 SEE L1NRA1x1N5 FDR®ON SGEEf 2 WALTPR A lOLlf Jr.PE �• �mR PE C ��� PiDROA Dn/44167 R Ru 1T•w _ �� •�� `� t SHEET 8 Or 13 1/4'0•1 3/4' MIN ED. E,TE-rLIX (SEE SWEET DOSTING GLASS --------------------- —_�j EIasIwOSTRUcrURE ta (SEE SXW 13) oRSRE � ane prv.) U /STRUCIIJRE s'eucnA`e 3/E•�T1QiFA0ED ~\ 3/16•Pop RNETS OR •NOE FWiN01 1/4'4.1 3/4' / 1 1/4•.3/4'TORS° (TYP.) TAPOx19/C i1C F1Ex / 1e•O.C. ' ' AlKxi0R3 e 1e ac r R 1 POP\ °„>a'a s!`o�. / or t or 1�t or 1�t or 1 WALL FACE END CONDITION 9001 Uv 18 90.17 eo.v 2 � \ / 8 4 SH WN 1et0.r°r AM OR 1/4'a 3/1' M° ,+ OR�� OR�5 I !EXTERIOR (�z uorE» 1��.30'O.C. e 4 o°m J1 � MosP EOI TO fiR' x \ HORIZONTAL SECTION 20 °m°.�A �s BµUp ITHUn T HORaONTX SECTION SCREW MAY BE R6GLLID RNETS Nnl m OR Ex1IIe0R) OR EOMMO) 4' 2-4-.1/!'CONE. •o.c *WY WIR1T AT UIST SAT AT TRAPPED fNSDUlATpt6 ORl�) NRxo-m ALLOY umETAPCON/O&TE-nEx11Y,IV ORt LsauTloNs EVR©oN ANa�C,E.0--TT HO SHO/ / o0sua slmsnaE 00 BUILD-OUT °051m �� , r r.�,/eE rnNr. 60aT- ALLm MOE END CONDITION `�` 00/1 3/16'Tw Fumm VER mmm OR 1/{'x 3/P n3s oR EX OM STRIICTU E� END LOCK ANGLE NUT le"J12 eaTsW' ""'�°12'°� END LOCK ANGLE NOTE 1 HORRONEAL SECTION HOF70MN.SECTION 2'■2'N 1/e'60&3 Ts 1{'.J/4'7D( ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR �'�Y0M1 BENT ANGLE SCREWS TO JNE INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A (x) O ANY 0.G• Ct7xlE>avEtt°B Or IOOSPA71 FOR EO 69• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE SPAR°(sJe J0' 0.357'xO.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oa a C(A . UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH S O 14444Y S 0ar�1Vxwrn6 A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INERIOR OR Ex1ERIOR) OF THE TIP A SQUARE, 0.475"xO.475"xO.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 SHO WPIECE, 1.375' LONG, WITH A 0.366"xO.366'xO.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684' � (NEwa Rmmw DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OR WERIOR) SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8.0 HOLES DRILLED ON THE OUTER ' (MAX.) � HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. ( ) 4 ORDmm o5 SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HO ZOEOL SECTION FiA16DA LNlDR10 CODE(HTph t Non Mph VeICCDp HunTaane Zom) END INSTALLATION DETAILS INTO CONCRETE �? '�\tENSF'•.: e 0 TM1°�° TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ice' CONCRETE BLOCK & WOOD (AS APPLICABLE) _ N0' *167 = o L E C O TNo. FOLDING SW ER CORP. DATE TESTING k T?10INEF]IINO COMPANY 1e02 MANILA LLMIEI IO10 fA ELVD n STATE Ofs , m w®a�cu a1a ErtsYAW N.!E� 20-190 :9��'•.FCORIOP.