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HomeMy WebLinkAboutProduct Approval 9=VIEWED FOR m tit ftegti4iDE COMPLIANCE - - BCIS Home I Log In I User Registration I p L Z gCGUN Pu tattoos Contact Us I BCIS Site Map I Links I Search I Florida101W4 r BOCC ;�• Product Approval USER:Public User RECEIVED Product Approval Menu>Product or Appilcation Search>Application List>Application Detall FL# FL17080-R3 JUL 2 9 2021 Application Type Revision Code Version 2020 ST. Lucie County, Permitting Application Status Approved Comments File, COP-NU 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@foldlngshutters.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 E3 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Com Titan II Drwa 20_190.pdf 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 DrwD 20- Approved for use outside HVHZ:Yes 190 pdf Impact Resistant:Yes Verified By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R3 AE PER Folding Shutter Corp Titan II Drwo - sheet 13 for additional spans and loads. }9(.Pdf 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.Copynah[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: :Credit_-Card' Safe'. I GENFRAL NOTES• 1.TITAN D FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0--%46 MIN. COMPLIANCE IN ACCORDANCE WITH THE2020(71h EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY E 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/BUODEX, INC Q ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS IBM(HVHZ)&IBM(NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECHGNALIPT FACTOR NOTES: Kd-0.85, 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 DESING WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4-P TAPCON OR 1/4'o CRETI6-FLEX OR/14 NDS WOOD SCREWS OR S REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEY BY D.6 IN ORDER TO COMPARE THESE W/MAX.(A .O.) 1/4'/NDS LAG SCREWS INTO THE WORD FRAME UNIT SHALL BE 1/2'FOR Cl THRU C4 AND CB THRU CIS DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND I'FOR CS,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS R ANCHORS ON THIS P.E.D,AS TESTED,WERE NOT OVERSTRESSED,A 33%INCREASEIN 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= 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM MOE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR 1/4"0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS E FOUND ON THE EXISTINO SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.I.),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 CA ABOVE. FLORIDA2BUI AND ING CODE;AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616✓t 1604 OF THE (D) TO EXISTING STEEL STRUCTURE:YIN. 12 GAGE,FY-33 KSI(YIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(1) @ SHALL BE/10 x 3'.410-HT MINIMUM SERIES W/ 173.0 ksl WELD -1/4'o TTW BURDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH h 167.4 kel TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHFSTER PA. 19361. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH CA)MINIMUM EDGE DISTANCE OF GW BUODEX TEK SCREW 1'. FOR OM-76 ALLOY AT SLATS SHALL BE Fy=25.9 k$L 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 E STAINLESS STEEL 304 OR 316 SERIES W/50 kel YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL TTW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL IS TO E ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY E ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. S.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 315 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL 8.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) LOCKS. (A) TO EXISTING POURED CONCRETE: 10.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.E OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'/TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. SUILDEX,INC.TO MIN.r•c=3192 PA. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 1/4' 11./x SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS NOT.i c53DGO pal. 1/4. CRETE-FLEXX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCE TO MIN.f'c=33S0 psl. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY - / ETE- MI BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. H4IEiL 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 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. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4'SOLD 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 E PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 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 70 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 NDTES A.1 h A.2 ABOVE BECOME THE ENGINEER OF RECORD(LO.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 (9) TO EXISTING CONCRETE BLOCK WALL:ASTN C-90. TO*THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. - 1/4'►TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W.BUILDE(,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 SOLD SET ANCHORS. PREPARED IT. 1/4•o CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES THIS DRAWING SHALL ONLY BE USED TO O' BTAIN IeERNliS NI THE STATE OF FLORIDA 0.1)MINIMUM EMBEDMENT OF(E D.)SHAL4-0 L E AS ORS OR PERSHEET 13�CRE7E-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4• �Y��y�µ�1RHA u�)"�ll�y'' �p��I�� MINIMUM EDGE DISTANCE (HiOh t Mon NEph Volee@y HuPtlaalw Io;1/) B.2)3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/6')INTO THE CONCRETE BLOCK UNIT.NO •�� r L\ NS `�9 ®tow 7ILTECO 01C. