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HomeMy WebLinkAboutEngineering Design Wind Pressure1500 MRH EXP "D" BY: JOHN D. 1 - OPENING ACCORDION File copy =`O THOMPSON, ERIN Castle N -1 1 ...1 °° N W.O.# 10042021008 Impact Windows 3100 N HIGHWAY A1A UNIT# 305 0 $ FORT PIERCE, FL 34049 FACTORY DIRECT SINCE 1969 ;, ;�uaw.w,wen.era !EXPRESS@ CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 35"660 1 (866)396-9999 TEAM @ENGIN EERINGEXPRESS.COM ENGIN EERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads -Components &Cladding 7th Edition (2020) Florida Building Code Site Information Owner: THOMPSON, ERIN Wind Speed (VOLT): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.54 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (Q: 90 ft. End Zone Distance (a): 9 ft. Prepared in accordance with: ASCE 7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Cade Design Pressure ASD (allowable stress design) Wind Velocity is VOLT (ultimate) V ASD = stlrt (O.6 * V ULT) © 2022 E-Tempesr.com ID: foldingsMutter-Pl0042021008NO301 01/31/2022 Page 1 of 1 Design Wind Pressure (PMAx+. PMAX-): fiAOL Max Positive Pressure (PMAx+) PMAx+ = gh(6c GCppos + GCpi) PMAx+ = gh(ec GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(6c GCPney - GCpi) PMAx- = gh(Oc GCpneg - GCpi) Device Calculations: ASCE 7-16. Chanter 30. All Subsections '# Size Zone Elevation Area , ' .Areal GCp+ GCp �PmaK+ PmaXi (W X H) (ft) > (ft2) . , (ft?)`' K2 q=T q>(Ib/ft2) (Ib/ft2) 1 504.5 x 98 End 7 343.34 589.17 1.03 61.03 0.6 -1.0 31.8 -64.5 1. THISNFORMATIO ENTENDEDTOPROVDEDESGNPRESSURESFORTHEPURPOSEOFTHENST&L MNOFGLA UNRS&OPENNGMOTECTONASPROPOSEOANDPROVOEDBY OTHERSNO CERTF CATDN,Em1ER EXPRESSED OR MPLIED,EOFFERED ASTO THE VME)rrYOR APPLICABLRYOFAFIYPROPOSED SY TEMOR COMPONEJTUSED ALONG W nH THESE PRESSURESALL PRODUCTSSHALL BENSTALLED N STRICTACCORDANCEW rH VALID FLOR6)APRODUCTAPPROVALSAND MUST MEETTHESEPRESSURESFOR THEGNEN SRE LIM NS. 2. NOCERTFCATIONOR REVEW EOFFERED THATTHEPROPOSED UNBSMEETANYEGRESS REOUREMENTSALL EGRESSESUESARETO BEADDRESSED BYTHEPERMnTNG CONTRACTOR AND THE LOCALBULDNG OFFICIAL 3. THEHOSTSrRUGTUREEKSSUMED TO BEADEOUATETOWRHSTAND THELOADSNPOSED BYTHEDESGN ASWORKREPLAOFSE)aSUNG FRAMNG,OR OPFNNGSDESGNED AND OERTFEO WAN ENGNEET OFRECORD(EOR).THECONTRAOTOR,BULDNG OFFICNL SHALL VETFYTHATTHESUSSTRATEEJ OSED DURINGWORKESOUND FOR NSTALLAMN OFTHBSYSTEMF DEFICLNC6SAREFOUND N THEDWMG HOSFSTRUCTURETHEENGNEER OR THEEOR SHALL BENOTF® BFFORECONTNUNG CONSTRUCTION MID RESERVESTHERGHTTO RE 4. DLtENSIONSARESHOWN TO LLUSm EUE NroHCE MOOTHERDESGNCRREAL4THEYMAYVARYSLGHTLY,TOTHEDaU4TTHATTHEOP t4GAAEAENOTS LMT -5%OF THE ENGINEEREDDESGN.CONTRACTOR ETOVER ALLFIELDDrAMSDNSPRIORTOINSTALLATION. 5. ENGNE S AFFMHERETOVALIDATESSFRUCTURALDEMMASSHOWNONLY.USEOFTHESPECMATIONBYCONTRACTOR.olaLNDENNRFS&MVESHARMLFSSTHEENGNE6i FOR ALL COST&DM.VGESNCLUDNG LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIAL FA&iDATON,SYSTEM ERECTION.&CONSTRUCTON PRACTCESBEYOND THAT WHICH E CALLED FOR SYLOCAL,STATE&FEDERAL CODES&FROM DEVLATDNSOFTHEPLAN. 6. ENGNEERNGEXPRESSHASNOTVEBEDTHEJOBSRENFORMATONCONTANEDHERENEBASFDONCONTRACTORSUPPLEDDATAANDMEASUREM@nSE4GNEERNGEXPRES55HALL NOTEEHFLD RESPONSELEOR LNBLEN ANYWAYFOR ERRONEOUSOR NFCCURATEDATAOR MEASUREMENTS WORKSNALL BEFELO VERnM PRIOR TO CONSTRUCTION.ENGNEERNG EeRESSBHALLBENOTFFD AND GM N M10PPORTUNRYTO REEVALUATEOUR WORKUPON DECOVERYOFANYNACCURATENFORMATION PRIOR TO MODFDATION OFE aSTNG FELD CONDn1DNSAND FABRICATDN AND NSTALLATION OFMATEALALS T. EXCE ASEJ RESSLYPROVDEDHEREN,NOADDMNALCERTFEATONSORAFFRMATONSARENTMDED. .Richard,Ne@fi P.E'. [Ft-PE'86488] / Cert 6f14A#9885. GINEER.SEAL //I It1111 Customer: THOMPSON #305 WorkOrder Number: 10042021008 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -64.5 470.25 98 466.25 98 94.75 Wo.c. 9"o.c. ProfessionalRegulation ME BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida Product Approval lIK \ USER: Public User Product Approval Menu > Product or Application Search > application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17080-R3 Revision 2020 Approved O Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Impact Protective Systems Operable File copy Zzoz-6 R EWE® FOR CODE COMPLIANCE To L CIE COUNTY BOCC 414n, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.