Loading...
HomeMy WebLinkAboutProduct Approval Business Professional Resnul06 BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge Stets&Facts I Publications I Contact Us I BCIS Site Map I Links I Search 1 Florida _ pr ` : Product Approval S/ USER:Public User r tto Product Approval Menu>Product or Application Search>Application List>Application Detail ���� • a OR FL# FL17080-R3 ®® �® -T* Application COVE Type Revision Code Version 2020 � ®� Application Status Approved ST a 13 5000 Comments Archived 0 -file C:®91 Product Manufacturer Folding Shutter Corporation y Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 Ext7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 COL COI Folding Shutter Corp Titan II Drwg 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 Drwg 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 Drwg 20- sheet 13 for additional spans and loads. 190.12-df Created by Independent Third Party:Yes Back Pfext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in.response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE2020(7Lh EDITION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVHZ). - 1/4'0 TAPCON W/ADVANCED THREADFORY TECHNOLOGY,OR 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ITW/BUILOEX, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR/ 14 NOS WOOD SCREWS OR 1/4"0 NOS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS ISM(HVHZ)@ 160(NFIVNZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NDTE5: Kd=0.85, USING ASCE 7-18 AND SMALL 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.9 MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4"0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D.) 1/4'/NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU CB 'DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C3, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS StANCHORS 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 WASIM USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C•2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAO 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 W)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626 k 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)h AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NDTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION ISIS t 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY=33 K51(MIN.)MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D Q @ SHALL BE# 10 x 3". 41O-HT MINIMUM SERIES W/ 173.6 kcl YIELD -1/4'0 ITW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. Home 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF TTW BUILDER TEK SCREW 1". FOR 6063-TS ALLOY AT SLATS SHALL BE Fy=25.9 ksl.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 316 SERIES W/50 kst YIELD STRENGTH AND 90 k01 TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL RW/BUILDEX TEX SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION B. R 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 BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLACK OR WOOD FRAME BUILDINGS. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k01 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 LOCK ALL 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 1709.9.3 OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN. 1'C=3192 pd. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN.VC-3000 psl. - 1/4" 0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. T'C=3350 p01. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER 15 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;LP.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFT SAFETY OF A.2)3/4'SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8') INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2" CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON HIND SUCH PANELS.THE EXISTING WALL FLOOR,ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL W ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 O 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 (0) TO EXISTING CONCRETE BLOCK WALL-ASTM C-90. TO'THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX, INC. (E7 THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4"0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES THIS DRAWING SHALL ONLY BE USED TO OBTAIN ' ' PERMITS IN THE STATE OF FLORIDA B.1) MINIMUM EMBEDMENT OF 114-0 TAPCONMINIMUM EDGE DISTANCE(ED.)SHALL BE ASH HPER SHEET 13!NCORS OR 1/4- CRETE-FLIX INTO CONCRETE BLOCK UNIT IS 1.1/4' AIf FLORIDA BUILDING CAE(FOOh t Non High VdoCRy HuLTloa a Zone) 8.2) 3/4" SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8') INTO THE CONCRETE BLOCK UNIT. NO .`�•;' ��L NS v�1 � ®tmG mmo M.P Im EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.5 SCREWS USED SHALL BE 1 1/2' LONG F• .. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By' MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WAILS WITH NO STUCCO. � � 44167 '' B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, - C FOLDING SHUTTER CORP. 7/tG/xozG ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 'LIE y O INC. an S7ARIE OF TAUT ME"NO h ENGINEERING COMPANY IS82 MARIIN UM=MRO JR.IILYD SHALL BE AS INDICATED ON NOTES B.1 R B.2 ABOVE. l7 ti5eo�y, m 1 n a,� WEST PALM UACK n SUOL ,lG��� �M.,(xb7�:^10.1G.Rn,hmpn-1N1 PH:ID00-W-{371 0 R I D P_• .