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'/-20 S.S SCREWS USED SHALL BE 1 1/2' LONG F`. ., CPA"eY: MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 44167 ,�10e 0.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, _ '; I L E C O IMe. FOLDING SHUTTER CORP. OAT[ ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE -'�;. STATE TILUT a5fL ENOIMCL I COMPANY Len LNG wort.sl R JC LILYD SHALL BE AS INDICATED ON NOTES 9.1 ✓$9.2 ABOVE. �7 - OF y �• � n a1a WEST PALM KAOI,n 3R U X 00-11a0.11•, a1 PM um-w•snL 20-1♦i0 // ^F•.zORIDP .• �-"� 9 " ....ran�u.x..� NAWING No Pl \�.� 'WILTM A IYLT moo, .ot �• Jr.PE ar.r III 11111 FLWinA Lc[H197 as na - SHM 1 or 13 low [ .67J•' 2.641• Jew• y, !yp $AM fTA•tT ! A,t,pT SLAT WWDOW ®L_END FLAT END ® EXTERIOR ��� (ID BE USED FOR ALL INSTAtunoNs so63—T6 ALLOY 6063—T5 ALLDY 6063—T8 ALLOY © CENTERPIECE MAY INCLUDE PERFOPA77016 AS PER (TO 8E USED ONLY FOR INSTALLATIONS - INTERIOR CEN77iRPIECE 606J-Ts ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE OWE MEASURED AT BOITOM OF OPENING 6063—T6 ALLOY S SEE COMPONENTS 20,21 &22 ON 91 SHEET J.) se9e•--- JG6.7• .mtr cyle• f.ce.• �---z7a• sou• z6lY .rao• 'Qtr. L.—r.Par 1 y�l (� .uo" .6w .uTr• — � .1%• � �.rto• 1 1 .oc6 0 — 160• 8 .foo• i srr .. .au• 6 .6sr .ato- .cm• I tt AW z7a• �" J7n• —867J' L-- ® WALL HEADER ©�p1��rr p 2'�°�y M` x B 0' CEHAING HEADER ® B0770M SILL TRACK BOTTOM TRACK ADAPTER 6063—T5 ALLOY �/1�+� TRACK 6063—T5 ALLOY 6063-76 ALLOY 6063—T6 ALLOY 60605-76 ALLOY $R 2696•--- (—t2 I COMPONENT o b t1 t2 J2e•� oax• a 2• 5• MAX. 0.125' 0.125- •�, .mv .os6• � � •• N �/• 1% 2' 4'MAX. 0.25' 0.25° a 1© 1• 2°MA%. 0,062' 0.062- 4. ©1 ALT BOTTOM TRACK ADAPTER ' BOTTOM RAW GUARD ®� ALUMINUM ANGLES' ® RAN HOOD 6063-15 ALLOY E063—T6 ALLOY 063—T6 AIl.OY 5053—TB ALLOY 1'� d COMPONENTS soo 3 �� 111 MIf I4ir s C FLORIDA 6URMHO CODE(Night Non NI h Vil Y oalp Ntarlaan!Zono) 51111LIECO, 02070 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °AWN ft J191• No.44167vmATE 3f8"Pj-16 ACETAL �- - * ae. FOLDING SH�lJiTER KNO�cO�Rw. oArz LOCIQNG Tl1BES TILIITRE3T1110!RIORI[ERIMO M1dPAMY Epp PAW EACH,M1 E6ro4 T LUMSCREWS 7!7 STATE OF 41e 6e6.a a,m!",w�Dome a+r.. 20-190 FOR n&n AT CENTERPIECE CORNER POST .�, (tDlpfl_,lt0. , PW,ems-6,wT, e-mod:tuteco0aol.eam �.vt� DR►WINO No 6063—T6 ALLOY —76 ACLOY %.Off'••.F�ORI�P,\�� `� CA-0006719 WALTM A.11LL/J Jr.P.E P.E. Ue.144157 i as,a+n - - - SHEET 2 OF 13 1 11, I I I I , Irwl.c Ice ROBS OF Ta61ATTOP ' ^-�/� O HOLES ' 0.I i ; SPACED I i J/B'APARTz-CUP F�CH SrDE TABLE 1: SOURCES FOR00 i L)tREC11DN5. i i OF WfNOOW(SEE TABLE 1) OPDDNS 0 i D'wrJ m ; TTPRW PRo1Y7TIOS SL7JA� FEAST S19D MNOIpnW SLAYS S i SEA T'SNlf { i I RDTREww KNUCKLE 7n� LLC.UVNI I 7ER71L/ IC g0 i �) ' 20 IansmeL: Y.ON JI LWN lag RESIN (�T�7 R "8" , I i NE,WMC SPECIFIC GRAVITY ASTM D792 0.043 Ib/0 0.043 IbA 888 i I L___ _-_J IWNDOW J STRENGTH ASTM D639 9.400 P.V. 9,500 P.J. IL.ONRAL STRENGTH Q YIELD AM 0790 12'AW P•..I. 13.400 P..J. nEXUWLL.MOW.L?S AM D700 340.000 p.J. 345.000 Psi. Sw-IN END AIPPAM 1.000' z i i IXIP TOP/BOTTOL/ NOTCHED ROD ASTM D256 tE FT-IbAn 17 Ff-IbAn I ` y or�DOW cmC RtwNIN6 GIIP.•-na _ Ia$o i MAX. 0��.(�� i 4•G (SCE TABLE 2) gAOKE DFNSIIY ASTM 02M 47.2 X 64.5 S MAX - RATE OF BURNING A41M 0635 C-1 CLASS C-1 CLASS Cj I 1A 4 _ SELF=MON ASTM 01929 1D40 7 980•F st i 0.060'THICK : ASTM G155 ORS I SLIT N7NDOW 4 I SLAT N7NDOW POLYCARSom WWI; TENSILE STRE IH AFTER RFATHERING ASTM D636 ow W. am P.S.I. U i i WMLOW(SEE TARE 1) TENSILE STRESS BEFORE REMERM ASTM DM 6461 P.L. 6660 P.J. i I 2 i No)ES. 1.000. i Z` -MAY.(2)WINDOWS ANY BE M ONE SLAT SPACED y i MAX i A AAWKW OF 24-APART, WITH 12-MIN.FROM ENDS OF SLAT TOP&807M L �T - sLAT MUST&-WR-gf INSTALLED ADACENT TABLE 2: SOURCES FOR 70 +OR(o,NOR AT CORNERS OF PRODUCT STANUY70 &S,ER root COMPANY TIPIM PROARTRS BLACK NYLQN PART REFERENM Oo f i—� -�' I ® SLAT WINDOW DETAIL 12"la" Qp � (ELEVATION) O$00 ! i 20 SPECIRC CRAvm ASTM 0792 0.042 Ib/in' SLAYS ILNL 00g SLAYS Mama MECHANICAL N ) i $g ` I)T i, I i 1HNDDw TENSILE YIELD STRENGTH ASTM 011T6 11.500 P.A.I. 8lJ I i �• dOSr FLEXUPAL STRENGTH AT YIELD ASTM 0790 tsAw PSL 08 j (3)ROWS i j � i i Paco' r FLEXURAL MODUWS ASrM 0790 450.000"J. HOLESI tI ,I,I--ff��----''rr-��..