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- 190 pdf Approved for use outside HVHZ: Yes 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 sheet 13 for additional spans and loads. FL17080 R3 AE PER Folding Shutter Corp Titan II Drwg20- 190.p� 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. Coht 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, FS., please click bere . Product Approval Accepts: 0 ®kck M It ;Creditrartl 1. MN H FOLDING IMPACT PROTECTIVE SYSTEM SOWN ON THIS PROOIICF EVALUATOR DOVA ENT (P.LD.) HAS SEEN VERIFIED FOR CMAY !iOMPLUANCE IN ACCORDANCE WITH 1NE202D (At O�O OF THE FLORIDA BUIIDRIG OWL THIS FOLOM IMPACT PROIECTINE SYSTEIN F SWUM AT HIGH MCC" HURRICANE ZONES (AMR) AND OUT OF THU (MIMES). FOR AN BASIC WIWIND ND SPEED ASEDEMMINID AS REDIRRED YF THEPAA118SBOM WHERE To tIM PRODUCF TO K INSTALLED FOR A OF THE ADM 01 IIIECTbNALtry fAC1OR Kd.D.83, pSIllo ASGE 7 it AND SHALL NOT EXC[m THE MAXIMUM A.S.D.DESICN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER 70 VERIFY TZK ABOVE COMA MM LILTWATE MNG WIND LOADS DETERMINED PER ASCE 7-16 SHALL ME FRET REDUCED E A.SD. ATINGS . MIND LOADS BY MULTIPLYING THEM BY 0.8 N ORDER TO COMPARE THESE IV/ MAX. (AS.D.) DESIGN PRESSURE RAnN65'INDICATET! ON SHEET IS. IN ORDER TO VERIY TNAT'COMFOMDM't NCHIM ON THIS RED- AS TESTED. WERE NOT OVERSTRESSED. A 33 X WREASE INALLDIYAOLE STRESS FOR WIND WADS WASJJtW USED IN THEIR ANALYSIS. A DURATION FACTOR CD . 1.00 WAS USED FOR VERIFICATION FASTENERS IN WOOL SYSTEM EQUACY FOR IMPACT AOUE RESISTANCE HAS KEN VDTUIED IN FOLDING 1620 t 7609 E OFF THE NA MENTIONED CODE AS TESTN0 PERFORMED AT HUII OCANE ENTANCRNG TESACCORDANCTING. INC. (N.LT.L). HURRICANE TESTING LABORATORY (H.T.L) t AMERICAN TESING LAB OF SOUTH FLORIDA AS Fi11 PROTOsleCOLS TAS-101, TAS-202 AND TAS-203. AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION OTT O f604 OF THE FLORIDA BUILDING COOS. 2. STAINLESS STEEL SEAT METAL SCREWS USED AT SLATS m t SHALL K IF 10 x S'. 410-NT MINIMUM SEAM W/ 173.6 bt YIELDSTRENGTH t 187.4 W TENSILE SnWMK SCREWS SHALL BE TED WITH %PLAN 5000 SERIES FLUOROPOLYMER COATING. AS MANUFACTURED LIMY WHIINRD Co, BOX 307. WEST CHESTER PA. 19381. L ALL ALUMINUM EXTRUSHM SHALL K ALUMNUM ASSOCIATION ALLOY AND TEETER AS INDICATED ON SHALT 2. YINMJY YIELD STRENGTH FOR BOBS -TB ALLOY AT SLATS SHALL BE FY.2LB IML ALL ALUMINUM EXTIRISIan IN CONTACT WITH OSSIIILAM W1EM IE SHALL COMPLY WITH SECTION 10-6 OF THE 2013 ALUMINUM OMIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 SERIES W/ BD kd YIELD STRENGTH AND BO m TT]ORLE STRENGTN OR CORROSION RESISTANT COATED CARBON STEEL RDEOI W/BURTEX SCREWS ND SHALL COMPLY W/ FLORIDA BUILDING; CODE SECTION 2411 ... ALL ALUMINUM POP RIVETS TO K 5052 ALUMINUM ALLOY WITH ALMMUNUM MANDREL L BOLTS TO BE ASTM A-307 OALVNIZED STEEL. OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 36 kd MINIMUM YIELD STRENOTH. L ANCHORS TO WALL SHALL BE AS FOLLOWS; (UNLESS OTHERWISE NOTED) (A) To EOOSTINO POURED CONCRETE; 1/4' 0 TAPCON W/ ADVANCED THWFIIDFORM TECHNOLOGY. AS MANUFACTURED BY I.T.W. LNULDEX. RTC. TO MN. Na.3192 pd. - 1/4' 0 x 3/4' SOLID SET. AS DO;TRI9UFED SE ALL POW SOUP SET ANCHORS TO M. 1'a.3000 psL 1/4' 0 CtETE-F1E7M, AS MANWACTURED BY MCO OONISTRUCHoN PRODUCTS TO MN. 1 o.3SS0 pa ESL A.1) MINIMUM EMBEDENT OF 1/4' 0 TAPCON ANCHORS OR 1/4. 0 CREPE -FLU INTO CONCRETE IS 1 3/4'.. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 13. SET ANCHOiRS SHALL A-2) NWO THE POURED Co O EMBFDIIOENT INTO STUCCO SHALL PERMITTED. SE ENTIRELY PERMITTED. 1/4 0 2D'�ssl sCRLws usED ' 1/2• LONG MINIMUM SHOULD STUCCO EM. As) N CASE THAT PRECAST STONE, PRECAST CONCRETE PAMMS, OR PAVERS BE FOUND ON ?HE EOSIINIO NCHORAWALL �DE SHAMES DDOATED ON NOTESSHALL BE LONG NTo A.1 ✓�ABOV . SiRI1Ci11RE BEEIIND SUCH PANELS. (D) TO COSTING CONCRETE BLOOM WALL ASTM C-90. 1/4' 0 TAPCON W/ ADVANCED nWADmRM TECHNOLOGY AS MANUFACTURED By I.T.W. BUILDER, INC. 1/4' 0 x 3/4" SOLID SET, AS OI MINUTED IN ALL POW SOUR SEF ANCHORS. 