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HomeMy WebLinkAboutProduct Approval i Customer: Godwin WorkOrderNumber: 12282020001N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing i I 1 -56.1 59.5 92 76.25 97 93.75 9"o.c. 9"o.c. 2 -52.4 126.25 103.75 126.25 103.75 100.5 6"o.c. e ePP 6"o.c. �Ifl 19V1,'G• 3 -99.6 60 92 76.25 97 93.75 6"o.c. 6"o.c. 4 -52.5 132 103.75 132 103.75 100.5 6"o.c. 6"o.c. 5 -55.5 72.25 92 88 97 93.75 9"o.c. 9"o.c. 6 -54.4 72 103.5 84.5 103.5 100.25 6"o.c. 6"o.c. 7 -54.4 72 103.5 85 103.5 100.25 6"o.c. 6"o.c. 8 -87.5 108 103.5 127.5 103.5 100.25 3"o.c. 3"o.c. 9 -87.6 107.5 103.25 121 103.25 100 3"o.c. 3"o.c. 10 -54.4 71.75 103.5 84.75 103.5 100.25 6"o.c. 6"o.c. 11 -56.1 59.75 92 76.25 97 93.75 9"o.c. 9"o.c. N �NPu� 2 Design Wind Pressure(PMAX+, PMAX-): LQ1 � _ '= h_< 60 ft. h>60 ft: TCORPORATE OFFICE: Max Positive Pressure(PMAx+) PMAX+ = gh(6c GCppcs+ GCpi) PMAX+ = gh(9G GCppos + GCpi) 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Max Negative Pressure(PMAx-) PMAx-= gh(Ac GCpnEg-GCpi) PMAx-= gh(9c GCpneg-GCpi) (954) 354-0660 1 (866)396-9999 TENGINEEI INGE PRES .CO M Device Calculations: ASCE 7-16, Chapter30,All Subsections ENGINEERINGEXPRESS.COM Wind Load Calculation Size Elevation Area AreaT Pa.+ PmaK ASCE 7-16 Ch 30 Wind Loads-Components&Cladding # (VV x H) Zone (ft) (ft2) (ft2) K= q= GCP+ GCp- (lb/ft2) (lb/ft2) 7th Edition(2020)Florida Building Code 1 60 X 75 Int 7 31.25 13.02 1.03 61.03 0.9 -0.9 41.0 -56.1 Site Information 2 130 x 104 Int 7 93.89 39.12 1.03 61.03 0.8 -0.8 37.3 -52.4 3 60 x 75 End 7 31.25 13.02 1.03 61.03 0.9 -1.7 41.0 -99.6 Owner: Godwin, LLovd 4 128 x 104 Int 7 92.44 37.93 1.03 61.03 0.8 -0.8 37.3 -52.5 5 72 x 75 Int 7 37.50 13.02 1.03 61.03 0.8 -0.9 40.4 -55.5 Wind Speed(VuLT): 165 MPH 6 72 x 104 Int 7 52.00 25.04 1.03 61.03 0.8 -0.8 39.3 -54.4 Exposure Category: D 7 72 x 104 Int 7 52.00 25.04 1.03 61.03 0.8 -0.8 39.3 -54.4 Velocity Pressure Coef.(Kh): 1.50 8 108 x 104 End 7 78.00 27.00 1.03 61.03 0.8 -1.5 37.9 -87.5 Directionality Factor(Kd): 0.85 9 107 x 104 End 7 77.28 26.50 1.03 61.03 0.8 -1.5 37.9 -87.6 Topographical Factor(Kzr): 1.0 10 72 x 104 Int 7 52.00 25.04 1.03 61.03 0.8 -0.8 39.3 -54.4 11 60 x 75 Int 7 31.25 13.02 1.03 61.03 0.9 -0.9 41.0 -56.1 Structure Information ®U. �- Jo a o° "' ;,• Ly Ld Risk Category: II \ Building Classification: Enclosed [� > U Int.Pressure Coef.(GCpi): 0.18 r-- R Mean Roof Height(h): 130 ft. Roof Slope(0): Flat Roof Slope Coefficient(0c): 0.9 Min.Building Dim.(L): 80 ft. End Zone Distance(a): 8 ft. 1.THEN E FORMATION NTENDED TO PROVDEDESCN PRESSURES FOR THEPIRFOSEOFTHEN N STALLATION OFGLAZED UNfSSOPENG PROTECTION ASPROPOSED AND PROVIDED BY PreparedlnaCCOrdanCCWith:ASCE?-16. OTHERSNOCMR ATON,ERHMWRESSEDORMUM.EOFFEREDASMTHEVAMrrYORAMCABLRVOFMYMOMSmSYSTEMORCOMPONMTUSE ONGWRMTHFSE Richard Neet, P.E.[FL PE 86488] Ch 30.Wind Loads-Components&Cladding PRESSURNM PRODUCTSSHALL SENSTALLED INSTRCTACCORDMCEWRH VALID FLORDAPRODUCTAPPROVALSAND MUST MffTTHESEPRESSIRES FOR THEGMBd SEM LWATIO 7th Edition(2020)Florida Building Code 2.NOCERTFIOATIONORREVEWGOFFEREDTHATTHEPROPOSEDUNRSIVIMANYEGRESSRSOUN0.1ENTSALLEORESSESIESMETOBEMDRESSEUBYTHEPERMRTNGCONTRACTOR MD THELOCAL SU LD NG OFFIOIAL. D.THEHOSTSTR UCTUREISASSUMWTOSEA SQUATETOWTMSTMDTHELOADSMPOSEDBYTHSDESDNMWORKRER/�CESB(STNOFRAMNG•OROPENNOSDFSDNMMDOMTF® Design Pressure ASD(allowable stress design) DYM ENGINEER OFRECORD(EC)R).THEGONTRAOTORSULDNGOFFCIALSHALLVERFYTHATTHESUBSTRATEEDOSEDDURNOWORKESOUND FOR NSTALLATDNOFTHISSYST@AF Wind Velocity is VOLT(ultimate) DEFICE IE REFOUND NTHESWRNGH RM�ETNEi DTREBE THISENGINEERORTHEEOR SHALLBENOT®BEFORECONTNUNG CONSTRUCTION AND RESHRVFSTHERDHTTO RE NSPEVASD=Sgrt(O.6•VULT) A THEENGINSARESHOWN GNEERED DESDNTCONTRACTOR ISTTOOVEAFYALL FIELD N8i5�NSPROR TTONSTALLATION.YSCHTLY,TO THEE(TEITTHATTHEOPEINO MFA6NOTSVALLEi THM S%OF S.ENGINEER SEA_AFFM HERETOVALIDATESSTRUCTURALDESDN MSHOWN ONLYUSEOFTHISSPECFCATION BYCONMR TOR•oIaLNDE1,NFE5&M4 HMMLESSTHEERONEER FOR ©2021 E-Tem estcom. ALL COSTADAMADESNCLUDNG LEGAL FEESAAPPELLATEFEFS RESULTING MOM MATERIAL FABRCATON•SYSTE MECTON•BCONSTRUCTION PRACTOESBEYONDTHATWHCHIS P CALLED FOR WLOCAL,STATEAFEDERAL CODES&FROM DEVIRTIONSOFTHISR M. 6.ENGN FXP EERNGRESSHMNOTVFi ME tSJOBSTENFORMATONCONTANEDHERENGRASEDONCONMACTORS M IPPLEDDATADM EM@1 EAMRTS N®ENGiNGB(PRESSSHALL ID:foldingshutter-P1-2-2H2O20001 -NOTEEHADRMWNSELEORLMENMY_WAYFORMRONEOUSORNACCURATEDATAORMEf9JREAEJTSWORKSHALLBEFELOVERF®PRIDRTOCONSTRUCTON.EJGNEERNG EPRESSSHALL BENOTFED AND GIVEN M OPPORTUNRYTO RE-EVALUATEOUR WORKUTON DLSCOVERYOFMYNACCURATENFORMATION PRIOR TOMODFICATION OFEWMG FELD- C@fl Ot AUth#9886,WITH ENGINEER SEAL CONDITIONSMDFANRIC N AND INSTALLATION OFMATERKS. 02/15/2021 Page 1 of 1 7.EKCEPTMEAPRESSLYPRDMMHEREN,NOADDTrONALCERTFCATONSOAAFMMATONSMENTENDm. VALID FOR(�) JOB ONLY 'ALTERATONa AODIRCINSOR OTHER MARKNGSTO TN6DOCUMENTARENOTPE RM1FRED AND NVALDATEOUR CERTIFICATION • a A A . e ® A Fate 1 t BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I,Contact Us I, BCIS Site Map I Unks I Search I 04 Florida _ 2(�J 7j�5 r °': Product Approval ' USER:Public User REVIEWED F Product Approval Menu>Product or Application Search>Application List>Application DetallC®®E COMPLIANCE WN '�°' FL# FL17080-R3 ST. CIE COUNTY Y Application Type Revision BOC 7(4 Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation 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 ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.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 190.12-df 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 - sheet 13 for additional spans and loads. 190 of 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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllity,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 emalls 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: ECh�s-k-k -®.