-m cA u �o�ol.00", DRAWING N. 70 YULORI A 7 Jr.167 P.L /III' 1NY� ���•8GJIT H a.,rm SHEET 1 OF 13 s.aaa- R rim. 'QL• a� ��_• � aS� � � .oez• ryas- �C ©SLAT waw• ms• Y �• 6063-T6 ALLOY ® SLAT UNDOW Q L_END Q FLAT yw (TO B FORA TALlATIONS, 6063-76 ALLOY 606J=T5 ALLOY 6063-T5 ALLOY © X�'ERIOR CENTERPIECE MAY INCLU BONS AS PER (TO BE USED ONLY FOR INSIALLAAONCS INTERIOR CENTERPIECE 6063-T6 ALLOY DETAIL ON SNEET 3) 30 FEET OR HIGHER ABOVE GRADE MMURED AT BOTTOM OF OPENING -T6 SOY SEE COMPONENTS 20, 21 &22 ON SHEET J) awa I.Udi'� .N,• 41/3• 2,Ja- 9.120� 27M'—j 2a7P- - 263Y � � 8 � 1.D➢Y��1 •t� �� S ei 'Va• I - [;{� N I IOU- 8 ./00- • •rJ .a9.T• ,cw .on' � r I.seY .ass- �• � .: .oes- N f � �— I �.oaz• � .oer• SnT 20A• J © WALL HEADER © 2" MAX. B.O. CEILING HEADER 7i� ® BOTTOM SILL TRACK ® BOTTOM �THACK ADAPTER 6063-75 ALLOY SILL/IIEAD TRACK s3-T5 ALLOY 6063-76 ALLOY 6063-715 ALLOY 606J-T6 ALLOY saY lass t2 I •ate COMPONENT a h t1 t2 I c 2' S' MAX. 0.125' 0.125' � N y� ry •08�- y � � 2' 4'MAX. 0.25' 0.25° Irv, .oss• I �I p © 1• 2' MAX. O.Ofi2' 0.062' aue- ©1 ALT. BOTTOM TRACK ADAPTER ' BOTTOM RAW GUARD ©3J ALUMINUM ANGLES ® RAIN HOOD 6063-T5 ALLOY 6O6J-T6 ALLOY 6063-T6 ALLOY W63-M ALLOY I COMPONENTS .saa- grd Nt Vek d1j ) --{L-�-� , ```\�'� /( Ir/i� FLORIDAFI+ORNA BURDINO CODE(High t Non h Nurttean�Zone L i � � � ```�P',• CEN ' ®:ow 7111ECa INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °"A1. IT, 3 8-0-16 ACETAL J = No.44167 L- 9 7/1o/samFOLDING SHUTTER CORP.f LOCKING TUBES 200°' * 1 L E C 0�N�. a,E THVlI1l7SlilLC/II S nLL1T�fEUMO!MCINUMNo COMPANY ,am WIVE ISM IMO JL Rw AT CENTERPIECE CORNER POS °� STATE OF 0. ,.� a,m Wm Pp"t�n.&U" 20—�eo k. °': ,-,sa.Fa.:tsm M 00a-Wial1 F MUaB:tQle,aOaolcoUl �r fowmplw bn aMT,NO No FOR lel& 606J-T6 Actor 6063-76 ALLOY '.,�.c'•. (ORIDP'.•' CA-UMU711 Jr.,� W1LTER A Muff E P. ar.Ir oov:aw • pma'��/ANf - iGOifi'fL�v! RARIdI U../44107 /1 S—HW 2 F O 1J "7!I IY Fi L q 1T roEtAvm i (/J1 ROWS OF mo i �m rrw� + s ' E44 SPACEDi EDGE i V-111, 00z-CLIP EACH SIDE TABLE 1: SOURCES FOR & OO DIRECTIONS. i ; i OF WINDOW(SEE TABLE 1) GPDOAsscars o�� OsuTS 3TA" SAYER stmc aWaairYE q� I O O WUCl2E I Nro ; T/PrcAr PRaPFr7I�s It!) O O (TYP) ' 7FJA'AL 5L'FACE /MASTIC (n,P) lLCALUMMON Ji LFXAN 10 RIM a i 0 0 i ! PHYSICAL' I O O I WEWNNO SPECIFIC GRAVITY ASTM D792 0.043 ID/In' am 15/In' 0 O I m�-m— WNDOW A&CH N_i<0 I � _� TENSILE YIELD STRENGTH ASTM D838 9.400 p.J. 9,500 p-L FLEXURAL STRENGTH AT YIELD ASTM 0790 12500 p..L 13A00 p..J. FLEXURAL MODULUS ASTM D790 U0,000 W. M5,000 p. L IN Z i _ + 2 p x ryas)ny SNAP-M ENO pdp� y 1 MAX. i 3 ,��o /0L,-��. �M NaTGNm IZOD ASTM D258 1 e Fr-ro/n n Fr-le/IR (SE TABLE 2) FlR R IRYwQ[NaR�L'!r?I_n!(�c: ASIM D2613 47.2 7G Bls E MAX RATE OF 11ulaHwc Am Da.s c-1 awls c-t CLASS h qq I ' lJ i I 1A SELF IGNITION ASTM D1929 1040'F 980•F DIi i SLAT WUMW 13 i i SLAT WWNOOW _ 0.060•THICK YNAItEIRM ASTM 0155 CT2 I I U i I POLYrARBONATE HEWING TENSILE STRENGTH AFTER WEATHERING ASTU D638 9302 p.J. 8540 Rai. HWN°OW(SEE TABLE 1) �� TENSILE SITRESS BEFORE WEATHERING ASTM D63B 8481 p-L BUD psi. 1.000' i -MAC (2)WN IN ONE MAY BE ONE 9AT SPACED v m i MAX. 7 I A MMWMUM OF 24-APART. PADI 12'MIN.FROM ENDS OF SLAT TOP&BOTFOR - scar MUST UWAILm AaACENT TABLE 2: SOURCES FOR i OI i a �I TO dAFRPlFCES 4 OR r NOR AT CORA'FRS OF PRODUCT. 57ANBRRO (LISTER TOOL COMPANY SOg -� I ® SLA wnmOlP DETAFL TY, L" IRVERE E OPERYW &A,N PART ]$� i 0(00 I I i I 20 (ELEVATION) PHYSICAL' SLArS + 0 :00 , SEATS / i SPECIFIC GRAVITY AM 0792 0.042 TD/In' N , , KNU l4EWNG MECKANRCAla LIMP) I 0o0 i (Typ) , , i I WINDOW TENSILE YIELD STRENGTH ASTM DOS 11,500 Psi. O00 (J)ROWS OF , i ; ¢ego• FLEXURAL STRENGTH AT YIELD AST/D790 15,000 ps.L O O ; 1/4'0 ROLES i e FLEXURAL MODULUS ASTU D790 450.000 P.J. O FA SPACE ---- - ; Lys +zsay. I J/B'APMT i ,�•mys�ay� i i v q�• � NOTCHED QOD ASTM D256 0.6 FF-®/in ro aw�aonare i IN ; roaureortw i , DIRECTIONS. i + 1. ayv. COEFFICEM OF THERMAL EXPANSION ASTMD698 5.5 a 10 in/in-F 21 Z_CLIP © SNAP-IN END CIdP MELT9RQ TELPERATURE AAUL�D1419 XF -TOhim.E USED As AN oPnoN FOR ALL rNs7Acu7wNs ®SLAT iYfNDOW ELEVATION UNDER LARGE MISSILE.AMY INCLUDE PERFOM770APS AS PER 2) DETAILDDA TYPICAL n SLAT WINDOW DETAILS -MAX. (2)WINDOWS MAY BE IN ONE MAT SPACED "'".2, APART(MAx EVERY 1D SLA TS ). W/ 0 VIEWING WINDOW & R . 22 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) T(1)SLAT WINDOW ELEVATION -(LARGE MISSILE IMPACTS " A. Ti, FLORIDA BUILDING CODE(FQph Noe Nlph Vdocily NMRTkem Zone) 02MO TILTEC0 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM wAWN n'' M.P No.44167 FOLDING SHUi(ER CORP. 7nDi2D2D O IL E C FMB. DATE TESTING R FJRdNHEMNO COMPANY 1882 YARTN WfM XILil.UR BLVD s a v(s W61 PALM 6Lx Fill.33404 1600m -19020STATE OF .HuIm0-+ml -1:ut_ftds a+n.FOMYggwNarwawn "AWING No WALTLR A RIln Jr.P.E. an.r wRslol aR[ ats r a�sl ms P.E.SF � ,{IyEJMTE• .