1/4" 0 CRATE -PEEK. AS MANUFACTURED BY EUOD CONSTRUCTION PRODUCTS. NOTESI LI) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CREME -FLEX INTO CONCRETE EIM UNIT IS 1.1/4' MIN HUM EDGE DISTANCE (E0.) SHALL BE AS PER SHEET 13. L2) Me SOLID SET ANCHORS SHALL BE ENTIRELY EYIIEDGED (7/W) INTO THE CONCRETE MACH UNIT. EJOmmwr INTO muccO SHALL BE KIImmm 1/4' 0-2o S.3 smm USED sHALL BE 1 1/2" NO MINND MINIMUM SHOULD STUCCO EXIST A1- MIMMIM FOR WALLS WITH NO STUCCO. No B.3) N CASE THAT PRECAST STONE DR PRECAST CONCRETE PANELS DE FOUND ON THE DanNo WAR, ANCHORS SNALL;IE LINO ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL K AS INDICATED ON NOTES L1 t B1 MWL UlA (C) TO OMM WOOD FRAME BUILDING: G.oAO WIN. - 1/4' 0 TAPCON W/ ADVANCED THIEADPORM TECHNOLOGY. OR 1/4' 0 cRLTE-PEEK. AS MANUFACTURED BY ITWAwaD M. INC t ELCO CONSTRUCTION PROOUCIS. RESPECTIVELY. OR IF 14 NOS WOOD SCREWS OR 1/4" 0 NOS LAG SCREWS. NOTES, C.1) MINIMUM THREADED PENETRATION OF 1/4" 0 TAPCON OR EPE 1/4' 0 CR-FW OR #14 NOS wow SCREVYS OR 1/4' 0 NDS LAB SCREWS INTO THE WOOD FRAYS UNIT SHAOR As INDICATED ON W LL TIE 1 1/2" FOR c1 T11RU CA AI® Ce THRU C6 PFRIETRATDNCONNECTION TTPL AND 2' FOR INTO MAl1 FINISH 9 BE ppNsmERED AS SECTIONS ON OEM 10 THRU IX NO THKmED MEOW PEKETRAY OK C.2) MINIMUM EDGE DWANcE of 1/4' 0 TAPCON on 1/4" 0 CREME -FLAK OR 014 NOS WOOD SCREWS OR 1/4-0 NOS LAO SCREWS INTO WOOD STALL K AS SHOWN ON SHEETS 10 THRU IL C.3) IN CASE THAT RS14 T STONE PRECAST CONCRETE OR ONCC PANELS. VDIETA OR PAVE" K FOUND ON THE EX NO Yp11YUR1 THREADED BE LAND 11H0110N1 TO REACH THE MAIN SUBSTRATE KNOW SUCH PANELS. PENETRATION SHALL K AS NGCATED ON NOTE C.1 ABOVE (D) To DMITNG =EL STRUCTURE, MIN. 12 GAGE. FY.33 KSI (MN.) MATERIAL -1/4' 0 ITW BURDOM TEN SCREW & W/ FULL THREAD PENETRATION. MOM 0.0 MGIYUM EDGE DISTANCE OF Ilw BL+ILDEX TEK !CHEW 7. ANCNORS SHALL BE RISMLLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACIIR EIL L IIS TO K T SHALL BE THE REW" SIOLM of THE CONTRACTOR TO VERIFY THE SOUNDNESS GE THE STRUCTURE PRODUCE WOOD FRAME �ILDINGS,To 0lSIOItE PROPO! ANCHORAGE. THIS SKITTER STALL ONLY GE AFT, TO CONCRETE. KGCK on 0. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE wRH WARNING NOTE. DURING PERIODS OF HURRICANE LOCKS. NOTE OWNQL TENAIR. OR GYMS. MUST PROPERLY CLOSE ALL CNIERPMCES NENR LO D OACE Olt ALL To. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 170LLS OF THE FLORIDA BUILDING COOS. 011E LADEL SHALL BE PLACED FOR EVERY OPENING LAOELRLG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. FOLDING IMPACT PROTECTIVE SYSTEMS INWAlL ATOM SHALL COMPLY WITH SKCS D®RATED N TIES DRAWING PLUS ANY WIDING AND ZONING REGULA71ON3 PROVIDED K THE .NRISNCTION WHERE PERMIT S APPLIED To. 1L (A) THIS PRODUCT EVALUATION DOCUMENT (RED.) PREPARED By THIS DOINEER IS GEMERIO AND DOES NOT PROVIDE INFORMATgN FOR A SITE SPWM PRoJET.TI Lq. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (0) CONTRACTOR TO BE RE PON WLE FOR W SELECTION. PURCHASE AND INSTALLATION MCWDINO LIES SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUY©IT PROVIDED "Off DOES NOT DEVIATE FROM THE CONDITIONS KTAIED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIONITy. (c) THIS FROOUC EVALUATION DOCUMENT WILL SE CONSIDERED INVALID IF MODIFIED. (0) SITE SPWM PROAECIS SNALL BE PREPARED SE A FLORIDA REOMM DOWER OR ARMECT WHICH WILL BECOME PROPER USE OF � P.L ENGINEER BMW Or RECORD R �, )ACID AS DELEGATED EIDBREJL TO THE P. HEAR. SHALL SUBMIT TO' THIS LATTER THE SITE SPECIFIC DRAWINGS. FOR REVIEW. M THIS P.LL SHALL BEAR THE DATE AND ORDDIAL SEAL AND SONATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 11iIS DRAWNO SHALL ONLY K USED TD MAN K1tM(S N THE SWIlt OF LRA M AHHIINHHHIIIfy �A! .!.. 1. _ nmu BIILDDB CODE (NETT ! Nm No VdOft mwk" LED o:mm a1[ee e,H: TITN 11 FOLDING IMPACT PROTECTIVE SYSTEM ORAN LED _. 4167 LP L E C O 1P1�. �O KS SHUNTER CORP. ° n STAiF OF a.�., COMPS 2 LLmdx OnJL a ,- CA-OMPID rnm, A h. PL ROM\ L M1D7 auNOla I" H 11611wi. 1j1 . � - •EST 1 OF 1] E (rO BE MtD-M INCW DERIL ON sWT ® ,SLAT. WINDOW. sobs-nr Attor -- (ro aN: Lm ONLY FDR IWALLATA7A5 30 FEET aw HC!!£R ABOVE GRADE N6LSU/dED AT BOTR7M OF MOVlAf; SEE CaVPON M'' 20, 2T & 22 ON SHEET 3.) ® FLAT END 6063-79 ALLOY zon �. ® WALL BEUM (2) ON MX. B. o_ 6OW-r5 ALLOY ,r�'giLLriZH�i'AD TRACK t m SOU-76 ALLOY y ow- a«r Q 6061—UD J- BOTTOM TRACK ene> 1u •Q f , 18 ALLOY -- -W ALLOY j. --fk tYY•. i!' � ALLOY zAea• � � .rw• k fib W COMPONENT a b t1 t2 ° ® 2' S' MAX. 0.125' 0.125' [:©=2- 2' ♦- MAX. 0.25' G.o62' 0.25' o.ae2' PE COMPONENTS C/IAI c.t%VU Yb.-- , v uCENs�'•. Omm memo ea: No. 44167 = * = IL ECOINC. STATE OF Ln"0.