��)) IMPACT, O$0 I MA PART —-- a14• NOTCHED ROD ASTN I12S6 0.8 R-TD/Ln I Irla.P�leuleE �na&AT to eorrau DOLECROALS. i ette 4230. COEFFICIETR OF THERMAL Dt mmm ASTM DODO 5.5 a 10 inrn-•F I i I i 21 Z—C © [11 J"tIIL CL� UEL ERATURE ASIN 0.1a6 �7 NDTO E USED AS AN OPWN FOR ALL O15TALLATION8 adf WINDOW ELEVA77ON UNDER LARGE MISSKE MAY WCL.UDB PERFORARONS . AS PER THIS DEFA6. TYPICAL n SLAT WINDOW DETAILS -MAIL(2)14MDOW5 MAY BEM ONE SLAT SPACED / (O VIEWING WINDOW & �Z�t 2 CLIPS - 2I'APART(APLY.EVERY TO ONE S. TYPICAL ALTERNATE PERFORATED SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVAT/ON FWMM eulwmo CODE(fth Le NDB Nqh VdooN NMF.EDDD.zom) (LARGE MISSILE IMPACT) `J Q• �i� 02M TILTECD RK TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �"N �: M.P NO.44167 = 1L ECO INC. FOLDING SHURER CORP. '/'n� 7/� * JESTING AR ENOIN[E(tlN0 COMPANY 16F2 MAtDIN unto!KMO JR Yw Ke 3a" >.m s ma 4WDDtA n aY. "LtT PA1Y 6IAdL M1 33404 20-190 STATE OF ae..1 LXD"jnt-YmD.r.I(>a>�II-+CI ro mpwl-a6Tt 4 9• '�,�: 4-mom V"c000a.com "aP.EaungMAlw�.wm ORMRm N. O.P•.FCn RII]A;•' n,9.TDHAA 71LLTr671J,P.E. 4aG. ®ev rc acr 4C[ P.E STJ f13T1EyPATE•••����`��` FLOMOA uc./4478E I m„a. A - SHEET J OF 13 Ill/l//1111111 _ _ A A 4 Y f 2 OF O W/ O ,1 6 ,© OR 19 4OR5 ® (2 n_ In 7d Z USE(2) 'AT SO- 1 ♦ °rot 2 ♦ NOTES ON®&LOCKING TUBES®AT 40&Q5. N O O.C.FOR SPANS ,�. UP TO 99" c '_ 1.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE(3)®AT 30'O.C. AT 30"O.C.FOR SPANS UP TO 99". USE THREE(3) FOR LARGER `1 9 SPANS SPACED AT 30"O.C.AT MIDSPAN. COMPONENT S�5`3�MAY BE FOR SPAN LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CENTERPIECES tn I n THAN 99'UP TO 144' 4 OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2.(2)LOCKING LADES fSHAU_ALWAYS BE USED TOP Q BOTTOM AT to ha PRODUCTS CENTERPIECES 4 OR 6 AT ALL INSTALLATIONS. LOCKING TUBES v vOi N 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 OR 8 (2 1 t T SEE LIMITATIONS FOR®ON SHEET 2 t SEE 1 END CONNECT OETAILS ON SHEET 9 TYP. FULL HEIGHT. FOR 6` � O� O+ 13 , �7 + 16 CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O O O O O 9 + 10 9 + 10 + 13 9 + 11 UNUMfTED WIDTH 1"ICAL ELEVATION �`t. s. } NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. I SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 7B ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. �ndNUIUu1gb,,�� SEE SECTIONS 4W. 4AW& 7W ON SHEET 11. `��v`�S F(A, rl((���i FLORA BUILLTMB CODE(High&Non 159h VdOdly HIM10 n9 Zan@) SEE SECTIONS 7AW, 78W. BW•& 14W ON SHEET 12. VCENSF'., . 02om nLrzco OIL TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0°�mr eY No.44167 AlFOLDING SNMER CORP. 711012 020 * * N IL EC01c. TESTNO a:ENOINEENINO COMPANY feel MAWM UMM IM JL w 7!7 STATE OF ' ' ,,, , .,,,, . o me n,,,ro w[ar PAtM +,rt ss+w 20-190 FLORIOP .' pn:cnkoeo�L ....ew�wwN«.om, aunxc xa i G-a008718 F•''•.. .••'\C�\��' WKTFA A 7x1lY a.P.E .o. P.E-i W. ` At�,"", ROwG ua!u,eY , m,ro - - - SNW of,a POURED CONCRETE OR CONCRETE BLOCK CON�N c OPTIONAL RAIN HOOD OPTIOT"RANI HOOD POURED CONCRETE DaSNNG NON SIRUMRAL WALL 0.060'7MCK S.S. (NON-STRUCTURAL) (NON-STRUCTURAL) REQUIRED. TRIP(DECORATIVE HEAD) (SEE SHEET 13) ROLLER HOUSING '//� MIR) ' 6 I.ODO• 2.SOD'MIN. •_ �/ (2R)NYLON O11ERS s� �"--gq'j3 OONISCIION c2 r ,'j. OPRONK (SEE SHEET TJ) , / j. RAIN HOOD 0.655"O(TTP.) ,� (NON-SAL) I I /10=T S.S. NYLOYLOSKSN W/. c J/18'ALVu 0.373'LONG Jlt6"ALUM. • POP RNE75, I 1 BUSV@IG W/A 0.130' CGM. POP RNEfS, z ®18'O.C. LQMe TOP SECTION OSOD' (z'=4'MAX 0.163•10.270' 10 18'O.C. .N� O.D.AND 0.245"Ld.AND =O.Ow 1/4'0 ITT ' 0=3•TANG BOTTOMT. SECTION 0.320'O.D.AND AB yWEEATMERR , MIN.SEPARA77ON 0.245'I.d. STRrEN FA POURED CONCRETE TO CLASS 7HRFADFORM (T+P,) SIDE(TYP.) OR CONCRETE BIOCK (SEE SCHEDULE TECHNOLOGY OR 1/4-•=1'TEK 1 Or WALL REQUIRED. ON SHEET 13 1 Or 1//4"I ELCO SCREW OR 1/40-20•=1- � ®t ) ®t a iRUCiION I S.S.MS WITH NUT h ALUM. wt PRODUCTS I WASHER O Y D.C. CRETE'FUX I G CONCRETE D W/1 3/4'Lm POURED CONCRTE I Or OR CONCRETE I Emammw O 6'D.C. ®t MW SEPARATION WALL REQUIRED. I I TO CLASS !'Or - 0 or (SEE SCHEDULE �}, ON SHEET 13) t •W ���� 'try t vt L I MIN.SEPARATITO LASS ON m OR REDCON CONCRETE 4 I (SEE SCHEDULE OR CONCRETE BLOCK u`i, WALL REQUIRED. ( ON SHEET 13) / Or I 1/4'O:t'TEA( ®T CON EL=C.2 'n (SEE SHEET 1'.1) / +/4'a OW SCREW OR 1/40-20•=1' • i W AND I SS.MS WTM NUT k IH�ADFOfd1 WASHER O 4'O.C. /7D13"S.S.S.M.S.W/1/2"0 , TEGDR01OC1'ORI 1'LONG NYLON BUSHDOGS CONNECTION Cl- j nrP.TIP.To),AND J/4• WALL FACE MOUNTING INSTALLATION ALLAT PR+RODEDUCTt�r ucrlm ROLLER HOUSING I $ g (SEE SHEET IJ) L TS IXCEPT AT 1 (TMPd W/1 3/4•U 6.O.C.I No.) SECTION 2 EMBEDMENT a WALL FACE MOUNTING INS7ALLA710N ANCHOR SECTION 1 1,r - S�AQN ANCHOR SPACNG O 0 0 0 GROUTED BLOCK REQUIRED +000 ISM MIN./ (MIN.Tc�POURED CONCRETE MIN. j ED. I IXI6TING NON STRUCTURAL WAIL TRIM(DECORATIVE SILL) 0 0 e AN A —) DECORATIVE WALL TRIM TRAPPED SIAGGERED ANCH09 §PACING MOUNTING INSTALLATION DET 6) SECTION-3 INSTALLATIONS DETAILS INTO CONCRETE MAx•AS.D. DESIGN PRESSURE RATING = +B5.0, -90.0 PSF `\���o����P I AT T �T& CONCRETE BLOCK FLORIDA BUDDING CODE(H)ph t Non High Ya(Octy Hurtro fts Z—) SCALE: N.T.S. F '•T 02020 mTECo IHe. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Ity' NOTE FOR COMBINATION OF SECTIONe; >f< No,44167 _ M'P ED. EDGE DISTANCE * r >'r+D/2oxD 5-MOUNTING SECTIONS CAN BE COMBINED (SEE SPEGFICATIONS ON SHEEP 13) �= � IL E C A INC. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. /' STATE OF TESTING h ENGINEERING COMPANY 1E02 MARTIN LUMCit KMO,IR.OIYD !%7 m..m Mma aao00.n.,1am WCSf PAW BGCH.R 3S4D4 .cF. cGOR14P .