\C� a, FIDRIM W./ P.E. aR nm /I a _ _ SHEET 3 OF 13 2 Or O3 W/ �3 ,16 . 1© OR 19 4G 5 ® (2 M L5 w 2 z USE (2) AT 30' • O.C. FOR SPANS 1 o Z • NOTES ON®& LOCKING TUBES®AT 40&en 0 ®• X� _ UP TO 99" o_ _ 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCTS MIDSPAN SPACED :3 AT 30' O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER USE(3) AT 30'O.C. v o FOR SPAN LARGER SPANS SPACED AT 30' O.C.AT MIDSPAN. COMPONENT MAY BE rn '� THAN 99'UP TO 144" I STALLED INTERIOR OR rIOR SCREWED 70 TAPPED ENTERPIECES 4 OR 5Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w Z N Lt a 2.(2) LOCKING TUBES SHAALWAYS BE USED TOP & BOTTOM AT o v) PRODUCTS CENTERPIECES 4 OR S AT ALL INSTALLATIONS. LOCKING TUBES 41 OR 1$ (2 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. � � t i t SEE LIMITATIONS FOR©ON SHEET 2 I L., l END CONNECTION DEIAI LS ON SHEEP 9 TYP.FULL H FOR 6 � O� O+ 13 � O+ 1 S �®+ 13 CONCRETE, CONCNC FULL BLOCKCK O OR WOOD INSTALLATIONS. O 9 + 10 9 + 10 + 1 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION 4 S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. 111111NHNHi���� SEE SECTIONS 4W, 4AW & 7W ON SHEET EE SECTIONS 7AW, 7BW, 8W-& 14W ON SHEET 11. 1 12. �� �ER A, Nil�0�� FLOMDA YUILDW CODE(HIgh&Ron High V6le6dy Hurd ans Zone) S `\CENsj'.• 'may m:axo Tameo me TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °RAWN By' M.► No.44167 = IL ECO�N�. TTER FOLDING SHU CORP. '�o� * * S7A7E OF LUrTESTING&EN NEERING COMPANY 1663 MANOR Eunn1 KDA A 6wD m>R�,�,way n WEST FA W BEACH.FL 334G4 20-190 (Joe161h,Sv.w,(mlHI1,-t9, PH,1�0-MS-6A/ ;�� F�ORIDP;• a- N OGCoaaoLrom w,n.1 mpbux,n.00m DRAWING No i F•''... ..•\���``�` WALTEFCAil000871-P.E P.E SFAL/S!I „I y� 1,`\\11 FLORIDA Lin.67 , as,rm /, SKEET 4 DF 13 POURED CONCRETE OR CONCRETE BLOC WALL REQUIRED.Coom � OPTIONAL RAM HOOD ,,--�� ..OPTIONAL RAIN HOOD POURED CONCRETE DUSTING NON STRUCTURAL WALL ' / 0.060•THICK SS. ( �''(NON-STRUCTURAL) REWIRED. TRIM(DECORATVE HEAD) (SEE SHEET 13) TOILER HOUSING (NON-STRUCTURAL) Ir/ / / •) g 1 MIN. 25 F- MIN. ,(�] } MIN. ED. • ��//j 12 CONNECTION Q �, OPTIONAL RAIN HOOD 1 0.855.6(TYP) r u (SEE SHEET 13) n (NON-STRUCTURAL) #10 R 3•S.S.SM-&W/ d 3/le'ALUM. 0.373'LONG NYLON W I 13 1 BUSHING W A O.1S0' t 3/16'ALUM. POP RNETS, / CONT. POP RNETS, O 18'O.C. I (yi4• ,) LONG TOP SECTION O.SOD' 0.1ti3'x0.270' O 18'O.C. O.D.AND 0,245'i.d.AND �. 1/4'0 ffW 0.223•LONG BOTTOM UO. O'' / BURDEK TAPOON SECTION 0.320.0.0.AND WEATHER J I MIN.SEPARATION W/AWM!CED 0.245'f.d. STRIPPING EA. _ POURED CONCTE RETE TO CLASS THREAOFQfUI SIDE(fYPJ ' Or Iy WALLOR REQUIRED.TR.00K i(ONSH�EET 13) T Or § 1/ FLOGYLCO OR i SCREW OR11/48-2011' �3/18'ALUM. t B CONSTRUCTION SS.MS® WITH NUT Ak POP RNETS.PTL7DuCT5 I WASHER O 4'O.C. O 18'O.C. T Or POURED CONCRETE i 3 ammm ff o e'D.C. ®t 0W CONCRETE BLOCK MIN.SIFAMTION WALL REpUIRED. I T Of �V 1 SEE SCHEDULE or t t I 1 ON SHEET 13) ®T Si i z51 i MINT SEPARATION O GLASS ORURCONCRETE BLO ED CONCRETE CK / (SEE SCHEDULE SCHEDULE ml WALL REQUIRED. I � x� I ON SHEET 13) 1 Or ] F p( �ti 1� j a3 1/4'60W 1 1/4'bv 1'TIX ®t / SCREW OR 1/46-20A7' / / s BUILDE7(TAPCON MS NLIT\ J$ /THRE�MF'URM ANCED WA 0 4 a WASHER 'O.C.C. ,� p10cT•S.S.S.MS.W/1/2.0 % OO T/ LTECH � RR O 1'LONG NYLON BUSHINGS CONSTRUCTION I a CONNECTION Dt- / (Typ.BOTTOM).AND 3/4' PRODUCTS (SEE SHEET 13) j LRp��7HOUSI),EX(CEP AT WALL FACE MOUNTING INSTALLATION CRET—`/'�4'`FG„. � , � SECTION 2 EMBEDMENT O 6.O.C. (2'a4'YAIT.) WALL FACE MOUNTING INSTALLATION GPµC,OR /// SECTION 1 7/2 SPACING AN"UR SPAONO GROUTED BLOCK REQUIRED 0 0 0 (MIN.Pc-2 kAl GROUT)OR MIN. 2500 MM. POURED CONCRETE NIN. EDg EXISTING NON STRUCTURAL WALL TRIM(DECORATIVE SILL) O 0 O eL ANcHoR DECORATIVE WALL TRIM TRAPPED SPACING STAGGERED ANCHOR SPACING MOUNTING INSTALLATION DETAIL FOR 6 SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX A.S.D. DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE BLOCK ��.• ' C[�/j��'� FLORIDA BUILDM CODE(High a):Non High Vsluft Hutriaone Zone) SCALE: N.T.S. 1 ' C- 02020 WLTECO INC. DRAWN Oyl - TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MP NOTE FOR COMBINATION OF SECTION^y: IF: - N0.44167 E.D. - EDGE DISTANCE - - 7/10/2020 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) ��� TT` - 1 L E C O pNe. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. 7 . STATE OF TFSTINO A,ENGINEERING COMPANY 1882 uumN Eul1lDL KING JR FRw �% r F GRID ]at M R.Alea WEST PAW 6 ZH.rL 33404 20-190 wt-c'•�., C Pit-Raw.w.:LED RI-+ssI rN 1800-t 43-6T1t T SEE LIMITATIONS FOR®ON SHEET 2 i FJ Y EJ\��` m CA- �a l com ..ufWd np�nu hn am 0Mw0NO Na P.E TI s , WALIEF!A.0008719 Tdj Jr.P.E. •,: �• - 11 IN1NL`` FLORIDA Ua p 44167 m n-m n SHEET 5 OF 13 a 1/4'0 x 3/4'TEKS SCREW OR 1/4•x 3/4' BOLTS W/NUTS&WASHER 0 8'O.C. 0.060'THICK 5.5. 