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HomeMy WebLinkAboutSET UP-INSTALLATIONIMPACT PROTEXTwC ON THIS PRODUCT HAS r FOLDING 0OWEEVALUATION DOCUMENT IPSyCCOMPLIANCE TIN CCORDANCE W ME 17 (6HiIRTION) OF WE FLORIDA BUMCLML , MWNGW� NNCTSYSTEM MAY BE INSTALLED AT HIGH MOODY HURRICANE ZONES (H ) AND DUE OF MEN (WHIN¢). DESIG WIND FOR AN BASIC WINDSSPEED ASEREQUIREDiNED AS BY MEEER SECTIONS JURSDICTON WHERE( THIS) PRODUCT TDB INSTALLED FOOF ME R A pR�ECiIN01WV FACTOR K0.0.65, USING MCC 7-I0 AND SHILL NOT SXCEED ME MAXIMUM ASD. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERTY THE MOVE cowNROH ULTIMATE DESK WHO LENS DETENUMED PER ASCE .7-10 SHVL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM W OB M ORDER TO COWME THESE IV/ MAX (".D.) DESIGN PRESSURE RATIN4S INDICATED DR SHEET 13. IN ORDER TO VERN THAT COMPONENTS k µCHOPS ON THIS P.E.O.. AS TESTED, WERE NET OVERSTRESSED, A M X INCREASE IN AELOWABLE STRESS FOR WINO LOADS WAS NDI USED IN MDR µ 1!4 A DUPATON FACTOR CO . 1.60 WAS USED MR VEAIFLGTION OF FASTENERS IN WOOD. TAB OF SOUTH iLORIDA sa'wv p..NENEEWNG TESTMC. INC. 2. STAINLESS STE1. SHEET METAL SCREWS USED AT SLITS O k ® SHALL BE / 10 A 3', 410-HT.MINIMUM SERIES W/ 173.6 kel YIELD STRENGTH k 187.4 kal TENSILE MOM M. SCREWS SHELL BE COATED WITH XYLW SOM SERIES F.UOROMLYMER COATING, AS NAIRUFACNRED BY WMIFORD CO, BOX 507. WEST CHESTIER PA 19381. 3. ALL ALUMINUM EEIRIISIONS SHELL M AWIMINUM ASSOCPnON ALLOY µD TEMPER AS INDICATED ON SHEET 2. MINIMUM WELD MOM M FOR fi08S-TES ALLOY Ai SLITS SHALL BE Fy.25.9 kei. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 W MELD EMENSM AND 90 kei TENSILE SINENGIH OR CORROSION MWANT COATED CARBON STEEL MY/BMIDOI TO SCREWS AND SNAIL COMPLY W/ FLORIDA BUIDINO CODE SECTION 2411.3.3.4. AIL ALUMINUM POP RNE1S M BE 50.52 ALUMRNM ALLOY WGH ALUMINUM MANDREL. 5. BOLTS TO BE MUM A-307 GALVµBED STEEL, OR AST W4 OR 316 SCRIES SRAMICT ,CT WITH W kal MINIMUM TEED MOM M 6. ANCHORS TO WALL SHALL BE AS -FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO COSTING POURED CONCRETE: I/4' 0 TWCON W/ ADVANCED THREMFORM TECHNOLOGY, AS MANUFACTURED BY ITW. MUGU, INC. TO MIN. F<-3192 PSL 1/4' 0 CRSEIE' SGfID SET, P5 DISMNMm BY ALL PoIM SOW SET ANCHORS500 CHANCHORSTG MIN. F<.0 peL FUCK. AS MANUFACTURED BY C'M COMMOTION PRODUCTS TO MR. rcy D PIN. HAS: &I) MINIMUM EMBEDMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCISIE IS 1 3/4'. MINIMUM EDGE ISSUANCE (ED.) SHALL BE AS PER SWEET 13, AY) 3/4' SOW SET µCHOPS SHALE BE EM MY EMBEDDED (7/81 INTO ME POURED CONCRETE. NO EMBEEMEM INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EMSTWG WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MATN STRUCTURE BEHIND SUCH pMW. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al k A2 ABOVE. (0) TO IDGMINC CONCRETE BLOCK WALL ASTM C-90. 1/4' 0 TAMON W/ ADVANCED THRVTECHNOLOGY, AS TECHNOLOAS NANUFACNRED BY I.T.W. BUILD". INC. - 1/4' 0 x 3/4' SOUD SET, AS DISTRIBUTED W ALL PoIM SOLID SET µ MM. - 1/4' m CREE-FW(. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NDffS: Et) AW'BMLM EMBEDMENT OF 1/4I TAPCON ANCHORS OR 1/4' 0 CRflE-FLEX INTO CONCRETE BLOCK UNIT S 1 1/4'. MINIMUM EDGE DISTANCE (CO.) SHALL SEAS PER SHCET 11 B.2) 3/4' SOUD SET ANCHORS SHAIl BE. ENTIRELY EMBEDDED (7/W) INTO ME CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4' 0-20 SO SCREWS USED SHALL BE 1 1/2' LONG LGNOIUM SHOULD STUCCO EXIST AND 1' MINIMUM MR WADS MM ND SNCO. B.3) IN CASE MAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME COSTING WALL, ANCHORS SHALL BE LONG ENOUGH M REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1 h 0.2 ABOVE, SCANNED BY St. Lucie County (C) TO MMING MOD FLUME BUILDING: G.0.48 ]TIN. 1/4' 0 TAPCON W/ ACVµCEO ,WREADFORM TECRNOOGY, OR 1/4',1 CRETE-M.O, AS MLNFACMReD BY RW/BUIIDIX, INC 4: CUM CONSTRUCTION PRODUCTS, RESPECTIVELY, OR If14 NOS WOOD SCREWS OR 1/4' m NDS.UG SCREWS. EID)g: C.1) MINIMUM THREADED PENEIRRION OF 1/4' 0 TAMON OR 1/F 0 CRLIE-ilIX OR 014 NOS WOOD SCREWS OR 1/4' 0 NOS TAG SCREWS INTO ME MOD FRAME UNIT SHALL BE 1 1/2' MR Cl WRIT C4 AND C6 WNU CB CONNECTION TIME, AND 2' MR CS, OR AS INDICATED ON WOOD SE'CDONS ON SNEERS 10 THRU 12 No WRONG, POMPON INTO WALL FINISH SR]LL BE COSDEREO AS PACT OF ME NEDLIIRCTI THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' m TAPCON 01 IX 0 CREIE-FLEE OR /14 NO MOD SCREWS M 1/4 0 No VL SCREWS INTO WOOD SMALL BE AS SHOWN ON SHEETS 10 MFU 12. C.3) IN CASE MAT PRECAST STONE, PRECAST CONCRETE OR SPAIN PANELS, VENEER OR PAVERS BE FOUND ON THE E0511NC WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE AWN SUeSMA1E BFM0R0 SUCX PANELS. MUM THREADED PENEIUAITON SHALL BE AS INDICATED ON NOTE SUBSTRATE ABOVE (D) TO CKISDNG STEEL STRUCTURE: MIN. 12 CAGE, FY.33 N31 (MM.) ,TER U_ -1/4' 0 RV BUIWEX TEX SCREWS W/ PULL THREAD PEHETRµOM NDllS CI) MINIMUM EDGE DISTANCE OF BW SUILDEK TEAL SCREW I, ). ANCHORS SHALL BE WSFAllfp FOLLOWING ALL OF ME RECOMMEHDAMNS AND SDECIFlCA11pN5 OF THE AWHOR MAMFACNRER B. IT SHALL BE ME RESPONSIBILITY OF ME CON1RACf0R TO VERIFY ME SOUNDNESS OF WE STRUCTURE WHERE PRODUR IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHU,M, SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. B. EACH UNIT MUST BEAR PERMANENT Wa IN A VISIBLE PUCE WITH WARNING KIM DURING PERIODIC OF HURRICANE WARNINGS HOME OWNER, TOPE OR GTHEES, MCAT PROPERLY CLOSE AIL CENRRNEGES µ0 ENCASE OR LOCK ALL LOCKS. 10. PRODUCT MANUFACNBER'S LABEL SHILL BE LOCATED ON A READILY VIB®IE LOCATION AT PRODUCT IN ACCORDANCE MATH SECTION 1708.9.3 OF ME FLORIDA BUILDING MOE ONE LIBEL SHALL BE FLAGS, MR EV9BEY OPENING UBELNG TO COMMIT WITH SECTION 1700.B.2 OF ME FLOWDA BURDNC MIT, I1. MIXING IMPACT PROIECTNE' SYBTEM'B NSTAUAIKIN SHAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRWOED BY ME JURISDICTION WHERE PERMIT IS APPLIED T0. 1E (A) WS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY WS EMMERT IS MERI: AND ONES NOT PROVIDE NFORMAMN FOR A SITE SPECIFIC PROTECT. La. WHERE TALE SITE CONDITIONS DEVIATE TROTH THE P.ED. (B) CONTRACTOR TO BE NESPONSBIE MR ME SOLECTION, PURCHASE AND INSTALUTON INCLUOMG LIFE SAFETy OF WS COMMONS DDETALLOYp ON THIS OCUMEFM CONSTRUCTIOlON N CATITY-AT SITE IS THE CgT PRKY011DED HE/OE GOES NOT DEVIATE FUM ME MiUffORS RESMNMILTY. (C) TINS PRODUCT EVALUATGN DOCUMENT WILL. BE MWOMED IMVALD E MOD=. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Cl RECORD (E.O.R) TOR ME PRQIECT AND WHO WILL BE RCONIGN ILE MR ME PROPER USE OF WE P.ED. MONSOON OF RECORD, ACTING ASDELEGATED ENGINEER TO WE P.ED. OTITIM H, SHALL SUBYR TO TWIS LITER WE SITE SPECIFIC DRAWINGS FOR RENEW. ' (E) TINS P-EA). SHALLL BUR ME DATE AND ORIGINAL GOAA. AND SIGNATURE OF WE PROFESSIONAL ENGINEER MAT PREPARED IT, "�EFln (TOOBNS DPAIMIS �LL DYBE A"IT YIRSNTHEF OFiEDR�1(PSD i i ` O. 44T87 7}; * i FLORIDA mml>mRm o+C. ILECO TOLL 1[ 1 A [mm�[[Rlxm t0lp]M BWLDING.000E (I i911 e: Nen MOH Velocity HUMCOne Zone) TTµ II FOLDING IMPACT PROTECTIVE SYSTEM m: N FDIL �p e; ;. ��j FOLDING SHUTTER CORP. ;n°R"' nGp 1061R6} - • C� RA ffi.Rp uagyn9l w.Aevaa.< qµT RT PIMA BDDLM1y>II] • - AEN'?: •' NAALL �,: m .®-IU T10 A n1IR RWIOA W. F J.aeMMxl.,we 0wvxo xe P.L.•'aL]LFSiFJ•1]NTR/WR � LI6T 1 N I] (TO BE IR'EO EDEM MAY NCLUO£ PER DETAIL ON SHEET ® WALL HEADER 606E-T5 AUOY 4�11 ® SLAT WINDOW 606E-I6 A40Y (TO BE USED OMr M DSTAWTIONS J0 EEET OR NIGHER ABOYE CRAOE CO E S£0 AT BOTTOM OF OPEMNO SEE 00MPdVENIS M, T! R ON SHEET J) ©1 ALT BOTTOM TRACK ADAPTER 606E-T6 Auor ssso- oM• 606J=TS'A(EO d� a y"9 w `FLAT SEND �606J-T6 ALLOY Z'u"zou• �- rx zMr em• mz- Rr we- eer xnr :sv- ® MCEI NG 0 OM- II LS Y TRACK- 6035- OP--'-'-".