•� ., ''�baeWjeT .rA :T>g1eO,-,e3, m +eoo G4s ant 20-190 e-moO:1Yt=coOaW.eom ..,i./oMirp.hulhn.00m DRAWRIO No t SEE LIMITATIONS FOR®ON SHE 2 h� s """• T,1 •` CA-0006719 P.E.SOILjSt t61fT Ur.P.E. AIF w o®rno, o.rt tr.w M oo= ��C' AAA w TER A 0 ^rrrT7)O H,I,1N` E'LGR@A Ua 441W - - sxET:T s or 13 1/4'0.3/4'TENS SCREW OR 1/4'K 3/4' _ BOLTS W/NUTS&WASHER O 5'O.C.POURED 0.060'THICK S.S. CONCRETEBWCICETWALL / ROLLER HOUSING I MIN.SEPARATION I MIN.SEPARATION 10 GLASS REQUIREDOPfN1im OWN HOOD I`(SEE SCHEDULE (SEE SCHEDULE (SCONIEL'11011� To C ED' (NON-STRUCTURAL) I ON SHEET 13) �or ON SHEEP 1]) 1 Or SHEET 13) /tOx3'ELS.S.M.S. ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/18"ALUM. ®t 3/4'LONG NYLON BUSHINGS POP RIVETS O s'O.C. POP RIVETS O 5'O.C. g J CTYP.TOP)ANO 1'TANG(TYP. AT REM. AT REAR. I N ri "YP. .1).EXCEPT AT ROLLER I I jHOUSING(TYP.) (2)NYLON x� s / 855"PERS(TYPJ 9 I ^3 EQ.DO 9 • I �I I3 J/18'AWN. �10 3'SS.SAIS.W/ POP RIVETS I -� 3/16'ALUM.POP RPATS 1 j /j IERfU1E O f0'O.C.BOM SIDES O 10"O.C.BOTH SIDES 3/18'ALUM.POP EO. EO. ORIENTATION RON B RNEfS O 18.O.C. z 0.373'LONG NYLON ONT.0.163'a BUSHING W/A 0.150' I LONG TOP SECTION OSOO' MIN.SEPARATION Q270"r0.030' MIN.3/4'PLYWOOD PLYWQQ MIN.J/4' O.D.AND 0.243'IA.A0.0 To GIA55 W"ER $TWAS REQUIRED ( S 1/2'MIN. REQUIRED 0.223'LONG BOTTOM ON SCHEDULE 1/4'0 TAPCONS OR ON SHEET 13) STRIPPING FA Cr CRETE-FLEX N SECTION.245' 0.0.AND SIDE(IYP.) ®t ANCHORS 6'D.C. 1/4•THRU BOLT W/ 0.245'La. WASHER O NUT O 10'D.C. 1/4"7HRU BOLT W/ / EACH SIDE POURED CONCRETE OR WASHER&NUT O 5'O.C. $ 1/4'0 TAPCONS OR CONCRETE BLOCK WALL \ CRETE-FLDt ANCHORS B"O.C, 1 OOr REQUIRED 2 63 OR 2•r5Y1LUM POURED CONCRETE OR `5'.301/8'6083-T6 CON. ALTERNATE 3/16'ALUM. ®t / BO6J TB CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE POP AR. O 5'O.C. REQUIRED AT R I STANDARD COUNTER—TOP MOUNTING INSTALLATION SECTION 5 ALTERNATE COUNTER—TOP MOUNTING W MA7(. INSTALLATION SECTION 6 W i / / A.S.D. DESIGN PRESSURE RATING= +86.0, -6fi.0 PSF MAX. A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF m� n n ` �` 9 ALUM,POP RIVETS O NON.SEPARATIN 10 O s ^� f0'O.C.BOTH SIDES TO GLASS —(SEE SCHEDULE G y I ON SHEET 13) ALTERNATE LEG 8 EQ. —ED. I &MCHOR 1 Of (SEE SHEET CJ ALTERNATE LEG ORIENTATION t ® � &ANCHOR ORIENTATION 1/4'0 K 3/4'TEKS SCREW W/ d POURED CONCRETE OR� 5/8'WASHER OR 1/4'K 9/4' f ) CONCRETE BLOCEDK Y� BOLTS W/NUTS&5/8'WASHER O 4'D.C. 1 1 BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4 (SEE` 'EE"3) ED. EQ. 1/4'0•3/4'TEKS SCREW POURED CONCRETE OR OR 1/4'•3/4'SOLTS W/NUTS INSTALLATIONS DETAILS INTO CONCRETE CONCRETEBL0f WA" &8/8 WASHER O O.0 REE QUIRED & CONCRETE BLOCKBUILD-0 M0UNTING INSTALLATION SCALE : N.T.S. ®���Y 60TT FLOF40A BUILDING CODE h!Non HI h Vd • (FDp p oelly Hurrloane Zone) NOTE FOR COMBINATION OF cnON3: * ;��:' �,�- SF '% ®202o TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Of; E.D. - EDGE DISTANCE' _ NO.441 B7 M P IN ANY WAY SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) *- eL E C O�Ne. FOLDING SNUFFER CORP. T/1D/2D2o IN ANY WAY TO SUIT ANY INSTALLATION. DATE STATE OF TCSRNO&ENGINEMRINQ COMPANY 1M12 MATRIX LIIINFX PONDAl'.>�.it.>�Jo4,Yi0'1IN14W06,n Sllee WEST PAW BEACH, L J340 t SEE LIMRATIONS FOR®ON SHEET 2 Q'. F ^•.t I-im0.rm.C011e7i-1l31 PHI 1800-843-1371 20-190 t •. IORI .• 9: 5Gemeom .,..rela�OsewN..00= .'.•\G�'.; G-000W6719 oRAWwo R.WALTER TILLff Jr.PE. menu. 00. �a PE ,N/I•, tt\� FLORIN A Lk.If 44167 m n-c. a er _ SRQ,T 1 01 17 •MIN.ED.—+� ED. EQ.- POURED CONCRETE _ C5 REQUIRED (SEE SHEET f3) a- HODS (NOPTIONAL(NON-STRUCTURAL) RAIN HOOD (NON-SIRUCTIAIAL) (2)NYLON �- /J7/ •IDNO NYLON BUSHINGS ggg ROLLERS 0.855Y�.) M-DM P)EX g I ATOR G Cy 1 ER HOUSING(1YP.) I /10 x S'SS.S.M.S.W/ 0.373'LONG NYLON 3/16'ALUM. BUSHING W/A 0.150' POP RNETS 0 , LONG TOP SECTION .500' i O 1B'O.C. O.D.AND D.245'LE.AND CONT.0.163.0.27051D.030' 0.223'LONG BOTTOM UORAFAB WEATHER SECTION 0.320'O.D.AND STRIPPING FA SIDE(TYP.) 0245'i.d (TYPJ f Of ®t � NIN.SEPARATON 1 Of a s TD.ARA ®t H m (SEE SCHEDULE MIN.S TO CUi11S5 ON I �, ON SHEET 13) N (SEE SCHEDULE 4 Or. / ON SHEET 13) ®t 1/4'I x 1'IO CLASS TE%SCREW OR 3 MINT SEPARATION 8 OPMNAL1/M-20'x]'S.S.MS WRH ) (NON-STRUCTURAL) RAIN CUM NUT 4 WASHER O 4'O.C. r (ON SHEET 13� f Of (NON-STRU I � ®t ALTERNATE 3/18'ALUM.—, �--��� POP R.O S.O.C. AT REAR OPTIONAL RNN GUARD I (NON-SIRUC URAL) P n ALTERNATE J ALUM EE+ c 8ALTERNATE LEG AT REAR. S/16'ALUM.POP RRffTS LOCATION O WITH of f> ION C7 POP RIVETS O 5'O.C. 9 /�� O 10'O.C.BOTH SIDES (SEE SHEET 13) �J/18'ALUM.POP RIVETS r/l/f/1`0 NW/ ////%A'/ /// EDGE OF 10'O.C.BOTH SIDES EQ. E0: /. SLAB IF / � CABLE (S� APPLI I POURED CONCRETE / J REQIARFD OWIHTEL'11011 SHEET� / E0. E0. POURED CCNCREIE II^ POURED CON REQUIRED. •MIN.E.D. REQUIRED MR1.E.D. •MIN.EJ3 C E(SEE S E SHEET 13)IDS •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. V0%1011111111TT1", rI((/T//��i�. FLORIDA BUILDING CODE(Hlph t Non Hph VNeaNp HMrtloan,Zeno) ® NOTE FOR COMBINATION OF SECTIONS- NtS�r'• m��nrc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN E.D. = EDGE DISTANCEM P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) NO.441B7 IN ANY WAY TO SUIT ANY INSTALLATION. * IL E C O INC. FOLDING SHUTTER CORP. '/1DA 030= 7�Y 7 STATE OF TE671N0 4 ENOINEERINO COMPANY 1Bp YARnN UII1u Ima+R 6w we.