1 CONCRETE •POURED CONCRETLASS TO GLASS E OAR / ROLLER HOUSING i MM SEPARATION I WIN.SEPARATION REQUIRED I`(SEE STO GCHIDUIE I IS SCHEDULE— I OPTIONAL RAIN HOOD ON SHEET 13) 1 or ED.. ED. ON SHEET 17 CONNECTION 04 (NON-STRUCTURAL) I ) I -Oar (SEE SHEEP 13) e1Dx3'SS.S.M.S.W/1/2'o ALTERNATE 3/16'ALUM. ®t ALTERNATE 3/16"ALUM. ®tom' x3/4'IANO NYLON BUSHINGS NG CrI. p�R1VE7S®5'O.C. POP RIVETS 0 6'O.C. I / $ BOTTON)P)E)fCEPi'AT ROLLERAT REAR.I I AT REM. I HOUSING(TYP.) I I W r--�.uuu1WNL71tj (ROLLERS, z" �` "�= ) m •3 W D.B55'm(IYP.) I 11 I I �' 9 p ^ EO.EO h �1e•ALUM.PCP RIVETS 3/16•AWN.POP RIVET" I i.A a / 0 1V O.C.BOTH SIDES o 1D•D.C.BOTH SIDES I j/%/ LEG kujJ7C I 3/16-ALUM.PCP ORIENTATION RNETS O 10'O.C. SS.S' W/ 0.373'LONG NYLON BUSHING W/A 0.150' I ONT.0.183'x LONG TOP SECTION 0.500'I MIN.E�S ON 0.7�0'�G30� J/4'PLYWOOD PLYWOOD TO REQUIRED 1/2"MIN. REQUIRED O.D.AND 0.245'IA.AND (SEE SCHEDULE WEATHER 1/4•o TA'CONS OR ,4 0.22J'LONG BOTTOM STRIPPING EA 1 or _ C4 SECTION 0.320'O.D.AND O1'I SHEEP 13) SDE(Typ,) t d B ANCHORS�e'FO �. 1/4'7HRU BOLT W/ 0.245'l.d. ® _I WASHER&NUT o 10'O.C. EACH SIDE 1/4'THRU BOLT W/ $ / \_ I POURED CONCRETE OR CRETE-FLEX ANCHORS 6'O.C. � WASHER&NUT®5'O.C. 1/4'o TMCONS OR CONCRETE BLOCK WALL 1 Q or REQUIRED 2"x4"OR 27x57x1/S- POURED CONCRETE OR �5'x3"x1/e'5063-T6 COIN. 14 ALTERNATE 3/16"ALUM. t 6063-TB CONT.ALUM. CONCRETE BLOCK WALL / ALUM.ANGLE OR BENT PLATE POP RIVETS o S'O.C. ® ANGLE REQUIRED AT REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MA%.A.S.D. DESIGN PRESSURE RATING- +66.07- 66.0 PSF MAX. A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF w / �9 n \_3/16'ALUM.POP RIVETS 0 I MIN.SEPARATION 1 0'D.C.BOTH SIDES TO GLASS (SEE SCHEDULE j I I ON SHEET 13) a 8 N CONfhCI1GL G!J I--EO EQ. I ALTERNATE LEG 1 ar as' &ANCHOR ®t 3♦J` `,�/ ALTERNATE LEG ORIENTATION (SEE SHEET 13) &ANCHOR / ORIENTATION 1/4'o x 3/4'TENS SCREW W/ I'1 POURED CONCRETE OCR / 5/0'WASHER OR 1/4'x 3/4' 6 •� CONCRETE BLOCK WALL BOLTS W/WTS&5/8"WASHER o REQUIRED 4'O.C. I BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4 (SEEN";) o EQ. EQ. 1/4'o x 3/4'TENS SCREW POURED CONCRETE OR OR 1/4"x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL % &5/8'WASHER 06.D.C. INSTALLATIONS DETAILS INTO CONCRETE EDLL i & CONCRETE BLOCK UILD—OUT �.,�y1L' MOUNTING INSTALLATION 1:SCALE : N.T.S. Opt N BO OM FLORIDA BUILDING CODE(Wph dt Non Hlph V4110d1Y Hur7tG0M 2w1q) �'• -� 1 `SF '�� 02020 raTECO INO. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY.- NOTE FOR COMBINATION OF SECTIONS: N' � E.D. - EDGE DISTANCE M.P ' No.44167 _ �RT[o IN MOUNTING SECTIONS A CAN BE COMBINED (SEE SPECIFlCA110NS ON SHEEP 13) /,� FOLDING SHUTTER CORP. 7/1DATE IN ANY WAY TO SUIT ANY INSTALLATION. *' = IL EC A INC. ATE STATE OF TEsnnc&ENGINEERING COMPANY 1662 MARTIN LUTHM IGNO JA.BLVD t SEE LIMITATIONS FOR ON SHEET 2 •, �c P :•` °'JOOi°^61 J0a"O°°A°" 1L y1°'° WEST PAW RUCH,FL 33404 Cp ?�,to-6,-,m o..m,4ffi en-,L+, Tit,1800-643-6371 20-190 �II(� ,rlmTl:LltscoOmmlmm n,°.144x9.hu114O.oem DRAWING No CA- 9719 WALTER A TILLTT Jr.P.E. emav® o®rw o.rt PE 504 f61p 11 •• �tN�` FT-OROA UG If44187 ,~ —— - SREEf B OF 13 t MIN.E.D. EO: POURED CONCRETE CONNECTION CO REQUIRE (SEE SHEET 13) 0 060•THICK S.S. j ROLLER HOUSING OPTIONAL RAIN HOOD (NDN-STRUCTURAL) (2)NYLON a /1DxY S.S.S.M.S.W/1/2.0 . ROLLERS 0.855Y(TYP.) sb 4'LONG NYLON BUSHINGS (Typ.TOP)AND 1'LONG(TYP. I HOUSING BOO I.G.EXCEPT AT ROLLER #10 x 3'S.S..S.M.S.N/ I 0-373'LONG NYLON 3/1l1'ALUM. BUSHING W/A OJ POP RNETS, ILONG 70P SECTION ObDO' O 1B'O.C. O.D.AND D,245'Ld. I 0.163'.0.270•xD,030• 0.2W LONG ULIRIFAS WEATHER SECTION O.D. STRIPPING FA SIDE P) 024W'I.d. 'MT: I / or (7YP.) S MIN.SEPARATION fk N 8 ®T N E taAss(SEE SCHEDULE YMro SSON I W ONSHEET 13)(SEE SCHEDULE— ! or �+ m ON SFffET 13] ®1• 1/4'0 x 1•ITIX SCREW OR MIN.TO GLASS SEPARATION 1/4f-20•x1•S.S.ME WITH (SEE SCHEDULE OPTIONAL RAIN CI1MD. NUT 4 WASHER O 4'O.C. 1 ON SHEET 13) T Or'3W (NON-STRIIC7URAL) I 7 ®t F POPAL7 RATE 3/16'ALUM. OPTIONAL RAN GUARD v POP AR. O 5'O.C. I (NW-STRUCTURAL) AT REAR. I � r�i3 9 LONG ON WING I POP�UARNELS O '75 ALI&. pp GI 3/16'ALUM.POP ANCHOR R �TOEZIION Q AT REAR h a 9 :( O 10'O.C.BOTH SIDES in W fl / (SEE SHEET 13) q a s/le•ALUM.POP IDES -�--- - 0 10•O.C.ernes SIDES EDGE OF POURS CONCRETE / STAB IFSLAB IF EDGE OF REWIRE C011NELTION C6 / I APPUIJ18LE (SEE SHAPPLI EET 13) . �--ED. ED. POUF ED REIE POURS CONCRETE .MI REQUIRE L— (SEE MMM 5•MIN.ED. - •MIN.ED. ( •MIN.E.D. _TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE. N.T.S. 11TI(�%l''%,, � FLORIDA BUILDING CODE(MpA t Non Hlph VNN,edhr NtuAGGM Zam) ;�yar: ��G NgF ®202D umo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DNAAWN eG NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE _ M,P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS CN SHEET 13) N0.44167 AlD/262D IN ANY WAY TO SUIT ANY INSTALLATION. * = 1 L E C O,me. FOLDING SHUM CORP. DATE 7 7 STATE OF TESTING!ENGINEERING COMPANY IM WARM Lumat WHO JR.6w xn.a.as m.IeoaA 0 n MIM NEST PAW pL R SS404 9' 1-mw.ti,tmml-19t 4 160��NJ-637t 20-190 t SEE LIMITATIONS FOR®ON SHEET 2 / •.. FZ ti�P O R a-meU: MOG7 aol.vn ww..Eold4 pnndtwuor• DRAWING R. �P �A 19 WALTQt A RUNT Jr.P.E. xP.r m®Inl oas mw•. mono ma PE �. ,..