• wmoo'°o6x,°e�C0A1 �•a+eAnnNE..«m DRAWING No \V WwER A.Harr Jr.P.E. m. Na.r mim NM P.E. 11``� ' FtoRiOA LLe./441e7 u ny° , - - SHEET 9 OY 13 Y.Y.1/6• ALUM INUM ANGLE A I A �w"`- T MOUNT SECTION 4.SHEET 6 cz)J/,e-POP Nlv�rs. r.x•.1/6• FAG LET;ar a•.r ALI1um ANGLE AxcTE ANGLE LEI:MAY FROM OP A3PT ET01S aj HIORS ( (AS SMDTM)OR WNAWS 43 OPENDIG.NO HW f✓t TO TO HOSE (11 1 s1fa1L:ILmE � 19 � I e11ND-OLR NCINtf PER SECTION A,SLEET a �Ik(t)3/16•POP RNETS. FAG LED OF Yn' ANGLE "L°dNATE WALL EXTERIOR ELEVATION MGM'SIMILAR AT HEAD PLAN VIEW A— MOUNT�FD� „ 0 DPRI D BOTH SIDES UCT OPTIONAL SIDE ANGLE TE15 OR J/16•POP `I'�, ,VrM.,1 ,1/D• 0'-2• VUR SEGTPOM 4.SHEET 6) WYETS PEW ANGLE TO MN. AN TOP k ((22�� TUBE� 6OTrw1 oR TO wAu(x NEOUIIEC) EU/4••TAPCON/ -FLEX A1Llptu EA.AIIOIL 7D SLAB ® 1/4'•.1 3/4' TAPCO S/CFETE-RF% /---�PIECES WAY BE MT ANCHORS D 19'O.C. 00 c . ,,p b`•" 4—DM M OR E GSTlO STRUCTURE :{ 4, d 3 CORNER POST EDGE OF CD1aysTE ISOMETRIC AT TOP AM BOTTOM B MAY BE MT 2 L F710 TRAPPED END CORNER POST CONDITION W/ FLAT END NOR®NFAL SECRON o��•A�'E A�TIL(ij''',,, 11ORDA BUI DMC CODE h!Non(x)p xlan VNDal1)r xurr(eaTn ZGn.) END INSTALLATION DETAILS INTO CONCRETE '�':' �`� NSF �'_ ®107°71LTQO LNG TITAN II FOLDING IMPACT PROTECTIVE SnnM L�W Lryl No.44167 7/16/20 a CONCRETE BLOCK & WOOD (AS APPLICABLE) * *= IL ECO iMo. FOLDING SHMER CORP. DATE r-1 STATE OF aESTD,D k ENOINEERING COMPANY 1TItl 1M ETN Luna pq RC lYD f s'.s.s0.vwucA wco4 n.tea WEST MlY R IIS W `Co°. ant-Isa.rr. 1-lral ne too-sOL seTt 20-180 ' "L O RIOT`.� 6-u�10 o L� ...rra.a.wN..o�P OPAWWO Lto ��\` VIM A A Jr.P.E - 001 t" RCRIOA Uc.144167 1 r u o.� n . SHEET M W,J 1, WALL FlN19i OPTIONAL RAIN HOOD \ ..(NON-STRUCTURAL) WALL FINISH O.DBO•THICK S.S. d10.3•SS.S.Y.S.W/1/2•0.3/4• g ROLLER HOLISM LONG NYLON BUSHINGS ITyp.TOP) @ AND 1•LONG(T*B/O�yTTpOM).EXCEPT AT ROLLER HOUSING(1YP.) / \ TR 0.050•THICK S.S.ROLLER HOUSING opnDNAL RAIN H000 - RotLFAS J (NON S7RUCM1IRAL) o.ass a(TYP.) z.4•CONT.WOC I 3 is ; HEADER REQ'O. L~l0:3•ss s.lAs w/ / ALUM.POP :--0.373•LONG NYLON CONT. RNEIS,0 IB•O.C. 0.163 BUSTING w/A 0.150• �-ea- CONNF.CIION CI LONG TOP SECTION 0.500' ��:0'270' 1 0.N AND 0.245'Ld.AND ULTRAFAB 1 0.2z3•LONG BOTTOM WEATHER 1 or UJ SEXTON OJN. O.D.AND STRIPPING EA ®T 0.245.10. SIDE(TYP.) ri I ) 3/I6•ALUM.POP RNETS,0 10.O.C. MIN. / I "r..