-. ® 0 N GUAR16 AILTMLNU - AfLOY 606E->6 ACCOY m ® RAIN HOOD 606E-M ACLOr lt,t, 1 „CQjWPONENTs J a I�....... �8� - T RORIDA BUIWINO CODE (High h Non High Velocity Numcane Zone) 1C'CG`•EIIC'6j x ` •.,.• ®ten UZ)OD ma TITAN II FOLDING IMPACT PROTECTIVE SYSTEM0.aa IL EC O Iwc. FOLONC SHWER CORP. •� •L t \ Z Te.S,IMO ! CMapRR Xe COx.1X1 %e9 ta16,x2e PUCC 1IECE CORNER POST ' �;, -,ti Dmn, yvw .5^ a-oee Do Y - LtaY i�'cf'••...�RIOP;`�Lt ,S n: wu,u A mur a. x.L. - fQ(�s, ,. Th'h reouoc uc. 1 uln - exm a a u - 0 BE UE£0 AS AN OP]NNI fOR 4L INS@WNONS ®SLAT WSIVDOW ELEVA .TION vrvpm GFDe NnsnE.rxc3vDE PfftiOfL.nONJ AS PER m OETNL - TN.0 (a RAro0N5 INT bE BI ONE 5GT SPACeD TYP/CA YM. TA" APAFT (NAC EYeRY 10 AA]$). W D VlI TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW £LEVAT/ON (LARGE MISSILE IMPACT) YIP buw WE xwOJW ruin FA 1) 1LIL A III \' �0.Dso »°ur V —�El Parcwe¢NATE HCHwc wxPDw 6E£ TAe![ rJ �6 YAC (1) NY6NE GT A oYH OF Z4' R/1• NN ENDS or SGT TOP 4, MOTORfFSJPMNYD 1p i R PIIfC6 . 0.4(]Se �� NOF P.PoOU,.. ® SLAT WINDOW DPsTAIT at a ION) 21 Z_CLIP ©2 ,SNAP9NAPIN END CLP 44167 TABLE 1: SOURCES FOR 0 & 2f "NIX PFJPERnes sNVDEPO 'Noon", SISC dYM191M FRLPIXCE IERNL MIUNICp(apq 110YWAbJ,1DN JI (VAY rN FdN DaSEl1: 5PR'°R 41NNfe T= AS1Y D:3 OWJ IC/N 0.0t1 Rl' ]5NOO54C n 10>n $1F AS]Y D555 5AW p.LL 9.5n] pt.t 1hb 5W SIFdLM FL T¢D IT KN DAn 126n0 p.LL 11-o p...l. 51ALR4 YOOUUUS WPICII NSIY O]Po ]I0.0.0 p.Y N5.W0 p1.1. NOTCHM ¢00 For L51Y .5. 1. 1]-I5/M sum OVOU, eSIY 0200 e73 L 1U 5 VAY n1]E °P WROMM MIN' 0. C-1 oVS,, PI 6ASS A3 IONNO, /3fY Olp]9 1010 '! pPol nm mu ]EN59E !'OUM M Aflpl xGdEFwc ASIY 0&le O]05 p.1 M. N.1 ]ENSUE SInESi moor eFAMFNpO A}TU o.. 5451 p.cl. 5010 pal. ABLE 2: SOURCES FOR h"Ou P.fll'IXR6 S[NMVO WS4A SGR Co"NUn FppyNQ lQAGYNr oW =, a VNNIY ASIY 0393 O.OU W/O' N,. STIFNOM rm�WRE ASM 00]B II,S00 pAl M 151RMOM FrnEEO ASry 03E° AMouW2 MM OM. A3°WO W ¢ap A5M WNamx am IY M p.mL WRE . R.V15 Sop T PEORIDA BURPING CODE (High tr Nan High Velocity HMHcane Zoni CO'wC' TRAM II FOLDING IMPACT PROTECTIVE SYSTEM o^^M M u C.O mc, FOLDING SHMEH CORP. O. O, ©+ 2 or3Ow/03,16,©oR 19 4 OR g - (2) n_ C x m i Oz USE (2) D.C. MR AT JO' PANS S I ♦ HOT[S DN Rsl k LOCKING NB[S ®AT pk QS , '3 W UP B9' 1• TWO (2) @SHALL ALWAYS BE UBCO AT PRODUCYS MOSPAN SP]ED 3 u USE (J) L� AT JD' O.C. AT JD' D.C. FOR SPANS UP TO BB'. UBE THREE (J) Q� fOR LIRG FOR JPAN WiGER SPANS SPACED AT JO' D.C. AT NIDSPAHIOR. <-MPONENi dL3 WY BE D INTERIOR OR PIECES THAN 99' UP TO 144' QOR LOCATION OE a SHALLSBE AS F SHOWN ONTo E TTPICALRELEVA Nd 1. (2) LOCKING TUBES BNAL�yJALWAEA.R BC USED TOP k BOTTOM CE 41 OR 6 (ZQ' SNAALLL BE J CURED WK LEVERSAS SHOWNAON SHEET 11 9 CKING T n. TYPYICAL ELEVATION s. .D NOTE: SEE SECTIONS 1 THRU J ON SHEET 5. SEE SECTIONS A THRU 6 ON SHEET B. SEE SECTIONS 7. 7A k 713 ON SHEET 7. SEE SECTIONS 9W k ZW ON SHEET 10. SEE SECTIONS 4W. 4AW k 7W ON SHEET IT. SEE SECTIONS TAW. 711W, BW k 14W ON SHEET If. A. 44167 1 BEE UNRATNB FOR ®ON SNEET S FLORNA BUILDING CODE (N9N Be Non High me TITAN II FOLDING IMPACT PROTECTIVE FOLDING San CORP. aP. o '�°� .,A .ull Hum nv Inn N mAA e. u W 'w I svm 1NICN S.S. MOUANO Qp 0P),IXCP AT WALL FACE MOUNTING INSTALLATION a "°I " 0 .. ("') SECTION 2 WALL FACE, MOUNTING INSTALLATION SECTION 1 r °° NMON eP Ono STAGGERED ANCHOR §PACING. dlll/// INSTALLATIONS DETAILS INTO CONCRETE y�P�tER' & CONCRETE BLOCK SCALE: NQ.S. �• 4 NOW FOR COMBNATO. O, c,DONP: ; _ E E.O. EDGE DISTANCE 1— MOUMINC SELDONS CAN BE COMBINED (SEE PECIFlGTIONB ON SHEET 1]) IN ANY WAY TO BUR ANY INSTALLATION, � � •.• .Ns A 1 SEE LIMITATIONS MR ® ON SXEET 2 P.F, iat POP WVm. ( E w Me e SMFA I Mo.) NON O'o-mm WµL `AM1Ri mm) M.N. vON s1RYC WNy To. (oCWMM£ ML) or 1 nORIDA BUILDING CODE (WIIN k NON XIOh Velocity Hmracne Zone) TITAN It FOLDING IMPACT PROTECTIVE SYSTEM M'""'on FOLDING SHUTTER CORP. NON, v"" rvr vuu: ��n n-0B2 .....'Neue—e Ounlro Nc. er/wp .a MLR S.1] h POP RAT` a S' O.C. POP R IE ]0 5. µC. �& AT Rm. 1 y @$ I 1 POP RAIDS 30M SIDES } --j •$ LMIN.]IC-PLTNWD 'O .....-% �l-qIX.] 1/!' 0 UPCONS OR ? PEONAED g IR- MIN REORA Oam-ilFJt ARCHORS C' O.C. ry 1/0' TIRV BOIT W/ WtlMFR k WL /P RING BOR W/ 4g FAOI SIOF, PONREO CONCRETE ONVfZ'.4' ASHER k NIR O 5" O.C. a I/0' O TANCONS m CONCRETE BWV WN1 Ohm-1 OMHORS C' O.C. REOUiREOm 315NI/B" POURED CONCRETE OR_ $b11/B' fi0fi]-TO LINT. TO CmT. µUM. CONCRETE BLOCt WµE µ... peLYL OR BENS PUTE. RFOYIRED 'M COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RARNG. "6.0, -6R.0 PSF MA%. A.S.D. DESIGN PRESSURE RATING- iOB.C, -BS.D PSF ( MIN. SZnON 0 DIA 5 (SM 55 x 1]de ( /�'KIFNIYTE lEG i Or 3'� \ BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE FOR QQMBINATION OF SECTIONS: IR E.D. - MOE DISTANCE I- NO "NO SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN AEN WAY TO SUIT ANY INSTALLATION. T SEE LIMITATIONS FOR ® ON SHEET 2 V'I v. I FLORIDA BUILDING CODE (High k Nan KIN VCIOtlIy Hunicone Zone) '• No. qq�g� mxgn RTECD Ix= TITAN H FOLDING IMPACT PROTECTIVE SYSTEM . W. A; 9pi, L LL FOLDING SHWER CORP. 0RAO1 T .�' G �' nw TBsnxc a mmxEERlxg <owaxr $oeR xDvmm NxOE +�"..,..�....: ��I,.' uu..:':re'mo .."x�`'�'v:P° �W°.: Iwo-elW,+un a 17-082 -m n: Io1¢eoaoLnm AgNp,I,rrNm,wn, -_- ONAI Eta ./II ®-GWeTIS 0.Uxrxo x. P.f'SP4'�'Ix%TYRE/ry}B xROeei .I . , .1.)f sIm s or I] POURED l D.OW R01£R eID H ]• DaT]• Oo I MO. TO"0. A40 1 OR3]' 1 SRTOX 0 MIN. sEPARADLH TO cm, (0EL SCHEOIIIE ON ]NEEI I]) POURED MIN r T �3 P son x RAIN RE MIN. E.D. TRAPPED MOUNTING INSTALLATION SECTION 7 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCALE: N.T.S. eo 1� : W NS "•. NOTE FOR COMBINATION OF SECTIONS: `r' E.D. - EDGE DISTANCE N0.44187 I- MOUMING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) {E IN ANY WAY TO SUIT ANY INSTALLATION. a .L) ,A Ss/T` F T SEE UMITATIDNS FOR ® ON SHEET Z _ ••.C,74. ,,..•'e NP MLrEoNem ]/1]' POP RrvIGA O 0' AT N. I CnxrRDlIRN mom/ L_ (SII. S'RfT ')i • MIN. SO. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM 7.l NUM. POP RMTS O.D. I'mx sus FLORIDA BUILDING CODE (High k No. High VVIeNty Xumcane Zone) n %mo me TITAN II FOLDING IMPACT PROTECTIVE SYSTEM LnnN on LL E C O ]xe. FOLDING SHUTTER CORP. ° a° I MOIN[LFIHO COMPANY ]WB NPI4IR]{PNCL i. xeiw4 WO' n ylle HSLf PIW BPO R SH1] leoo'-uP3-OnT 17-082 ul. ➢ods�HlH°'rm� 3—W06]fe � IOWn11.1uXA.a ORAANC Me eA TL11f J1. P.L ue. 1 u10) 01 RLT ) M10 On S.. °[ Vs'x eA+rnn OIPO Im sa®In[1 Z TYPICAL ELEVATION,/TUBE AT BOTTOM) rv[i Z TYPIC�ON" IT MID, I HT) 1 SEE UMRATONS FOR ON ENEET 3 ac�u TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE In lac ina na ammn[n W TUBE SIZE MAXIMUM PRODUCT SPAN AllO SF LE LURE i0P OR BOTTOM TUBE LENG H iGEND TOP OR BOTTOM TUBE NP.EHEENOFOFCIBES TOP OR BOTTOM TUBE 60" 106.0' 13 8 2'.4'x1/8' ".. 85.0' 17 10 144" 69.0" 13 8 80' 117.0' 17 10 2'x4'X1 /4" 96" 110.0" 21 12 144' 91.0- 21 12 BD' 109.0' 17 10 2'4'x1/8' 96, IOD.O" 21 12 144" 81.0, 17 10 80' 124.0' 21 2"x6"xl/e" 96 114.0" 21 12 144' 93.0" 1 21 12 { r IQNEGNf TU9E INSTNL ATION ONLY WHEN WE SUM 710N OF WE SHATTERS HEIGHT A90YE @ OELOW DOES NOT EXCEED WE W. PRODUCT SPAN SHOAN ON TACLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE MAXIMUM SIZE PRODUCT SPAN ALLOWABLE TUBE SPAN REOb ANGLE LENGTH EA. ENO NUMBER OF ANCHORS PER END OF TUBE 60" ]6.0' 13 12 2"x4"zt/B" 96" 60.0" 17 15 144" 48.0' 13 12 80' 87.0' 21 18 2'x4"xl/4' 96" 144" 65.0" 21 1B 80' 77.0" V 15 2'x5'xt/9° 96" 70.0" 21 18 144' 57.0' 1> 15 80" 88.0" 21 18 2"x6'xl/8" 96, 81.0" 21 18 144' 66.0' 21 18 o b INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 0 9R GROUTED CONCRETE BLOCK WALL SGMF; N.TS. 0 0 Ix'O�x - a [[°w N . A.S.O. OEVGN PRESSURE RATNG - V2.0 PSF YL� 14 FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) tT. NO. 44167 5 02017 mrecD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N"� So g °1• I L� E C O FOLDING SHUTTER CORP. DOE O ••.