�, �ma lea RAIN HOOD 6063-15 ALLOY R010A OGUft COOS OV ! Non Ftfph VdM* Nunrb. Zo TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM oum m LP FOLDING SHUTTER CDIp. '"102'° .M, IM VANN unM I=. N,D rarr 20-190 oeANND w. a= 2 °F 13 U F E: SLAT WD:DOR WH sm OR (SEF TARE 1) rBLE 1: SOURCES FOR de Tnaar FRDFERra<s 57AACPAD amars m i SPECIFIC GUI METAYWdlr TE OU Taw SD07R.7N FUMPAL 3TWENon1 AT YIELD Sr w_w END !mod` CLIw !CPI I"— . Ialpm Rw AE 7A&E 2) SAaIE DOOM PALE OF BURNN0 :SERF CIAIIDN �FCILTDII®LNN>F vrEleMc TVIsLE SBENDIN AF'fE1t MAA70W (SEE TABLE 1) wAT1EtaN6 >� smEa eEFOIaf WFATNERMO - WIG (2) -DONS WY BE M W SLAT SPADED A AMIU M OF 21• APART, WAN rr AON. FROM OW OIL SLAT TOW A• BOTnZL SLAT Misr TVV 0I NW AT C'D�'VION OF PRODOCT. MAT ®"AMN) �. milli . uel AQm- TO BE USED AS AN VI FOR ALL MAT IWOW ALKIMA770N UNDER LARCE MI ANY WLUDE PERFDRIW' AS PER TNW DETAe_ MIX (2) WMVM MAY BE RT &E SLAT WXW TYPICA S WX 2..VAr (� E� 10 SUIS) W W/NG W DOW TY L TLA RFO S SLAT WIND O ELEV (SMALL MISSILE IMPACT) ILARGE MISSILE IMPACT). RE AMU 0722 I — -Ad I 0.0-3 !/M• ASIM CM 9.400 pAL SAW P-L ASIM 0790 12A= pAL M400 PAL AMU M0 310.000 pA.L 313.000 PAL AMU U55 13 FT-m/In 17 FT-4y/I. ASIM 02543 47.29 34.3 z MAA AMU D03 C-1 CLASS C-1 CLASS AMU DIM 10407 030 q AMU 0155 AMU DIII 0302 PAJ. a0 P.L AMU D3S3 III pal am P.L. TABLE 2. SOURCES PoR TIPIM Ammmm SGFsm MLTrEB MM CLY~ RE71019h E BACK AI AOTr awfftm PHVSCN_ SPECMC DMMN NIMIJUM'dG: AS1M D792 O.Oa B/In• TOOLE Y&D SIREN 1 AMU DOW 11A00 P.LL FLOW L SIRFIIOIN AT Wu FLE76AtAl M00WJ6 AMU 0700 13A00 PAL mayor AMD7D0 430.000 P.LL NICHED ED ¢CD AMU DIM OA A'-E/1n COOTICIVIT OF TNDiWL E770 ANs10N Am 0°03FLAMWI U - I0 N/In-F MITEMPEPA AE '� N AMU 03413 30D 00 F \CENs+ p' omm TUG= w- 10.44167=JLECO a � e2IwF a eoM STATE OF F10RIDA WALUM COOL (Nip ! Non N►ph VWo ft NMnloelu Z—) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIM Sn Y! FQIDING SHUTTER CAP. '"°/Z'° ANY lee: MAenl uma na a arD Oq2 WRIT ftw +e�MINK eu-IL aim 20-190 n r ArA.n en n r ors • AAe Y �.� b NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU a ON SHEET S. SEE SECTIONS 7, 7A t 70 ON SHEET 7. i SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW h 7W ON SHEET 11. SEE SECTIONS 7AW, 7Bw. BW •t 14W ON SHEET 12. o. ©. ®+ o or 3) w/ Q3 1 . 1© OR Og USE 5 (3) AT 30" O.C. FOR AN LARGER THAN 99" UP TO 144' RE • NOTES ON ® t LOCKRIG TUBES 1. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S YIOSpAN SPACED AT 30' O.C. FOR THREE SPANS UP TO 99'. USE (3) LARGER DSPAN. ENT ALD IIRERIOR OR OE�ITESPANS SPACED AT 30" �OR ISg1EWEO TO TAPPED MARPIECES 4 OR (9).. LOCATION OF Q'� SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. 2 LOCKING TUBES � ALWAYS BE USED TOP t BOTTOM AT CTS CENIERPIECES(4JOR S AT ALL INSTALLATIONS. LOCKING TUBES '.® SHALL BE SECURED WJj LEVERS AS SHOWN ON SHEET 9. i SEE UMRATIONS FOR ® ON SHEET 2 TAMO NR. NO.44167 STATE OF � i w« No eo :20HIDP_ �' .oa`no+-mrclaa�mol-, FLOWA IMR;09W CODE t Non Hph vdmvy Hu *ww II FOLDING IMPACT PROTECTIVE SYSTEM mwm rn FOLDING SIRl O CORP. vl iE� Im W" IUnn an a am wcrr + + 20-120 MAMO N. 5= 4 Q 13 �CO� olal'A13) WA Rb (SEE (mm- IL RAN NDDD DR1NR- SI WALL (�sm�aw) ,iTRIM (D O NEW)AL TRR7 (I1BmRAtNE IRFM) (2) NYLON ROLLERS OpOEC1p1 G! MIN.ED. 0.0.i6 (IYP.) mm SHEET 13) -a1 / i / opnom %10 N J' S.S. &U.S. w/ S RldN 0 (NON- BUSHM w/ A .. 3/1C ALUM. • d I J/10' AWY. pTOP.GONT. C 0 POP 9 PIS RNEYS. O ItY' D.C. Is AND 0.2S243* LLd. AND .27D'i 0.2W LONG BO IOM SECRIDN DJ20" OA. AND ULTRAFAB WEATHER I MIN. SEPARATION 1/4" P riw Bull= 0.245' i.tl. (1TP) STRIPPING EA SIDE (TYP.) POURED OR 1 Ol WALL RFOUZ;.—K TO GLASS (SEE Sf]1FDIAE� 1ES7110LOLY OA I 1/4' • . 1' 7pY Y ON SHEET i� ./ Of SCREN 1/4' O EECO I OR t/44-?D i1' ® ITTJ/1t1' ALUM.® Y O O 4' I W PROpI I WASHER O C. POP RNE75. CREM (w, I O III D.C. MIN SEPARATION POURED CONCRETEW .. 04 REOUEGE IRmBICCK I J-RE L! EMBEDMENT O or i TO GRAS 7 or ONor HEMETSCHEDULE3) ® t W ® TPOURED 9 OR CONCRETE BLOCK • MX SEPARAIYON70 CLASS 9Y WALL RFAUIRm. �j `(SEE SCHEDULE IO Id/ SEE SHEET �� I ON SHEET 13) . s 13) ? 1/BUdmf IT.TAPC011 I '/SCREW oR1 �2011' ?r w/ AWA71Cm I Ss. MS WITH NUr t WAS 31 a 4• G.C. /10r3- SS SMS w/ 1/2-0 1' EONG NYLON BUSHINGS TECHNOLOGY OR 1/4' O EE (SES7�"� 1DNf(Tjp BOTTOM). AND ItOUER HOUANG WALL FACE MOUNTING, MOUNTING INSTALLATION m I mP.) SECTION 2 w/ i J• CDR Mn 3/ET M WALL FACE MOUNTING. INSTALLAT_ SECTION I-0 so E11 B•o f u•N4• MAX) 1 „r SPA, O rc- 2 t R 1MR4 ED. G N MOSI_jAL =t,� WALL (��� �WALL TRW ) ANCHOR spmm DECORATIVE WALL TRIM TRAPPED MOUNTING DETAIL F ATION INSTALLATION SECTION INSTALLATIONS DETAILS INTO CONCRETE 3 DESIGN PRESSURE RATING - +65.0. -90.0 & CONCRETE BLOCK PSF IAllri<<'��A,,, �••� �,',........../T % SGLE: N.T.S. FLORIDA mm a cm Ofth * Non Non wodv NMnt°mn tan) Cum n1DDD NOTE FOR eMNiM .TUL OF �FctiOti� * ED. = No. 44167 ', TITAN II FOLDING IMPACT PROTECTIVE SYSTEM WAMi n MOUNTING SECTIONS BE COMBINED - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEEP 13) r IN IN ANY WAY To suD ANr INSTALLATION. A N ' STATE OF H IL EC Q INC. FOLDING FOLDING SHVIM CORP. Y SEE LIMflATIONS FOR ®ON SHEET /' �/ ',,`��. •!