`UK SEPARATION I � 25d•AD R'WD00 J TO� �(sEE SCHEDULE I @ 1 or xEADER REQ'D. (SE SCHEDULE or ON SHEET 13) I ®t 3) ®t �{ 2•.4•CONE.WOOD PLATE READ. I + WALL FACE MOUNTING INSTALLATION El SECTION 2W (TOP) Cowi l=D7 MALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ��II1``AA`Ip!�TIL(j'''4q FIERIER DURDII)0 CAE H7 h t Hon WI Q ( p Hp11 oolhr HurAoOTlo Zone) t SEE IJYrtA110NS FOR ON SHEET 2 �� P ENS �'% 02020 n�0 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM c 3 r' ��0 F Y.P NOTES' N�,,,UNTING OR CnMBINATION OFTIONS: p•44167 % A1EFOR W MI FRAME FIC DERUCYON:WOOD MEMBERSTO _ � IL ECOIHIC. FOLDING SHU l�n WAIF• OA1E BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL SECTIONS CAN BE COMBINED TES11N0 kETOINE'ERINO COMMNI/ lea YAAfIN IUIImU Oo Ja cw WAY TO SUIT ANY INSTALLATION. _!7 $TpTE OF ,i 3m,.R,k,�, , •n�,0 wlTn PAW IIGOT.1L 33uw q , ,(3mM71-,6W.Tr,OaMr,-I6J, nI,Iwo-MS-ant 20-190 :�O'• FLORIOP:' �: a�eG 97113 ...rwoorwN..,.� oaWea ILo ,��.pA��1 '• HALTER A.RW Jr.P.L �•r Ana •ct PE �7T• ,UryriY• I`IAY FLORIDA UC.1441S7 SHEET TO Or 13 1/CO r 3/4'TE16 SCREW OR 1/4'r 3/4' BOLTS W/NU IS @ WASHER O B'O.C. 4 ( Ij DITSfwowO W0 Buy REWRtED STRUCTURAL ADEOUAC! OF E10SDNG WOOD BEAN TO BE CERTIFIED BY REGISTERED WALL FlNLSH 0.050'TNICN ss. T SEE UMRATIONS FOR®ON SHEEP 2 ENGINEER OR"ELT PRIOR �I"' ROLLER HOUSING TO PRODUCT INSTALLATION. E Ea CONT. / O4 / �T' EO OPTIONAL RHN H000 NOTE FOR COMBINATION OF SECTIONS; HEADERD (NON-STRRUCTURAL) REO'0. 1-MOUNTING SECTIONS CAN BE COMBINED I;rr SS.SA1.S.W/1/2'0 r3/4' 1 ANY WAY TO SUR ANY INSTALLATION. CONNECRICIN CS (AT ONG NYIDN BUSHMCS(T, TOP) ND I'LONG(Typ.BOROII),Mum" •:5 ' ROLLER HOUSING(TYP.) gfl�S:? '+-- "-"`'' (2)Nn ' 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TOUCn1RAL)�L> ROLLERS BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL BSSA1 Gj AULL 1 PRNEIS, S10 v 3'S.S.SLLS.W/0.373'LONG NYLON ALTERNATE 1.E0 15'O.C. BUSHING W/A 0.150'LONG lOP SECTION I -POP RI E LOCATION GONE. 0.500 O.D.AND 0245'Ld.AND 0.223'LONG (SEE NOTE•) 0.16T'r0.270'n0.030' I BOTTOM SECTION 0.320-O.D.AND 0.245-Ld. O f II'O.C. I U.TRAFAB WEATHER i �') MIN. CLASS ON I STRIPPING FA SIDE or®T !I (SEE SCHEDULE a I ON SHEET 13) _ I I I orMIN. SEPARATION MIN.SEPARATION 70 GLASS To c O SCHEDULE (SEE SCHEDULE N SHEET 13) HEET ®T j�e7ti ON I Or or 1 VIA ALTERNATE 3/16'ALUM . ® I ALTERNATE LEG ®T I \I �/ or® T I POP RVETS O 5'D.C. LOCATION OPTIONAL RAN GUMD I ALTERNATE LEG AT REAR r--r=1 r-� _-_`-- " LOCATION j I i; I.L ��-I / tsEE NOTE•) MON-SR+DGTURH.) � r��(SEE NOTE i I I I I I I I iI 1 JJ li - I F-______��_-___r-� jj 1 ALTERNATE 7/16'ALW.T 1 I I JI I 1 I I I 1 POP RVETS O 5'O.C. I , 2ODN'\i`__ ---- I I n R i I I G AT REAR \ WOOD PLATE , = R .I llJl EOb. =-- `o �' 3/1B'ALUM.POP RIVETS \ —��_,'•'-`! � '� O 10'O.C.BOTH SIDES POP RIYETS 10'D.C.BOTH SIDES y I ,B EQ. B0. c S T!O E0. q I� I DECCN REO11R OD .•` IP 25,4'CONT. Tp,^ sL-E. CEO. WOOD PLATE 1/4'0 I,3/4'TELLS SCREW MO FINISH ) 3/4'7EKS SCREW REC•U. I - OR 1 4'r.1 DOLTS W/NUTS WASHER OR ' ` do SlII'WASHER O II'O.C.1 I 1/4 a 3/4'DOLTS W/NUTS k a CONNECTION 05 ICONINECIM/• t` 1 \ 5/B WASHER O 4'O.C. O 1 V Y C3 LyHy FINISHLON.ED. 2'MN.ED. "`-----GRLRddGR RJR EE!!!1 +- � WAIL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM) SECTION 7W .... p:TIL�%T'''�. NOTE 0 IALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED .:r J: FLORIDA NUING CODE(HIQh!Non 1911h VBIo01hr HUrtlCana ZOOS) TRTEca INc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN RY: INSTALLATIONS DETAILS INTO WOOD _ No.aals7 - 7/10/2020 * = 1 L E C O�lae. FOLDING SHUTTER CORP. GTE SCALE N.T.S. STATE OF TESWNO 0:ENGINEERMD COMPANY 1G2 MMTIIN WINDL I=A sm / •.310.se.Y SL 1aOL1 fi�Q4.M1 alp WEIIT PAW OD-OGdIw M1. 9/01 PLO R10p amlrTl-IAlO.rn.:LmTO,-+al P. IIL -Lml 20-190 IEt_ftO loom —Jadea".111— OGWING Nc, ••••••• WALIEA A 7R11T Jr.P.E. R r fmnpl on[ ®en r[ P.E. II IIIIIIIIIIII�\N\\ FLORIDA UI 144167 o1.w.pon I - _ TDIElT it or 13 r— I ' N.SEPARATION TO GLASS MIN. or ®t (SEE SCHEDULE OR SHELT 13) t s (SEEULE ON SHM 13) 6I or®I ' v OPTIONAL RAIN GUARD _ I �� I (NON-smuctuRAy ? 1/4'e x 1•TE< ALTEINATE J/18•AlU ' SCREW OR 1/40-20.1• POP RIVElS O S'O.C. SS.MS WITH NUT&I AT REAR WASHER O 4'O.C. b 3/1 6'ALUM.POP RUM ^? O 10'O.C.BOTH SIDES g ED° CABE OF SLAB ALTERNATE LEG& '� ri b�3 D'APPLILE — ANCHOR lfJ01.O0N1 �COrE6IgN W IF GE OF SUB APPUCABLE (SEE NOTE• e1 16 �1__ 2 MIN.R000 - DECK REQUIRED FS (NO FINZH ALLOWED) CONN33M Off SLLAB AB DF --- - EDGE OF z'MIN..ED. ,APPUCABtF SUB IF 2•ION.E.O. Ea APPLICABLE t SEE LIMITATIONS FGR®ON SHEET AA_LT TRACK ADAPTER MOUNTING INSTALLATION _—�— SECTION 7BW BOTTOM`` ,1 NOTE FOR CC1uBINAT ON OF SECTIONS: 1 1'MIN.E.D. 1•MIN.ED. C110.5: 2•x6•MIN.Woo° DECK REOURED �I_ MOUNDNG SECTIONS CAN BE COMBINED (NO FINISH ALLOM) IN ANY WAY TO SUR ANY INSTALLATION. 