•� FLORIDA Uk /44167 , m n-m , MW ?OF 13 POURED CONCRETE ta GROUTED CONtl37E &Dow NAx etnaE WALL RT:n (sec soWwO f8 Rows OF 1/4Y SEEvxoxs X e�SPaN nmE Ern sttED1RE X A2)ROW COPI (V �" // �� TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 1'C AT 0&LONaIV014ALY. c 0 0SCREW --- / ----- ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS _ �E PER SCHEDULE _ --J--____----o 0 0 TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE PRODUCT mro ��,� O O 0 o I SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM a a'.3/4•COI same ' t/r T1P. TUBE TUBE TUBE o r oa r`a•�]b•w Kali/4 Ewmx 60• 106.0" 13 8 n 4•.LENGTH93gg J-T6 ATL L ANGLE T°�+•AV4TL g 2'x4'xl/8' 96" 85.0' 17 10 (SEE 6aTEDV1L)� (S E sa�ULE) LE 144' 69.0' 13 8 LwGTH(Tm.) •r w r,r w Bo' 117.0" 17 10 3'd'�1/41 IOWM w T�,° )^N6� �t v pt1p•� 2"x4"xi/4" 96" 110.0" 21 12 144" 91.0' 21 12 NAx SPAR TUBE (xP 80" 109.0" 17 10 TYPICAL ELEffl*(TUBE AT TOP) SPAN TUBE YOUNTINO INSTALATION x1s 2'x5'xl/8' 96' 100.0' 21 12 sin LTs 144" B1.0" 17 10 SPAN TUBE 80' 124.0` 21 12 OPENING +/z'TR• 2"x6"xl/B' 96' 114.0" 21 12 et- 144" 93.0' 21 12 3"'.,rro s rQ11/4 x IENGTN t 3•Aa•w r r w� 7Ie VALID ALSO FOR MIDHEIGHr TUBE INSTAU WHEN AMON ONLY WH THE SUMATION OF THE Ns°at-i°I.uuaE �w �� 'a4t/4W E[xaEN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN (SEE SCTIEOt1LE) I- SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) \-rzl 1/411.3/4'TEx SCREW O O RO 0 TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS •s-o.a ---- ------- SIZE SPAN SPAN LENGTH FA END PER END OF TUBE \ _ srwN TtAIE PER sCNE7NAE -y" -- --- 1 � 60' 76.0' 13 12 °OBJ-Te AUOf / / �/ / / // ///// ( 501�� (a)1/4•.3/4'TDa BMW 4.WE ����LE 2'x4"xl/8' 96' 60.0" 17 15 G000'N\L IO Y O.a TDNa UDK4LLY. PONwNED CONCR (SEE � _ BETWEEN O IwEOR ANCHORS 144" 48.0" 13 12 OR a✓DUfm CONCRETE l (E)ROWS OF 1/4Y TAPOONS BLOCK MAla REOWRO) ANcxORs OrPJ(SE[SrxnIAE) TYPICAL ELEVATION [TUBE AT BOTTOM) BO' 87.0' 21 1 B °s SPAN TUBE MOUNTING INSTALLATION 2'x4"xl/4' 96' 79.0" 21 18 $ 144" 65.0" 21 18 (0.114 4 3/4'T06 SCREW ,yy.w YaY m J5d i1/4• a 1/Y E0. AR SPAN 711<g Ar z as LONmuD4war. OYPJ PEMNG � 1/r Tip. 80" 77.0" 17 15 (� Ts aura ANGLE (3) DNS OF t/aro 2"x5'x1 8' 96' TAp�yS AxJrofas Y / 70.0' 21 18 DYE.) SCHEDULE) ©t 144" 57.0' 17 15 p.r 80" 88.0" 21 18 Q4t tl 2'x6"x1/B' 96" 81.0" 21 1 18 � Z Z 144' 66.0' 21 18 RE INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE '/`°"/''�" OR GROUTED CONCRETE BLOCK WALe.000 = Ws•oa o 0--------------0 010 SEE s SCALE:N.T.S. SPRI TUBE PER SCHEDULE - --- - SPAR TUBE PF71 SCHEDULE{� ILK °T-T°ATaor` I =.3w MAx.A.S.D.DESIGN PRESSURE RATING-272-0 PSF 1 ]tia•a 34]'w 311.1 4' / � B eow Te tl i$ELEN07X 60��1 (0 4// FLOt�A 13UMNO CODE(Mph t Non Hloh Voloelly Hu"loans zone), ALLAL ANGLEOt (� `����Q�,�•........••., 'i��� 020G0 TnECO TAG. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OHAWN RYI .......... �tCENs�(' 9 , M.P w�„ w I No..44167 FOLDING SHUTTER CORP. '/DATE Po °� COT • � IL ECOINt:. an BLOCK MALL CO' F♦D L_3.4•w 31r a rR1A/4- Puma 1062 NAUN TUT=00 DL BLVD J TYPICAL ELEVATION (TUBE AT YIONEIGi111 _ * ENO&ENOINEERINO COMPANY (a)1 1"•3/4•TEES SCREW IEITOM G00.1-1B AUAL AiIOIE xW�sr N.as J06.MAOeI\GVCOTA rt 111N 11f3E PAW BFAOt.R e7404 AT 3 O.C.IDNaR1DE/RU.Y. (sa°a+�+++b Ta ='p'. STATE OF p., a11iQ+��+-+�• •( +-+°T+ tx tEmo-6Rs-63Et 20-190 SPAN TUBE MOUNTING INSTALLATION f)•. F P `� m.CQA DOC8a00TGom MMM.toNhry4puA4tacom DRAWING w T SEE LIMRATIONS FOR®DN SHEET 2 P.E.S' � �" WFFLLOOWOA Llrr µ167E' �•r m�nt boo. a r �u - s A� g ft:' 0 SHEET a OF 13 D. 1'=S/CPEI'E4-FLEX (SEE SIM 0'um Cuss ANClIORS O 18'O.a 13) SxISM STRUCTURE xo1 ED. a758•(iYP.) E OST. (SFE SHEET 1J Ex-MM STRUCTURE E 1 3/B'�7N7EJDED R t348.%a m e o eEEc�F°R "rAvcoNs/ F1Ex ARCHM 0,e•O.C. /,, Pop 3 7 or1�t or 1�t or 1�t OR 1/4'aa/P { or Tab 0 18 O.C. c. 1 WALL FACE 1 END CONDITION s0 90 Q 18 so.o 90.0' 2 a/,6•POP RNETS OR 4 SHONWN ,/4•.a/4•Taa o OR=r/ (�DMNOROR OR 5 1Lr D.r- EXTERIOR (�MOTE 1) (2)&0 30•O.C.o (.V a 30• O.C.a 1®SpAf fCR UP— / 13 HORIZONTAL SECTION 20 °�'REW."SPAN a 1w,BE� 1a / HDMZCNfAL SECTION INIE 11OR'OR OTIF WR) (LEVERS E)(fEAIOR) Pt1ERIOR OR E%IE700TQ (OR�R)R / /IS-POP R\ I DR 1/4k3/ rocs 4• : MAY VARY AT U1ST SAT AT 7RAPPED NSTAL ATMS 2•n11/e'CONT cs a 18•oa 4 ORoS 600-78&M A'+GUE ID OROS ` t SM UMRATHM Ezra©oN SHEET 2 ANC s®,'�'G.C. SHOWfV T„WCCW/CRETE-R" SHOWN \ 3 / E109I1140 STRICTURE ANCHDRS DaSMG1SFRUC 11 E EIOSfING BUILD—OU SIRUCIVRE T \ ,/2• zm,t/e•mrt. 6067-TB ATLar ANQE END CONDITION Tsu ,/,a•POP RWM CO. E0• OR,/4•>,3/4•t�oR STRUCTURE -OD—LOCK ANGLE ,/4• a/4 Lta,s w/ END LOCK ANGLE Nurse,r o.a NOTE 1 HMONTAL SECTION HORMNTAL SECCON 2'P 2•■1/8'6053-T6 1 4•t o/4'lIX ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR C0M nLUNmta 1IENr �cENTvmlocE a oc INTERIOR CENTERPIECE( OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE g A SP o ao as a 3�' IA FCR w m.99 w SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, sPAx a(3) 0 30 0.357"xO.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oa a MOSP CMUMB PoR UP INTO IT WITH A 0.120" a.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY TO 144-E DWAUM � A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR DM3WR) OF THE TIP A SQUARE, 0.475NO.