`ZORIDP ' ° aYaNEotN,� ~ �"1101 ,NsWta> �uma KINKACK G a. DLw Bum PH, 1� DAIc yQ-190 2CON Ip • • tea. 7jJr ... P.E. N\\\ PS- R 10 A.ra"mJ as � sir OIUIMYO 11. I rt ioc � �� .ZjZm ow 5a13 1/4h . 3/4' TEKS SCREW OR 1/4' x 3/4' BOLTS W/ NUTS & WASHER a e' C.C. �-- POURED CONCRETE OR flax SS. CONCRETE BLOCK WALL REQUIRED UK SEPARATION CLASS CD4 W. OPTIONAL RAY 1`(SEE DKEL'NON SCHEDULE' (SEE SHEET 13) (mvio-smucitmRAL ON SKIT 13) 110A3' SS 93T W/ 1/210 4 AJ/P ILIA POP INATE 3/f W ALUM D.C. . (Typ. TOP) AND 1 LON6(TTp. AT � e s• O.C. Bousm fyp.) T XOLTtR � 41' xousND DYP.) 1 s W D.e53hIm •� I I — ' O gRATµlhOk /te} AWN. POP /10 . r ss sMs w/ o Te D.C. 03TJ• LONG BUSMIG W/ A 0.156' i 0.153'1 / LONG TOP SCRON O.SOO' MM. SEPAROgN O.2TG•AO.0.To' O.D. AND 0.245• L& AND1 TO GLASS ULTRAFAII 0TION LONE BOTIOY 1�(ON SLEET 13) STRIPPING M i. .of 1/r 4 TAPCOMS TEE-F1OR WEATHER SECTION -248' O.D. Alm+ 9RF,ET 13) 0245' Ld. SIDE GYP.) ®1 ANCHORS B' O.C. POURED CONCRETE OR CONCRETE I ALTERATE 3/15• AWN. F Of REQUIRED POP RWIS O 5' D.C. ® t At 1 I .STANDARD COUNT R? MAX. ASD. DESIGN PRESSU — >a d 3/10' AM POP RNEIS O f0' O.C. 80TH SOES I I (SEE T © ALFERNATE ANCHOR ORILMA7RDN 1%0 A 3/4' TOS SCREW W/ CONCRETE BLOCK POURED OR S/eWASHER OR 1/4' . 3/4' NIEONRED B4' O.COL7S W/ NUS WASHER O u BUILD —OUT FAC MOUNTING INSTALLATION SECTION 410E a- INSTALLATIONS DETAILS INTO CONCRETE REDURED & CONCRETE BLOCK1L SCALE : N.T.S. tl-MOUNnNG !!O!S! N OF CMN *' ED. - EDGE DISTANCE 5 CAN BE COMBINm(SEE SPECIFICATIONS ON SHEEP 13) NY INST LLATION. C 1 SEE LIMITATIONS FOR ® ON SHEET 2 v T -- Np. SUVRATIot �St (� SCHEDULE CLASS Of i � ON SHEET 13) ® t �Is ALTERNATE J/iB• ALLIM. POP WEIS T • n• or_ 1 1 3/10' AWL POP IWEIS I e 10' 0.& ITEM SM PLYWOOD N q 1/4. 71M11 BOLT W/ 25 WASHER d NUT f 5' D.C. \"-2'.4' OR 2'i8.1/B' A14MEE LONE ALw' CONCRETE ELOCL PALL REOURED COP MOUNTING INSTALLATION eTInN ALTERNA�T�TALLA E�A�LCA& � RATING- +66.0, -66.0 PSF—''` MAX. A.S.D. DESIGN PRE I or I� ®t 9$ Y 9 9 J/1e' ALUM. POP RWIS O 11Y D.C.BOM SmtS Pg J/' 1/Y MM. REQUIRED -- t/4' THRU BOLT W/ WWASKRRa NUT a tw D.C. 0 TAPCONS OR :-I = ANCHORS d• O.C. /6' 6063-TS OOM. NmLE OR BENT LUTE 1 MIN. SEPARATION. TD GLASSO (SEE SQDULE I ON SHEET 13) ALAN LED 1` Tor as' ANCHOR ORIENVITION ®t 31y 0 W. W. 1 4hA 3/4* TEKS SCREW OR 1/4• BOLTSNUTS & s/e• HERO d• O.C. — lE. MOUNTING INSTALL eTInN • PLORIDiA NIfLaNO CODi (lfyll t Nal NIOIT YtIIeDNr NTI4FIo01M Zo1N) ;' \\ Sic'. 02KK0 aTeco YG WAN II FOLDING IMPACT PROTECTIVE SYSTEM MAWN IOU, No. 44167 �► * C ff C /► 1` ECOINC. tA1� 1y11� Cl111}� Mpp FOLDING SHUTTER CORP. 7/l0/m20 STATE OF Tm7 f pOpl�Ip COMPANY It42 MRDN UMEI KING .AL EWD DATE A. 1L aE� r, ` wKSK 4.mRL AL mr nln6Lm�Teeemn WQI PAIY n 3LMW4 Tw1Wo�o°-on 20-190 ...........10RIOP•'1m•a�kaDo,-,sT, , 1Hi6P'IL MAWINO No PL I i1DlEa 1Ja / Rr mr rf ' tAtEET s a 13 WL POURED CONC ETE_ REQUIRED O.D00• TtM S.S. ROLLER HOUSING t2> NnON ROUETS OJBWO (IYP.) I /10 a 3' SS SYS W/ 0.373• LONG HYTON BItJUD N/ A a100- ILONG TOP =mqN 0800' O.D. AND 0145• LE. AND 0.2W LONG BOTTOM SECTION O=V 0.0' AND 0348' Le. (1YPJ MIN. SEPARAfOL TO GLASS (SEE SCEDIAE ON SLEET 13) CPTIONAL RAW (NON-SYRWWRA1.) ALTERNATE 3/1e• ALUM. s AT R o oa —� I }— POURED CONCCRE7EETEFMWRED DPIONIL RMN LDDO DDN- SALE W/ 1/YA NYLON BUSHINGS NPf AT ROLLER 1e• as 0-'WO CONE 0.11 0.27010.030• OLTRAFAB 11FAT EN 51RIPPPD EA. SIDE CM.)MIN. 7 ®� A or 70 GLASS ON SW 13) 3 W --Oar ®T 1/4' • . 1 MX SCREE OR 9 1/41-2D•.1' SS Ms 111114 NIR A WASTER • 4' aC. I I �TE LEG IOl'J010N NON '3 MIN FOP RNEM ' O.C. BOTH SIDES OOIBBIIEN 67 " — (SEE BEET 13) EDGE OF SLAB W APPUCABLE EDGE OF / APpUG1BlE `• MIN. ED.---J RE13UM L YN. EO. •WI. FA TRAPPED NOUN ING INSTALLATION ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM -SECTION 1A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. p,L111A11LTr,,,,, NOTE FOR COMBINATION OF C CKONc. * E.D. ®EDGE DISTANCE ��;'• \\ 1- MOUNTING BECKONS CAN BE COMSMED (SEE SPECIFlCATIONS ON SHEET 13) . 44�6% IN ANY WAY TO SUIT ANY INSTALLATION. t SEE UNRAT10N5 FOR ®ON SNEE7 2 7/1-2 � OVs-n--- TATE OF ' I MIN. SEPARATION TO GLASS f (SEE SCIRMULE 13) I ON SW13) F I a1�OPTIONALNAlti oLLARO ArD �/�-SOW) ALTERNATE 1LRNM r ALLJ11. POP REAR. ■ O B• 0.G ...