27x4'CONT.WOOD UK SEPARATIONFLOOR MOUNTING INSTALLATION NMI PLATE REG•D. (SETO E SCHEDULE SECTION 7AW (BOTTOM) ON SHEL71 3 ) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL \ WALL FINISH t �S (J)5/16'•LAG E EO 2• 2- SEE SECTIONS fiW& 14W FOR MAX.A.S.D. DESIGN or ®t SCREWS W/2 t/Y UK MIN-ED• PRESSURE RATING @ SPANS 8 1'x 4'x 1/e• 6053-76 CONT. PENETRATION AT M�WIDTH (2�OF RAFTEi/IR165E5--\ W ALUMINUM TUBE o� 1/4'x4'(6067-TB)MTV ✓ ter„ } PLATE W/1/4'e x1•TIX '' TRUSSES OR RARER 2•N'MIN.ROOD SCREWS AT 24.O.C.MAY_ SRAS O 16,O.C. lTEIWEEYI TRLISSFS OR .eOD' {1{II _ o RATE W/1/4'e.1'TEK pp d SCREWS O 4.D.C.IN 1 " (2)1/4-0 TAPCON OR 1/4•0 CRM-FU]I i BETWEEN TRUSSES —+" ANCHORS OR#14 NOS WOOD SCREWS OR 1/4•0 8 __ f= EDGE(IF APPUCOBLE) REIS LAG SCREWS AT MIDWIDTH OF EA STUD W/ �p 2 1/2•MN.THREADED PENETRATION INTO WOOD �Q (2)NYLDN �- `1/4•MAX.PLYWDOD•E ISIING SOFFTE STUD I l '/Sd>EW OR 1/4�-K20 x 3/4' 0.055'e(1YP) /10.5'SS.S.M&W/1/2'e xJ/4•LONG 1 -1 L .. En.--� SS.DOLTS W NUTS& AllNYIDN BUSHwGS(iyp.TOP)AND 1'LONG WASHER O 6'D.C. /f0.S'S.S.S.M.S.W/ 8 (TYP.)BOTrom),EXCEPT AT ROLLER HOUSING e x S/4'IIX ((7TYYpp scaEw o e•o.a O.STJ•LONG NYLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION -°W/"°ASO- OAN INSTALLATIONS DETAILS SECTION 14W (BOTTOA�,� LONG lOP SEC110N Ob00• O.IeSS�0370' O.D.AND LONG Ld AND .0.030, i none '� DESIGN PRESSURE RATING- +60.0, -60.0 PSFJ O.zzJ'lANO BOTTOM YOL SEPARATION INTO WOOD SECTION 0.320.O.D.MID 10 GLASS N 0su5'�a (SET CHmc?.E I S�IPoP )FA or®t q 6 SCALE : N.T.S. ` AYµ11111111nrrrlA�A, FLORIDA WILDING CODE(HIgh t Non High V6h1dy Hurriamm Zola `�` �. ...•••••..,/j'�i 02m TLTECO DO. �Q,,.,, TITAN If FOLDING IMPACT PROTECTIVE SYSTEM MAW R* V—JLHEADER TO TRUSS MOUNTING INSTALLATION 4167 _ IL E C O G CO FOLDING SHUifER CORP. '/'�/ ° � �.aka.�m m.�smw�A"wcm COMPANY w �Wnli'�'uLL�O1 Kroi s�1104�w SECTION 8W (TOP) a STATE OF r �I 1m -11'1 ,�11,, , ;rr1 2M0I19 0 MAX. A.S.D. DESIGN PRESSURE RATING +6D.0, -60.0 PSF •w7 1[`C,�'4k�:r: FLDILcOAA a Tu WALTER U. Jr.P.E. ; nu 44157 Ws i.. -"L 9RET 12 0f iJ MAXIMUM WIND PRESSURE (p.e.f.l CONNECTION CAPACTY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) 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) w m uNmn,M S=SPAM A uAu ALLMVIE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE FmcTPm�6� PoswE KIMINE � CON. ANCHOR ANCHOR ANCHOR �t+/-> me PRMSM a WITOY ANCHOR TYPE ANCHOR TYPE 0.