-E Credit`Car.Id= Safe GENERAL NOTES• 1.TITAN 11 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(71h 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). _ AP 1/4'/TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4' /CRETE-FlE%,AS MANUFACTURED BY ITW/BUILDEX. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820(HVHZ)&ISM(NHVHZ)OF THE ABOVE MENTIONED CODE, INC& T CONSTRUCTION PRODUCTS,RESPECTIVELY,OR f 14 NDS WOOD SCREWS OR 1/4'/NDS LAG SCREWS. FOR A BASIC WIND SPED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY 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 CA) MINIMUM THREADED PENETRATION OF 1/4"/TAPCON OR 1/4'/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 C8 'DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR C5,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. A ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D., TESTED, WERE NOT OVERSTRESSED,A % INCREASE IN C.2)MINIMUM EDGE DISTANCE OF/ ALLOWABLE STRESS FOR WIND LOADS WAS f{QT USED IN THEIR ANALYSIS.S.A DURATION FACTOR CD = 1.80 WAS USED FOR VERIFICATION /<'/TAPCON OR 1/4'/CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4'/ 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 BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION IS16 & 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY=33 KSI(MIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(j)& ®SHALL BE# 10 x 3",410-HT MINIMUM SERIES W/ 173.6 kei YIELD -1/4"/ITW BUILDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 167.4 ksl TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19381. NOTES: 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITW BUILDEX TIX SCREW 1'. FOR 6063-TS ALLOY AT SLATS SHALL BE FY=25.9 It 1.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 RECOMMENDA71ONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kei YIELD STRENGTH AND 90 kel TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL ITW/BUILOIX 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 ALLOT WITH ALUMINUM MANDREL IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kel 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 1709.941 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. BUILDEX. INC. TO MIN. 1'C=3192 pal. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4"0 x 3/4'ETE-SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS MI MIN. 1'ae30po pal. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 1/4' /CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN, i'c=3350 pei. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NOTES• 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'/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(E.D.)SHALL BE AS PER SHEET 13. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8')INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EM13DMENT INTO STUCCO SHALL BE PERMITTED. 1/4/-20 SS SCREWS USED SHALL BE 1 1/2" CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG MINIMUM SHOULD STUCCO EXIST. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A.2 ABOVE BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT (B) TO EXISTING CONCRETE BLOCK WALL•ASTM C-90. 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. (E) THIS F-ED.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 9.1)MINIMUM EMBEDMENT OF 1/4'/TAPCON ANCHORS OR 1/4' /CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' yy11111f11111H1p/� --- MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. FTpRIDA BUILDING CODE(High&Non High Vabdly Hurtkans Zone) 4-SOILID SET ANCHORS ENTIRELY EMBEDDED 7/8 CRETE UNIT B.2)EMBEDMENT INTO STUCCO SHAALLLLLBEEPERMITTED. 1/4" 0-20 SS)SCREWS INTO HUSEDNSHALL BE1K1/2'•LONG �`v �'�(' NS�, d�I�'Z ® RLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. _ Y.P 44167 vfo��ie B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ' = I L E C O 1NG. FOLDING SHUTTER CORP. BATE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE S7AT YJLUT cESnNo&ENOINE[RINO COMPANY teal YARnx Lunml KING JIL�vo SHALL BE AS INDICATED ON ROTES B.1 & B.2 ABOVE. E OF �1 o n.a s.xia wanx,cwmwx n anee '�T :l REAM,n sslot 20-190 I �� .,(]06M/1-1?L.F,(]m�/1�1611 PH:Ad ftd17-e377 '.'��c• <ORIDA ,• c� a-m 1:Ueecoeaoi.mm ....eampmw:­ muvnxa N. CA.71LUT19 HALTER A TILL7T Jr.P.E a..o ornroai ea_ a.F. m ra RF SE;1111,,, FLOieRA Uc.1 44167 n. s _- SHEET 1 Oi 1] J900• -0A• 2911• SdRO• [L � 2. pay � P�*. �. �• � r.J79• lb a1T © SLAT •JW -011• -,SJG• SLAT i1'INDOW. 2>sG (TO BE USED FOR ALL INSTACIARONS, ® ©j'y1 '- FLAT E1VD MAY INCLUDE PERFORARONS as PER 6063-T6 ALLOY 6063-T5 ALL 6063-T5 ALLO EXTERIORENTERPIECE DETAIL ON SHEET 3J 30 FEET OR HIGHER ABOVE GRAD ONLY FOR EDNS 4 INTERIOR CENTERPIECE -T MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY 5 SEE COMPONENTS 20, 21 &22 ON SHEET J.) .JOJJ• .wr• � _ 2.m—..J 20)T• •!9Y Qg gQ ITO 2e3Y .lay,i .1T0" p _ R .ITE• _.rlo I .o9T• .v90 _ R o gy _ .a9T' .D6z• � 27TJ' Tom" 3713• ,?.R77• !J• 27M• © WALL HEADER © 2" MAX B.O. CEILING HEADER BOTTOM SILL TRACK 6063-T5 ALLOY SZkZHEAD TRACK ® BOTTOM TRACK ADAPTER 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 2B96 t2 COMPONENT' G 6 i1 t2 .Gm• .�• �.°�• a Q 2" 5' MAX. 0.125' 0.125" aJTe N R .Der 2" 4' MAX. 0.25" 0.25" L7 — Ll Q 1• 2" MAX. 0.062' 0.062' ©1 ALT. BOTTOM TRACK . ADAPTER E BOTTO W M RA GUARD 0J ALUMINUM ANGLES ® RAIN HOOD 6063-76 ALLOY - 6063-75 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY '`w, CO "PONEN TS St f� 1tj% I FLORIDA BUILDING CODE(High h Non FBgh V*Wty XYrrIcans Zone) r9v N 's7j,� ��CENSF'.