&..xm>�NxOa cumDE,n v1m WEST PAW R 3J104 t SEE lJMRATIONS FOR©ON SHEET 2 �'�: FC�RIOP'�: .�.+1>mNT1-1a>o..��tJa9en-+u, Plc lal ph -a71 20-180 �,•. .-man:uteea000lmm ....ramno.nxnn..a,n DeuWwo No ���A �� WAL7ER A:q'Jr.P.E. tr. f cn pt at a mwpx P.E SFA�IV/rI y � ."�, FIDROA UC./14187 1~ m nwu A _ SWEET 7 OF 13 RED CONCRM ma m OfINCRE7E saw MAX 6 mMM 71BE eER 6'L,4DM1{E eLOcz WUL REGu IEEE saaAO (2)RM OF 1/4'0 TAPWNS x ANwou CM. (�,�G� TABLE 1: MAX, SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) IK +4•.3/4"MM SCREW ------ - --..---- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS ;;)zlu,o,LOMM3ttR)H LY. O D o _.J -�____-_-_O o o TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 78^'+a'' 0 0 0 / o I SIZE pRsp DUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM i+n3 i Tµti.s/4'TEK Sa +/O TIP. TUBE TUBE TUBE _ 1 e•.O.3 si4•a 3'u'm :+' s•�°o< 60• 106.0° 13 8 �j 4,0/4'.ml N 5d'tt/41 IdOM SEE AxGIE 2'x4"x1/8' 96" 85.0' 17 10 >r ANGLE / 144' 69.0' 13 8 D'OOI •> 80• 117.0" 17 10 ie >3se uWllr.LE m t 4 1 2•x4•x1/4- 96" 110.0" 21 12 3 144' 91.0' 21 12 PAAN,� . 80° 109.0' 17 10 ffiICu N RUBE AT TOP) 2"x5"x1/8" 96' 1OD.0° 21 12 SPAN TUBE MOUNTING INS?ALIiTION 3 �fCn,ON X 144° Six" 17 10 Po.N. ' SM TUBE LIN. 1 �� 80' 124.0' 21 12 Ijlm. 2'x6•x1/8" 96" 114.0" 21 12 i 9T 144" 93.0" 21 12 >Oc VALID ALSO FOR MOHEIGHT TUBE INSTAL1A11ON ONLY WHEN THE SUMTION OF THE •m 3•a• 3.4'6r SW> SHUTTERS HEIGHT ABOVE$BELOW DOES NOT D=ED THE MAX.PRODUCT SPAN o�11//4A u1MWF6N tE 0, 1 mt/ I - SHOWN ON TABLE 1. SdaME) (SFE SLT¢Quq 1, Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) TUBE p ODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS 1/4•0,3/4'TEx SCREW o 0 0 0_ SIZE Spgp( SPAN LENGTH EA. END PER END OF TUBE a 6•ot - __.--- - -` `--- •N•x 313'or SPAN IIIBE PER SOMEDUME --- 3'id iT/fi MFNO7M 60• 76.0" 13 12 2'x4'z1/8° 96' 60.0° 17 (6)+f4'.3/4'TD6 SCREW 4'M M SPAIM !� SPAN TUBE PDI SOEDULE 15 aO6O•MUI. AT 2 Ot LQ.MTJD6wLY. eEIREEII ulaoa O+pa 144" 48.0" 1 13 12 6D OAS OR P�� (2)RM OF t/4.Tacoxs TYPIC&ELEVAw 19E AT B01TO1d 80' 87.0• 21 is 0wtx WUL M6XXiRFD N4agP5(Ma(SEE 2'x4'x1/4' 96" 79.0' 21 SPAN TUBE MOUtMING INSTALLATION 18 �m TM� 144' 65.0' 21 18 WE. 4+ EO. 80' 77.0' 17 15 (e) (4'.3/4•T=SCREW s14•w 3.r n 31..1/4• Om.) I/T TrP. O 1'OZ.LOIGOWMMLY. t)3l m 6033-76 AUAL MCI IWo- (3)ROW3 a T 4.4 (SEE SOEDUtE) 2'x5°xi/8" 96' 70.0' 21 18 On ®T 144" 57.0" 17 15 80° 88.0' 21 18 2°x6"z1/8" 96" 81.0' 21 18 ` yyl 144° 66.0° 21 18 Z / Z � 3 o c o o b INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1JfYiJ1eTEX ° - `--- `0 0 D OR GROUTED CONCRETE BLOCK WALL e.wr wx Do 6'OltO O 6063T-T6 Ewor�E O O O SPAN LutE PD+SCHEM ' O O O MAX.AS.D.DESIGN PRESSURE RAMNG-372.0 PSF Sr ie'a 3'rJ'Q 3114'er Sw a 31211`4' rM�Ex 668T-Te FLONDA SUILDNIO CODE(HIOh III:Man fth VclOdIF Hurrlaanf 2oR9) Pr (SEE S+WUAO JJQ�,••"...... ��4 ®�1°'TEOO TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BT: at a�. '�yr,ENSF'•9 I lam No.A4167 �� E C O LNc. FOLDING SHUTTER CORP. '/DATE f DATE POUPFO 1 L-�CPENNG o 1902 MARTIN INNER xIID AL BLVD OR OxY1RIE NO k ENGINEERING COMPANY WMT PALM REAM IL MO. ROCK NwL REGumEO L4->31 3•1Ei1/4' �•7 6]u H.ft^J.O..y a..309.Nma�Wals.1L s„e6Ift 20-190 (�114..3/0 Tom 6C1EW �6�T6 AWL AN01E %'O'• STATE OF /4,,-ab:uft..o6a.- www.ft�' DRAWING N4 AT: oc luNaIDGaNLY. 50 ':9'. F P ��a cA GOGWIG m. .�v BAN TUBE NOUNTING IN�FALkTION WLLTF3I A nur o-.PE m 1 SEE LIMITATIONS FTNt®DN 5}EET 2 P,E, .•;'NC �� nARDA Ua/HiHF a.,T-au A- - - SNEE7 6 OF 13 /F 1 ��� 1 t 3/4• 40.CD. Qtfl�F1D( (SEE�T �E7051N0 mh55 _ Dh41B/0 57RI1CIURE f UK E.O. '— 6gd 3.759y(M.) S�CIUM (SEE SHEET t3) DOE=SIRUCBIRE ®row TOR 1/T1p4CW19a/v+ElE-REX �/ '\\ e`O.C. N�NETS o PR.) ' 1 ' / AIa+oRs a te•o.a � 11 /to POP a\ 3 j or 1l�t or ®t or oR,/4aJi4 or t TEKS o Is;_ O.C. WALL FACE ��: 18 90.P 90.P 'Q END CONDITION 90P OAT 3/1C I Res OR \\ /P 1 J/4'Iwo / (u 8 4 SHWN Ie•ac i ws RIIEICOR OR 5 EXTERIOR bM AN R�P. �°ro;,1+� u+ \ HORIZONTAL SECTION 20 SCREW UNY BEWq ,BOR OR�R)oOR f0(IFAIO10 /18'POP R Y#5,1/e'CCM.OR 1/4.134 *WY VARY AT LIST SAT AT 7HAPPED RlSD1LLATK)NS ORt�5 8083�-713 x1m wxaE 4 OR05,EtLs o to WWNN WWNNHO SHOfi SEE LlETATIOILS FLR®ON S1EET 2 maims o 1e•G.a 10FIOSWC SIRUMRE CGSTM SIRLICTU E 3 Eastnc stl0 crlrt¢ OOM. �/BUILD—OU1 "xEm, m. END CONDITION > s oR tee^ +STRXW END LOCK ANGLE 1/0 01 OWM"/ END LOCK ANGLE HOMOMAL SEmmx HmJZOMAL SECTION NOTE 1 Y a x ■I/s eoas to 1//a'1 Jp'mt COM.A1O401U4 PFIIT. E SCREY6 A'ITACHm ro 011E ONE LOCKING TUBE, PART #,vf�� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR (2)@0 Jo'O.C.o ��o or ac INTERIOR CENTERPIECE®OR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A 4msP rm ro BB SOLID THERMOPLASTIC TIP MUSSSTTT BE INSTALLED. THE TOP 1.100" OF THE 71P SHALL BE SQUARE, svAx�(J) o JO' 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED °Cm I'W SPAR('"D INTO IT WITH A 0.120" a.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW WAY HE MALIM A 0.20D" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM WIER*R OR MERJOR) OF THE TIP A SQUARE, 0.475"x0.475"x0.