+1 h_� 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 GO- BB Ib ft 9 425 LB/Fr - 157 LB/FT 134 LB/Fr 256 LB/FT 397 LB/FT A B C A C 35 psf 100.0 100' 148 Ib ft Cl - LB/FT • 9 417 LB/FT -6 473 LB/FT BLB/FT 8 LB/FT 432 LB/Fr C1 /F - 388 LB/FT 134 LB Fr 12 387L LB 142L r 347 LB/ 418 LB/FT 202 LB/FT ' i C2 g 456B FT - 362 LB/FT 250 LB/Fr 190 LF 318 LB/Fr 380L F LB/FT 142 LB/FT60.0 60" 100 8 40 psf 1 100" Ib f C2 9 417 LB/FT - 362 LB/FT - 144" 144" 240 Ib ft 6 525 LB/Fr - 419 LB Fr 312LB r 285 LB FT 353 LB FT 443LB T 190 LB/FT 613.0" 60.0" 115 Ib/ft 9 390 LB/FT - 309 LB/F T 157 LB/FT 134LB/FT 257LB/Fi 329 LB/FT 5D2 LB/FT - 419 LB/FT 285 LB/Fr 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 238 LB/Fr 202 LB/FT 298 LB/FT 405 LB/Fr 9 372 LB/FT - 309 LB/FT - 134 LB/Fr 46 psi 97.0" 97.0' 187 ib ft 3 813 LB/FT - 572 LB/FT 326 LB/Fr 304 LB/FT 418 LB/Fr 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0' 115.0- 221 Ib ft 9 466 LB/FT - 370 LB/Fr 157 LB/FT 134 LB/FT 256 LB/FT 393 a/-Fr 3 760 LB/FT - 572 LB/FT - 304 LB/FT 0.0 144' 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/Fr _ 134 LB/Fr 60.0- 60.0 187 lb ft 3 972 LB/FT - 682 LB/FT 389 LB/FT. 364 LB/FT 500 LB/FT 753 LB/Fi C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 0D.0 208 Ib ft 281 LB/FT - 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf t00.0' 10D.0' 208 Ib ft / 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT / 120.0' 120.0- -250 Ib ft C5 6 21 LB/FT - 334 LB/FT 122 LB/FT 125 LB/Fr 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144' 140' 300 Wit 843 LB/FT - 8 243 LB/Fr 250 LB/FT 432 LB/FT 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 6o.D' 60.0" 138 Ib ft 273 LB/FT 325 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 81.0" 187 Ib ft C6 6 10 LB/FT 487 LB/ 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/Fr - 55 psf 100.0' 100.0' 229 Ib ft 822 LB/FT 975 LB/Fi 6 FT - - 414 LB/FT 307 LB/Fi C6 6 332 LB/FT 378 LB/Ff 323 LB/Fr - - 1137" 1134" 330 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/Fr 756 LB/FT 646 LB/FT 137' 134' 3JD Ib ft - - 60.0' 60.0 150 lb k C7 3 358 LB/FT 402 LB/Fi 244 LB/FT - - 152 LB/Fi 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/Fr - - B0.0' 80.0- 2 - - - - - _ 305 LB/Fr 3 310 LB/Fr 315 LB/FT 244 LB/FT - 60 psf 