• % ®rGTD mIECD IR4 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0°"M By' 3f8"0-16 ACETAL = No.44167 1L E C O iNc. FOLDING SHUTTER CORP. '�oW TLTi 71lD G�/11pCfT//CI ® LOCMG TUBES * 1LIg—ESfMO!ENCINEEPINa COMPANY INW2 BEUACH Ow i•BLw �FlOr1RlJ1l4171J&lilL�GrrA7 AT CENTERPIECE ® CORNER POS �� STATE OF +xr�,�,,, ,�, ^^t,,, ,yyl� "�'Pitlow-643-wyl Zo-ti90 e 6063—T6 ALLOY % O•• F p, �� maB:uGecroao9lc9m trt../o1dlnG4huH4nom11 DRAWING N9 6028 1 ALLOY �'�'.• ��R�� .• WAL.R w.nwr .P.E. •,�• ®,d- .��an .m..a MIN. 2B 1/2"LON ��'f ��\ P.E.P.E pyfi \\ FLORCA Lk./44787 - ao.ltsu /1 _ - -_ .. T OF. _ I I 1S,AL(%EAR.+Y2 I ,S r@LUFAMMI 1 ro M T°P 1J/4'�0 HOLE ttTE r i SPACED O�CJ Z-CLIP EACH SIO£ TABLE 1: SOURCES FOR & 0 ; INRECnONS. i , i ; OF WINOOIf(SEE TABLE 1) OPTIONS SLAYS i 000 SLAYS ' ; ; i 7YP1GL PROPEATNf3 STINGARD m? SAW 0810a NE KNUCKLE' I OQ O I KNUCKLE i i RvmRfNCE MATERIAL/SCECE PL4= OXO i (NYP) LLGMAKROLON J?0,3 LQM 10.7 RESIN N I Q 0 I I xo P.l065AL 000 I NET47NG SPECIFIC GRAVITY ASTM D792 0.00.1 Ib�n 0.043 ID/n' 000 :Pnq ' N--+it�r4amv- TENSILE YIELD STRENGTH ASTM D630 9.400 P..J. 9,500 P..L FLEXURAL STRENGTH AT YIELD ASTM 0790 IZ500 p...L 13.400 p...i. 3 i I. I.1� FLEXURAL MODULUS ASTM D790 340,000 p...i. 345,000 p.eL = I ' 20 I + fNW an SW-IN END Im 1.000' 1O CLIP IDP/BOTTOM MAX. ; ^ OF fYIN. NOTCHED[zoo ASTM 0256 18 Fr-Ih/.rt 17 Fr-Ih/in U =� (SEE TABLE 2) FIRE BUIMGJIA._r•TERIs,RS, SMOKE DENSITY ASTM D2043 47.2 X 64.5 X WAX $ I RATE OF BURNING ATM D535 C-1 CLASS C-1 CLASS j _ A) SELF N;NDION ASTM D1929 1040'F 980•F y i SLAT WINDOW i i SLAT WINDOW -O.OSO'THICK WEATI01INQ ASOA C155 POLYCARSONATE NEW7N0 TENSILE SfRET1CTH AFTER WEATHERING ASTM D638 9302 p.ai. 8840 P.�. z I ! 2 X227, WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM D638 8461 p-L 5380 P.J. i• WO MAN. (2)WNNOOWS MAY BE 1N ONE SLAT SPACED 'N A A&WMUM OF 24'APART, KW 12'MIN.FROM N I N i I £NQS OF SLAT 7DP&BOTRIM. - sur MUST EVER E ra INSTAUM ALMACENT TABLE 2: SOURCES FOR TO ENTERPIECES%ORar NOR AT CORNERS OF PRODUCT. MISTER TO<,y.COMPANY p iTF�_r TIPM PROPERTIES SIANDMtD 00§ --L-, ® SLAT 1�INDOTV DETAIL REIMR&.EE Buac oN PART O PHYSICAL: �ls cars o�0 Burs j I SPECDC GRAVITY ASA D792 0.042 16n n N KNUCKLE i O O KNUCKLEL, VIEWING (1YP) 000 i (TYP) i ,�. i NRNDOW TENSILE MELD STRENGTH ASTM D838 11.500 P...i. 000 (J)ROWS OF c mm ASS.• FLEXURAL STRENGTH AT YIELD ASTM D790 15,ODO p...L 000 1/4'O HOLES ; �' FLEXURAL MODULUS ASTM D790 450.000 p..J. I QO FA SPACED I_______1• . JypAQ; ,rwmacL�ln�rxE i IN B APART NOTCHED rzo0 ASTM D256 0.6 Fr-1a to E,nreortoN I 1N BOTH ,r ux ttu.Ance I /In AGE i DIRECTIONS. ' ro ME ��� I THERM_PRGPERIT6: I j I o.aa' �.71r yam• TF1 COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 a 10 in/;n-•F 21 `=ri t� © P—EV RAW CL� AEZI.TIN'�G T MPERATURE ASTM 0.5415 SOVO?F Li �}.A —TO BE USED AS AN OPRON FOR ALL/NSTAGAnaHS ®:SLAT MNDOW ELEVATION UNDER LARGE ANNSSNLE MAY INCLUDE PERFMTIONS AS PER THIS TYPICAL lA SLAT WINDOW DETAILS -MAX. (2)2)WINDOWS MAY BE 1N ONE SLAT SPACED � UTAL 24'APART(MAK EVERY 10 SLA7S). WZ N) VIEWING WINDOW & IL I l . ILL) CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION o(LARGE MISSILE IMPACT +++++µ1HHI.7'il,lfo FLDF40A BUILDING CODE(Nlph & Non FDoh vdooHy FWrrkam zone) Qy. ............ i 02020 TLTEfb INC. piIAWN Ir.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM M P No.44167 `• "_ FOLDING SHUTTER CORP. '/'°/�070 L E C O�N�. DATE 'J F�J * �ESIING h ENGWECpNO COMPANY I....KM0 IL 9.YD :• STATE OF �n11C�a. a> „�,.p'mp.Fl Xam`'P„-,m,"1Q6 W1sALu BEAa�.n a14w 20-190 _ma:Mtee.OGdcom w.../.MYIRshuN.n. _ DRAWING N. ��iC••.�C P �: WALTER A°TIOWft�:P.E .. P.E.9FA jr1� raATB•'•.`�`��,�`` FIDWDA llc./44167 SNFET 3 OF 73 ' 1 A ' 2 orOW/ 13 ,16 , 1© GR 19 4oR'5 ' ® �2 n_ w x rn a zo USE(2) AT 30' ♦ 0 2 ♦ NOTES ON®g LOCKING TUBES®AT 44&OO . In O.C. FOR SPANS n X j UP TO 99' 'o - 1. TWO (2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED C3 - AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) 5 FOR LARGER w USE (3) ®AT 30"O.C. x o FOR SPANS LARGER SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE N n THAN 99'UP TO 144" INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED CENTERPIECES wfn 4QOR g. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. N "a- '2.(2) LOCKING TUBES<�SHA�ALWAYS BE USED TOP h BOTTOM AT Otn �' , PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES -H OR 18 (Z ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. LUL 1. . t i t SEE LIMITATIONS FOR®ON SHEET 2 I 1 [SE!END CONNECTION DETAILS ON SHEEP 9 TYP. FULL HEIGHT, FOR 6. t O t O+ 13 , O+ 1 6 ,®+ 13 ,CONCRETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O O © t O+ 11 9 + 10 9 + 10 + 1 UNLIMITED WIDTH TYPICAL ELEVATION 46 N. T. S. 4, NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET B. SEE SECTIONS 7, 7A do 79 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. 1111111HHNHl///, SEE SECTIONS 4W, MAW , 7W ON SHEET 11. �� ,� FLORIDA BUILDING CODE HI h R Mon MI Vd HurtlDan@ Zone SEE SECTIONS TAW, 7BW, BW�& 14W ON SHEET 12. �-�� .•• ••. C/ � C Y Dh �h ) ®2020 TLTE00 IM TITAN If FOLDING IMPACT PROTECTIVE SYSTEM 0°Awm ii' 4.P No.44167 7/10/2020 * = I L E C O�Nc. FOLDING SHUTTER CORP. GATE STATE OF =TESTING a ENOINEERINa COMPANY 1ne2 worm tU EAC lalro a CLYD — m s sa.at ware oNmmy n urea wrst PAW BFAl11,n asw4 20-190 p•. c ".(Det)a71-,ao.rm,t:aletl-+LT, mt,1e0o w-e27t c COR1Dp .—man urc.cooaela"m ,,...taenpn Al.n can mwma N. CC•''... CA IN TLL1T Jr.P.E. P.E.SEMI �' .