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE v 4 OR HO 5 ALUMINUM LOCKING TUBE ® A 2—PIECE,THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 1 S (1)PIECE, 1.375- LONG, WITH A 0.366"xO.366"xO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.684" (1nlrn�olm DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Soo• M SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER (ma.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (GWR s ) 4 OR SHO 5 ALTERNATE LOCKING SW CORNER LOCKING DETAIL HORRONBIL SECTION \�alntttllnllrprrr 4� FORM!UDO CODE(HT h t Non hI h Velocity NII7Noene zone) Q GEN,g °� 02020 R7EC0 MC' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM "A4p'v END INSTALLATION DETAILS INTO CONCRETE, 3: F ' CONCRETE BLOCK & WOOD (AS APPLICABLEI ° *167 = IL E C o�N�. "'°"°�° FOLDING SHUM CORP. e.1E Ur TFSiINO&ENGINEEIIINO COMPANY 1002 4MIIH 11IIIIER qx9 JR ILYD (7 STATE Of �a Jan a<A am taAaw4 exm0e,a aIN "aT'A�'�A°'•rt 3 404 20-190 Tvw,(]6116/1-1610 M.Eu,Omlm- Fle f000-W-e311 '90,E . cGOR10P•'� 4-mnG ta000a4com ..►.+wmlWhueaaaom 1RIAWM No \r tYAl7ER A 11 w J"I'm �'.r aoona atII an.r oasau tart tlOWOA 7h.144157 13 PL rr V1YH7-�p r■2".f/p• AUMffUM A,ICIE 7 PEN SECTION 4.MW 6 A A GIE X POP RIvwS ALUMNA AfI A lFA pP 1•a 2" AEAE IEC Wr PALE 1 (A9 OR ipNAraAWAY FROM S ��ANCHORS 1 1 srROcnmE S solo-arr Nair To HOST' PEA sEOTIow..mcEr! W a/16•POP RNETS. TAcx tFn a ra• ANGIE MOUNT o EXT TOR ELFvATION Nam:SIMILAR AT HEAD PLAN VIEW A—A OR MTN ANclES- \ AND SILL AND BOT}I SIDES `�\� OF PRODUCT c2�1 1/4••.Ja (=I ' ®+ OPTIONAL SIDE ANG F TUC:OR 7;,,.POP `Y' 1 1/2'•1 1/2'•1/!• p'-y NYLTS PER ArICIE�- � A BMW OR7U R TO WALL(2 RECUIREO) (TOO SECTION�.91FET 8) 1/4'D TAPCON/ `\ -FEIX ANIM Ek ANGIt 70 SUB 1A4•• 1 AM- IN PfpT BE FLAT �0fe asDO D p '0.00• •' 4� RNM at f/46.S14'TOTS MST=SmUmm • 'i 0 1r CC. 3 1/2'WL q CORNE_ P05T 4 ISOMETRIC �Or eONcanE V MV.AT TOP AND WMM WM) g .L�PPM= SE nAT 2 OR L END TRAPPED END C RNER POST CONDITION W f FLAT END NCROONIN.SILTION aaaquneupgF� f1ORHIA BUMOM CODE(Hlph t Nen 1#ph VNedy H/mtpane Zone) `S�.'�}DENSF'••• 'may ®2=TRTEOf1 OTC. TITAN B FOLDING IMPACT PROTECTIVE SYSTEM DRAY Bn END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (SAS APPLICABLE) N0.44167 _ a/Fpna2p * *_ I L E C O iwc. FOLDING SHUTTER CORP. DA,E /7 STATE OF R+o•ENOINLEMNO COMPANY 1w YAM Ulm no OF.AVID �a. 9 NE N.C a 111.E YR6T fYY/fAO4 M1 SS404 .,G�-t1m...1 taD16n.,vt f40 fEOp-M2-uTf 20—t90 0( .FCppiO�`. •-mFai:Fiwrno„1mm --fdd mAWINQ No u-0ap67to \����' WA1.iEN A A 1,P., •n �® rvar tv.r ntasi� tar. P.E SE TIj'D•• tVi1L'•� FICRIM U0./44167 ,r m A..o /I . SHUT 81 OF 13 WALL FINISH . OPTIONAL RUN HOOD .(RON-STRUCTURAL) WALL FINISH JIW*SS.S.M$.W/1/2Y 0/4' III I •� O.D80'THICK SS ROLL . LONG xn.Dx BUSHINGS(Typ.TOP) ER MUSING LONG 1'LONG(Typ.BOTTOM).B(CEPT AT ROLLER HOUSING(TYP.) . a O.O1m'THICK SS.ROLLER HOUSING tea-Z �N 'l'« OPTIONAL RAIN HOOD „J.: ••}e♦"iN;".. 12)NYLON �3 '+.i. (NON-STRUCTURAL) _Z .F11•�•fix. �•O.assRo RS lAlt 2 M CONE YLppD 1 3/18'ALUM.POP READER RE.W 'w 810 x 3'S.S.5.45.W/ B•O.C. ). O RNEI' O 1 0. _ O.J73'LONG NYLON 0.163 BUSHING W A O.iSD' 552� WTfEC110N 01 TOP SECTION O.S00' 1 18J i LONG m x0.030• 1 _ { O.D.AND 0.245•IA,AND ULTRAFAB O { 0.223 LONG liOT'TOY WEATHER I ! f +` 4 SECTION 0320'O.D.AND STRIPPING EA ®t c ;;� DS 3/IB'U.W.POP { 0.245'id. 610E(TYPJ RIYETS.O 18'O.C. (TIP.) TPSI •,r,r..�. 1 2'k4'CONE,woDO 1 MIN.SEPARATION &s 1 MIN. CLAW SEPARATIONG4ASS (SEE SCI£OUIE f Of HEADER REG'D, To (SEE SCHEDULE ! Of ON SHEET 13) t � ON SHEET 13) ®t J � 210'CONT.WOOD PLATE REO.0. WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 1 ''� I 131p1$D0011 I31 WAIL FINISH WALL FACE MOUNTING NSTALLATION SECTION INSTALLATIONS DETAILS INTO WOOD .♦♦`�♦a�Ip,1 LTIL(�''''4,. FLORIDA OWLMO CODE(Nigh!Non W vdo611p NMfftom Zone) t SEE LIMITATIONS FOR ON SHEET 2 =`Q:•' ENSF''•.; �'�- ® n 0°�• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D'�Oy- S�: N0Tt5' F E FOBI NATION OF SECTIONS: is�$-- OR4'4167 - 7/t1- FOR WOODFRAME CONSTRUCTION:WOOD MEMBERS TO 9 IL ECOtMc. FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 EOVAL MOUNTING SECTIONS CAN BE COMBINED * - TESTING&ENOINESIDNO COMMNY 180 MARTIN LUIRM KW JIL WD ANY WAY TO SUIT ANY INSTALLATION. ! ATE OF a 7M 61,sh 3m,wmxu—L n 33Im rrmT PAY n 3JNG4 20-T 9C N Pem16n-tan.It N Omm-1m1 YNt 166D- i111 QQ• = -ma11:UD�=L— .�W.rdaOp�hulMrwoan DRAPING N. ♦ WALTER A Jr,P.E �'.Y mOmN 'u ar.r a9tAwu �vl P.E SFiQj9 ,•4 ♦� FLORIDA UD.+7617E"167 m ns /N . - - SLEET lO Or 13 r 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS a WASNQ2 O 6'D.C. 4kE'(1dI.)E%5IDi0 WY BFJII RE STRUCTURAL.A➢EO a OF EXISTING IY000 BEAM 10 BE .