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR" ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE 400 SHOWWNN (1)PIECE, 1.375" LONG, WITH A 0.366"xO.366"xO.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED 1 INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" (LEVERS DrtFwGR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ,tt� OR MERCR) SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"4 HOLES DRILLED ON THE OUTER 18 (wx-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. sKnam 4 OR 5O SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HOWZONTAL SECTION FLORIp/1 EMLDRm OWE(Mph t Nen Mph VNoaty NutAGeno Zom) ,`���' \CENSF'• �% �'�m1EC°TNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Im"By-* END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) °'*167 = I� ECo�N�. FOLDING SHUTTER CORP. "'0n'° TESRNe a ENGINEERING COMPAN7 1—MAIM LInM KM JR.MI) !7- STATE OF ; see.1R.ss�wmra..c. a 171d WEST PAW REAM.n 3UO4 9•, �'.,=tcInv.rm,4,mxn-14s1 rw ISDO-M-6371 20-190 •. FC0R10P 4-mom tlNernOool eom A�dO1QPadPAlflC NI C"WING W. CA-WO6719 �i F ••\��J,` WAUER A Rlllf Jr. LOd11'a "C[ a..r tmnv oqc P.E.SE�Y/ y\\\ FLORIDA U /44187 m Ism / - - SHEET a or 13 1 [2' N .1NGL It 2" AACJ.E APER sEcnoN 4,3°ET 8 itA (2) LED POP rDVErs, r.r.1/8 EACH LED of .r ALWNUN ANCIE ARGLE 2- ANGLE IRO MAY OP FACE Aver FROM OPETONO / OPFT NRiMM O TDWRRDS AF � d RE°mlan 1D T+OW ' STRucr°RE QUID-Our uoUNr—. PER SECTION 4,SHEE7 8 (2)3/18•POP RNETS EACH LEG of rid• ANCLE AUERNXTE WALL FORAND ELEVATION MDIE:SIMILAR AT AT HEAD PLAN VIEW—A--A OR BOOTH ANGLES ` OFDPRODUCTD BOTH SIDES (2)1 1/4•0.J/a• �i OPTIONAL SIDE ANGLE TEKS OR J/IB•PoP W 1 1/2•t 1 1/2•.1/8•M 0'-2• (FUR SECTION 4.SHEET°) RUM PER ANOIE 70 wN.AL . ANGLES TOP h TIME DOROM OR TO WALL(2 REQUIRED) 2 1/4•r TAPCON/ -FIDL ANCHORS EA ANGLE TO Sue ® r 1/4•,a 1 J/4• \/. 1 LVWILS/CP IW O.CL 1 O goo rin��aD �FUT I AA01015 0 1D•as 3/18•POP MYETS OR DOG STRUCTURE 1/4•It 3/4•TEXS 3 O.C. CORNER POST t � ISOMETRIC EDGE OF CONCRETE 1 Sl/U (TYP.AT 70P AND DOMW SCADS) ^ `�OPIECES MAY BE MT •7 2 R L END TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECOO•, wR P 11T111j"jT � , FLORIDA®URDRNI CODE(H)ph t Nan Nlpfi VdaaDy Hwtrfoano Zola) END INSTALLATION DETAILS INTO CONCRETE. _-�51:' 4\GENSF''•• ®2o201aTEG0INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA"ff- CONCRETE BLOCK & WOOD (AS APPLICABLE ° 41s7 �_*= IL ECO,N�. FOLDING SH90 CORP. "10DAATE 7/7 STATE OF �FSTa1a k ENGINEERING COMPANY 1982 MARTIN LUT ER TONG JR.Tiw �2w.s+.,r.Jm,Yau+W SNmDg n Sl+m WEST PALM RGW.�SS404 +-+a1P....:E>mlen-+J1+ rve t 1 20-190 O' FCORIOP. maT:ui wao.L� ....E.1anG.wT+a.o.m WAITING No P.E Su,ya�9»Ar,�„ FLORIDA lle "187 m+Fm 4 - - SHEET-OF 1J WALL FINISH OPTIONAL RAIN HOOD (NON-SIRUCRINAL) WALL FINISH Q 0.060'THICK S.S ®10•] SS.S.MS.W/1/2"0 Y3/4• ri ROLLER HOUSING LONG NYLON BUSHINGS(Typ.TOP) I M41NECPION C2 AND 1'LONG(Typ.B0T70M),OCCEFT AT ROLLER HOUSING(TYP.) 0.080'THKX�75.5.ROLLER HOUSING �2i ci>�.:.; -�^tb!f (22) PTIONAL RM HOOD ROLLERST '- z �I �• "(NaN-507UCRIRAL) 2'.4'CONT.WDO� 1 HEADER REO'D. 1 oil #10•J'S.S.S.M.S.W/ I 3/18'ALUM.fN� I 1 0.373'LONG NYLON RIVETS,9 18'O.C. BUSHING W/A 0.150' M' •= "-'--�1 CONNECTION Ct LONG TOP SECTION 0.50063'n0.270 I' 1 OW D.D.AND D.245"Ld.ANDULTRAFAB 1 0.223'LID BOTTOMJITHER I Ol'S0.320'D.D.ANDRIPPING EA I ® t 1 0.2 ,)d SIDE(IYP.)(IYP \m �.�.. -" J/16'ALUM.POP &W _ .......> RIVETS.a16"O.C. MIN. �GLASS SEPARATION 2k4'CONT.WOOD 1 MIN.SEPARATION (SEE SCHEDULE- I OE HEADER REO'D. (SEE HEFT 13) / or ON SHEET 13) ®t ON SHEET ®t Iy 2'x4'CONT.WOOD 1 1 OI PLATE REO'D. 1 1 Ifill WALL FACE MOUNTING- INSTALLATION \ SECTION 2W (TOP) ' ' cowttcllGL1 cT P WALL FINISH . WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD \`\ \pg1LL111LH(/ ''�ii FLDRIDA BUDDING CODE(Nth t NGn Nth vowtr NwdBLen Zone \" p,.TIC Y' t SEE LIMITATIONS FOR®ON SHLEf� aQ-.••'`'\GENSF''• 02020 7d"C01XC• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�'0 NOTES• v, v Y.P NOTE fT]R COMBINATION OF SFCTIO 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO �0,Q4167 •• I L E C O�Nc. FOLDING SUB CORP. 7/f ATE - BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = * DATE IN ANY WAY TO SUIT ANY INSTALLATION. /7 TESTING h ENGINEERING COMPANY 16m2 MARTIN LUTNER TONG JIL.RYO A STATE OF a •.w,.A.se.em,won.ormG,rt 31fee WfiT PALL VEACK n&UN P ..I tat.4Iem.ti f te4e16n-I. PH,1500-643-a171 20-190 �Q FCOR�� o-11:ICA- ..0 Bl.tan nmmlA&Vhutk- OWING No `U ��` WALTER A T121T Jr.P.E �.r foam. oa n.r ffefsfn f� P.E. - `L•`\\ FlDROA Lk./44167 f m nm 4 - - SLEET/0 OF 73 1/4'0 x 3/4'TEKS SCREW OR 1/4'x 3/4' , BOLTS W/NUTS&WASHER O 6'O.C. 4'x6'(L*,)D<ISTING WOOD BEAM REWIRED.STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED B'Y REGISTERED PRIOR -WALL FINISH O.DSV THICK S.S. t SEE LIMITATIONS FOR®ON SHEEP 2 ENGINEER W�ARCHITECT ROLLER HOUSING 2'xs' N C4 WOOD _ ED. �• (NON-S RAIN RHO D NOTE FOR COMBINATION Of"SECTIONS• '� HEADER REDID. III=Ss.S.M.S.W/1/2.0 x3/4' IN MOUNTING SECTIONS CAN BE COMBINED WM�IION tl LONG NYLON BUSHINGS(Typ.TOP) N ANY WAY TO SUIT ANY INSTALLATION. AND 1'LONG(Typ.BOTTOM).EXCEPT .yam' t'A:;,; _ AT