�,"`�� RORIDA U.1 44167 I - /1r t� _ _ ;SHEET 4 Of 13 POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. CONNMIION OPTIONAL RAIN HOOD POURED CONCRETE // E)05TING NON STRUCTURAL WALL 0.060'THICK SS. (NON-ST RAIN H000 (NON-STRUCTURAL) REWIRED. TRIM(DECORATIVE HEAD) (SEE SHEET 13)2A ROLLER HOUSING (NON-STRUCTURAL) J �•) 'g 1.000' 2500'MW. / 7 / MM. E.D. �- / RAIN HOOD •s / (RO NYLONONAL LLERS ��� CON1��C2 �- < / 0.855U RS / / / Y (NON-STRUCTURAL) I I f10 x 3'S.S. S.M.S.W/ 3/16'ALUM. 0.373'LONG NYLON- W I 13 BUSHING W/A 0.150' 3/16'ALUM. •z POP RNETS, e _ COIN. POP RIVETS, at O.C. LONG TOP SECTION O.SOO' a ' I (z'xl'MAX.) 0.1637xD.270' ®18'O.C. / O.D.AND 0.245•Ld.AND x0.070• 1/4-0 0 .7M'LONG BOTTOM ULUWAB BUILIF_OR TAPCON I SECTION 0.320'O.D.AND WEATHQi I NM.SEPARATION W/AOVANCEO 0.245'Ld. STRIPPING Ell POURED CONCRETE TO GLASS THREADFORU 4, - OR CONCRETE BLOCK SEE SCHEDULE J TECHNOLOGY OR I 1/ 0 x 1'TEK (TYP) 510E(TYPJ 'y ( l Of T Or zd WALL REQUIRED. ON.SHEET 13) z d� 1/4 0 ELCO ( SCREW OR 1/40-20'.1' 418'ALUM. t ®t N CONSTRUCTION® SS.MS WITH NUT h POP RIVETS,{ PRODUCTS I WASHER 0 4'O.C. a 1B'O.C.CRETE­ / Or �X N W/1 3/4•MIN. POURED CONCRETE I EMBmMINT®6'D.C. ®t OR CONCRETE BLACK MIN.SEPARATION _ WALL REQUIRED. I - TD G1A55 Or (SEE SCHEDUL' ®t 6 �/ /// ®ttj ON SHEET 13 N I z I MIN.SEPARATION POURED CONCRETE ( TO GLASS OR CONCRETE BLOCK 1 S - —(SEE SCHEDULE - TO REQUIRED. I ON SHEET 13) 1 or gyp I ' t (SEE SHEET / rtW 1/4.0 x 1 T 13)- a 1 4'd _ _ I SCREW OR 1 TEK /40-20'xt' •s W/A7IJANCM I WASHER SMS 0 4'O.C.O R I jg /tOx3-S.S.S.MS.W/1/2'0 % TECHNOLOGY. ELCO R / 1'LONG NYLON BUSHINGS CONNEL'TON O1 % (Typ.BOTTOM).AND 3/4' CONSTRUCTION I •�; $ (SEE SHEET 13) LRONG(7 HOUSINGIX(M)AT WALL FACE MOUNTING INSTALLATION CRE'E]%4'TMIN. SECTION 2 EMBEDMENT O 6'G.D.' (2'.4'VU•) \ ^. WALL FACE MOUNTING INSTALLATION OF50MCHOR SECTION 'I 1/2 SPAONG ANOICR sPAC.O GROUTED BLOCK REQUIRE11 D. 0 (MIN.If'-2 I MIN mi GROUT)OR 1 . 2500 E0 MIN. POURED CONCRETE MIN. � ENSTINO NON STRUCTURAL WALL TRIM(DECORATIVE SILL) O 0 R""`H"O� DECORATIVE WALL TRIM TRAPPED ANC STAGGERED ANCHOR SPACING MOUNTING INSTALLATION DETAIL FOR 6 SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE •� A.S.D. DESIGN PRESSURE RATING = +65.0, -90.0 PSF,uaMuuuNp„l & CONCRETE BLOCK `\\\\\��RA, �/ �'' FLORIDA BL(ILDING CODE(HI®h &Hon High Vefoft XMrrfoane Zone) SCALE: N.T.S. - F 02020 TNECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR" By'ALP No.44167 "' NOTE FOR COMBINATION OF S�CTIONc; E.D. = EDGE DISTANCE - - 7/10/2020 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IL EC O �Ne. � FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUIT ANY INSTALLATION. ` STATE OF TFSTINO at ENGINEERING COMPANY 166Z MARTIH LUTHER KIM JIL BLVD ��/ F p RIOPxu.sR m A+tle�a ovooa.Fl.alas WEsrHO PALu t#ACH,FL3s4a4 20-19D ,C•., ( .,(atl)ml-1 v0.la.:(Amlm1-1v1 1600-huff. t SEE LIMRATIONS -mmECAu�moaB Loom �.vdamngahuN.m.cam OMWRNO No WAL7ER 0.TILT Jr.P.E. �.r mwnw Aa[ ac r .aaoarnr. o.1t P.E.MAN./51/JAIL ,��011 11.11\N\\ FLORIDA Ua. 44167 . m i>♦m /gym a.. ___ - SHEET 5 OF 13 1/4.0 x 3/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER 0 6'D.C. 0.060'THICK S.S. POURED CONCRETE OR ROLLER HOUSING 1 MIN.SEPARATION I MIN.SEPARATION CONCRETE BLOCK WALL I TO GLASS REQUIRED LCOSEE O GLASS H.bE1PJECf101) OPTIONAL RAIN HOOD 1`(SEE SCHEDULE SCHEDULE (SEE SHEET 04 EO. ED. (NON-S7R'MRAL) 1 ON SHEET iJ) 1 Or �I SHFfT 17) 1 Of � '3% -LONG SNYLON B�HINCS ALIERNATE 7/18'ALUM. ®t OP RNETS 0NATE 15'O.C. ®i w POP RIVETS 0 5'O.C. 1 (Typ.TOP)AND 1'LONG(Typ. AT REAR. AT FEAR. g BOTTOM>.EXCEPr AT ROLLER 1 1 HOUSING(TYP.) W `ROLE/��. I =z�a= 1 A� ? 0 j �_ a •3 W 0.855'0(TYP.) _ 1 n 1 ^3 g Eq.Eq .O •2E milliI r'I, 3/18'AWM.POP RIVETS 1 7 g 3/18 ALUM.POP RIVETS _ O 10'O.C.BOTH SIDES -- O 10 O.C.BATH SIDES LEG&NATE _ 3/18'ALUM.POP E0. ORIENTATION RNETS O 18'O,C. p10 x 3'S.S.S.M.S.W/ 0.373'LONG NYLO ONr.0.183' MIN.3/4- BUSHING W/A 0.150' 1 LONG TOP SECTION 0.500' MIN.SEPARATION 0.270x0.03D' MIN.3/4'PLYWOOD PLYWOOD ( TO GL SS UL7RAFAB REQUIRED 112'MIN. REQUIRED O.D.AND LONG I.d.AND (SEE SCHEDULE WEATHER 1 Of 1/4-0 TAPCONS OR 0.223'LONG BOTTOM C�-� �4{ SECTION D320'D.D..AND SKEET 13) SIDE(ryp•) ®t ANCHORS 8'O.C. ,� 1/4'7HRU BOLT W/ 0.245'T.d. WASHER&NUT O 10'O.C. (TYP.) —E— H 1/4'THRU BOLT W/ $ / FACH SIDE 1 � POURED CONCRETE OR WASHER&NUF O 5'D.C. 1/4'0 TAPCONS OR I CRETE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL 1 OOf REOLRREO -2'x4'OR 2-Wxt/e' POURED CONCRETE OR 5'x7'x1/8'6063IS CONT. ALTERNATE 3/16'ALL t 6D63-TS CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BEM PLATE POP RUM O 5'O.C. ® ANGLE. REQUIRED AT REAR. STANDARD COUNTER-TOP MOUNTING INSTALLATION I ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 w MAX.AS.D. DESIGN PRESSURE RATING= +66.0• -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF z m n>i - - W �/ - g -- - �3/i6-ALUM.POP RIVETS O I1•—MIN.SEPARATION • '�� 10'O.C.BOTH SIDES 9 TO GLASS (SEE SCHEDULE ON SHEET 13) �8 1 1 ar I ALTERNATE LEG &ANCHOR t � CONNMTION C3- ALTERLEG NATE /7 ORIENTATION (SEE SHEET 13) &ANCHOR / ORIENTATION L „ _ 0 x 3/4'IEKS SCREW W/ POURED CONCRETE OR 5/B'WASHER O.1 1/4'x J/4' •S CONCRETE BLOCK WALL BOLTS W/NUIS&5/8-WASHER 0 RED CONBUILD-OUT FACE MOUNTING INSTALLATION (SEE SHBON 13 (SEE .% SECTION 4 - SHEEr 13)- 1/$'0 x 3/4-TENS SCREW POURED CONCRETE OR j OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOC:REQUIRED % &5/8-WASHER O 6-O.C. INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK UILD-OUT FACE MOUNTING INSTALLATION. 1IH , SCALE : N.T.S. T ®N��1 BO OM RIDA DDILVING CODE (Nigh &Non High VilcaHy Hurricane Zolw) ••.• Q,'1202D mTEDo INC. TITAN II FOLDING IMPACT PROTE SYSTEM DRAWN BY. NOTE FOR COMBINATION OF SECTIONS: * PROTECTIVE SYSTEM = EDGE DISTANCE — u.v 1— MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) s _ NO.44167 - - 7/10/2020 IN ANY WAY TO SUIT ANY INSTALLATION. _ * = IL E C 6 INC• FOLDING SHUTTER CORP. DATE y '; STATE OF -TESTING a ENGINEERING COMPANY III32 MARDN WILIER KING JIL VLVD - W.xu,s,s..m waBaA camps,n S]im WEST PALM REACH,rL J3404 20-190 t SEE LIMRAT10N5 FOR ON SHEET 2 '• F p• ;' ?"m• <o- +-IrOo•rm:Tme1m1-mI PH:I800-W-8371 COR1� ,• `.�� il:MtecoOaalrsrn wwv mfd lna•huft— DRAWING Na a f� WALTER �TILLLrr J,P.E. xn.x. eaa�e un enema mrt P.E SFA1.