• / �•�.' nLllf TferyNO k E�NGNNELRIxa CO.PANy 209> NWiTx6t PULE ORI P.r' x4x .r ti: � ium`RI�.I.. "°"'u`.,.P-' �7,;.. NE[Tniw'emw uTi'>.13 17-082 > L4yx�• •@sC1 I[ _..t'e'000riio . .ram.nwlLL..m o.InnC x. WNY" 4 m PE. "F.LS ,.14N.TII(SyCar ..DA Uc7N167 xxRT e W 13 I /In' PoV RM„ m N•u- Iiem I \3 � 1 \ i I nss e,e-oc� I \3 x BUILD —OUT END CONDITION P vw Nam oR ac ----------------- ----------------- OE Qry 1 EXTERIOR M01e il tB m1QI�•� ae. e � �a, HORIZONTAL SECTION 20 eDm.VlIOR w a41P xoasoxru svmv To YR �a"rnvam sIL MAY VARY AT LAST SAT AT i;PPLD Il6TIIIA110H6 4 OR i T m waxotS RGR ©OH SREf 2 *wcevoYssE-wI AWOIZ a u• e.0 io —\ SHOD oxrs,Yc smmuRc I3� Gomxc.smucrvnc Ya ]`.r.Xe-mM. NOTE 1 ONE LOCKING TUBE, PART / SHALL BE INSERTED IWO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECEC4 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE C, A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'NO.357' AND N SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO R WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE 71P SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'XO.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE Gttl, A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375- LONG, WfITTNH A 0.366'x0.366'4.630- 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- DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASDC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORRONTAL FLANGE OF TOP/BCTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK & WOOD (,AS APPLICABLE) s mM. 1.14 Use. Ux m'm2rz¢ a ,Y OG END LOCK ANGLE Ace],xRu ucsmx s<.ac]s : icxm m o:rt to rnme¢a: Y ,• eu ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL uonaorn. ¢coon FLORIDA BUILDING CODE (PoBx & Non High Velocity Hurricane Zone) " Oxon mmm xc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM max m FOLDING SHUTTER CORP. �L,. nun rtsnxo a exclnrulNo coYNAxr 1 Rfu.'0=1ltpS n aliY ....:—or:.,o....a—,_,Y, -m lB-Po`m']eie•ewn wum+ w nu� Jr. v.E Tool HVmmxs vV¢ eY m10t R3Nn rxmreWwl.n.om I7-082 wariM1G No w � s,mx . a n noYw sw. to ww,. z' . z• . In• 1 waYw PHpE Pwn-an uaml Pm sernm+ a Y]¢t e A A (]) J/IR' CW III. 'IV nPl IIL Or ]' . i- 41luINw . WGIE LLV WY I Y OPp11XC (l5 [NOM 200.1UxI1m4 ¢ �� OPgM4 xJ IRI NOW',Tu Rost 19 13 RoRono , BVaDOEt YoRR Pq.SLCRN ([MS[i a w AM PV MnS Pon ar r¢ ntw]srz xuE EXT RIOR EVATION AT H y� PLAN VIEW A -A ov110 ww'iRmix 6��,-' \ ou� i \ \ OF �( I® ® 1 II G) l ,/e' • . O/,- �i 10I 'Co, CN Jn a• rOP V' I ,n•. f ln•. ,/p'. V-3- OPTIONAL SIpE ANOI c (M1P SEIpH e. 514ti 6) nM13 P.AWAE 10 rMN. 0. OWµLIE( lOP 6 N9E I 601IOY OR m'MLL ] PFWIPry) CR��Rp µLN`WW u Rxv1E m slEe l \/ Rmv LORR�pq� at CNT pq is' rt� • y[p rw OR mnwc stmmirs aW 3 Ir u CORNER POST $ ISOMETRIC iuR` o' m.am � nIP. Al mP .. OOmn sues) O R ROM Mir arut 9 2 TRAPPED END CORNER POST CONDITION W1 FLAT END mxamlY s[rnox ROREA BNLOING LODE (Hqh k Non High Velocity H M.... Zone) END INSTALLATION DETAILS INTO CONCRETE. - mw"ma°°o. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM al' CONCRETE BLOCK Sc WOOD (AS APPLICABLE/ �' IL E c o INC. FOLDING SNUFFER CORP, o n " 711 �fy.I ��• T1Wt LLI ![XOIHLLRIHO CO m[]Ry$IIQTlA FFst P/111 R n OF/Lµ R ]%I] �:in�sa. wmv omit/ n v1e1 lfrojn,-,sv.,e�(1vYn-,v, RL IRW-a1J-e>)1 17-082 -mo®mTM ul<le m.lelPnp.RW,Iiwm oYnR4 x, - P.[R[ . 01 I"OW wLLtw A IIWI'a.. P.[. /uT[ navlw, u.. / vaey YI[n a Or 13 MOM RVx .= (NDPN-Shoe L) NFMFA REp'E. I TIO . p• S. SL.S W/ DWY LENS xY1aN :l I 3/16' &Uu. POp RMETS O 16• aC. THENc1LExE Ow. N RIP sCrnax oaao•1} Eer•`� MA1 or 520. O.O..NOA`SEMErs. 0�1- e ea4x W"ARAnox Z, DINT W.w b+uunox(s¢sixtm� NFMER CE'E. (ESE s.6 sIELT u) fr iry T.. 1000 � RE. I ! I WALL FACE MOUNTING INSTAI LOTION SECTION 2W, (TOP) �'1, (11II,III II I, � �mxv6xl n „ 1I �W" RmH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD T SEE NMRADONS FOR ® ON SNEET 2 NOTES EWE MR COMBINATIONOF SFCDON. 1- FOR MOD FWUE CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECRIO OENSIIY OF 0.AG OR EOUAL 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLADO, RORIDA BUILDING MOE h Nan High Velocity Hurricane x ]/A' A' O.C. WLLmv .(.O9f6'IYl NM. 0.1'rxO270•N.GO• UUPAFNI MUINEA sRmPlxc u aoE Dn.) r ] x1' .00 o,w .SI S T SEE MNRATIONS FOR 6 ON SHEET 2 Ep OMCUN. NM "COP NpTE FOR COMBINATION OF SECTIONS: (NON-SINUCN0.W t 10x]' S5. S.As. w/ 1/$'P x]/r I- MOUNTING SEMONS CAN BE COMBINED AO Mnpx Busxwcs (TYM TOP) IN ANY WAY TO SUIT ANY INSTPIlATON. 1' IDNO (w BOTIONQ. AoS, IIDIES: 1- FOR WOOD FRAME CONSTRUCTION: ADDS MEMBERS TO BE HAVE A MIN. SPECIM OENSIIT OF 0.15 OR EQUAL 6' µ JZ2AT PoP RN.0. AIO x' N W1 SN.S. Nf ING 7 P S N6pN O IB• O.c. BUSMNO w/ A 0.150 U. A TOP 2Y U B=O O.D. IXO psu' IO.. AN O.3i]• LONO BOITOY SELTOH'0-0SO' O.D. AND O.N]' 44. DrP.1 or ® t or ®t MAIM. POP RNEI O.C. BOM VO&I 2W j, 'I L vn . a/A• Tna scREw NOOD X /III.' ,1',1111 1 III w/ 5/e•.OR OR I/I' PS x ]/C' BOw/ NUIS k 11tt '1 1; 1 I 9I5' ..OR O 4' D.F `I ' II RNtRROM G 111 ). W.AL IiMSN BUILD —OUT FACE MOUNTING INSTALLATION BUILD—C SECTION 4W NOTE 0 tALTERNATE LEG LOCATION AND ANCHORAGE TO WALL 5110AIIN DOTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. / / oP11IXLL RW IIWD MIN+-STRupNY+Wqq I I ]/1e• RAµ PoP RNE15. Lu11 SEPMAMM TD CLASS; � = scx gn[ r or CdlT I I & I or®1 OPIIONLL STxuUMGuA (NON - cn ol) ATE ]/1p• rsO 5•p.¢ y ^3 1 Fs 3/16' Aun P9 RwB Dw O 10' QG 91M Ah] So ITT MIX. E.D.— , .. WX. FOCI APPED MOUNTING INSTALLATIO SECTION 7W FLORIDA BUILDING CODE (ffigN k Non Nigh Velocity Humcane Zone) mT¢o lxF TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DAMAN S,' C O FOLDING SHUTTER CORP. ma I" xla,mr nAa NOIxa+NNO OMAI E 3 x.u. nvin Ix+uYD- —PIW euOAn>].0 lew-w]-wn u.S.". t[m w-e ..�i JdTpRtlwnin %AnxD A. Mo.. A. Wxm n or n A.I vE A. / ule+ e f06[ Of SVB IF MNVBIt I uw. smAiunox or ®} TD cuss (SEE soma, OR 9NfE1 IJ) 3y 3•DOC YN. UMEE OECX "..) (rv° Flxlsx .V1°WE°) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) 'A W CT 2 .5' OECK (NO F WOE OF $U9 6 M4111'A51L 1 SEE UMRARONS FOR ® ON SHEET 2 NOTE MR COMBMAION OF EEUONF I- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAWIRON. 31( CONE. NyIE$E %AR PEO'O. 1- FOR WOOD FRANS CONSTRUMON: WDOD MEMBERS TD BE HAVE A MR. SPECIFIC OENSRY OF 0.46 OR EQUAL 2- SEE SECTIONS SW & 14W FOR MM. A.S.D. DESIGN 1 PRESSURE RATNG & SPPNS 9LMID1 iR119JP wn: EEwE (IF nsvuuaLE) NG 3• (2) NnON 1/4• uw. PLwmo9 EXIEORG E.r •rM(Ns 0.99J'F DI'p•) IIU.3 SS. SL.9. M/ 1/3's .J/4' wN. xlwX g15gXC3 (lyp. AP)AND V LONG OROY). EXCEPT IT ROIILG WUSING 9Si' OJ)]• wNONttON_ ep "P WOOON ° wxOTE, SEC11W 0300• e INSTALLATION D.D.23-MG La. ND 0.10.1•.o.x10• D.a]D• = g 0.23]' BORON SECEION O.J30' 0.0. NIO MIN. SEPASS 3 NTH W( 1320 0.N5' W. W O% - 4_ (TWJ (SEE sGIWDIE $IGPPIWHO 0. er ®1 } SCALE N.TS ON ERSEE 13) I 9°E DTPd HEADER TO TRUSS MOUNTING INSTALLATION SECTION SW (TOP) MA%. AS,D, DESIGN PRESSURE RATING a60.0• -60.0 PSF 3' N. E.D. ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) or P } itI (I• .• I .ss OB PD LTs /taWY/ c1x-um rs XY 3/.