�^ CERTIFIED BY REG6TERE0 ENGINEER OR ARCHRECi PRIOR WALL TINES/, O.DW THICK S.S. t SEE(IMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. E ROLLER HOUSING 2'x4' OONNIECTICN C4 CONT. OPTIONAL RAIN HOOD NOTE FOR COMBfNAT10N OF SECTIONS: WOOD EQ. EQ. (NON-STRUCTURAL) HEADER REWD. /IOx3'S.S.SM.S.W/1/2'P x3/4' IN MOUNTING SECTIONS IN BE COMBINED CONE Mq Od k LONG NYLON BUSHINGS nfW TOP) IN ANY WAY TO SUIT ANY INSTAL1AT10N. AND f'LAND(Typ.BOn01O,EXCEPT :4:•j / AT ROLLER HOUSNG(TYP.) NOTES: OPTIONAL RAIN HOW cX / /(NON-STRUCTURAL,) L> i=l -"•^ = 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO '....... :-'t=' (2)RMN BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL awl sit •. j I ROLLERS •f �+ 1aa�� Tl jl _ _ J/16'ALUk gb RNEIS, 110 x 3'S.S.S.Y.S.W/0273'LONG NYLON BUSHING W/A 0.150'LONG TOP SECTION 3/18'ALUM. ALTERNATE LEG O 15'D.C. 0.Mo.O.D.AND 0.245'Ld.AND 0.223'11XXi I P RNETS, LOCATION WNL BOTTOM SECTION 0320'033.AND 0145'Ld. I O 1B'O.C. I (SEE NOTE') 0.163'x0.270SO.O3D' I c") MIN.SEPARATION I S�TRppNG FAA.WEATHER I TO GLASS or t (SEE SCHEDULE ® ON SHEET 13) a Or t c� YIN.SEPARATION MRL SEPARATION TO GLASS LASSDWG (SEE MHEDULE (SEE SCHEDULE -" ON SHEET 13) T or ON SHEET 13) or® t ®t �V�yy T or t " ALTERNATE IV ALUMALTERNATE ERNA E LED OPTIONAL i GUARD B POP RNETS O 5'O.C. r__r.='l r___-r„------`- �' " (NON-STRUCTURAL) ALTERNATELOCATION AT REAR.-� i i' LL .JJ ) (SEE NOTE•) (SEE 1107E I it LL1JJ li - rNn T• I jj 1 POP AR. 1 li ii �I 1 i ;I Y AT REAR 11I WOOD 9 PLATE I 3/18'ALUM.POP RNETS � n y REO'D. =, T___r O IV O.C.BOTH SIDES S 'V v I I ,j 3/18'ALUM.POP FINER" O'D'O.C.BOTH SIDES IPA W EQ E0. DECK REQUIRED O. g Yx4'COM. (NO FINISH ALLOWED) 4 1/4'o x 3/4'TENS SCREW 1/4'0 x J/44 TEKS SCREW WOOD PLATE 1 I N.. OR 1 4'x 3/4'BOLTS W/NUTS ,.A Wf 5/B'WASHER OR REO•D, l Lc 5� WASHER O 6'O.C. 111 CpNFLICN CIS 1/4'x 3/4'BOLTS W/NUTS k WEiFlC110N a / 5/B'WASHER O 4'D.C. I I )r 2'YIN.CO. 2'UK E.D. C3 WALL FINISH ( WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW (BOTTOM) SECTION 7W SECTION 4VIC ..—�""'""""Ila TiL(/p J,,,, FWItIDA MWINO CODE(Mph!Non Mph Vdoaft Nun9oat 9 zoos) MTE 0- LTL"RNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN 0=0 T�IIO w- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D^ m B"• No.44167 7/,D/202D INSTALLATIONS DETAILS INTO WOOD = * _ IL Eco�Nl:. FOLDING SHUTTER CORP. DATC SCALE N.T.S. S?ATE Of TES7INO!ENGNEOIMO COMPANY t1Nt MAITTIN LUnmt KIND AL Nvo r. a..m Ne�Ax 4.mrs n 111Y WE6T TAW KACN,1L 33104 20-190 ' aexn,mo.I..:L�mlo�,m, r4nteoD-943-S"I ''•i Oi4''••• •' ��: 4 wL OOIl�x7t13 �.fWdY1px11uMwwaa MAW=No WALTER A Jr.PT_ m nsoax oY[ P.E IIIII••IIIHIt,,\,w FLOFIMA 44167 MIN.SE➢APATION 1 SCH To GLASS Mw. GLASS Gr ®t (ON 99ETT 13wi y TD Glass �j I (OONN SHEET SCM13) Or® ly LNY A OPf10lUL RAw GLtARD I (NON-STRI1CTUfTAL) /11ERNATE 3/16'ALU 1/1'r R 1'lE1f POP Po .SCREW OR 1l44-DOLE• AT ROR 'W/Sfiflt 'O.C.&I s'ALUM.POP RIVETS 10"O.C.BOTH SIDES p EAPPLICABLEOSLA _—_-- ,! EDGE OF SLAB IF APPLICABLE ALTERNATE LEG B CONEMM CT e ANCHOR(SEE NOTELOCATION B DESK REQUIRED WOOD _ DECK REOWRED (ND Ilt16T1 MIOWFD) COL.Ef:+�7N Q EDGE� f 2'MN.EA. _ EDGE OF 2 Mw.C.D. APPLICABLE J- SIAB IF APPLICABLE t SEE UMITATTONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION El tSECTION 78W (BOTTOM) 1""" E0. �,'MN.ED. NOTE FOR COMBINATION OF SECTIONS: 2E5K MR WOOD 1- MOUNTING SECTIONS CAN BE COMBINED DECK REOUREO (NO FlNISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SFCLAM ON FLOOR MOUNTING INSTALLATION 2 4 COW.WOOD E GLAD �S: PU11E AEQ'D, —\ (SEE SCHEDULE SECTION 7AW (BOTTOM) \ ON BEET,37 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL,FINISH ®t bk (3)5/16•r LAG E EO 2' 2- SEE SECTIONS BIN or k 14W FOR MAX.A.S.D. DESIGN 8 i SCREWS W/2 IQ'MIN. MIN.ED. PRESSURE RATING k SPANS 1•,4':1/B PENETMBON AT IQ' 5053-T5 ca. (2")OF RWrEA/TRLLSSFS W `. ALUM"TUBE 1/4 E4'(6063-Tfi)FIAT y �— TRUSSE5N OR RAFTER 22x wowKA4'MIN.WOOD PLATE W/10 6'0.a0.TEK AT 24"O.C.MAX. STUDS O le O.C. SCREWS C.1 BETWEEN TRUSSES OR 0 30D' PLATE W/1/4"0.1"TEX ? PU7E W/1/4'/a/•TEK -„ (2)1/4"0 TA('CON DR 1/4•0 LTiETE-FiDf SCREWS O 4K O.C.IN ANCHORS OR#14 NDS WOOD SCREWS 09 1/4'0 n 8 BETWEEN TRUSSES _ EDGE(IF APPLICABLE) NOS LAG SCREWS AT MIOWIOTH OF EA.STUD W/ --- -- 2 1/2•Min.T10IEADFA PENETRATION INTO WOO a MUD t/4'r•3/4'TB< 1/4'MAX.PLYW'OOD•EXLSTNC SOFFTf. EG.-� SCREW OR 1/4'-20 K 3/4' (2)NYLON S.S.BOLTS W/NUTS Nk ROLLERS r.----/10r3•SS.S.MS.W/1/2'4 nT/4'LONG WASHER O IF O.C. 0. NYLON BUSHINGS(Tjp.TOP)AND 1'TONG 1/4•r s 3/4'TEX 8 1 CCryp..)BOTTOM).EXCEPT AT ROLLER HOUSING - SCREW O W O.C. /,0•36 S.S.S.U.S.W/ F MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373•LONG NYLON BUSHING W/A 0.150' i INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TOP SECTION 0.500• 0.153E0.270' G.D.AND o.245•r.e.AND Ko.o3o' MAX.A.S.D. DESIGN PRESSURE RATING- +80.0, -fiO.O PSF 0.22.1'LAND TLOTTOM Mw.SEP.". ULIRAFAB � INTO WOOD SECTION LONG-TT AN0 TO CLAM WEATHER r Q n aAALHLHHMFNM,A, FLORM RURWO CODB fth a Non Mph V41oD11y NMR(OOIM Zero) 0.245K LQ (SEE SCHEDULE STPoPPING FA Or®t SCALE N.T.S. (TYP.) ON SHEET 13) SIDE(TIP.) �.`� ,.........,/J• � G2020 MLMO W- TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 00"!Y, �P'uCENSF' ✓� M.P 4167 FOLDING SHUTTER CORP. ' DATE HEADER TO TRUSS MOUNTING INSTALLATION * NrxTr TE971ND t HO/GINEERING COMPANY Im MARDR umn am a BLVD �� eSt!u.]1w.a.as aos woeu,wo0a n J,lee WWr PALM �33404 20-190 SECTION 8W (TOPI �09n STATE OF .°0'0Wn:Iun1e m11m,"t' ..