�8K:) '•;x�A RORIDA U,.111 44157 am n-ma npo - - SHEET 6 or 13 •LGN.ED. E0. ED, POURED CONCRETE CWINEfTIION Cfi REQUIRED (SEE SHEET 1S) O,D60'THICK S.S., ROLLER HOUSING OPTIONAL RAIN HOOD (NON-STRUCTURAL) (2)urLOH ploxr ss.s.M.s w/1/2-0 ROLLERS 0.855'0(TYP.) xS/4'LOND NYLON BUSHINGS (Typ,TOP)AND 1'LONG(Typ. I 8 BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) /10 x 3•S.S.S.M,S.W/- 0.373'LONG NYLON' 3/18'ALUM. BUSHING W/A 0.150' i POP RIVETS, I LONG TOP SECTION 0.500' O.D.AND D.245'Ld,AND CONT.0.163.0.270'.0.030' 0.223'LONG BOTTOM = ULTWAS WEATHER SECTIDN 0.320L.d O.D.AND STRIPPING EA.SIDE(TYP.) 1 Or p ®T B M .SEPARATION 1 Or g TO GLASS (SEE SCHEDULE X.S PARATION ON SHEEP 131 Lei TO CLASS (SEE SCHEDULE ? Or ON SHEET 13J ®t I MIN.SEPARATION 1/4.0 x 1'TEK SCREW OR TO GLASS OPTIONAL RAN GUARD. 1/4d-2WASH R MS WITH (` (SEE SCHEDULE I (�_��U NUT S WASHER O 4'O.C. I ON SHEET 13) 1 Or ALTERNATE 3/16'ALUM. ®t POP RIVETS 0 S'O.C. - I OPTIONAL RAIN GUARD AT REAR. I (NON-STRUCTURAL) I - n4 + ALTERNATE LEG I . ALTERNATE 3/16'ALUN. toy 9 LOUM WLE Rr, 14 POP RNEB O 5'AOLU " G 1 ^g 3/18•ALUM.POP RIVETS ANCHOR AT REAR. ^ _ 9 d O 1D•O.C.BOTH SIDES (SEE SHEETECTION to // -.�-- (SEE SHEET 13) S/18'ALUM.POP SIDES 1 O 1O'O.C.BOTH SIDES E0. S EQ: LIE OF / / / ./ / EDGE OF IF POURED CONCRETE APPLICABLE REQUIRED womm Cs APPDCABLE (SEE SHEET 13) POURED CONCRETE POURED CONCRETE / REQUIRED, �•MIN.E.O. REQUIRED ( (pN m •MN.F.D. •MN.ED. (SEE SHEET 13) •MIN.ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. `"11111111111111!/7AAN T!((/T''% FLORIDA BUR,DING CODE(Mph as:Non Mph VNdoctly HunUO1N Zone) NOT FOR MBI aTION OF CTIONR: * ;�yr:'•'y'L dpF'•.• ' 02020 TILTECD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN gI E.D. = EDGE DISTANCE u.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13) = No.44167 7/w/202D IN ANY WAY TO SUITANY INSTALLATION. •k = IL E C O INC. FOLDING SHUTTER CORP. DATE �17 t STATE OF TN3TN0 r ENGINEERING COMPANY • IM MARLIN LUTIRR KING JR.BLVD t SEE LIMRATIONS FOR®ON SHEET 2 ; F( 1�Q'' „'� m.gym.N1.aa.°'"0D4 n a1� war PAW BECK n 3sL01 20-180 (]pw!ISW.I.:1]1l1A1-tss1 NI:130D-W-6771 F OFj a-moil•UKeGaOaol.com �.f.W phldN-. DRAWING No 06719 WALTTR A�TUFT Jr.P.E. ..tt.r _ nmerno: - oo[ av:x: oOeseox RE SEAL/IIC K1RTyD13El" FLORIDA Lk-A 44167 I m•wt I - - SHEET 7 OT 13 POURED"CONCRETE"OR -- - BIOQf WALLRO PMZQ A�® B SPAN TUBE PER SCIEOOLE (2)R0W5 OF 1/4Y 7APCONS �( X ANCHORS tlYPJ(sEE scHTDu1>7 /. / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) # (6)1 P.3/P TEKS S003WW ------ -----------AT 2'�u LONORID"'LY. 0 0 0 - /--- -- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS 0 0 0 _�,Wn1BEPERSCHEDULE -' -- - -_-- TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE ' T/r�TTY 6063-"N1DI o O 0 o SIZE SPANPRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/4•011 3/4.1EK MREW ... - Tom.TTP. TUBE TUBE TUBE 0 S"D.C. r.4•@ 3t3•Q 311• rs a 60" _ 106.0" - '13 8 RRR4/YtEHO1N ]5d41/41 IERiRI 2"4zl/8' 96" 85.0" 17 _ 10(SE SCHEDULE) (�e i gg ENANANf(tea 144" 69.0' 13 8 -•.a•a r r a Bt 80" 117.0" 17 10 0055-TS AL IL ANGLE ar (SEE SC ED LE ANctE ®1 ®1 4 I1r 2`x4"xt/4" 96` 110.0' 21 12 (SEE SCHEDULE) POaTTc Ep.�.) (� Ax SPAN TUBE 144'- - 91.0" - 21 12 80" '109.0, 17 10 SPAN TUBE MOUNTING INSTALLATION TYPICAL ELEVATION (TUBE AT TOP) 2"x5'xt/B" 96" 100.0" 21 12 SECTION X 144" 81.0" 17 10 - .SPAN NBC 4 T/2•T1r1. En ) 80" 124.0` 21 12 oPExem 1n"T7P• 2"x6"x1/B' 96" 114.0- 21 12 144" 93.0' 21 12 - r.4 1 -1 L a CTHs54'm rr3 ". TIC VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMMON OF THE rQ-TO AL M.AN lS E SCI A11A1.ANmE �t BI 5G11/4y 1ENLT1 SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN ,(sTE saEanE) � -� � SHOWN ON TABLE 1. Y Y d TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) 1/ay.s/4•me sDROP o 0 0. _ o TUBE P ODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS rFF o 6.O.a - _ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE mAN wat PER SCHEDULE°° / "LL UNCIN ° 60• 76.0" 13 12 (SEE Sm+EanE) (�1/4•r 3/4•TENS SCREW 4'YIN.SPAONG - �"SPAN TUBE PER SO®UIE 2"x4"x1/8" 96" 50.0' 17 15 &DW TAAA. Kr 2 os LalmwmuLY. AvcxORS(TYP.) 144" POURED ttRLRETE (SEE scxouLO- 48.0' 13 12 OR CRDUrED BLOCK WALL REaummD ANCHORS CIYP1/4-0 s nuE) TYPICAL ELEVATION (TUBE AT BOTTOM) BO` 87.0' 21 18 SONA N S SPAN THBE MOUNTING INSTALLATK)N 2'x4'xt/4' 96" 79.0' 21 18 (5)1/4•.3/4•TE1a SCREW SEA ..Ax.SPAN TUBE UJCR1 - 144" 65.0" 21 18 3•r4 a 3.6•u r r.1/4• •T/Y ED.Ar x•ac.LONcmlOraur. LENGTH 6063-T6 AUM ANG:E DTPJ PInNc .T/2'TTP• 80' 77.0" 17 15 (3)ROWS OF 1/4•0 (SEE Up2"x5"x1/8" 96" 70.0" 21 18 TAPOONCHORS �Smmul a a 1 144" 1 57.0' 17 15 so' 88.0" 21 1 18 2"x6"x1/B" 96" - 81:0" 21 18 Z Z 144" 66.0" 21 18 _ 0 0 o o b INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 64_e.00O• -o e'T%ti/4•TDc sa¢W o 0 0--------------o o=o OR GROUTED CONCRETE BLOCK WALL . (SEE SCFOULE) - --- ---------- SCALE:N.T.S. SPAN i1R1E PER SCHEDULE �- SPAN TUBE PER SCHEDULE 6067-ra ALLor o O O / O O O MAx.A.S.D.DESIGN PRESSURE RATING t72.0 PSF !r _ 1a•a r r w 35.4•er 3%3•«3'akt Y _ Y EN7tH ALuu -� (s¢�" +�' `'y AAAA FLOBB)A BUILDING CODE(High t Non Mgh VNoeBy HurAaans Zone) -/ (sEE SCIIEDUEE) ,... ......, �i 02020 TR.TECO MC. --- "" DRAWN BY: ,���y�Q \yCENS,F , P TITAN II FOLDING IMPACT PROTECTIVE SYSTEM YP POUND)CONCRETE -0 o pr N0.A4167 _ I� E C O LNG. FOLDING SHUTTER CORP. DAE°'° BLOCK WALL REQUIRED 3,IV or rrY aF rsY.1/Y /-� * THl INO k ENGINEERING'COMPANY 1662 MARTIN ILTIMR KIM AL BLVD - (e) 3/4.10e SCREW 1.0.So53 uDa.4mE TYPICAL ELEVATION (TUBE AT MIOHEIGHT) / "■ "a°`3°°'wLv'"v'w°'n MISS 'wEsr PAW eucN'n s34°4 20-190 .Q•. ,(STaj311-111a.FA.,(JW1tR1-16TT IN7:1600-643-6371 AT z qL LDxanuoe\YLr. (� �� STATE OF :a*e• _c_PI�N TUBE MOUNTING INSTALLATION - . Ts 'Q•'• .F P 1c`kr.' mRCA-00050O9ttom Tr...1ATaTrprhuH.ncom oRAW1xo No 1 SEE LIMITATIONS FOR©ON SHII'f 2 �� WALTER A.TIUH Jr.P.E. SECTION Z P.E.S �r /MANE..