- EO. 6 {j � SUEV a 6D.G BUIWING CODE (Nigh & Non High Velocity Hurticana 6S uwNY sun nAvs a eN1 Rlox.v[ e"m'IIW� IeAL wneS nprvl¢ 0.H rl® 30 psl 1/40' 144' IBC It 35 psl 60.0' 60 60' 08 IDb R 100.0' 100' 146 to It 144' 144- 21014/it 40 of 60.0' 50' IOD ID'It 100.0" 100" 167 ID ft 144' 1"' 240 Ib ft 46 psf 60.0' 60.0' 115 W fl 80.D" 80,0' 154 M N 970- 97.0' 187 Ib ft 115.0' 115.0' 221 ID ft 144" 144' 276 Ib ft 50 PIT 6", 60.0' 125 Ib R 89.0' 89.0' 1137 ID ft 100.0' 100.0' 208 Ib ft 120.0' 120.0' no Ib tt 144' 140" no Ib tt 60.0' 60.0, 138 ID fl 81.0' i55.,'Lpdj 100.0" 10Do. -229LIb fV 17-00 120A" '- 137 134" 330 ID /l 6o pSf 60.0' 60,0" I50 Hi fl 80.0" 80.0' 200 Ib 1t 100.0' 100.0' 250 Ib H 115.0 115.0' 288 ID It 131" 128" 346 Ib tt 65 psf 59.0" 59.0" 160 lb),, 920 92:0' 249 ID tt 100.0' 100.0' 271 Ib ft 126" 123' 36ID fl. 70 De1 60.0' 60.0' 1 175 ID H 100.0, 100.O' 292 Ib.fl 121' 118' 374 ID fl 75 psf 59.0, 59.0' 187 Ib/H 100.0' 100.0' 313 Ib It n7" 114` 387 ID n 80 psf 113" 111' 400 ID It 90 P31 107* 1CC 424 ID 11 100 psf 101" 99' 447 ID fl 110 Psf. 94" 90" 46B Ib It 120 PO 87' 82 4B4 Ib it 130 wf 60s 76' 483 ID R 14D psf 74' 70' 454 Iblit 150 psl 69 66' 483 ID !t 160 psf 65' 62 483 Ib It Aldus w: MNluw I QASOIE PH(Ib.ICT YIN FOR A GNON P0511INE A5.0 DESIGN PRCSSURE RAONO. L-: YRx. uLOWABLC PROGUOI Y.W. MR A GIVOI NEWIn£ AS-0. O1ORGN PRESSURE RATING. nm YNNUM ALLPMBUL PROWGT SPIN 6 li U TO THE 1919tl1B4 LA DETMMEO PRGOUGI So. BEMLEN 'La' A4D CONNECTION CAPACITY SCHEDULE (MA)I. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE I STEEL ANCHOR TYPE I WOOD ANCHOR TYPE A B IRC61 A I C I E I AC F C1 9 425 LB/R - I 388/R 157 LB/FT 1 134 LB/FT 1256 LB/FT 397 LS/R 6 473 LB/FTR 418 LB/LB/FT236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT 387 LB - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB R C2 9 456 LB R 362 LB R R 250 LB 190 LB FT 318 LB R B 380 LR 6 25 R 5LB 419 LB.R 312 1-91-9/FT- 285 Le/Fr LB FT 443 LB/Fr 390 LB/R 309 LB/Fr157 LB/Fr134 IB/FT 257 LB/FT 329 LB/FTC3 8 496 LB/FTR 375 LB/LB/FT236 LB/FT 202 LB/LB/FT298 LB/R 405 LB/FT 813 LB 572 LB/FT326 LB/FT 304 LB/R 418 LB/FT 631 LS/R 9 466 LB/Fr370 LB/R 157 LB/FT 134 LB/FT256 LB/R R 393 LB C4 6 592 LB/Fr448 LB/FT 236 LB/FT 2D2 LB/FT357 LB/FT 483 LB/Fr 3 972 LB/FT 6S2 LB/R 389 LB/R 364 LB/FTR 500 LB '753 LB/R 281 LB/R - 224 LB/R at LB/R 83 LB/R 143 LB/FT 103 LB/FT �. C5 1-' M 421 LB/FT- 334 LB/Fr LB/FT 125 LB/R 214 LB/R 155 1B/FT ' 843 LB/R 670 WIFT 243 LB/FT 250 LB/FT 432 LB.R 311 LBIR 273 LB FT 325 LB/R 215 LB/R 138 LB/R 102 LB/R Ce'-� : I6?•1 410 LB/FT 4B7 LB/R 323 LB FT - - 207 LB/FT 153 LS/R 822 LS/R 975 LB/R 64B LB/FT 414 LB/RMLOIR 4 269 LB/R 301 LB/R 183 LB/R 114 LB/RLB/FT C7 3 358 LB/FT 402 LS/R 244 LS/FT 752 LB/R LB/FT 2 12 491 LB/R 596 LB/R 409 LB/R 265 LB/R C8 8 736 LB/R 894 LB/R 614 WIFT 397 LB/R 6 9B2 LB R 1194 LB/R 819 LB/R 530 LB/R L L Y SLAT HIGH VELOCITY NON HIGH VELOCfR SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 123 ZONE 4 5 -10" 2 1/2" 1" 2 5/8" AS LESS >5'-10' 2 5/8' + 1' 2 3/4"} TO 8'-3' >8'-3' 3 1/2" 1' 3 5/8' TO 12!-0' A AS DEFINED BY ASTM E-1996 STANDARD. ¢ EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3. 4, 4A & 7A. CONNECTION CAPACITY ITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A. 2 1/2' FOR B & 2 1/4" FOR C ANCHORS) Tueu Vlu rn -cunWN nu e CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE -z CONCRETE BLOCK ANCHOR TYPE A I B - C+', A I C :fpf C-'9Iv'7 417 LB FT - 388 LB R 134 1E R 461 LB/FT418 LB R _ 202 LB/FT' 12 1375 LB/R 334 LB/FT - 1 142 18/R C2 9 1 417 LB/Fr 362 LB/FT -I ISO IB/R 6 1502 LB FT 419 LS/R 285 U3 R 9 372 LB/R 309 LB/FT- 134 LB/R C3 6 469 C IF 375 LB/FT - 202 LB/FT J 760 LB/FT 572 LB/FT I - 1304 LB/FT 445 LB/FT '37D LB/Fr134 LB/FT C4U93 581 LB/R 440 LB/R 202 LB/R 912 LB/FT 682 LB/FT364 IB/FT 225 LB/Fr- 224 LB/Fr- 83 LB/FT C5 339 LB/Fr 334 IB/R 125 LB/FT 681 LS/FT 670 lB/R R 250 LB 221 LB/Fr251 LB/Fr218 LB/FTR C6 332 LB 378 LB/Fr323 LB/R663 LB/R 756 LB R 646 LB/R 4 232 L8/R 236 LB/FT 1BTLB/R - - C7 3 311 LB/F .315 LB 244 LB/R 12 388 LB/FT450 LB/R 409 LB/FT Ea8 582 LB/FT 691 IB/R 614 LB/R - - 6 1 777 LB/R 921 LB/R B19 LB/FT ANCHORS SCHEDUL OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION CONE. C.BLOCK W000 I STEEL CONC. C.B1-CCKI WOOD I STEEL A 1/4.0 TAPCON W/ ADVANCED 3.50' 2.50' 0 N/A 4.00' 4.00' N/A I N/A THRFAOFORM TECHNOLOGY B 1/4' 0 x 3/4' SOLID SR 3.50" 3.50' NIA 'NIA 3.00" 3.00' N/A N/A 1/4' 0 CRETE-REK 3.00" 3.00, 0 N/A 3.00' 3.00' N/A NIA E 1/4" 0 W-BUILDEX NIA N/A N/A 1.00- N/A N/A N/A 1 2.00' TEN SCREWS F A14 NDS WOOD SCREWS OR N/A N/A O N/A N/A N/A 1 4' Nos WG SCREWS a H1716Rf0 pC iL EG01„O. wLL�1[w RpM1 ®DIN•9,LPIXp rOY RORIOA BUILDING CODE (High & Non High Velocity Hum'mm Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM GPA+L� FOLDING SHUTTER CORP. 7A1 IMW'm6� M.1] � smo-w-�t • NwO.ssmn. Wd7" n I 17-082 ownnL x. ^ n/sln LMIR I) W1] F^ cR._ I, MOM 1, NJ ENGINEERING. UW HAS NO CONTROL OF ME MANUFACTURING, PERFORMANCE, OR INST4LRDON OF THIS PRODUCT. THESE GENERIC PUNS 9� iyuunnox vcEn av: FENESUU110N JESTING UBOMIDRf. INC. WERE ENGINEERED M ACCOROANCE WITH ACCEPRO ENORMOUS PRALnCES AND TEST DATA PAWNED BY ME MANUFACTURER. VICRATORY No. I760 2. ME POLL -UP SHUT(ERS SHOWN ON THIS PRODUCT EVALWnON DOCUMENT HAS BEEN DESIGNED IN ACCOROWCE'MIH ME 2017 ETH EDITION) LATE: OECEMBER I. 2M5 REPORT N0. 5 9 FLDRILA BLUING CODE (MG) AND THE 2015 INRRNAnONAI BUILDING CODE (IBC). THESE ROLL -UP SHUTTERS SHALL NOT BE INSTALLED IN RICH FILE NUMBER' 05-41B Z-3 MELLOTT HURRICANE ZONES (M14M1-OADE COUNT//BRMMO COUNTY). ROLL -UP SHUIIEAS INSTALLED IN WIND ZONE 4 (SEE FBC SECTION 1609.1.5.2). OR ESSENTIAL FACILITIES SHALL MEET ME MINIMUM SEPARATION TO GLASS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER TESTING PROTOCOL ES]0. E1888 @ E1996-02 SECTION'1609 CP ME MENA! REFERENCES CODES, IN ACWRMWINNGE WISLE 7-10, AND FOR A BASIC WIND SPEED AS UOUIRED BY ME WHOM TE5TE0•I20' O UP=140.0 PSF JU.SDDMON WHERE ME ROLL -UP SHUTTERS WILL BE INSTALLED. THE ROLL -UP SHUTTERS AOWUACY FOR IMPACT, DEFIEECI AND FATIGUE RESISTANCE HAS BEEN WRIMED 1N ACCORDANCE WITH SECTION 1W9.1.2 OF ME ABOVE REFERENCED CODES AND AS PER AM E330. E1886 @ UBOMTORY Na, 47. E1996. AND TO DOI, 202, AND 203 AT FENESTRATION TESTING LABORATORY, INC. AND AMMICAN TEST LAB OF SOUTH FLORIDA PER THEIR MATE NOVEMBER 14. 2005 BEFORE (SEE UST OF KNOWS). REPORT M. 4 FILE NUMBER 05.-418 FE S. UMRATONS OF USE: TESTING PROTOCOL E330, E1886 @ A. THIS PRODUCT SMALL NOT BE USED IN HIGH MELOOITI HURRICANE ZONES (SEE FBC SECTION 202), B. THIS PRODUCT IS QUALIFIED AS NON POROUS' THEREFORE CLASS SEPARATION HS NOT REQUIRED EXCEPT FOR ME FOLLOWING LOCAICN5. E1986-02 'WIDTH TESTEV•97' O OP•45 PSF LABORATORY N0. 4740 MALE: MWFMBER 14. DOES �� }•Ed ej{ ESSENTIAL FACILITIES AS DEFINED IN /SCE 7-10 (1 REPORT NO. 3 FILE HUMEm 05-118 �. Z-6 • WHERE ME SPECIMNG AUTHORITY HAS SPECIFIED OPDONLL ADDRIONAL PASS/FAIL CRIMRLA IN ALWRONICE WnH ISIM E1996 MR PROECOL E33D. E1806-02 @ WIND ZONE 4 AS DEFINED IN ,VIM E1995 WITH MODIFICATION BY ME FSC/IBC SECTOR 1509.1.2.2 (MC: LOCATIONS WIN ULTIMATE EhSTNO EM0i IESTD•IID' O OP=23 PSf ECMM WIND SPEED GREATER WAR MPH). KKK •INSTALLATION IN THESE LOCATIONS SHALL MEET ME MINIMUM SEPARATION TO SUSS TAUIFS ON SHEET B. ME SEPARATION TO GLASS LABORATORY No. Mod GATE: JUNE 17, 3005 E WON' MAY BE REDUCED BY USING STORM CARS ON SHEETS 16 i0 22 REPORT NO. 2 C. INSTALLATION WILD INTERMEDWTE, END. AND CORNER MUWONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WIN MIS TYPE OF FILE NUMBER 05-418 TESTING PROTOCOL E130, EI886-02 @ �• SHUTTER SYSTEM. E1996-02 , D. INSTALLATIONS SHALL NOT EXCEED ME MAXIMUM ALLOWABLE STRESS DOOR (ASD) DESIGN RATINGS AND MAXIMUM 512E LIMITS BELOW. WIDTH TESIEO.281- O DP•60 PSF ULTIMATE DESIGN WIND LEADS DETERMINED BY THE MC AND ASCE J-10 SHALL BE REDUCED TO AEG BY MULTIPLYING 0.6 (SEE FBC BECTON UBOMTORY Hw 1596 1609.I.R.Q. SAFE: APRIL 29. 