� OO�NSHINY 13) QKEII • EON. Ea ALTERNATE TRAPPED MOUNTING ki ALUM. POP ,NETS as BDIM sma FUNDA KUM OOK (Mph ! Non Kph Veledlr Xwd mB Zw" TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DAA1N WN Y.P FOLDING SHUTTER CW. 7/10/= L E� LC— IUE LMiNL LMLLfY pp JA. Kyp EfALYt 'yfpE L» .f0 t dGLNmGND COYlANr r..1..00a a me. . pmlm-fat eaar R ,494 WEMA 1 �.f.li.ANa .an a. ar,a .� .s 20-190 dIA1r1M0 tb 1 PE 1OM107 ll� / a. a�a .aa 9QE 7 0► 13 mca;i p aauuW a Y oc r IDa waan iti ae/r = Sam 1~ oIa wonmuq 0 t qfiW 1/4Y ■ 7/4• iR Sawa •ror, 17M woulm�t aoc a/r tom wool MxMaxoo�'as SVIM TL9E �Irj � aLq YOL!a1±+M0 IMST uxolx aou-n %2. 4. (3I xOxi OF 14Y � wamlwL) D»laOUl� >b�ul» Si NEW L [ w/4• tat sou at IVa[ � SriIEDW[ Z TOWAL RE AT OMMDIA 4 1/a• LA >PAII fat L R y5a-av� v v mmwl Lwa}n Ot a< w xxm � atr svtdr �--awo aa" Mx p n Auaa iwmc j t SfE WRATIONS rOR ®ON SIEEf 2 Z TABLE 1: MAX.SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) —TUBESILt TUBE MAXIMUM PRODUCT ALL0 g 0 1D ANGLE LENMH EA END NUMBER OF PER END 0 SIZE SPAN 70P OR BOTTOM TOP OR 80TTOM TOP OR 81 TUBE TUBE TUBE 60[ 106.0' 13 8 2'xex1/8' 96' 85.0' 17 144'1 69.0' 13 10 8 80' 117.0' 17 10 2'x4 a1/4' 98' 110.0' 21 12 144' 91.0' 21 12 80' 109.0' 17 10 2'x5'x1/8' 96' 100.0- 21 12 .0'221 172!ffl2 ff44' 124.0'212'x6'xi/8' 1140'21 93.0' III VALID ALSO FOR Mm1EIBM TUBE OWALLAMON ONLY WHEN THE SUMATION OF SHUMRS NEI M ABOVE a BELOW DOESNOT EX1.O D THE MAXPRODUCr Sp SHOWN ON TABLE O `prM NZ R1I waaw,ae SCNB N.T,S. MAX A.SD. DESIGr1 PRESSURE RATNG *E0 PSF s �MSSa• n sv-e s n0IWA 9U M cam py, t Non Mph %bW*Y 11u7 how Zam Q\�Q�!,• JCENSF' oam Ta1M NI: TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM o vm I% o.44167 IL ECO1110• FOLDING SHmm CORP. MJ VIDAD 1 * o STATE OF '%wr ! 0014I gMO OOIINMY IMa WxIN a d � m „ A. - War FaMumaE no a avw • aooxn-I r.. -Ism RAT[ ,��r PE 8 ? ""�7�I • nr awo�rir-imA1'0� CA-00mis " W/tIEII A nllr dr RE a r aw aw at. 20-190 mWao w ` \\\\ xaaaa� aR ROILM UL 111 44167 1 au t /,r roP s as ,/ru/.• Iroa•,roa Sri l ' POP \ at ,/sup. rocs a ,r of \3 / BUILD —OUT END CONDMON r POP mam aR O.CJ/, . • WALL FADE or I� t or END CONDITION O&M mn m OR(5 EXTERIOR aa� • sr O.C. HORIZONTAL SECTION 20 , HOI�NGL SOC1171 scmw YAf I1SIIi1ED RrtP>�t a t:mawl * w1r w1Y a uar sa a TRImm PeR mm— t SM LB IM1110 .4 FAR ©0N XW 2 WO10r�fNo'ranaKiu� NOTE 1 E LOCKING TUBE. PART INNTERIOR CENTERPIECE 4� RU SLL INSERTEDIINTO THE BOTTOM OF EACH ALNSERTED INTO THE TOP AND UMINUM LOCKINGM OF EACH TUBE RS A SOLID THERMOPLASTIC AND IT SHALLBEBEINSTALLED. INSERTED INTO THE ALUMN LOCKING TUG B 0" OF THE TIP SHALL BE sOLOM ® SECURED INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'x0.475'xO.065' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2—PIECE. THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, A 0.366'xO_MWxD.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE 9 THE TOP OF THE PIECE MUST INCLUDE A 0.884' DEEP By 0-188' WIDE tHANNEL TOLATCHING LEVER. SOLID THERMOPLASTIC lip INSTALLED RAT ® EIVESHALL BE E THERMENGAGED INTO 3/8''COMPRES•SA1 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPUCABLE), o aass S,Ructm a>a' (ITPa or (& t AMC 3/1r PCP RN[IS OR ie'o"c'�••,aa • to • � oe. . 1s m ..• 00�,1 -,M"` `", \� V 1 ma' xRL 2'/4' . Dp• MIS OR END LOCK AN G 'r i s e'ii- oRe1° "/ -I RaRaaRrw sDe,nx naom snmmfup¢—+ END LOCK AN •� R Hmtmw fx �eDOH ALTER RATE! LOCIQNG- SLAT Ha mmm CORNER Or-K NO DETAIL ]Eames ( •. _ ueelosM LnP N�TUN ��; '•�CENSF '•.. �� omm nnao e,e I OLDI�NOLIM�PACT PROTECTaIVE SYSTEM 0n" Rn No.44167 = _ * _ =Cj \ FOLDN SHMM CORP. "' /� OF ]�1�N0a°'�+P— Ion umn ua rR aw „tfr PAI1�m waSTATE 20-190 PL a �. \ FLOW,, T&W jwr. ' _ sRar • Or a B ®' DM PPEEI ApQ E pop�� /1 ■ 1 1 IQL ALLRAAIII T1oE off= ale m &441ai A / U. AIZU m S,Aa .LLV70LL \ . � � ••. ISOMETRI (1YP. AT TOP AND BM= su" END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE r . r . l/a' AURaNuI PO ` A A W a/IV par w4m N •.UYNm 1AKf�.IE AfWaD or r. r MUZ LW KW FAM 1 RMWAW mmicnw . EXTERIOR Ell IEVATION —w ola °1Ofm aD ropw ra' fawns M E� SIMILAR AT NEAR PLAN VIEW A_A OF BOTH SIDES O_PTIRASIDEAN i )a6 9eF PEa[s LpD.uY 6E nAT QI ,T ]/la' pw r4vm on � 1/4' a 7/s' TE7p /`/ JI/ • tr 6/ 11'r Wl PEM WAY E Me OR l DO a "••••••:`r/ �� F101RRA R IUMM COG[ (Koh t Non Hlo Yaloft Nuffbop Zw" �)� 07 SF mD TnmDD me TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mWK m = No.44167 �+ E.0 0 INC. F0IDING SNUriER CORP. rho/= GE STATE OF r ErmRmoRa WYrANY 1rn YARISI LVM no a RYD r. a..r an rrw R am Mm rAlr01cp IL �.