ROLLER HOUSING(TYP.) y-?' \W b.QTE$: t)�II .RAIN HOOD (NON-STRUCTURAL) �r 12)NYLON a 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO fir`~ I Ro II BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL II_j fftl� iI -- \ !11C.13/16-ALUM. 10 x 3'SS SY.S.W/O.T7J'LONG NYLON I 1 RNEfS' BnS NG W/A 0.150'LONG TOP SECTIONAPB RIVETS,ALTEANAL CONE 16'O0.500'O.D.AND 0.243'Ld.AND 0.223'LONG(SEENOSE ) O IA�70xp p' BOTTOM SECTION 0,32210''.W.AND 0.245'Ld. a 15'O.C. STRIPULTRPING Ek SIDE MINT SEPARATIONC (Tw.) or t 13 (SEE sa+mLVE ON SHEET 13) G or t —�� 'a^ I ® YIN.SEPARATION PTO GLASS �+ (SEE SCHEDULE ES SCHEDULE ON SHEET 13) T Or ON E T ® 1 or t or t ®t POP 3/16' ALTERNATE LEG PoP RIVETS O 5.O.C. _ __ �Lp'TION •+ OPTIONAL RAIN CUARD I ALTERNATE LEG AT REAR. i --I I fT_+i I (SEE NOTE•) v (NON-STRUCTURAL) LOCATION I II LLT+JJ jI VI. (SEE NOTE• i I�'---- i i LL�JJ l iEll _____r� I I 0 5 O.C.-[" 1 ALTERNATE J/16' . POP RIVETS 1'L, 2'x4' i�.__ ''i l i I I j l .{ . AT REAR. WOOD PLATE REO'D. 3/18'ALIY.POP RVETS O 10'O.C.BOTH SDES 9 3/16'ALUM.POP RNEfS w I W EQ. • EQ. �i O 10'O.C.BOTH SIDES d� g LED A ED---+ DECK REQUIRED IN.WOOD ED. R 2'x4'CONT. I :: 1/4'4 x J/4'TF1C5 SCREW (NO FINISH ALLOWED) ";+ 4-5/8- '0 x J/4'TE1(S SCREW WAD PLATE 1 NOR1W/WASHER OR REO D. ' 1 h S/3'WASHER O 6'O.C. Ca 1/4'x 3/4'BOLTS W/NUTS h 5/B'WASHER O 4'O.C. ^:r CONNECTION a _2'WIN.E.O. 2'MIN.E.0— —OWfkLTLOT)C3 ' �. `WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW (BOTTOM.). SECTION 7W SECTION 4W A. "�-Tl If �.�`�'�YG�A• LC�T{/'rri, FLORIDA BUMNO CODE(Nigh t Nan Nigh VelooW NYrttcam Zom) NOTE -ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ;•'�\ F 02D2C TRTECO Na TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�' Y.P INSTALLATIONS DETAILS INTO WOOD = No.44167 7/10/2030 * = IL E C O INc. FOLDING SHUTTER CORP. DATE SCALE : N.T.S. STATE OF MJLLT TESTING!ENGINEERING COMPANY 1082 YARDN ulrxG Koro m RVD / .]{e.dT.Sa 2]aA WIbM 0VC0a.M1 91M Wm P"DDAC11.R 57404 ,�0��.Fl O R1�Q � `\. moat uleoo�oda mm I-111 �.f f�d6 OA."-. DDRAWIN 90 �J�L/�(q� •• WALIFA A ill7f Jr.P.E xa r ®va mx {n.r mar 00c P.E. IIIN 1111111{T"`` FLORIDAIle./44167 a.nra n s - - SHEET T7 OC 1] I L ' YIN.S ON MASS MIN.SEPARATION 1 l (SEE SCHEDULE Or GRASS ® '�� ON SHEET 13) x PO SHEET 1J3) Or® Iy J tl{ r TION&RAIN GUARD !� II (NON-SIRUCNRAL) 1 4'0 1'7EK SCREW OR 1 M-2011• ALT£T6RAlE 3/16'ALUM / POP RIVETS O 5.O.C. ) 9 SS.NS WT1H NUT& AT REAR, WASHER O 4'O.C. m 3/10'ALUM.POP RIVETS n 9 o 10'O.C.BOTH SIDES Q EDGE OF STAB �7i 5q� ff APPLICABLE `--�- ANCHORTE CA71& CONFOLRnN Cr ' IF EDGE LE ANCHOR LOCATION _ (SEE NOTE•) 0 �Q YIN WOOD BECK - _ DL�K iffAUlliEp EDGE OF - (NO FINISH ALLOWED) JI COt/RCfION CO STAB '1"- f EDGE OF 2'MIN.E.D. APPLICABLE -� —' SUB IF Y MIN.E.U. APPLICABLE t SEE U&IMATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION YRR.ED. t'MIN.to. NOTE FOR COMBINATION OF 5E"ONS: SECTION 7BW (BOTTOM) 2'x6'MIN,NOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTAL, ATION. MIN,SEPARATION FLOOR MOUNTING INSTALLATION 2x4•COW..wow TO RA -- NOTES, PLATE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) ON SHEET 13) 1- FOR W000 FRAME CONSTRUCTION: W000 MEMBERS TO ' BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)6/16'6 LAG 2- SEE SECTIONS 6W& 14W FOR MAX. A.S.D. DESIGN \ or t SCREWS ON 2 1/2'M7N. leer?ED. PRESSURE RATING&SPANS W PENETRATION ER rR7WIDTH 1•x 4•X f/e' c (27 RAF'fER/TRUSSES I eO03-TB CONT. ^I r ALUMINUM TUBE 1/4'x4•(Fi063-Te) ' �r ✓ ESN G2K WOOD PLATE W/ TE USSESOR RAFTER 2i 4'MN.WOOD SCEWS O 6'O AT 24'O.C.MAX. SPUDS O 16'O.C. BETWEER TRUSSES OR 1qp • 1/6'S�4•(6063-78)FUT •�� ". PURE W/1/4Y x1'TEK SCREWS O 4.4C.IN + (2)T/;0 TAPCON OR 1/4 Y CftETE-FLEX , ANCHORS 14N13S WOW 8 BETWEENE7WEEN TRUSSESjw�4� Spp _.._.__._ EIXIE(IF APPLIGBL,E) AD SCREWS AT MIDWIDTH OF Si FA OR NOS L W/ 1•� �;+; -.-_. - 2 1/2•Ntn.THREADED PENETRATION INTO WOOD �Y (2)WWII� E T/4'MAX.PLYWOOD.00TINC SOFFIT. STUD 1/ p31'4;XZ x s/4• . O.BRO (�TYp.) �a10x3'SS.S.YS.W/1/2•a r3J4'LONG y • S.S.BOLTS W/NUTS BI N LON BUSHINGS(TYP.TOP)AND I•LONG WASHER O d O.C. 1/4'0 X 3/4'TEX 010 x 3'S3L S.MS.W/ ' .)� ),l7(CEPT AT ROLLETR HOUSING 1 I 8 SCREW;I 6'o.a ��LONG Ado, ` _MOUNT TO WOOD STUDS"oil MOUNTING INSTALLATION LONG TOP SECTION Dom• INSTALLATIONS DETAILS sECTIo 14W�BOTTOM) OD.AND 0245•I.a,AND 0.16360.270• 0.223•LAND BOTTOM MIN.SEPARATION xL-TRAF INTO WOOD uLIRAPAB MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.32p'O.D.AND TO CLASS WEATHER 1 a 0.245'Ld. (SEE SCHEDULE WEATH R FA. Or ®t .. SCALE N.T.S. 'Oom11ttII1111rrry FLORIDA BU11=0 CODE h&NM M VOI (TYP•) Ok SHEET 13) J SIDERI(ING.) ,. A^91 Oh OOTy HDf11COM ZOM) Q\ •••"�/l ®so2o fltiEO°LNe TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By, 4167 IL E C O ZINC. FOLDING SHUTTER CORP. '/'D; SO HEADER TO TRUSS MOUNTING INSTALLATION 7 = 1TLUT TESTING Q CROINEEVNO COMPANY 1662 YA P LUIHF71 10X0 A KVO 3 n m.ala sa,vm umms,n a11m MELT PAtY 6r/InH,FL SLIM SECTIQ 8W(TOP)BW(TOP) STATE OF ^""Ro-m"-RED°•r°.R�mn-t6�1 Pxl te°D ess-ant 20-190 mart:TataooOaoLcem ...,Tar m ORANU(O No MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF F • '�� WALTER A.