2005 � TrJ S6 PSF MAX. PRESSURE O 278' MAY, WIDTH REPORT 9 1 TEE NUMBER 000L. T6YPICAL SING LEIUN1.IfELEVAnON 140 PSF MA%. PRESSURE O 96' MAD. WIDTH E TESTING PROTOCOL F3]0, E10B6-02 @ --$INGIRSPIN UHUMxSTALunaN-N.iS SEE TABLES ON NEEDS J THROUGH 22 E1998-02 mm B IMPACT LEWD. D: 9-1/4 LB URGE MISSILE IMPACT, N1OTN TFSR9.24R.8' O OP•00 PSF Q�H F. ANCHORING OR LOADING CONGPONS OTHER ICON THOSE SHOWN IN THESE DETAILS. ME NOT PART OF NIS APPROVAL UBOMTORY Ne. 2760 MIS: AUGUST 31, 200E REPORT 3 KZ B H. INCREASE M ALLOWABLE STRESS (L]3) NIS NOT BEEN INCOIIPOMTED INTO THE DESIGN OF MIS PRODUCT. FO BE E NUMBER 0 IIYY Z-3 iTORNO PROTOCOL'COLAS 201 m� 4. T SHALL BE THE ME TO VERIFY THAT TO EXISTING STRUCTURE 6 DESIGNED TO SUPPORT ME LOADS FROM STORM B1R5 TESTED 2•taf/4. 2v3+1/B. AND DNS. RISING STRUCTURES AM ME SHEARER ENUSMONSIBIURT(MURV NS SNOTES. ES NDl ABl£ TO SUPPORT THESE LOINS SHALL BE EVAUAiE015 A SITE SPELIFIL 3.0.1/0, 1.4v1/4 ALVIWG PROJECT. SEE NOTE 1 OF PRODUCT EVALUATION NOTES. NOTE ROD AMERIGN TONSLAN OF SOUTH iLORIDA, �L j Ty SEE TABLES ON SHEET B (EITHER DIRECTION) INC. J h• SEE TABLES ON SHEET 9 DATE FURY No. OB28.01-09 DATE: TOR No. 2, 201E 0 � COMMON No. 09-U203D] W T TESTING PROTOCOL: EJ30-02, EIW8 05 J I, e y Ty= SEE CABLES ON SHEET 9 (EITHER DIRECTION) k E1996-05 WIELD EDGED 204- O DP•62 PSF MD-RETENDON Tx 0 NON-RETMMON TEENS WIDTH TESTF0m120' O OPmIW KF TY S. ALL ALUMINUM EXTRUSIONS S1W1 BE 6083-T6 ALOY (UNLESS OTHERWISE NOTED OR CAN BE REPLACED WIN WU-TB ALLOT'). UBOMWM No. 0603,01-12 IN ll A M.AY MOTOR. TAPE PULLCY. OR EFM ORNEN. DATE: OCTOBER S. 2012 01 2-6 6. SHVTETS BE CERTIFICATION No. 2650.01 TESTING PROTOCOL 201-94, k 20]-94 Y J. SNUTIEA MANUFACTURE'S LABELS SMALL BE IN ACCORDANCE WITH SECTION I709.9 OF ME FLORIDA BLUING CODE. O1DM TE 72' O OP-50 PSF y � PRODUCT FVA UUON NWECI MDM TE 1=40' O DP•25 P5F S WON TESTED O DP•140 PSF € 3 1. MI5 PRODUCT EMAWATON OGGUMEM (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROADE INFORMATION PON A SITE 03.0 LABORATORY No. O80].03-12 W A6y @ F e SPECITC PROJECT: I.E. WHERE ME 5RE CONDITIONS OEM M FROM ME P.E.D. LATE OLT08ER 16. ^ 2. CONTRACTOR SH4LL BE RESPONSIBLE FOR ME SMUGGER. PURCHASE. AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON iEEPSTTUGUMON NB PROTOCOL 2200094, @ 30J-96 I I THIS PRCOLti fVAWAT0 PUWOf0 MD SHALL NOT OflMTE IRON ME CONDOIONS DETAILED ON THIS OOCUMEM. DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. MGM RESTED-100' O DP•65 PSF TESTE04J4' O DPm23 PSF MOM ; .5 -k SEAL SPAN + 6�-' SLAT SPAN -•j jm- SUi SPAN --mj J. THIS PROOULT EVALUATION MEN TESTED•102' O DPm14D PSI 116 ® A. SITE SPEGMC PROUECTS SHALL BE PREPARED BY A FLORIN REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (E.O.M. FOR ME PROJECT AND WHO WILL BE RUMNSIBLE FOR ME PROPER USE OF ME P.E.D. THE ENGINEER OF RECORD. ACTING 3 UBCMTORY N. 05030-I2 'Z• i O�' AS A DELEGATE ENGINEER TO ME P.E.D. ENGINEER, SMALL SUBMIT SEE SPECITC DRAWINGS FOR RMEW. TYPICAL MULTIPLE UNIT ELEVATION DATE: OCTOBER I9, 2012 - cEannan0x No. 265O.EI - ; - e IMERNEWAIFINWdIREQUINEOFONTNSTAIATON•N.TS.ANCHOR k FASTENING NOTES 2USTI0-94 PROTOCOL• 201-91, 202-91 @ C ' 20OTH 01 j. SHN1 BE CORROSION RESISTANT COALED CARBON STEEL AS PEP DIN 5001E OR $TNNIEB$ STEEL 304 OR 318 SERIFS MAIM 50 I. ALL ILL POINT N51 YIE1D POINT AND 90 NSI ULTIMATE iFN511E STRENGTH. YfiDM TESTED-IM' O OP•NB/-EO PSF.• T ; 11Q' LABORATORY No. 0803.04-12 AAA �, 2. NO EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH M. STUCCO, TILE, SIDING, M. SHALL BE CONSIDERED AS PART OP ME EMBEDMENT, CEPDOCTOBER TCATONNo. 19, 2012 QaOW' Ip1111U\ d. ME ANCHOR SPACING AND DESIGN PRESSURE ME VALID FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9. THE MINIMUM TESTING PROTOCOL 202-94 EDGE DIMANCE FOR THE 1/4-14 k 5/16-24 DRIL-FLEX SCREW IS 1/2- AND SMALL BE ATTACHED TO 600-T6 ALUMINUM OR Alb STEL (OR WIDTH TOMED•96- O OP•25 PSF nL BETTER). WIDTH LESTEO•lS' O OR PER t.V WIDN if51fD•AS O OP•14O PSF LA: EA95IWG SMUCIURE 97d CONCRETE, FRIED GNU, IIOLLM C.U. TRACER, AWXINUM. OR STEEL ' .h • .e a e. .h , a. 5/15-0 DPCON o 12• C.C. (TP) ' - y•.' :9' BUIID-OUT HEADER e (Onom) BV-rMFlNG SMS O IR• O.C. M) $NUTTER M. 5/I6'0 TMLON. J/B•m NICMOR, 1/1-14 SCREWS. OR 1/c Mm 1/e0 7MCON 1/1• Mx 5/I6-11 SERBS (1f9) SUM WC N END COIMECIOR (SEE TPACx MOUM YMBS E R BMER SW AT EACH f0 o B' O.C. ON SHEETS IB S I1 (Ofl 5/B•0 ACCESS IDLE 5/B1 ACCESS ROLE SPACING) a z• 1/1•m TMCOx O B• O.0 NON-REfwRON SLAT NON-REIEMION SAT Q 5/8'0 Ofl 1J/IG'0 (SEE SAT PMMRMMM UBLE (SEE SGT PERFORMANCE TABLE .CE55 HOLE (M11 ON TUCK SHOWN ON SHEET T MA ]' TRICK) ON SHEET r MR 1•TPACK) ' E MUR A'WAWAMOUNT OPTION 1A)I ,nrWALL MOUNT (OPTION 1B) nWALL MOUNT (OPTION SG) .}- r"lUA`ENM1R6TFMIGNPETENTONIMO:�N.TS. P NON PEMDRONMNLC�N.T.s. 1 1/3• 1 1/E' STAGGERED WMGERM F ,• a .3I 58MM SW • SIDE RNL/TPACK 5/18's TAPGON. 5/15'm iAPGON. 3/B'1 MCXOP. YEpfIGL SURD- IR J/S-0 ANCMDR, i'01' OPTOINL STAGGERED 1/1-11 SCREW, ORg.,L2 NDNK STAGGEREDOPnO/m-fI SCRflY,ORy"0- TRCNNEM ( S/Ifi-PO SCREW ATIPCHMEM 5/16-30 SCRflV (1FP)(SEE 1' BUI1D- ]•N (SEE ]' BUILD-0UT RABIES ONpUr TABIfS Ox s1a' SHEETS @ k 13 FOR SPAGNO)6' OR I/1' WN.L ixICNNE55SHEETS 11 h 13 FOP SPACNG) E TRACK MUM TABLES ONI/Iy SELF-IAPPWG SMS (lYP) w0-REIw1NIXEET 11 FOR THICKNESS)wD-flE1FNO0N 1/B• OR 1/!• WOLL IIUCIWESS TMCK SHOWN OPEN FACE MDTPPCN SHOWN (SEE TRACK YOUNT iABLCS ON NON-REIfMWN N� FACE ND SWEET 11 FOR 1pCNNFSS) IRM6 S.LMT. ® U-4-0/B• ALW. MP) 9YRM SGl LOCK END CONNECNR D COWIECTOR1/0-11 SCRflY. OR O K. SGT1/h10 SCREW, ORSGT Ai GCN FND 1/8' T-0CN AWY MCIE 9ll5/6-N SLRE N (M) O.i' MM 5/IB-tm SCREW (M)(OmMN-) (SEE TMCK MWM TMIFS (SEE 1WCK MOUM TABLESON SHEET 11 FOR SPOCMG) S/B'0 ACCESS ROLE (1YP) DN SHEEF II FOR SPACWC)5/ACCESS OLE (W) BUILO-0UI SILL (ORIONLL) /A 4" BUILD -OUT (OPTION 2A) /A BUILD -OUT (OPTION 2B) nBUILD-0UT SECTION fixDmEivKnaxexorvmtTDmon. x.rz, woRETExnox Nxox.PETExnox. xr.s. ExouTElmW exax-PLTENnorv-x.r.s. NOTE: ACCESS HOLES FOR 3/8• ANCHORS ME I3/I6.0 EXISTING STRUCTURE (M') CONCRETE. FILLED CMU. NOLIOW LMU. LIMBER, ALUMINUM. OIISTEEL OPTONLL STAGGERED *�/4t-.14 TTACHMENT 5/IB-0 TMCON. ]/0'. µONO.. I/a-14 SCREW OR 5/16-2a SCREM MR) (SEE 4% Y. OR 2- BUILD -IN TABLES ON SHEETS 14 TO 1T FOR SPACING) Non: SEE BUILD -IN TABLE •XP CORRESPONDING TO D.Ya. THE .BUILD -IN WIDTH AGAINST THE ",r EXIIS ING SMUCTIRE I/W OR 1/4' WALL THICKNESS (SEE TRACK MOUNT TABLESONSHEET 11 FOR THICKNESS) SVT LOCK END CONNECTOR &TRY OIXER SLAT AT FACH ExD 0.2' MIN -RETENTION TRACK SHOWN, OPEN FACE 5NON-REFENTION TRACKS SIMILAR 4 uREw, 0R s/7 sc.Ew (Tm) (RACK MOUNT TABLEC ON SHEET 11 FOR SPACING) n4", 3" OR 2" BUILD -IN (OPTION 3A) `^f EIY0.kTEMI0N 6HOMRETPIRQY-NT.S S L]1Yx3/6 AWM. ' S/I B'm TMCON. J/6'0 µCHOfl. • 1/d-td SCREW. OR s/18-24 SCREW (TYP) ' (SEE ]/B' µCIFS TABLE ON SHEETS I6 k tT MR SPACING) < 1/4-H SCREW. OR 5/16-24 SCREW (ttP) (SEE TRACK MOUNT i0BM 0 - ON SHEET 11 FOR SPACING) • GUT LOCK END CONNECTOR EVERY OTHER SIAT AT EACH END 0.2' MIN 5/61m ACCESS HO1E (TIP) END-REIENBON TNLK SHOWN, OPEN FACE AND NON -RETENTION TRACKS SIMIM nL3x3x3/BANGLE BUILD -IN (OPTION 4A) `^f WDIIPRM1618NIX4RERM1ON-N.TS 3 • 'e..:•' '•o'J / ENTRY OTHER SLAT AT EACH END L'1I Ir 0.2' UIN 00-RETENTION 1MCK SHOWN. OPEN FACE 5/S'0 ACCESS HOLE (m) µD NON-REKMION TRACKS 51MMR 1/4-I4 SCREW, OR 5/16-24 SCREW OYP) (SEE TRACK MOUNT TABLES ON SHEET 11 MR SPACING) n3", OR 2" BUILD -IN (OPTION 3B) 5/e' ACCESS HOLE (TW) EN6MGENNON9 NONRE}9 G-N.T.S 1/4-14 SCREW. OR 5/16-24 SCREW IMP) (SEE TRACK MOUNT TABLES ON SHEET 11 TOR SPACING) U'x4N3,R' ALUM. OPTONA. STAGGERED ATACNMENT 5/15-m TAPCON, J/O'0 ANLXO R. I/a-14 $CRM. OR 5/IB-N SCREW (ITP) (SEE Y OR 2' BUILD-N TABLES ON SHEETS 15 TO IT MR SPACING) SE E SEE BUILD -IN TABLE CORRESPONDING G THE BUILD IN TRUH URE THE Z'X]• ENISIINC STRUCTURE 3•x]• I/6' OR 1/4" WNL THICKNESS (SEE TRACK MOUNT TABLES ON SHEET 11 FOR THICKNESS) 5/I 6'm TAPLON (TYP) BENDCA➢ SYSTEM ONLY) 0 C J 0 lllwl UDEMRSAI /TRACK O MT LOCK S CONNECTOR' NEMICAL BVI1D-M EVERT OTHER SLAT AT EACH ENV 0.2' MIN ENO -RETENTION TRACK SHOWN. OPEN FACE AND NON -RETENTION TRACKS SIMILAR 5/0.0 ACCESS HOLE (T'P) E 5/16'0 TMCON. 