�0,(;•., FLORIOP `: • �,rD�a„ "-w, pn�,+raa 20-190 PL i` ,. •` �````` �F1Cp un is 1.1-7- •• ,+� oluRwo w f p•' .0 •F� • - SHIM m A 15 -2 41A' CUNT. WOOD ; HFAwR REO.0. I DawaRaLL c.___l 1 1 1 1 —1 _—T 1 21XV CONT. WDOO PLME REO D. �D=r LONG BOTMM SMWN 0320' CA. AND 0.24r Id. LTYP.T ovNw1AI. RAN HIM (MDN-BTwmim) /1D110�N/ D S got r AND 1' lONO (iyp. BOITOY* AT ROLLER NDUSNO (TYP.) SCM ALIML POP 0 16' O.C. ^'� '�:f•�.`-'.� :ram �.. 2 i4' Dow. WOOD 1 "• ARM. SEPARAT NFADQL REO'D. (SEE SLIEDI ON SNEEt 1 1 T —WL FNLSN WALL FACE MOUNTING INSTALLATION SECTION I INSTALLATIONS DETAILS INTO WOOD \\\\ga\Tp AFT Il(,/AAAAi n Tm= SS HOLIER HOUSING re � RAN HOOD / '.' ULTFUWIL) ki ALW POP O 16. D.C. t SEE LIMITATIONS FOR ® ON SHEET 2 \ nmu Kwm Cow (IBptF t NwL fth YNBDMy mokm Zan IYQI� bDTE. FOR :yam:•' JCENSF' •.. % (Dnw mumac w- TITAN R FOLDING IMPACT PROTECTIVE SYSTEM wu>M m I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE WAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNITNG BWED =ANYINSTALLAYION. _ O, 44167 -__ -_ �i�/M �pL� �MLL�•F� n/ nn'LP IL E.0 O INC. FOLDING SHUTTER WAY TO (7 -o •, STATE OF �O" FCORIOQ ' 1.`}nr, NO ! prowmmq WYPAMY INN 1MpE1 LUOn wM♦ J L am eltt a. � .. ,aA 1....ma � �. � � wNa'-u,.. rr awm- mi �ApL n wa +No-WY71 20-1� •. . 6 R.E. IT : mrrwlwn.Me.,a \\ SumGALnJ1. Pt ar sa p4fND Mo numt Lfa 44107 \\\\\ • _ _ _ am F0 07 13 FtM*M 1/410 . 3/4' TENS SCREW OR 1/4' . 3/4' BOLTS W/ NUTS t WASHER 1 V O.C. ML PNISR 71e1LC11011 I E6 I(9Ff N01E ))• 0�1�AD WEAL t• ISNIPPING EA SIDE TO clwss (SEE SCNEDIAE 'ON SHEET 13) ALTERNATE 3/1e' ALUM IALTERNALATE LEGTON A s• D.C. k.j ROBYW HOLISM t SEE LIMITATIONS FOR ® ON SHEET 2 (NON-S NOTE FOR COMRIAL7fO�IAN�COMIBM /t0A3' SS. SMS W/ 1/2Y ,�/�• 1- MOUNTING SECTIONLONG Nnm SusmNGS (ryp. TV IN ANY WAY 7D SUR L7ICEPT ATNDRD3IER xq�JSQ1cW z 6m 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSNY OF 0.46 OR EQUAL .fd(' ,V 3/te' ALUM. POP WVEIS• /fa : Y SA. SI S. W/ OS7J' IONO NYLON • 1e' O.C. BUSHING W/ A 0.13V late TOP SECTION O.SOO' O.D. AND 11.246' Ld. AND 0.277• LONG ROROM SECnON OMW Q0. AND 0346' La. (OP•) MN. SEPARATIONTO +t CLASS - (SEE SCHEDULE ' : Or ®t��HEL7 ON S I . IV AILM. POP RNEP• 10' O.C. am SIDE 8 ror 0a1R 1/4'0 N 3/4• TENS SCREE WOOD IiWi - I I ,~ • 1/4'0 + 3/4' We SCREW W/ e/O' WASHER OR REC'D. ` 1 - OR 1/4' t 3/4' 8= W/ mm /t s/e' rAsIEH C e' D.C. �4 1 6/4' ■ 31C BOOTS W/ NUTStl• WASHER 0 4' D.C. 04 C7 WINE FINISHli wAu m45n BUILD—OUL FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTINr INSTALLATION SECTION 4W SECTION AAW (BOTT01TI WE W .ALTERNATE LED LOCAITON AND ANCHORAGE Tb WALL SHOWN DORM ' ,INSTALLATIONS DETAILS INTO WOOD = ` No.44167 SCALE : N.T.S. * = / STATE OF P.C. s i oPnoNAL Rm I (NON-smum J ALTERNATE 3/16' tum POP RNS • s' O.C. AT FinaET ki D/fe• AUIX POP RNEIS O 10" O.C. am SIDES TRAPPED MOUNTING: INSTA_ ATInN SECTION 7W G10RIOA BURL (O COD[ (FBph a Men fth vdow/ (hfll4Wne zm awe P00ar1-t Ta11xo TITAN II FOLDING IMPACT PROTECTIVE SY51EM DRAWN no L ECO,ue. FOLDING SHUM CORP. Tne/taGe NO tt ENOIM[COrN1pOpC�OMMIT D.��LR9oI-t6 feet WNRy MONLR pm R Ryp WmPN T7 . Hm. Am Le00 eV. 1L1FRUL�71k. l.E. TanDA U- "in ••• ... v� DRAWND N. o Fm 4 - _ _ e1R1LT f1 W 13 I r(SE STET 13) ON SHEET 1� 1/4' • a 1' TLX I SCREW OR 1/40-2011' S.S 1S WITH NIT kl WASHER 0 4' O.C. -i:l 6 F, A�i1GroRTIONI of (SEE NOTE ')� d EDGE Or SUB IT APPLICABLE (NO OF i4' LHN. TOL I(2) NINON ROLLERS — Od15'A /TO S'SS Sl4S N/ I V .Al IDNO NYLON MOM N/Ala Al!, WHO TOP SvCmw ODOO' 0.0. AND oss' L6 AIA 0.22r LONG eprt°M Wd. SEPARAI SECOON 0320' 0.0. AND TO CLASS0.245' La �•) aEE SCHWt ON S v O 11 �+ OPRONIL RAN CUMp (MaN�STRUCNRAI,) POP RA415 .� • Y O.C. AT REM 9 n J/16• AWM, POP RNEIS +! 0 10' O.C. BOON --mm �APP R'/1ffiE _. 2SA' WL WOW DECK POURED (NO FlMSN ALLOWED) ow OF SUB F APPLICABLE t SEE LLMRA710NS FOR ®ON SHEET 2 NOTE FOR OOAIHIN�TON �F ectmnuc. 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 70 SUR ANY INSTALLATION. 2 i4' CONT. NOTER.' PLATE REWD. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC OENSIII' OF 0.46 OR EQUAL 2- SEE SECTIONS BW & 14W FOR MAX. A.S.O. DESIGN PRESSURE RATING & SPANS $ AT 24' QC. MAX2'W WL Wwo- .' mm • le O.C. -SCE OF ANC1q�RS, ow 014 NDS wpm SCSCRm OR 1/iy MPLLCJ�BIE) NDS lAG SCREWS AT l00•IOIN OF G STUD 2 1/Y 10�. 