100.0" t00.0 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/Fr - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0' 115.0" CB 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 8 582 LB/FT 691 LB/FT 614 LB/FT - ca 131" 128' 346 Ib ft 1 6 1982 LB/Fr 11194 LB/Fr,819 LB/FT i530 LB/FT 336 LB/FT 6 1777 LB/FT 1921 LB/FT 819 LB/FT - - 59.0' 59.0' 160 Ib k 65 psf 92.0" 920' 249 Ib ft 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0' 60.0' 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 1 1D0.0- 292 Ib k SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121' 1 118" 374 lb ft SPAN HURRICANE ZONE HURRICANE ZONE& CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 59.0' 59.0' 1B7 lb ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 3.50 2.50" O N/A 4.00' 4.00" N/A N/A 75 pst 100.0' 100.0' 313 Ib ft THREADFORM TECHNOLOGY 117" 114• 387 Ib ft AS 5'-1O" 2 1/2" 1' 2 5/8' 80 psf 113" 11t" 400 Ib ft LESSB 1/4" 0 x 3/4" SOLID SET 3.50' 3.50" N/A N/A J.00" 3.00' N/A N/A 0-psf 10T 104' 424 Ib k i 100 psf 101' 99" 447 Ib ft >5'-10" 2 5/8"+ 1" 2 3/4"+ TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00' 3.00" O N/A 3.00" 3.00- N/A N/A 110 psf 94' 90' 468 Ib ft 120 psf 87" 82" 484 Ib ft >8'-3" E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00' N/A N/A N/A 2.00' 130 psf 80" 76" 483 Ib ft TO 12'-0" 3 1/2" 1" 3 5/8" TEK SCREWS 140 psi 74" 70" 484 ID ft L #14 NOS WOOD SCREWS OR 150 psf 69" 66' 483 Ib ft F 1 4" NOS LAG SCREWS N/A N/A O N/A N/A N/A 2.00" N/A 160 psf 1 65" 62' 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. AHUTESL + EXCEPT THAT 3 5/8" SHALL BE USED lµttlltllllffrl FLOM EURDM CODE(fth t Nan Wqb VdooBy Hulriamlg Zone) L+:MAwMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, ```P�'��..•••••••.�TJ�� mxom mrDco wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °���•' GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. L-:MAX.ALLOWABLE PRODUCT SPAN FORA 4, 4A'& 7A. ♦�:••'��tvENSF''•. s/lD/sa¢o GNEN NEGATIVE A.S.D.DESIGN PRESSURE p,44167 = I E C O�Nc. FOLDING SHMER CORP. w1c RA1wG. nNAL MAXIMUM ALLOWABLE PRODUCT SPAN IS �J// �� 'k j s. 0.m.s�°wee,wa�o,RPs,a 1 rc+r Aue rAwpiL°7 aRVD EauAL 10 1HE!1 BI641M DETE>auwm PRODUCT ,�., „-,,,,.r�•p�Pr,_,yl, lean u�url 20-190 SPAN BETWEEN'L+'AND'L-'. -O'• STATE OF c a4 mteoeaeetam ., CA al1D �� ���N. P.E �A 76Lr Jr.P.E of r msm p.g ` 1U.• :'.\�, ♦ ROW6A UT 1 44107 moll - - SNEET I] 17