3/8'O ANCHOR, 1/4-14 SCREW. OR 5/16-24 SCREW (M) (SEE J/B- µOLES TABL£ ON SHEER 16 k IT FOR SPACING) A L3x4x3/8 ANGLE BUILD -IN (OPTION 4B) Ex DRET ENIICH AxoxRETExnox -x.rs NOTE: ACCESS HOLES FOR ]/B' ANCHORS ME I3/16.0 OBUILD-IN ECTI SON FHRRfiEM1ON 6NN}0.ETEMIOX SHUTTER HOUSING H J C Do W EXMO GTRW RC IMERMEDNIE WLYOH BNLo-W. ®IILOLL.. FNR. CONCRETE, MED CY4 HOLUM C.U. UP i0 350 IB.S SMRiEA Woo OR CORNER MULLYJN TWER. ALUMINUM. OR EIF£L (0) S/6) TMWN UP TO IOD L&5 SHIIRCR XME WRH: UP TO 200 lR5 SNUTIETt WEIGHT M'IIN: (0) I/1'0�1' (R) 5/1 ' TC0 10'NENS (3) 51(, TOGO, OR (l) 1/0.'0tl' SMS . x a • Q Q 1/4'e SELr-TAPPWO SA5 (rcv) 5/Is'e TMWN (TYP) MOUNTING BRACKET — — — — ENpPETE411M.N0!}REIFXIIdiVtiRIWLTld1-RTS STf.[L ORLLYEf 51EEL WUCxEf STEEL 8R4'xET MOUNTING BRACKET INSTALLATION fRDRERMION \ hV1F0.E2N1I0H1NSTIllAIIW - N.TS 1/40 iAPCON O IB' 0.L. (IW) 1/Pe GEli-iAPPWG SNS O 10' O.G (TYP) va- HOOD MGM 1/0' HOOD MGM i/4'0 SELs-TM WG EMS O10' o.c. (11P) . 1/4'e iAPCON O 10' O.L. MP) CUSTOM HOOD WALL ATTACHMENT EN6RflW(1pN0 NONPEIENnON RfSiAUPiION. N.T.S / 6] 0 IT 3/16.0 AL M. POP-RNEIS ROLL FORM .030 TO .00 ALUM. HOOD GEM PWE OR &GN S1DE MOTOR BWKET 3/1G's &MML PoP-RNEIS / S+'F � SOE RM GGR OR 11RULA4 YOIOR DPM GP STEEL OR NUM. TUBE BONM ]OMN UP l0 1]0 Si OR I00' ]OMN I OOMY OYLII IRO 3I OR I00' CUSTOM HOOD CEILING ATTACHMENT BEARIxc PLATE oR 0100/4' TE. exauTExnoxexoo-Petexnoxdsaunnan-x.rs. IolEq swPeRr /�jfQ\T� ` 510. OR Ad. PWT GSi SIDE C.V 0' TO IY ROLE FORM .030 TO .Go ALUM. CO.H PON SIOE 1 I��afll /IOJ/f TERS C SIDE PNL—+ I L END CAP COMPONENTS AND ASSEMBLY Ew>g6TErmox a xoNPErtrmox Ixs]uunorl x.]s ALUMINUM HOOD COVER wuulwnox exSWRera]noxRxsrAunnox-xss. � ffi 0.312' 0.061• 0.31I16T-1 —1— O.B00' 0.>]!' 2.I30' rm G.0I0• Ow0- 0.1R5• h 1.150 1.2BI 0.f 00' L OIRS' �0.131' oezo• 0.160' I� NUM 3 1/4" SIDE RAIL 0.100- i B I 0.110' 338B' L600' 0.115' 0.561' 0.2w- O.IBt' 6063-�6A�LUMINIJEI!58MMm 5 T'• ENB,Berm,PR6xnoxsu3- NO=: MODULES o6 ELR611CRY E - 10.000 "1 MOMENT 01 INERM 1 - .046 W4 SECDO. MM n - 1.7I3 1x 2/R SUCH (SUP) SbM - .251.04 IN 2'Bm BIOv R 1/1' SH6 55 L318 ONER , \ �^ 1J61• SS LONGED \Ly �� ACEfK EMI CONNECTOR 0.065' r 0.159• 0.069•Ea.057' 70.69.OA5{ o.s1r.05]' S 0.069' L 0.159 6063-T6 ALUMINUM 3" SIDE RAIL • NwPERMIDN 3MIX - SGII 1:1 000• — asfir 0.231' 0.231- B10v I. 6N5 5S 316 M OR LONGER 6063-T6 ALUMINUM 4" SIDE RAIL . • xoxx6nNnax mnL-wMr<m 0.1w I}+I1 9.1w' I R.B<5' — ® ® Bs96- — 1.600' SLAT END CONNECTOR MSLATT�IOCK�. NONm[1FMION INRMW noN-SMLE1:1 MW END CONNECTOR DETAIL xoxP6n3mox lrarnu]nox-xis aa"a b MOLE BYND-ING (M) 4% J'. OR 1' BMD-w5 (Wf /414 SCREW. DR 5/16-N SERI (1TP) (WICK. AIEAGNNENR OR Ms 1ABIE5 ON KTfflNATE ATTACHMENT) END YUWON END NUWON O 17 FOR SPACING) ENO YUWON I/4-12 SCREW. OR 9/IB-34 SCREW (TP) (SEE TABLES 17 FUESOR ON SHEEP 1] POR SPACING) NO E:ENO 1/0-10SGRCW, O0. 7WE MSTNU110Ns SHAL NOTE: S/1a-34 SCREWRHAVE A FLORIOAEND NULLON (SEE TRACK MOUNT TABLES PPRODUCT APPROVAE WSTAWSIONS SHALL ON SHEET 11 FORSPACING) PFOR SSHUTTER THEOF 5{SIEM HAVE A RARIOA PRONCT APPROVAL MR FIRM ME OF SRUITER SSIEN 1/4-14 SCREW. OR U �I 1/4-14 SCREW. OR 5/I6-24 SCRERV (W) J L END-REIFNRON TRACK SHOWN. OPEN FACE 5/16-24 SCREW (I!P) (FEE TRACK ➢ANT TABLE ANO NON-RETENRON TRY)S SMLAR (M) SEE TRACK NOUM TABLES ENO-REIENfbN TRACK SN . OPEN FACE ON SHEET 11 FOR SPACING) FAD-NoN- ON TRACKmsPANN. OPEN PACE A40 NON -RETENTION 1MCKS FMIWt (M) ON SHEET 11 fOfl SPACING) AND NON-RETENNON TIUCKS FIMII4A (M) nTPICAL END MULLION (OPTION SA) A END MULLION W/ BUILD -INS (OPTION 5B) A END MULLION W/ ANGLES (OPTION 5C) ENPReTEX11DN a NaN-P NnDN-N.T,e 6N6REIFN1—a NONREl6NRCN-N....x ENUPTPND—a NONY-H..-N.Ts . NON-MJEH110X 1PPLK5 5w.. LILY) PICAL INT. MULLION (OPTION 6A) frvbMEXf10N a TKKiRETLMIOV. WTA INTERN WNiE NULLIN INTERMEDIATE WWON C 1/4-14 SCREW, OR 6/16-24 SCREW (M) ANGLE BMW -INS (M) NOTE: (SE BUILD -INS TABLES ON NOTE: (WIN ATTACHMENT) y pBFpMMATE $HFE1$ +4 TO +) FOR aPAONO) NW.EONTE a YUWON YULWN 1/4-14 FCREF. OR MSTNUTwxs SHALL W.YE A FLORIDA wStMlAnoNS sW11 HAVE A R(NNA 5/+6-z4 SCREW (IYP) (SEE J/B' FNGLES TABLE o M PRODUCT APPRNyy PRODUCT APPROlh1 ON 5H2R I] FO0. SPINAL) MR TINS ME W SXURFA SSIF11 FOR THIS ME OF SHITRER STIFFEN 1/ 14 FBIRW. OR 5/16-24 SUEW (M) (SEE TRACK MGM TABLE 5', OR Y 11 IW-INB (W) ON SHEET I1 FOR SPACING) Li ANOIE BUILD -LDS (M) J (OPTONAE 0.TEHNRE J ATTACHMENT) m C 0 d d END NONr-R ON iMCK SHBWN. OPEN FACE G iSCRIMMTRACK SCREW (M) AND NON-pE1ENNON 1RAL(5 SMBAR (lYP) ENO -RETENTION RONTRACKT SNONN. OPEN FACE w (S EEF 11 MOUNT ACING) AND NBA-RETENNON TRACKS FMMR (1YP) Ey ON SME6T I1 FOR SPACING) ,NK HIM. MULLION W/ BUILD -INS (OPTION 68) HINT. MULLION W/ ANGLES (OPTION 6C) wooETD6nax axon.R6T6xnN-xss umR2Tdnon elm4R2TWRnav-xTs W 1/4-14 SCREW, OR 5/15-24 SCREW (1YP) (Sm BUILD -INS TABLES ON SHEETS 14 TO 17 FOR SPACING) `CORNER MU WON r 4'. 3'. OR 2' BUILD -INS (T9) CORNER µCIE RI (IYP) (TYPICAL ATTACHMENT OR ALTERNATE ATTACHMENT) 1/4-14 SCREW. OR 5/16-24 SCREW (TWP) OSEE 3 SHEET 1ON 7 MR SPACNG) xote t/4-u SEEM. OR Q� CORNER MULLION NME: S/16-N STREW (ttP) INSTAIUTONS SMALL NOTE CORNER MULUON (SEE 1BALK MDUM TABLES HAVE A FLORIDA CORNER MULLON INS}KIA110N3 SHALL ON SHEET It FOR SPACING) INST A MS SH41 PRODUCT MPROVAI HAVE A FLORIDA HAVE (iIAflIOA FOR SYSTEM OF PRODUCT APPROVAL PRODUCT MPRWAL SH11iiER SYSTEM MR TNIS 1YPE OF FOR THIS TYPE of SHUTTER SYSTEM SHUTTER SYSTEM L 1/4-14 SCREW. OR 1/4-14 SCREW, OR 5/10-24 SCREW (TYR) J `END-R, IION TRACK SHOWN, OPEN FACE `, END-RERNIICN TRACK SHOWN, OPEN FACE S/IG-24 SCREW (IYP) (SEE 1NKK MOUNT TABLES AND NON -RETENTION iMONS SIMIWt (IYP) AND NON-REIENRON TRACKS SIMILAR (IYP) ONS SHEE TRACK FOR IN'SPACIN BL ENO-REIENOON 10.4CK SHOWN, OPENES FACE ON SHEET II FOR SPACING) AND NON-RETENRON TRACKS SIMILAR OYP) nTYPICAL CORNER MULLION (OPTION 7A) nCORNER MULLION W/ BUILD -INS (OPTION 7B) nCORNER MULLION W/ ANGLES (OPTION 7C) v EN6PETENIICN 6NONREIEMICN.N.T.- ENDRETENTONBNOKREifMIGN TS -N.. EN�RSATTVNBNONRLTERIIO m— CORNER MULLION ELEVATION SRGLE OR NNTBtP NIILL]ON INSTA WTIXiS � N.T.S. NOTE: THE NON-RETENTON SLAT SPANS OR DESIGN WINO LOAD SHALL NOT EXCEED ME 'SUV PERFORMA4CE' TABLES MR ANY L'ONTGUMCON. PLAT PERFORMANCE 3•NON-RETENTION TRACK MAXJMUM DESIGN PRESSURE OF A SINGLE UNITSLATWA FOR ANY HEIGHTATTACHEDAND FORANYCONFIGURATION SLAT SPAN PRESSURE PPF ]T GS I6' S0 8V 61 BI' d0 ae• aD B1' 35 Sfi' 30 Nme THE NON -RETENTION SLAT BRAND OR DESIGN WIND LOAD BMLL NOT EIICEEG THE SIAT PERFORNANCE' TABUS FOR ANY CONTGUMRON. I .... (ETD VERCAL BUILD-00 OR BUILD-N STAGGERED SPACING DETAIL OFTIOMLATTACINENTINST 14-N.TA SLIT LOCK (TYR) SLAT SPIN GROUPED VIEWPORT UNIT ELEVATION sm6IE DRm nmE marT...N6-NTS. E!_ h ALTERNATING VIEWPORT UNIT ELEVATION �� SINGLE OP MIRTIRE NNn INSTAWTI0N5-N.T,S NOTE: FOR ATTACHMENT DETALS SEE SHEETS 2 THRU > Y ]' Y ED E0 III --�'--- ----_.