71-03'i1DFD PFNETM7pN Nip BOCO 1/4' MAR. PLW100°. OOSTNG SOFFIT STUD Tcm� %10+J' SA SUM M/ 1/2'0r7/4' IANO DOR01Q, D=n AT I)!O<lFnAND 1110115N6(TYP)No=INSTALLATIONS DETAILS Uawm WEATM STIVIPM o� SCALE ,Sim WOOD HEADER TO TRUSS unTINriur lNcrAl 1 ATIAN SECTION 8W TOP) MAX. AS D. DESIGN PRESSURE RATING +6D.0, -60.0 PSF �,1C ENSF�l tM,44167 STATE OF lµ 0 m 3/4' TEX SMW OR 1/4'-20 s 3/4- SS BOLTS W NUIS ! O 1/4' P t 3/4' TEX MASM 0 Jr D.C. jj SCREW0 6' O.C. UNT TO WOOD STUDS MOUNTIN uATc're� I ATlny SECTION 14W '(BO_1 MA%. AS.D. DESIGN PRESSURE TtA71NG� +80.0, -60.0 PS Fi01lDA N1LOM0 CODE (lBph t Non 00 Vdnlly NulYiomf6 7aM 02030 TLIEDD 61G TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DIMWYN •n W IL E C O ANC. FOLDING SHUiIEN coRP. or r ao6/m1610 rAN1' 16MI "m U" I= AILL, DATE `1 rC �1maf mn loLaWr = auoL 20—ISO 1•i. ra r yr "" . aA r as a MAXIM NTOMI44117 o.na . a _ _ DW 12 CP 13 f w= L+ waw oAa owe UY 'w.. 4H wx ALDx�RE t 6. TYPE 30 Pai 144.0 144 180 Ib R 35 psf 60.0' 80 88 Ib k 100.0 100 146 Ib ft : C1 144 144 .. 210.Ib ft C2 40 psf 80.0 80 100 Ib R 100.0' 100 167 Tb ft 144 144 240 Ib It 46 psf 60.0 BO.D 115 Ib k C3 80.0 60.0 , 154 1b ft 97.0 97.0 187111 k 115.0' 115.0 221 Ib ft 144- 144' - 276, G R 50 psf 55 psf 60 psf 70 psf 75 psi L+: "WUM ALLOWABLE PRODUCT SPAN MR A CM31 POWIVE AMD DESIGN PREP Raw L MAX ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGAIWE A3A. DESIGN PRESSURE RATNO. FINAL NUOWN ALLOWABLE PRODUCT SPAN 6 SEPANL R1dMBDI BAND D DETERMINED UCT ED PROD CONNECTION CAPACWY S`NEOI! c (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/F1) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE NOR CONCRETE CONCRETE BLOCK STEEL WOOD SING ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR TYPE TYPE C E. A- C F — 358 LB/FT 157 LB/FT 134 LB FT 256 LB 397 LB/I 473 LB FT — 418 LB 238 LB Fr 02 LB 242 432 LB F 8 45 382 LB LB Fr 22 LB 380 LB LB 419 LB FT 'LB525 3MLB/Fr236 285 LB 443 LB ! 390 LB/FT 134 LB LB/FT 329 LB/F496 LB/FT 375 LB/FrLB 202 2318 /405 LB 813 LB/Ft LB/Fr 304 LB/FT LB 631 LB F 466 LB/FT LB/Fr134 LB/FT FT llL8BB38 393 FFI 592 LB/FT 202 LB/FT LB 483 nq! 364 LB 500 IB FT 753 LB F 1 _2®;1>,LB" = — 224 LB/FT 81 LB FT B3 LB/FT, 143 LB/FT 103 LB F 122 LB/FT 125 LB/FT 214 LB/FT 155 L8/F — 670 LB 243 LB 250 LB FT 432 LB 311 LB F ;273u16"o;- 325 LB/FT 487 LB/FT-- 215 LB/Fr.— — 138 LB FT.102 LB/F FT - / 3 822 LB/FT 975 LB 648 LB FT 4 269 Lem 301 LB FT 183 LB/FT _ C7 3 358 LB/FT 402 LB/FT 244 LB/FT — 2 1 — _ — 12 1491 LB/FT 596 LB/FT 409 LB/FT co 8 1738 6 1982 LB/FT LB/FT 11194 894 LB/FT. LB 614 LB FT 819 LB FT — — MIN, SEPARATION TO CLASS SCgrpLL I: SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE 0 ZONE 1 2 3 ZONE 4 AS LESS 2 1/2- 1' 2 5/8' >5'-10' TO 8'-3'f' 2 5/8' ♦ 1' 2 -3/4' TO 12'-0' 3 1/2' 1' 3 5/8' 0 AS DEFINED BY ASTM E-1996 STANDARD. ♦ EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4. 4A do 7A. 207 1 414 1 114 1 152 L 265 L 397 L — !i7f1 I CONNECTION CARAC.LTY NerHMULF (MAX. ALLOWABLE REACTION TOP do BMOM Le/Fr) FOR SHORTER E.D. (2'RFORNCRA. 21/2'CONCRFOR 8�& 2LOCK 1/4' FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE NNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE C A C C1 9 388 LB — 134 LB 6 MLB/Fr— 418 LB — 202 UB 12 334 LB Fi' - 142—LB/ C2 9 362 LB/FT / — ISO 190 LB/ 6 419 LB/FT — 285 LB/ 9 372 LB/FT — 309 LB/Fi — 134 LB/ C3 6 469 LB/FT — 375 LB FT — 202 LB/ 3 760 LB FT — 572 LB — 304 LB C4 9 445 LB — 370 LB/FT — 134 LB/ 6 561 LB/FT — 448 LB/FT — 202 LB/ 3 912 LB FT — 882 LB/FT — 384 l8 9 226 LB/FT — 224 LB — 83 LB C5 6 339 LB/FT — 334 LB/FT — 125 LB/ 3 661 LB — 570 LB FT 250 UB 9 221 LB/FT 251 L81/FT 1215 LB/Fi — C6 6 332 LB/FT —LB/Fr 378 LB/FT 323 LB/FT 3 663 756 LB 646 LB FT C7 4 232 LB/FT 235 LB 183 LB/FT _ 3 310 LB/Fr.. 315 L$ 244 LB FT — _ 12 363 LB/FT, 460 LB/FT 409 LB/FTca 8 582 LB 691 LB/FT 814 LB/FT _ 6 777 LB/FT, 921 L9/FT B19 LB/Fi — — ANCHOR OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CON-. C.BLOC WOOD STEEL CONC. C.BLOC WOOD STEEL A 1/4'0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50' D N/A 4.00' 4.00' N/A N/A 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 C 1/4' 0 CRETE—FLEX 3.00' 3.00' 0 N/A 3.00' 3.00' N/A N/A E 1/4' 0 TTW-BUILOEX TEK SCREWS N/A N/A N/A 1.00' N/A N/A N/A 2.00' F f14-NDS WOOD SCREWS OR I2.00' 1 4 NOS LAG SCREWS N/A N/A N/A N/A N/q NamneN..__U((AA �CEN.9e - IQo. 44167 s •0'• STATE OF _ .o. .... FLUNI A P00JtIRID ODOR ouph 4N i m Nlh vwo" Nu'b" Z") 02m 7ttltto TiTAN 11 FOLDING IMPACT PROTECTIVE SYSTEM CR41111 ff1! r, L E� C 0- FOLDING SNurm CORP. 7�to �r �0 CO RP� 47F�Wo,-,moim,o, 10Q�T �L{OTp ON �, KWl an n T1e 113sea 20-190 loD10�A-0 10I1M Ua� N1E7 " ...ralr�leW...In �Y[ OR�WNG tN _ _ _ _ f1ElT 13 a t3