�+aolMtpnunu.rim MMWWOHo �444: WALIEH A LL5f7T1 P.L ar.r mvnr, om o.r ra MAX. A.S.O. DESIGN PRESSURE RATING +60.0, -60.0 PSF p,� IY`r���, FLORIDA Ik.f Jr. m n m vrn SHUT tx OF n i %IMUM WIND PRESSURE (o.a.f.l CONNECTION CAPACITY SCHEDULE CONNEC110N 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) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE mmm spas A am AunuaS CONCRETE CONCRETE BLOCK STEEL WOOD PRESSfIIO: FOCM CON. ANCHOR ANCHOR ANCHOR Pasnrvc wAmE AT1w ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (+F1pommm PAEMM a emwu TYPE SPACING TYPE TYPE 0.+> h-> TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psi 144.0' 144" 180 lb/ft A B C I A C E A C F A B C A C fiD.O" 60` 88 lb/ft 9 425 LB/FT - 157 LB/FT 134 LB/FT 256 LB/Fr 397 LB/FT g 417 LB FT - 388 LB/FT - 134 LB FT 35 psf 100.0 100" 146 lb/ft Cl 6 473 LB/FT - 418 LB/FT 236 LB/FT 202-LB/FT 383 LB/FT 432 LB/FT C1 461 LB/FT - - 202 LB FT 144' 144 210 lb/ft ft 12 367 LB FT - 4 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB Fi - _ 60.0" 60" 100 Ib ft C2 9 456 LB Ff - 362 1.8 FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT 334 LB/FT 142 LB/FT 40 psf 100.0 1o0' 167 Ib ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144' 144" 240 le tt 6 525 LB/FT - 419 LB Fi 312 LB FT 134 LB FT 353 LB Fi 443 LB FT g 562 LB/FT - 419 LB/FT - 285 LB/Fi 6D.D' 60.0" 115 lb/ft 9 390 LB/FT - 309 LB/F7 157 LB/FT 134 LB/FT 257-LB/FT 329 LB/FT 9 372 LB/Fi - 309 LB/FT - 134 LB/Fi 80.0" 80.0" 154 Ib tt C3 6 496 LB/FT - 375 LB/FT 238 LBfFI 202 LB/Fi 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psf 97.0' 97.0' 187 Ib ft 3 813 LB/FT - 572 l9/F7 328 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 3 760 LB/FT - 572 LB FT - 304 LB/FT 115.0' 115.0' 221 le ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 9 445 �f� _ 370 LB/FT 134 LB/FT 144' 144" 276 lb/ft C4 6 592 LB/FT - 448 LB/FT 235 LB/FT 202 LB/FT 357 LB/FT 483 L9/F7 _ - 60.0' 60.0 125 lb 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.D" 187 lb/ft ft 281 LB/FT _ 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 pst 100.0' 10D.O' 208 Ib R 9 226 LB/FT - 224 LB/FT - 83 LB FT 120.0" 12D.D" 250 Ib R C5 6 21 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT C5 6 339 lB/FT - 334 LB/FT - 125 LB/Fi 144' 140` 300 Wit 843 LB/FT - 243 L8/Ff 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.0" 60.0" 138 lb/ft _ 273 LB/FT 325 LB/FT 2 - - 138 LB/FT 102 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0' 61.0' 1B7 Ib ft C6 6 10 LB/FT 487 LB/ 323 LB/FT - - 207 LB/FT 153 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 55 psf 100.0' 100.0' 229 lb/ft 822 LB/FT 975 LB/FT - - 414 LB/FT 307 LB/FT 120.0' 12D.0' 275 lb/ft ft _ - 3 663 LB/FT 756 LB/FT 646 LB/FT - 4 289 LB/FT 301 LB/FT 183 LB/FT 114 LB/FT 153 LB/FT 137' 134` 330 lb ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT' 236 LB/FT 183 LB/FT - - M131' 60.0 150 lb ft 2 - _ .. _ - - 3 310 LB/FT 315 LB/FT 244 LB/FT - 80.0" 200 lb/ft ft 305 LB/FT 12 388 LB/FT 460 LB/Fr 409 LB/FT - 100.0" 250 lb/ft 12 491 LB/FT 596 LB/FT 409 LB FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT 691 LB/Fi 614 LB/FT - 115.0' 288 lb/ft co g 736 LB/FT 894 LB/FT 614 LBjFT - - 397 LB/FT 252 LB/FT 6 777 LB/Fi 921 LB/FT 819 LB/Fr -128' 346 Ib ft 6 982 L.B/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 59.0" %0" 65 psf 92.0' 92.0" 249 lb/ft 100.0" 100.0' MiN AR SEPATION TO GLASS SCHEDULE ANCHORS SCHEDULE 9SEE GENERAL NOTE C.2 ON SHEET 1 126' 123" 360 Ib ft 60.0" 60.T 175 Ib k ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 1DO.0` 100.0' 292 lb/ft.ft. SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121" 118' 374 lb/ft ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0 59.0' 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4`0 TAPCON W/ ADVANCED 3.50' 2.50" 4 N/A 4.00' 4.00' N/A N/A THREADFORM TECHNOLOGY 75 psf 100.0" 100.0" 313 Ib 1t 5'-10" 2 1/2' 1' 2 5/8` 117" 114' 387 Ib ft AS LESS B 1/4' 0 x 3/4' SOLID SET 3.50' 3.50" N/A N/A 3.00" 3.00" N/A N/A 80 psf 113' 111" 400 lb it rOp 107" 104" 424 Ib ft >5'-10" 2 5/8'+ 1" 2 3/4"+ C 1/4' 0 CRETE-FLEX 3.00' 3.00' 0 N/A 3.00` 3.00' N/A N/A 101' 99" .7 Ib ft TO 8'-3'94' 90' 468 Ib/H 1/4' P RW-BUILDER 87" 82' 404 Ib ft >g•_3• E N/A N/A N/A 1.00" N/A N/A N/A 2.0 80" 76' 483 Ib ft 3 1/2' 1" 3 5/8' TEK SCREWS 74" 70' 464 Ib ft TO 12'-0" F N/A N/A R N/A N/A N/A 2.00' N/A 14 NDS WOOD SCREWS OR 6 " 66 483 Ib ft1 4' NDS LAG SCREWS 65" 62 483 lb/ft d AS DEFINED BY ASTM E-1996 STANDARD. ,�1LnNNNNfrr FlDA1DA QUIIJt#!0 OWE(Mlib t Netr Rlph Vdoafq Hurrlwna ZODa) AliQ03l + EXCEPT THAT 3 5/8" SHALL BE USED v EH /j i mioxD DFAWN en i TITAN II FOLDING IMPACT PROTECTIVE SYSTEM L+:MA70MUM ALLOWABLE PRODUCT BAN FORA FOR MOUNTINGS AS PER SECTIONS 3, `�`V ✓'�i� N.P GM POSR&A.S.O DESIGN PRESSURE RATING. 4, 4A & 7A. �VQ,•'•�\CEN$�C L-;MAX.ALLOWABLE PRODUCT SPAN FORA 7�r0/aOQo GIVEN NEGAINE A.S.D.DESIGN PRESSURE`' 44167 c IL E C O 1Ne. FOLDING SHUTTER CORP. owi< RATING. D• ilWCTCSTINO L ENDINEHIING COMPANY 1E62 MARTIN WOIDI I=FL JR.DLYO RNAL MAIDMUM ALLOWABLE PRODUCT SPAN 6 7// * i„�Na.xa.a w.m wma diem,a a,e War CALM r-443 s JJa71 20-190 EQUAL 10 THE IdIBIA1fIM DEiflOIRNm PRODUCT :, ran,WS..t.to.r.:pmlm-,a�, MU 16D phuff nt o•, STATE OF .mor.mc�e"oL�o ....rwmwnNna..om muWDa No SPAN BERYEFN"L+"AND'L-' �_z G-00087l9 WAL7FR A .. Jr.P.E. •�•r ®� P.E ' ..;(•�; fl01NN1 Uc./441 W ; m nst - sXEEf 13 OF 13