--._--�-___ — II $ �8 I -- — — — ----- 0--- -I 6e� III _ r O 0--- L-O--O--O �N �o� 0.G POLTCBONgLE PUTT (iY JOINT P) "- I NENPORTS)ATPERFORMANCE ENDAETENTIONTRACKSWLY MAXIMUM DESIGN PR ESSURE CF A SIN LSE UMT SLAT WAIL FOR ANY HEIGHTATTACH® ONTN PX3' POLYCARBCNATENEWPORT IMNDOWSFCRANY CONFIGURATION SLAT SPAN PRESSURE BF) 12P 100 126' 99 13Y 9T 130' 94 144' 91 150' BE 156' 81 162' F1 168' 33 1TC 69 1N• 66 166' W 192' ED 1B6' 5B zoa• ss NDIE: THE NEWPORT SLAT SPANS OR DESIGN WIND LEADS S1411. NOT EXCEED ME NEWPORT SIAT FERFORM4NCC TABLES FOR ART CONFIGUMTION. TYPICAL VIEWPORT WINDOW DETAIL caGlrm mvNamAnOx sxmvxunNNanxv aNllAB-x.ts. 0.055• —�i�- POLY WSOMTE WINDOW 10' MIN. 15' M. LENGTH TENSILE YIF1D STRENGTH ASTM 0632 0.500 PSI FLEXURAL STRENGTH AT YIELD ASM D]90 1300 PSI FIEXURK MODULUS ASTM DIED 345,00D 31 NOTCHED IIOD ASM D256I> FT-LO IN1.4]0'r.DTES: SMOKE DENSITY ASTM D20q 64b# KIM G SUNNING SELF IGNITION IE ASM D653 ASTM DN39 C-1 CLASS 90tl F TENS STRENGTH TENSILE SMENGM WWTTHERC ASTM D633 5,an P51 TENSILE SINENGM BEFONE WEATHERING ASM D6]5 BEFORE 8.900 Ps, 5PEC10C OMYIIT ASM 0792 604] LB/III N' POLYCARBONATE VIEWPORT WINDOW sx9m TxxwATrvemASnc LLYN14m wvx-trueln 0.]]5' 1.ODGWIND W 0.99N' OA10' WINDCN CUTOUT Od25' 0.582' 0.20.1• 0.191- 2.69B' 6063•T6 ALUMINUM 58MM SLAT END11ETENn014V1E MPERT 5UT - SEMB E J J C IN 131 W NeC=�vSgffiSvBm8'v86 a $S off, W�=_ Y . .LI mY'��`U�•�y� Z �GSS',S G�S_Yi'evH $z ag ��a�moMOWaHo���;'s=�Na� LLC. NEST>vn�mS"m&m=S m uum�mog elilt 1G 119�•L•eai. a � Yi Ci m wcw 'sm��osmm�m��mm���sa i Y'q m'm gvs �•`�'. 's $.'gmm�u 'm `6'ias -3 m W�2 t:2mat' 'Am zam `5p ffi o o S"'9m6m$ vem apwe a� vUv mn�soemmmuae e.d — ^Wv ww �� zg 0,6 go� u Yum m=� o "m""mww000aL9T �,a,N vmoi'nm�000b� 2� ri -RETENTION RNE ANY `p `yy Z /HA N �p 3 8tlz� R� 0 OF 0 CZ mZ Oy J O x W j e w Cy$5 EEFCb 6� $ e n }y H$• •' �� RRR11111111\ NOTE: THE NON VCEED SLAT AHD NEWPORT SLAT SPANS OR DESIGN WIND SUT PEREOPMANOE' TABLES ON SHEE6 7 AND 8 TOR LOADS SHALL NOT CONIGURTTION. N C 9 N TRACK MWNT END -RETENTION TRACKS MWMUM DESIGN PRESSURE OF ASINCiE UNIT SLAT YALL FOR ANY HEIGHT ATTACHED KITH 5110' ELCO ULTRACON HFH ®8' O.C. 6LAT SPAN LONC:d FILLEDCMII PRE95URE PBF NOLION CMU PRESSURE PSF TIMBER PRESSURE PSF 64' id0 1d0 140 sr lao tze 140 Bo• +w uJ HJB 60' 140 02 111 17 03 .. 70" a a128lt/ 85 78 ` ST 89 BO' iW 50 59 AB' W 40 SS tar az a0 dr tOB' 76 38 /I 114' BB 33 38 iM' ed 30 35 126' 59 26 ffi 1a2' 55 IB 30 13B' 52 14 ZB 144' 49 23 IB 150' 40 It Zd Iss• 43 zo Ia 16Y 41 19 11 18B' 39 18 10 174' 37 iT i8 feD• Js IB 18 lee• ad 15 v 1A2' 32 15 17 199' 31 14 18 30d' 30 13 15 2W' R 13 15 210' 11 12 14 111' 2B 12 13 1E9' ZB 12 13 zad• u n Iz 140' 24 It 11 TMCN MOUNT END RETENTION TRACKS M4%IMUM OE91C1d PRESSURE OF A SINGLE UNIT 9lAT NRLL FOR ANY HEIGHT ATTACHED IMTH M16' HFH ELCO ULTRACON � 4.0.O. SLAT SPAN CONC.d FILLED CMU PRESSURE PSF HOLION CMU PRESSURE P8F TIMBEtt PRESSURE PS Be 1d0 n 82 eo• tdo se et es• 1ao e1 Tz f02' tte 55 95 fa8' 100 W SB 11/' f0f ae 54 110' B4 -dJ 50 120' 81 40 4B 13Y 81 3] 43 13B' ]] 35 40 149' T2 32 39 15a' fie 30 35 t5fi' 85 20 33 182' B1 T] 31 tA8' SB e8 30 174' S5 25 ]B 4eD• m z3 r fE8' S1 ?2 ZB 1BY 48 27 N 10B' d8 20 13 2a4' 45 ID 22 2f0' 49 10 21 218' dt iB ZI 112' M is p 12A' 3B 1T 1B 94' 3I 10 1B 2d0' 1B 140' 1r17ISB' &,314 10 153T0'15270' 15 TRACK MOUNT END -RETENTION TRACKS M9%TMJM DESIGN PRESSURE OF ASINGLE UNIT9UT 4+ALL FOR ANYHRGHT ATTACHED IMTH 31B' ELCOCCNFLE% �B' O.C. SLAT SPAN CONC.d FILLED CMU PRESSURE (PSFI ea' uo 1M' 120 10e' 119 ttd• tto 120' 1➢2 fIB' BS 1JY eA tie• ed 146• 70 160' 75 150' TI 1fir W tea• ed trd• et 180' S0 188' S8 1BY 53 1BB' 51 104' 40 ro• d7 I18' 40 Izz• ad zze• dz 139' 41 g§= S „y� g�C9 n99 O Ey O mZ �Oz mtN E•� �RyJ KKK C W a § M9�R C Qg ! M Y Cp &44N W dA • J�� O •. `og• y`2p-js 1 � �0• 114n, A yg NOM: THE NON-REIENGON IXCEED THE 'SIAT SLAT AND MENPORE SLAT SPANS OR DE51GN WIND LORI SHALL NOT PERFORMANCE' TABLES ON SHEETS ] AND B FOR AN WNFlGNU90N. 7 ,, IAA W�X' •Q AAA\ I II III N a� c TRACK MOUNT ENO -RETENTION BNIN4.RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT WPLL FOR ANY HEIGHT ATTACHED N1TH 714'.14 ftCO DRILFt.E%. @6'OA. 1R'AV6T �B'O.C. 1/4'ALISi ®d'O.C. 1IB'P1/6T ®4'O.C. 7ta'AbST CLAY SPAN PRESSURE PSF PRE66URE PSF PRESSURE P&F PRESSURE (POP) e4• Ba 123 lu t4o BO' 72 171 1N kill 96' 65 1W 94 I/O tOT 60 91 86 132 t0B' 55 SJ 79 1n 114' 51 A 73 113 120' O 71 68 f05 126' dd 66 64 9B 13Y 41 62 60 91 138' 38 SB 66 86 144' 38 54 S3 01 Iso• 31 st s0 Ts 156' 32 49 dB 72 16T 31 46 /5 69 160' 2A 44 43 BS 1]d' 20 /2 It 62 1A0' n 10 40 59 186' 26 3B 38 61 192' 2d 36 36 51 19R' n 35 35 52 20d' ?J JI J4 50 210• 2z 31 az de 216' zt 31 31 IB nz• 20 Io 31 as nB' 70 29 29 13 231' 10 39 28 42 260' 1B 27 2] 40 298' 1B 26 28 J9 252' 17 25 26 30 258' P 34 25 3T 286' 18 n 24 36 2]0' 18 n 23 Jd xib' 15 22 23 3 TRACK MOUNT ENRRETENTICN B NON�RETENTICN TRACKS MAXIMUM DESIGN PRESSURE OF ASIN6E UNIT SLAT YNLL FOR ANY HEIGHT ATTACHED W TN 51i6'd4ELCO DRILFLIX. SLAT SPAN VO 0'O.C. 1/4'ALIST PRESSURE IPS ®6'O.C. 1l4'ALbi PRESSURE PSF �d'O.C. 1/4'AUST PRESSURE P6F ed• tos 13s top 9p• s4 tr 140 98' 85 iW 1d0 102• n 1ao too 70A' T1 93 135 11d' 65 05 125 120' 60 ]9 116 f26' Sfi 13 109 132' S3 66 10x 138 49 6/ Sfi 111' 16 61 90 150' /3 'S] BS 156' 41 5d 01 162' 3B 61 TT 168' 3T d9 TJ 1]q' 35 dfi ]0 100' JJ dd 6T 106' 32 d2 64 19Y J1 41 61 198 29 39 59 V. 2B 3T 66 210' N 36 51 216 28 JS 52 nz• zs 33 sB no, zd 3z es R]1' n 31 d] 2dp' n 30 d8 x96' 22 29 49 z5T xt ?0 d3 Ise' x0 a1 4t zs9• zD x6 ao 2I0' 19 16 39 n6' i9 25 3 a•euaawrs ENDAETENTION 6 NdJAETENTION TRACKS MPkIMUM DESIGN PRESSURE OFA 61NC1E UNIT SLAT WLLL FOR ANY HEIGNI ATTACHED WTH 6116' ELCOULTRACCN HFH @ 6.O.C, CLAY SPMI CONC.e FILLED CMU H011O'N CMU TIMBER PRESSURE PSF PRESSURE P6 PRESSURE PS 5]' 1d0 129 140 60' 140 tU 130 63' 1d0 BB 114 66' 730 61 IDO 69' 11) T4 BB TY 105 68 TB ]6' 95 6A ]t 70' W 52 6a Al. BO dT 50 84' 14 dJ 53 BT 6B J9 dA so• v 3s ds 93' 59 33 41 Bfi' 55 3D 3B 99' S1 z8 36 702' 4B 26 3J 105' d6 2d 31 10B' 43 n 29 111' dt 21 xB 71d' 99 20 26 i1]' 3] 19 25 120' 35 1B 23 7x3' 34 tT n 125 J2 ib 21 128' J7 15 20 fOT 29 1d 1B 1]5' x0 14 18 f00' n IJ t1 141' 26 @ 1T u9• zs 1z 1s Idr 2a n Is 150' n 17 15 153' 22 10 id 4' BUILPOUTS ENPRETENTION 8 Ng4�gETENTION TRACKS MAIM U M DESIGN PRESSURE OF A SINGLE UNIT SLAT WALL FOR ANY H EIGHT ATTACH ED WITH 5116' MRI ftC0 ULTRACON @d' O.C. CLAY SPAN CONC.6 FILIEDCMU HOLLOW CMU TIMBER PRESSURE PSF PRESSURE PSF PRESSURE P&F 6P 1d0 128 WD 6d' 140 101 132 66' 140 80 710 TT 1d0 ]B B9 T6' 125 68 88 BO' 112 59 18 04' 102 62 68 AB" n 1] 62 92' & 42 56 96' ]B IB 51 f00' 12 JI d] f01' 61 Jf 13 tOB'. 62 28 10 112` 5B 2] 31 it6' S0 I0 3d 120' 31 2J J2 124' d8 21 70 120' d6 20 20 1JY 43 18 2] 136' dt 1B 25 14D' A 11 Y9 144' 3] 1fi 23 140' J5 16 22 1sY 31 t4 s 156' 37 td p 160' J1 iJ 1H ifil' JO 1x IB 1fiB' x9 12 I] PY R 11 fi f)6' n 11 16 100' xfi ID u 10e' 25 10 15 188' 24 10 11 d•Buaaoors ENPRETENTION 6NON� RETENTION TRACKS MA%IMUM DESIGN PRE66URE OF A61N(iE UNIT 6IAT W4lL FOR PNY HEIGHT 0.TTACHEDWM JIB' FLCO CCNFLIX �8' O.C. sui SPAN CONC.6 FRLED CMU PREb6URE (PSFl 1r 140 ]6' I32 BO' 118 81' IN B6 8T 9B 90 96' 83 IV ]8 1W' Tt 100• ss IIS 62 116' 5B 120' S5 124' S2 128' /9 132' 46 1J6' 44 1aD• dz I44' 4a IdB' JB 152' 36 156 35 7W` 33 161' i6B' 32 Jt ITY 116' 30 29 1B0' xB tae• n 180' 26 182' 25 DESIGN 0 .A 7: �� o: p@ 5 A �l! �i Z O P�P�ya�a23L Q¢» O 6Z WmZ g�CN H J J 0 a• J J C d C C ylf 17 Y IS IS ® �„ F• N 9 nE NOTE: THE NON-RETENRON SLAT AND MENPORT SUT SVAIS OR ERCEED THE 'SUT PEBFCBMANOE• TABLES AN SHEETS 7 AND WND LOADS SHALL NOT FOR N CONFIGURATON. 4'BUILD-WT9 ENG-REFENTIWBNON - RETENTIWTRACKS MA%IMIIM DESIGN PRESSURE OFASINGEUNR 9LAT HALL FOR ANY HEIGHT ATTACHED IMTH 9RI' ELCOCONFLIX ®B' G.C. SULT SPAN CONC.B FILLEDCMJ PRESSURE ry3F) Po' 10B 100' 101 wa• Po 108' BB 11T 83 110' ]0 12J' ]d ta• ]D 123' Be 13z' 63 1Po' 80 +ao' 67 5da' S4 1N' 52 152' 60 158' 48 160' dB 18d' N 188' 41 nr 41 170' 3B 100' 33 1N• 3i 168. 35 192' 31 1B8' 33 300' 32 MI4' ztD• zte•1zz• il d' BUILD -CURS EN0.RETENTIONdNW- RETENTIONTFACKB MA%IMUM DESIGN PRESSURE OFA SINGLE UNIT SIAT HALL FCR ANY HEGHT ATTACHED MITN 9R'EL000ONFLIX �4'O.C. SLAT SPAN CONC.B FILLED CMII PRESSURE (PSF 10B' 1J8 nr 130 116' 17? 