•-'�,C\```�� FL0T6W{Ua 8 4a167 SHEET 8 OF 13 -1/4'V.1 3/4" YIN.E0. TMCONS/CAE1Elg (SEE SHEET -DOMING BASS ANd1ORS 13) _y_ �—E185IWG SIROCTDIM STRUCTURE _ STRUCTURE ——— S 8•.TNAFIDED HO pIy, * ——— —— ——— YBl ED. K 3.788•C".) SrRU (BEE SNEEf 13) W TURF •� .1244 3/18"POP RIVETS OR O CENTERPIECE FOR R 1/4'0 x 1 3/4' fa'•O.C.3/4'TEKB O (ITP") + 1 1 _ / ANCHORSTAPCO 0 Ir D.C. /16'POP A\ 3 1 or or t or 1 - DR 1/4• ` or 1 t fa f 1� d/4' 1�1 TEILS°f°•DC WALL FACE O END CONDITION sov 18 so•a so.v BOLO 2 s� 3 3/16'POP RIVER IXt / 18 4 SHWN 1/4•x 3/4 ,ExsOR ° IrN n)0 OR 5 - IB'O.C. p (Bf£nN7TE,) (2)II�S O 3W o.C.o EXTERIOfI (z) FOR 30'D.D.O YIDSP FON DP To 99' / - MIOSPIN lQI��TO BB' O.CC...M.SPAN"F°OR 3UP O o 1�NN FORCrHulfBUP 18 HORIZONTAL SECTION 20 m,,,•SPAN(� ,a BE /�O�R /18'POP R\ HORIZONTAL SECTION SCREW E TOR BE DOERIOINSTALLED / `" / ._-.._ INTERIOR OR ExfFRIOR) (AVERS EIOFAIOR) OR EXTERIOR) 'UR a,POP 4' I 2'x2•xT/B"I'm. tt>rs°te•o.c. T MAY VARY AT LAST SAT AT TRAPPm RSTALUITIONS _-4 OR t D1 BOW-TO Aura ANGLE ' 4 OR(� / TAPCON/U7EIE-FLEX VPPNN 3, t SEE uMTTATi01LS FOR©ON SHEET 2 ANCHORS o 1e'o.c.TO SHO TAP :ICI TE-FLEx SHO / FX05TINC SfINUCNIiE NiRI0R5 O 18.O.C.TO Ex sm+c siRUCR1RE _ .BUILD—OUT DUST=STRUCTURE 1/2' :2•xYx1/8'CONf. END CONDITION LIN BOW TB Alloy ANGLE I., W--- S/18'POP flIYEROR1/4 x 3/4'7DR OR UURE END LOCK ANGLE NUTS x s12- .m w/ END LOCK ANGLE MANS O 12.O.C. NOTE I HORIZONTAL SECTION HORIZONTAL SECTION 2'x 2'x 1/8"6063-76 1/T•x J/4•TEN CONE.AUMONUM SENT ANGLE SCRETS A 4'x TO ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE D r D.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®• A (2)IN JD oc.o N10'Aj'FOR 1.TO 30' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN a(37(f�0 30 0.357•xD.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED OC O MOBPA1r:UP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCRETEW MAY BE INSTAALLEED A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR°ITERIOR) OF THE TIP A SQUARE, 0.475NO.475%0.085" 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 'Iwo SHOWWFFII (1)PIECE, 1.375" LONG, WITH A 0.366%0.366"x0.630" 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" (EMIS IRTIIBoR '1 DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. � OR DaMOR). •�,1tf' SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 8 (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. INTERIOR 4 OR OR SHOVT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL a"pµ,uunrlryrrJ/' HORIZONTAL SECTION A.r114 A ii, FLORIDA BWLDING CODE(Mph t 14m Mph VNooHy Hurtlocne Zom) END INSTALLATION DETAILS INTO CONCRETE. j��?•' \zENSF''. if, m2o2omTEIZTNc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °AAA�' CONCRETE BLOCK & WOOD (AS APPLICABLE. ro°•*1 s7 = I L E C O iNN:. FOLDING SHUTTER CORP. "DATE DATE 7ESTINO h EHOINEERIND COYPANT 1882 NAIIT�N LUTHER KIND JR.N.VD h' STATE OF n.m em 0e., 91vIa. T Eeo43_iT 20-190 FC O R TOP.: 31�� •"cAe2ia l CqA •••Femx lanm.Kom oRAw No N" `` wALTER A.TILUT Jr.P.E. ar.". oe[ P.E.S 0 v y"SV FLORIDA Llc.A 44187 ao,r-m JI SHEET 9 OF 13 1 1 2 a 2•a 1/B ��ALUMINUM ANGLE -BUREI-UT MOUNT PER SECTION 4.SHEET 6 A A (2)3/16'POP RIVERS. 2•a:r a N EACH LEG OF 2'a 2' AOYONM AN M ANGLE LEG MAY FACE AWAY FROM OPENING (AS SHOWM)OR TOWARDS d OPENRNO.NO ANCHORS my REOYIRID TO FROST 1 STRUCTURE BUILD-OUT YOIMf PER SECROI 4,SHEFT B (2)3/ts•POP RNM, EACH LEG OF 2W MCIE ALTERNATE WALL EXTERIOR ELEVATION 9LL SIMILAR T HEAD IDEs -PLAN VIEW A—A MG I.ONE DR BOTH AGES % •��`` OF PRODUCT (2)a v4•o.3/a• OPTIONAL SIDE ANGLE TEKS OR 3/16•POP 'L+ 1 1/2'.1 1/z•t 1/e•.O'-z• (FAIR sEC11ON 4,SHEET 6) RIVETS PER ANGLE TD Y6N.AwY1NU aw TOP Nt TRIBE BOTTOM OR TO WALL(2 REWIRED) 2 1/4.0 TAPCON/ —FLEX ANCHORS EA.ANGLE TO SUB ® 1/4'0 a 1 3/4' TAPCONS/CRYEM MAY ANCHORS 0 S'pG POP RIVER OR EGS�GST��.3/4•TEKS3 D.C.3SLAT DF COL&RETE sLME 0 OPIECES MAY BE MT R L END TRAPPED ENCO CONDITION W/ FLAT END NOR - FLARiDA BUILDING CODE(Mph t NOTt H1ph YN41GGRr Nurrtoane Zone) END INSTALLATION DETAILS INTO CONCRETE. °�_:'' ��GENSFy'• • ®=mnTFm G T INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIA ND.4067 E Mp 7/10/202G CONCRETE BLOCK & WOOD (AS APPLICABLE) * •*= 1 L C O,No. FOLDING SHUTHR CORP. DATE 7�7 STATE OF WT ESTMG&ENGINEERING COMPANY 1662 YMTN LUM K ND JR.BWD 6]YT6/x. Oti.. 306 TaIdH aumONs,R sttm WEST PALM BEAM,FL 334" 20-180 �(N .O�76E1-I6]o191 Pik 160a-643-6321 a-mtii:UTteComo01.N:0m n.�.T01QNp.MlthraAol6 DRAW=No Oc�.FCOR4 � - CA-DDG6219 WA.iIA A TILL Jr. Doane en. FIDRNA UT 44187 m n-m /N - - SHEET BA OF 13 i 1 \\ WALL FINISH OPTIONAL RAIN HOOD (NON-STRUCTURAL) ?-- 'WALL FINISH 52 0.060•THICK SS. /10x3.S.S.S.MS.W/ 1/2'0 x3/4' ROLLER HOUSING LONG NYLON BUSHINGS(Tjp.TOP) CONNEMION C2 AND 1'LONG(T7P•BOTTOM).EXCEPT AT ROLLER HOUSING(M.) NW i ` • 0.080'THICK S.S.ROLLER HOUSING ^z ,:±;�;,:i,:,+gin (2)NriON OPTIONAL RAIN HOOD 2 2NYLO (NON-STRUCNRAL) 0.855.0(TYP.) 2'x4'CONT.WOO ' 3 6 HEADER RED D. #10 x J'S.S.S. W/ /16'ALUM.POP ^..' M373'LONG NYLON _COIN. RIVETS,®10'O.C. - - n BUSHING W A 0.15D' 0.163'x0.270 ~ CONNECTION 01 LONG TOP SECRON 0.500' ;•y` �� _ D.D.AND 0.24V Ld.AND UL'RAFAB i 0.22.T•LONG BOTTOM WEATHER -1 or 0 SECTION 0.3jw I 20'0.0.AND SHOPPING 0,245'id. yDE GYP.) ' m'P) I 3/16'ALUM.POP RIVETS.0 18'O.C. MIN.SEPTO �ON 2'x4'CONT.WOOD i MIN.SEPARATION (SEE SCHEDULE 1'Or ON SMUT 13) ®t HEADER REO'D. (ON SHEET 13) ®Tr 21x4'COIN.WOOD 1 PLATE REO'D. w WALL FACE MOUNTING INSTALLATION � - 's SECTION 2W (TOP) W I n1 `�^ OOIYFI.'IIW CI WALL.FINISH WALL FACE MOUNTING INSTALLATION SECTION 1IN INSTALLATIONS DETAILS INTO WOOD �p"%%N11UA!IT�C(/�AA4i� FWRIDA BUILDING CODE Q. (Hlph t Non Mph WloaMy HMLTtaam Zone) Y SEE LIMRATIONS FOR®ON SHEET 2 Q>•��CENSF S ®2020 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: NOTES; LAP NOTE FOR COMBINATION OF S'eCTIONS� 0,44167 FOLDING SNUTiER CARP. '/'°ATE BE FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 1- MOUNTING SECTIONS CAN BE COMBINED * 1L E C O FMe. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL T TESTING k ENOINELRIND COMPANY IN2 MARTIN LLRNEII KIND JP BLVD IN ANY WAY TO SUIT ANY INSTALLAl10N. !7- q_ g-(p1E OF a >�,. w m�,.,�.aNm04 n anaa WEST PALM RUCH,n.33404 .:Bro�r,eao.b:cxsXm-m, PH 1600-643-6171 20-190 �$�O' pCOR10P.•' a-mop:tiltmom DRAWING No CA-000671R T ... ��` WALTER A 1.Jr_P.E v r-.. marm. o� 4n.r .oR P.E.6E 1- �"�Y� FLORmA lLe./N767 t m nm 4 - - SHEET I.OI'1] 1/4'0 x 3/4'TEXS SCREW DR 1/4"x 3/4' BOLTS W/NUTS&WASHER O B.O.C. 4NB'(I.rm.)EXISTING WOOD BEAM REQUIRED.STRUCTURAL ADEQUACY OF DXHSTING WOOD BEAM TO BE - CERTIFIED BY REGISTERED WALL FINISH, O.D80"THICK S.S. t SEE LIMITATIONS FOR®ON SHEET 2 ENGINEER OR ARCHITECT PRIOR ROLLER HOUSING TO PRODUCT INSTALLATION. 2'x4' iCOkNWDON C4'. E E COAT. WOOD EQ. .OPTIONAL RAIN HOOD NOTE FOR'COMBINATION OF SECTIONS; HEADER (NON-STRUCTURAL) REO'D. ''. 1- MOUNTING SECTIONS CAN BE COMBINED I¢1Qx3'B.S.S.MS.W/1/2'0 x3/4' IN ANY WAY TO SUIT ANY INSTALLATION. CONNECTION Cf. LONG NYLON BUSHINGS(Typ.TOP) AND 1'LONG(Typ.BOTTOM).EXCEPT I+ AT ROLLER HOUSING(TYP.) OPDONAL RAM HOOD NOTES. (NON-STRUCTURAL) (2)NYLON c a - WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO -1 FOR ROLtER BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOUAL I r---�--��----- it ---- - 3/16'ALUM. 1 O x 3"SS.SM.S.W/0.373'LONG NYLON I B I.__`J POP"D.C. D BUSHING W A 0.150'LONG TOP SECTION ,3/16-ALUM. ALTERNATE ION O 1B'O.C. / _ 0.50D"O.D.AND 0143'IA.AND 0.223'LONG LOCATION COAT. I POP RIVETS. (SEE NOTE') 0.16]'x0.270'x0.030' BOTTOM SECTION Q320'O.D.AND OZ45'L0' O 16'O.C. ULTRAFAB WEATHER (TTP-) MIN.SEPARATION I STRIPPING 6l SIDE TO GLASS �P-) I Or ®t (SEE SCHEDULE ON SHEET 13) m= - _ MIN.SEPARATION I I 1 Or ®t MIN.SEPARATION ' " TO GLASS 18 TO GLASS (BEE SCHEDULE (SEE SCHEDULE ON SHEET 13) ON SHEET 13) or ® t ®t IX ALTERNATE 3/16'ALAI ALTERNATE OCATIO LEG S I or ALTERNATE ` POP RIVETS O 5'O.C. J�'LOGTION OPTIONAL RAN CUARU' ALTERNATE LEG AT REAR. ��� T� `--„ / (SEE NOTE s) (NON-BTRUCTURAL) LOCATION I II LL. JJ II - v I (SEE NOTE• I I�____ 1I 1 I i LLJJBig ALTERNATE 3/16-ALUM. I I I I I POP RIVETS 0 5'O.C. 2"x4' i i L.__pp �y I I i I I AT REM. WOOD PLATE REO'D.` 1 n 3/16'ALUM.POP RIVETS ^, R O 10'D.C.BOTH SIDES '9 3/16 ALUM.POP RIVETS W O 10'O.C.BOTH SIDES EO EO. - 2"x8'MIN.WOOD RED EC. g 2'x4"CONT. I 1/4'0 x 3/4'1EKS SCREW (NO FINISH DECK LLALLOWED) ( 1/4'0 x 3/4'TENS SCREW WOOD PLATE RED-D. .� - OR 1/4"x 3/4'BOLTS W/NUTS - - { W/5/8'WASHER OR �` 1 d:5/e'WASHER O 8'O.C. . 1 lz 1/4'x 3/4'SHE BOLTS D.C.NUTS A: 1 I CONNEMION C4 ` 5/B'WASHER O 4"D. 2'MIN.E.D. 2 MIN.ED. —CONNECTION p WALL FINISH WALL FINISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4AW (BOTT M.) SECTION 7W SECTION 4W Lq 'NTT„ - TIC FLORIDA BUILDING CODE(High & Ron High VeWfy HurrICans Zom) NOTE 'ALTERNATE LEG LOCATION AND ANCHORAGE 70 WALL SHOWN DOTTED • '�,• •••F ®2020 mTECO INC. DRAW - TITAN If FOLDING IMPACT PROTECTIVE SYSTEM W BY. No.44167 " INSTALLATIONS DETAILS INTO WOOD * 1L ECOINC. FOLDING SHUTTER CORP. 7/LDATEp SCALE ; N.T.S. - STATE OF TESTING @ ENG MEETING COMPANY 19i2 MARTIN LIBUC,rL 34 BLro / ..361h d.. -ata. F... Ha W-IL 9.. WEST PRIM ODU3 n SS404 : :tom- .":ut. T..:°mu++-+471 PH,I6110-643-IWf 20-190 Q�.• men:tUG0671 d.eom m.TddMp hWbawm DRI1Y0N0 N. WA T¢L1T Jr.P.E P.E SFAI/ U+� FLORIDAFIAPo Ua 8 41167 _ SHEET Ti OT 13 Y�1 r-11 PINTOGLASS1ON9 MIN. GLASS DN t 1'�(SEE SCHEDULE TO GLASSI ON SHEET 13) 1 (SEE SCHEDULE-- ON Yi or ® w SHEET 13) � Of OPTIONAL RAIN GUARD !� (NON-STRUCTURAL) e.1'7EK ALTERNATE 3/16'ALUM. SCREW OR 1/40-2D'.1' POP RNETS o 5'O.C. SS.US WITH NUT& AT REAR. WASHER O 4'O.C. 13/16'ALUM.POP RNETS '? O 10'O.C.BOTH SIDES S EDGE OF. - 6 APPDBLE ALTERNATE LEG& o 'q' — — EDGE OF SLAB ANCHOR IDCATION CONNWT�1� •�� -IF APPUCABLE (SEE NOTE•) eS T 2'.6'MIN.WOOD �__ _ DECK RECUIRED EDGE OF _ ("O FINISH ALLOWED) COIAIlCIION m SIAB S EDGE OF 2'MIN.E.D. APPLICABLE �� SLAB IF 2'MIN.E.D. EQ. APPLICABLE t SEE uMrrAnONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION 1'NIN.E.D. 1'MIN.ED. fiOTE F_OR COMBINATION OF SECTIONS: SECTION /BW (BOTTOM) 2'.6'MIN.W000 DECK REOUIREO 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION 2'.4-CONT.WOOD TO GLASS ` � PLATE REO'D. (SEE SCHEDULE SECTION 7AW (BOTTOM) ON SHEET 13) - 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH T (3) 2 16 o uc 2' 2- SEE SECTIONS BIN& 14W FOR MAX. A.S.D. DESIGN or ®t SCREWS W/2 1/2'MIN.. MIN.ED. W o N PENETRATION AT NIDWIDTN PRESSURE RATING SPANS T'.4':T BE c (2-)OF RAFTER/TRUSSES I '• 6063-76 CONT. $ ALUMINUM TUBE 1/4'.4-(6063-TB)FLAT DMNG 2X WOOD __ $ PLATE W/1/4'e.1 TIX TRUSSES OR RAPIER 2-.4'MIN.WOOD- I SCREWS O 6'O.C. _ AT 24'O.C.Km. STUDS O 16' 8".4-I4 TRUSSES OR p .500• li I I _ 1/Bn (6063-TB)FIAT 111111 PLATE W/1/-. SCREWS O 4'O.C.IN (2)1/4.0 TAPCON OR 1/4"0 CRETE-FLIX BETWEEN TRUSSES ANCHORS OR#14 NOS WOOD SCREWS OR 1/4'e 8 EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF FA STUD W/ - 2 1/2'Min.THREADED PENETRATION INTO WOOD 1 (2)NYLON � ` A%1/4'M .PLYWOOD EXISTING SOFFR MUD 9 - 1/4'0.3/4'TIX • SCREW OR 1/4"-20.3/4' 0.85510 0 .) N10.3'S.S.NGS.M.S.W/1/210 r3/4'LONG - '� �."O- S.S.BOLTS w/NUTS& NYLON BUSHINGS(Typ.TOP)AND 1'LONG - 1/4"e.3/4"TEK WASHER 0 V O.C. (Typ BOTTOM),EXCEPT AT ROLLER HOUSING g SCREW O 6'O.C. "'°''''; SMS.W/ a ') MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.3T3"LAND NYLON BUSHING W/A°.'50- DGNT. INSTALLATIONS DETAILS SECTION 14W (BOTTOM LONG TOP SECTION OMO' CON"r.D.153xI1.27D" O.D.AND 0.245'Ld.AND .0.030' 0.TION .320 BOTTOM MIN.SEPARATION ULTR%FAB MAX. A.S.D. DESIGN PRESSURE RATING= t60.O, -60.0 PSF SECTION 0.320'O.D,AND TO GLASS INTO WOOD 0.245'1.d. (SEE SCHEDULE STTPoPPIINNG EA ! cN 1TµL11LL1urrrrNrrA FLORIDA BUILDING CODE h R Non High tale° Nurrkotn Zem (TYP.) ON SHEET 13) SIDE(TYR) I or®t 'oo SCALE N.T.S. ` - 0 ) 02M TN3E00 INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM °RAW'"eY° M.P HEADER TO TRUSS MOUNTING INSTALLATION '' 4167 IL ECO�N�. FOLDING SHUTTER CORP. '/'DATE20 • �4'%y * TIWT TESTING d ENGINEERING COMPANY 1662 WIRIN WINEA KING JR.DLVD 0S7 Nl.]Rn.s.