°0°9719 DR`Uf .Fix ac•. msnA+ ove ■v.r amnw ue FLORIDA Lie./411e7 eu arm - mm 12 or 13 i .- . MAXIMUM WIND PRESSURE (e s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) '1R910 WXMM suss sPRO A MAx""MAKE CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRE= t�as9NE �P" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR t+/-1 PRE 1 a eonuN TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK n+t (I-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 Ib ftE9466 B C A C E A C F 60.0" 60" BB Ib ft - 388 LB/Fi 157 LB/FT 134 LB/Fi 256 LB/FT 397 LB/Fi A B C A C 35 psi 1D0.0 700" 146 Ib ft ClLB/FT - 418 LB/FT 236 LB FT 202 LB/Fi 383 LB/FT 432 LB/FT C1 9 417 LB/FT - 388 LB Fi - 134 LB FT 144" 744" 210 Ih/ft LB FT - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461 LB/FT - 418 LB FT - 202 LB FT 60.0 60" 10D Ib ft C2LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 7144' 100" 167 Ib it LB FT - 419 LB/FT 312 LB/FT 285 LB FT 353 -B FT 443 LB FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144' 144" 240 Ib ft LB/FT - 309 LB 6 502 LB/Fi - 419 LB/FT - 2B5 LB/FT 60.0" 60.0" 115 Ib ft /FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT g 502 LB/FT _ 309 LB/FT - 134 LB/FT 80.0" 80.0" 154 Ib/ft C3LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 134 LB/FT 46 psf 97.0" 97.0" 187 Ib ft LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/Fi 3 469 LB/FT - 572 LB/FT - 302 LB/FT 115.0" 115.0" 221 Ib n LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/Fi144" 144' 276 Ib ft C4LB/FT - 44B LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/Fi 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 Ib ft - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 _ 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0"00.0 208 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/Fi 103 LB/Fi 3 912 LB/FT - 682 LB/Fi - 364 LB/FT 50 psf 100.0" 100.0" 208 Ib/ft - 05 - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 12 4 120.D" 300 Ib ft C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 0.0 14.0 138 Ib ft - 870 lB/Fi 243 LB/Fi 250 LB/Fi 438 LB/FT 10 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 60.D" 60.0' 138 Ib ft _ 9 _ 273 LB/FT 5 LB/Fi 215 LB/FT - - 138 LB/Fi 102 LB/Fi 81.0" 81.0" 187 Ib ft C6 6 FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0• 229 lb ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/Fi - - 7137' 1134" 330 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT 0.0 134" 150 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT 60.0" 80.0 200 Ib ft 3 310 LB FT 315 80.0" 80.0" 200 Ib n 2 - - - - - - 305 LB FT / LB/FT 244 LB/FT - - 60 psf 700.0" 100.0" 250 10 ft 12 491 LB/FT 596 LB/FT 409 LB/Fi - - 265 LB/FT 16B LB/FT CB 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0" 258 Wit CB 8 736 LB/FT 894 LB/FT 614 LB/Fi - - 397 LB/FT 252 LB/FT 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131" 128" 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 59.0" 160 Ib ft ED 92.0" 92.0"100.0" 100.0 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE RSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 60.0" 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121" 118" 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE A CONC. C.BLOCKJ WOOD STEEL CONC. C.BLOCK WOOD STEEL 59.0" 59.0" 1B7 Ib n ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ADVANCED 3.50" 2.50" 12 N/A 4.00• 4.00" N/A N/A 17" 75 psi 1117- 1114- s'-1D"313 Ib ft THREADFORM TECHNOLOGY 14• 387 Ib n z 1/2" 1" 2 5/8" 80 psi 113" 171" 400 Ib/it 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 90 psT 107" 004" 424 Ib ft >5'-10" 10D psf 101" 99" 447 Ib ft TO 8'-3" 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 110 psf 94" 90" 468 Ib ft 120 psf 87" 82" 404 Ib ft 3" E 1/4" 0 ITW-BUILDEf 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 psf 74" 70" 484 Ib it F #14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00" N/A 150 psf 69" 66" 410 Ib ft 1 4" NOS LAG SCREWS 160 psf 65" 62" 483 Ib ft Al AS DEFINED BY ASTM E-1996 STANDARD. ANOW, ♦ EXCEPT THAT 3 5/8" SHALL BE USED „1111111II1111fJ FLOMDA BUILDING CODE(HIBh&Non Mph Velocity Nurrlama Zone) • ' /j', ®m2G TILTECO INC. D9Awx er:L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �.��'�,..•••••••., d �� TTTAN II FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITIVE Ex DESIGN PRESSURE RATING. 4, 4A & 7A. Q' ,\CENS M•P L-:MAX.ALLOWABLE PRODUCT SPAN FORA �;• V. F••••• '� GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 7/f0/a030 Rn1I"G o.44167 0 Q. E C O INC. FOLDING SHUTTER CORP. DATE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS �/( rQr7 -7ttUrTESTING✓k ENCINEERING COMPANY 1862 MWN LUMIR KING JR.BLVD N7.]DLL 4 Sla 3m,MINIlA 6MpN9,M1 al® NEST PAW EEACN.FL 334M EQUAL TO THE MINIMUM DETERMINED PRODUCT = qe.,Omen-tsn.rm::(+a xm-tmt Pit IODD-G4,T-4371 20-1190 SPAN BETWEEN•L+•AND"L-•. -a'• STATE OF maR ttlacaOcol.com -A.Im"pahtANn.agn OAA111NG No CA-0G YGI UT Jr.P.E -r REutrsis l.R tv.r ®® tn[ E '.9RAN. _. ��` flONIDA Uc.F 44187 a - - SHEET 13 OF 13 a