>h N✓d.NeVN aimmt n mfm WEST PAIL SUCH.0.33404 o: Was14n-Imo.rm:4�Nn-imi PH,IROD-e43-a71 20-190 SECTION 8W TOPS s 9 STATE OF n R,l:dlecDOaolse n �.aday.. DRAWING H. F. �. W-OOOB7I6 - MAX. A.S.D. DESIGN PRESSURE RATING t60.0, -60.0 PSF ;,[.�,,' �44' waTER A TILLR Jr,p.E. mawNe w.a:- -moo: ru� - p.���yyyyOL w7{(•�\ ` FLORIDA Ua./44167 m n-m- . - SHEET 12 OF 13 MAXIMUM WIND PRESSURE (p 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) NA%IMIN SLAIS SPAW p THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE WIND ;146 &LMAWjlbft CONCRETE CONCRETE BLOCK STEEL WOOD _ a+ PaaTrNE CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR t}/-1 ' Pp� TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+) (L) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144- A B C A C E A C F 60.0" 60- 9 425 LB/FT - 388 LB/FT 157--LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C. A C 35 psf 100.D" 100" C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB Fr 432 LB/FT Cl 9 417 LB FT - 3BB LB FT 134 LB FT 144' -" - T 347 L 6 461 LB/FT - 418 LB FT 202 LB/FT144' t 12 LB FT 71LB .60.0' 60' 100 lb/It C2 56 LB FT 362 LB FT 25D LB FT 190 LB FT 316 LB FT 380 LB FT - 12 375 LB/FT - 334 LB/FT 142 LB/FT 40 psf 100.0" 100' 167 Ib ft C2 9 417 LB/FT - 362.LB/FT 190 LB/FT 144" 144" 240 Ib ft 419 LB/FT 312-LB/ 65 LB F FT 443 L6 525 LB FT - 2 ; 60.0" 60.0' 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT;257•LB/FT 329 LB/Fi. 6 502 LB/FT - 419 LB/FT - 285 LB/Fi 80.0" 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236-LB/FT. 202 LB/FT'' 998 LB/FT 405 LB/FT 9 372 LB/FT ., _ - 309 LB/FT - 134 LB/FT 46 psf g7.W 97.0" 187 Ib ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT_ 115.0' 115.0" 221 Ib ft 9 466--LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB FT - 304 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - < 70 LB FT - 134 LB/FT 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 _ 561 LB/FT - LB FT - 202 LB/FT 89.D' -187.Ib-ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 3 912 LB/FT - - 364 LB/FT 50 psi 1DMO" 1OD.0" 208 Ib/ft C5 6 281 LEI FT 334-LB 9 226 LB/FT 224 LB FT 83.LB FT 120.0" 120.0" -250 Ib ft / - LB/Fr. 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT - - / 144" 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT- 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT' - 34 LB FT - 125 LB/FT 60.0" 60.0" 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT,102-LB/FT 3 681 LB/FT - < 670 LB/FT - 250 LB/FT 81.0" 81.0' 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT_.153.LB/Fi 9 221 LB/FT 251 LB/FT 21 FT - 55 Psf 100.0' 100.0' 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 FT - - - 120.0' 120.0' 275 Ib ft 4 269 LB/FT 301.LB/FT 183.LB/FT - - _ 114 LB/Fi 153 LB/FT 3 663 LB/FT 756 LB 646 LB FT - - C7 3 358 LB/FT 4D2 LB/FT 244 LB/FT - - 152 LB Fi 204 LB/FT C7 4 232 LB/FT' 236 LB/F'T 18 . FT 80 0" 80.0" 150 Ib ft / 3 310 LB/FT' 315 LB/FT 244 LB/FT - 80.0" 80.0" ft- 2 - - � - - - - - 305 LB/FT 12 388 LB FT, 460 LB/Fi 409 60 psf _100.0" 100.0' 250 lb it 12 491 LB/FT 596 LB/FT 409 LB%FT - - 265 LB/FT,168 LB/Fi / LB/FT - - 115:0' 115. Ib ft CS g 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT CB 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/Fi 619 LB/FT - - 59.0" 59.0" 160 Ib ft 65 psf 92.0" 92.0" 249 Ib ft . 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE RSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft , 60.0" 60.0" 175 Ib fl 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 CONE. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL -59.0' 59.0"_ 187 Ib ft ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50' R N/A 4.00" . 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft - - - THRDFORM TECHNOLOGY 117" 114' 387 Ib ft 5�-10" 2 1/2" 1" 2 5/8' FA 80 5f 113' 111' b fl AS ASS B 1/4` 0 x 3/4' SOLID SEi 3.50". 3.50" N/A N/A 3.00' 3.00" N/A N/A aLggr,RT 4" 42 >5-10` 1DD sf99' 447 lb TO B'-3" 2 5/8'} i" 2 3/4'} C 1/4" 6 CRETE-FLEX 3.00" 3.00" 9 N/A 3.00 3.00' N/A N/A 110 psf90 Ib ft T-O - 120 psf82- 484 lb ft1/4- 0 TTW-BUILDEX130 psf76" 483 !b ft >8- 3 1/2' 1" 35/8" ETEK SCREWS N/A N/A N/A 1.00 N/A N/A N/A 2.00" TO 12 140 psf70" 484 ib"ft F #14 NOS WOOD SCREWS OR N/A N/A R N/A' N/A N/A 2.00 N/A 150 psf66"_ 483 Ib ft 1 4" NOS LAG SCREWS 160 psf 62" 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. - - AHDIIS, } EXCEPT THAT 3 5/8" SHALL BE USED „1f1nHHF111F/ FLORIDA BUILDING OODE(IBph&Hen Wgh VNoaRy HuI7laam Zone) L+:MPXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �5.:••"'•••�r�%�� ®2a=e t�LTE°c INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 9"wN GIVEN PC SKIVE A.S.D DESIGN PRESSURE RATING. �� P L-:MAX.ALLOWABLE PRODUCT SPAN FOR A 4, aA & 7A. •'\,\CENs�c GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 7/10/2020 RATING. 0.44167 " I L E C O Fwe. FOLDING SHUTTER CORP. GATE T L TESTINO&ENGIMEERINO COMPANY fah!MARTIN LUMM I NG All.9LVD FINAL MN(IL1UM ALLOWABLE PRODUCT SPAN 6 �J/( 'AC Lw Iol.xu a-sa Am,vutdu afmO.A M MIM MEET PAW BEACK n.3=41 20-19� EQUAL TO THE MIND&IM DETERMINED PRODUCT mail•tikecoEO'�ad.Deom lw, tnItt'.T l9DO-�6S7t e0-1 0 SPAN BETWEEN"L+'AND'L'. i-o'•• STATE OFM. f%1-0006719 _ WALTER A.tlltf In.r �s oa ar. ouc I'm ,DkRAN•.... ...t`C� ` ftORIM Uu/44.47F SHEET 13 OF 13 ICI