110' 118 114' 110 iPo' f01 7J2' BB 130' 05 140' 90 14a' Si 146' 83 15Y 7B 15B' ]B t80' ]3 164' 70 188' 6B 17Y BS Pe' B3 1B0' 01 186' SA 1Po' S] d81' S5 1Po' S1 200' S1 204' S1 Tro' a9 21Y de x18' ae x22' d5 n8' dI 1n' 40 4• BwLo-ais END RETENTION a NOW -RETENTION TRACKS M4KIMUM DESIGN PRESSURE OF A SINGLE UNIT 6LAT IVILLFOR AM'HEltl1f ATTACHED IMTH 1q'-fd ELC00RIL-FLIX. SIAT SPAN fAl'AI/ST 1I4'AUSi 118'AUSi 1/4'A1/9T PRESSURE S PRESSURE PSF PRESSURE PSF PRESSURE PSF sA' +N 1d0 +dD fa0 80' fA 140 140 140 8a' 1W 140 119 140 W' ed 123 102 140 TY ]2 tW 00 140 Te• ez B4 n 1ze BO' 5/ 8a Po 115 84' d0 ]5 Po fOq 00' aJ BB 54 B5 9Y 38 02 4A 01 Po• 3a s0 ad w 1D0' 31 32 41 74 101' 26 a6 37 80 1Po' 28 dd JI 8a 11T 1d 41 32 EO 110' n 93 30 50 120' 20 38 28 63 tza• 1B sd 2B w 129' 18 3R 2a V 13r n a0 23 u 738 10 29 32 12 14A' 15 2] x0 b 144' 16 10 iB 33 146' 13 15 10 3] 15Y 19 23 16 JS 155' 12 zz 1] N 100' 11 xt J1 104' '11 xt J1 18r f0 20 30 1i2' iD 1B M14 x01]8' 10 10 26180'B10 n1B9'B17 z8 4'BUILO.OUi& ENORETENIIW BNON-RETENTCN TRACKS MN(IMIIM DESIGN PRESSURE OF A SINGLE UNIT SLAT W4LL FOR ANY HEIGHT ATTACHED WTH SII B'-24 ELCOORIUFLIX. SLAT SPAN �B'QC. 114'AV9T ®0'O.C. 1/d'AU9T g4.00. 1l4'AUST PRESSURE PSF PRESSURE P9F PRESSURE PSF 86' f08 131 140 TT BS 11d 1d0 1B' 83 101 139 BO' ]4 AO +z5 &' 80 01 114 BB' SB 79 103 81' 59 0T BS Po' dB 01 0] 1Po' 4d 30 81 104' H Sx ]5 to3• 3B 4e ]D IfY u 45 06 116' J3 41 82 120' J1 39 50 11d' 20 3] 55 126 n 35 51 13Y 25 33 9 +Po• z4 st a7 1d0' 23 30 /5 1H' 22 18 42 t4s• r n at 15Y 20 18 JB 156' 78 25 31 180' i6 26 30 10d' tT x3 Ja 180' 70 11 33 +]Y 16 _ 21 31 1IB' 15 M 31 1BA' 14 18 30 18a' 14 1B 20 1BB' +3 1B n 1Po' 13 17 z0 M4' 11 16 2 J'SUIL60UT9 ENO�pETENTION B N WAETEN]ION TRACKS M1W (IMUM DESIGN PRESSURE R A SINGLE UNIT SLAT NALLFOR ANY HDGHT ATTACHED IMTH SNB' ELCO ULTRACON NFH �8' O.C. SLAT BAN coNc.a FlLIEO CMU xouow EMU nMaD9 PRESSURE PS PRESSURE PSF PRESSURE SF 5]' 1b 11B 140 AO' 140 110 1M 83' 131 AS 1f0 80' 121 69 BB 09' 110 73 35 7T BB BS ]8 ]5' AO 58 8A ]0' 62 51 81 B1' 75 /B 58 Po' 89 41 51 n' 03 J6 d] 90' 69 35 43 A3' S5 J2 40 Be' S1 20 31 B9• de n 3a t0Y a5 2s sz 1Po• d2 23 30 1W m xz ze 111' Po n 26 1ta' Po 1B 25 nr 34 1e z4 1zrc s3 n u 113' J1 78 n 118' Po IS 20 1RB' Po Id 1B 1ST n W 1A 135' x0 1J 1I 19B' 75 19 tT N+' N 12 10 144' 23 11 15 ur zz +1 1s 160• 2z fD t4 tsr 21 m la 3- BUILD -CURS TBUILO-WTB TBUILD.WTS _ ENPR......ON&NON- END-RETEdTIWflNOW END-RETENTIW6NO14 RETENTIWTRACKS RETENTIONTR4CKS REIENTRINTRACKS NAM61VId DESION RIESSURE MAXMUM OE6ICN PRESSME MA`OMUMDESICN PRESSURE g R OFAS9IQEUNITSAT WNLFOId ANYHEGHT OFASNCLEUMTSIAT WNL FOR ANY HEIGHT OFASNfLEUNITSAT WAlLF0RANYHEIGHT H ®14 ATTACHEDWTH ATTACHED WTH ATTALH®WTH 34ELCDCONFLE)I@r0.C. 3'TESCOCONTIM@6.O.C. WECDCONFIEX@4.0.C. GONG& CONC.d CONC.B SAT SPPN FILLEDCMU SLAT VAN FILL®CMU EUT&PAN FILLED CMU lot p [ PRESSURE R2ESSURE PRESSURE y6 rym FI (PSF) gg -W Jul 77 1% &' 124 W' 10 76• In ar 113 IV fw W 1W 9r 1W IN% 124 &' SO 65 w IN 117 � or w far w nY no - 9r at 1W w i1V 104 96' ]4 1w` TB 12T BBO tar 69 11Y 73 12d' 93 Z 1W' 64 tiff• a TV B6 IN SO IN w 13Y & ¢ H tlr 56 124• 61 IV w y� 1t6• 52 IN a 1a• 76 IN 49 13r w 144' 73 LLYmYY� 12r 46 IN 52 1a• TP goS 1V dd 14O' W IW 67h 132• dt id4' a Imo' 61 1N 39 ta' a tar 82 14W 37 157 a Iw 60 ¢ 1N' % 155' a 16T 57 Z 14T S4 1W d0 177 55 W agy .• $$ ` for 32 161' % 176' S3 1%' 31 1W 77 iSO 62 1J.1 9 IN 30 112• % IN S0 J ypi - 164' 29 176' 34 fw' dB i6' y 16T 28 IV 33 IBY 41 C .a gy Z i 177 26 181' 32 1%' a iT 176' 31 1OP M C 8 QiRB iBP 25 19r JD ]01' 43 101' 24 1w' 29 216' 39 W k 1N w M4' 27 22T % 19r 22 210' 26 '23r 31 IS tl BAN .$/ �AA�'yDM3N NOTE THE NON-RMEN11ON SIAT NN MflVPCRT SUT 'SIAT VMS OR DESIGN MIND I S SXNI. NOT Z i O •• 4. IXCEO TIIE PEPfGRWWLC 1MLE5 ON SXELTS 7 ANO B FOR I WNitSVPA¶ON. VV 2j1N1119% e+a 3'BUILO-OUTS ENDAETFNTIONfl NONAETFMION TRACK6 MAtl MUM DESIGN PRE6611N E OF A 61NSE UNR 61Ai WNL FIXt ANYHEBrt AiiPLX®WTN 516' NFM SCO IILTRALON @ 1.0.C. SLAT SPAN CONC.d FILLED CMU PRE6SURE PSF HOLLOW CMU PPESSUPE PS TIMBEi PRE6SUPE PS fiV 140 125 Ia 69' 1d0 101 1% 80' 1a w 10r 7r +a 7s w ]6' 11/ 65 B2 eO' f01 5r IZ w• sz 5o u w• as 4s se 92' 76 40 52 B6' r0 % a IV 65 w d1 rod• w 3o a tar 58 2B 3] 11r 53 % 31 116' dO 23 >2 1N a 22 30 120' 41 2D 20 120' dt 18 26 132' � 10 ?5 1%' 37 R 23 1a' % 16 23 1d1' 31 15 21 14B' 32 11 20 152' 31 13 19 156' w 13 ID 1w' RB 12 I] tfid' T7 f2 I] 16B' % 11 16 1R T BUILD -CUTS ENDRETENTIW flNON-REfENTIW iP/GNS M✓Uf IMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WNLFORANYNEGHTATTPGHED WTH fld•-1d ELCODPR-FLEX SLAT �� @6'O.C. 1R'.NhT Q6.0.D. tl1'AIlST @d'D.D. 1R'N/SL @d'QC. 114'N/ST PRESSURE P&F PPES6URE 3F PRESSURE F PRESSURE PSF %' 1a Ta 1a Id0 6D' 110 1a 1% 110 6d' 90 131 111 Ya EST B2 115 w 1a 7r 70 +w w u1 ]6' 61 w 73 It] BY w IB fil +w s4• m TD s w w' dl w 51 w B3' 3] 50 46 ro 96' w 52 n ]2 tar w de % sr +a• 2] a % u lar 25 n 31 51 112' 2J % 3D 51 if6' ' 21 % R 50 tEl' RO w 78 di 124' 10 31 N 45 1ze• n zs 23 n 13Y 16 28 P a 1%' IS 26 ZO % 1a' 1d 25 19 % 144' 13 21 1B % fa' 13 w 1] 33 IN. 12 22 16 31 156' 11 21 16 30 160' 11 20 15 28 161' 10 19 1/ m 160• fD m u zr 17Y 10 f1 13 ID RV 9 f1 13 % 1w' 9 18 12 34 1B1' B 16 12 w T BUILD -OUTS FNORETENTIW 6NON-RETENTIW TPALI(S MAXIMUM DESIGN PPESSUPE aF q SINGLE UNIT SLAT WALL GORPNYHEIGNTATiPLH®WTN 516'-26 E1FOORIL-RFK SLAT 6PAN @TO.C. 114'Pl/5T @6'0.0. 1/d'AI/5T Q<00. 114'PllbT PRESSURE SF PRESSURE PS PRESBUPE 9F 6B' 1M f22 1a ]Y w 107 fa 76' 79 94 11fi BT r0 w 113 &' 62 r5 102 � 56 w w Br so u w 9s• d6 66 re tw' d2 52 i2 104' % 4A Br tw' 35 M 69 n2• % 41 � 116' 31 � 55 f2B• a % s2 f2d' 3a 19 12B' JZ IB 132' 30 d4I%' 29 d1 Ia• na141' %11B' P24 % %15T 24 %1S' 22 %1W' 7? 32iba' 21 31168' 20 28 172' IS- 19 20 +rs• a to 2: 1w' 11 IB 26 1&' 13 1] 25 1w' IJ 16 2d 1%' 12 IS 33 Ad' 11 16 II I i 4' BUILD -INS d•BUID.INs A-BUILD-INS ENDAEFENTIONBNON• END,RETENTION B IN ON RETEMpNiRAGK6 REFENTIONTRACK6 MAXIMUM DESIGN PRESSURE MMMUMDESIGNME66URE g OFABMQEUMTSLAT INNLFORANYHEIGM OFAMMEUNRSLAi IYNLFORANYHEIGHT �28 ATTACHM WTH ATTACHED IMTH c 1 88 G9'ELM CBNFLD(@S O.C. are'aw CONFLEK@A-Ga. CONC.B BOND. SLAT �� FILLED CMU PRESSURE bLAT SPPN FILED CMU PRESSURE AA cap (Pn I14 IT 10 R§ i ]Y IV 110 IV I 1d0 BY 110 1M' 1a _ 84' 101 tOB 12d BB• 92 f1r 119 9t 85 1H? 113 G 96• 78 M 107 1m• 13 1N 102y 101' 68. 1v W 1Br 61 92 l�ria w 11r 136' IN 69 y Z•1C�... 116' ED S6 1d0' BS 1n 53 W Bf W25 124' m 14S TB �ZS 12F dB IV 75 132' 156' 72 14T d3 a 1A' fig 14S 3B I]r 62 W J i s en sB 1m' 31 IV 56 J G 169' 3x IN S5 18B' 31 19V 5l c •N f]r m St cc y R6 H mp 20T 5p 8 I6P m m1' d91x1 �2 F3 1&' Z] 21V l6 YL b 1� A tm' 41 1BT 25 231' 39 dT• NOTE: TIE LATHER AND' i SIAT ON OE5 LDd05 SWVL N01 9y S �e 1110E OR IXCEEO THE SAl PEMOMMIICC MILE EEIS LIBIES ON SHEETS r NA p FOR AN! CONLICOFATON. F ALAI . AAd 4r]I11111114� d END�PETENTION BNONRETEIJTION d'BUnO-IN6 ENOPETFNTION 8 NON -RETENTION TRACKS MAIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT WPLL FOH ANY HEICJfT ATTAGNm WIN 5116' HFH RCO RTPACON @ d' O.C. SLAT SPAN CCNC.B PITIED CMU PRESSURE P6 HQLOW CMU PRESSURE P6 UMBER PRESSURE P6F fi0' 1q0 121 110 64' 1d0 f05 1d0 6S 110 90 fII rr 110 TB 106 I6' 1J4 6B 86 BIY 121 61 e] Bd' 111 51 ]B BS 102 d9 ]2 SY 94 41 66 B6' 0] 40 8f 1W' B1 3] 56 1W ]5 31 53 1�' % 31 d9 I1S 66 A dfi 116' fit 2] d3 120' 5B 25 41 1zd• w zd 3a 128' S3 x2 afi 132' 51 xi 31 136' d0 m 3J 1N' Ofi 19 31 1d4' M 18 A idY az n m 152' d0 18 2] I56' 39 26 1E0' 3I 25 18q' 38 xd Ifi8' 3d A RY 33 M122 m 1]6' 32 ?2 1B0' m a 1&' 30 miBB' A 10 /'BUILD�IN6 ENPRETENTION BNON� RETENTION TRACKS MAV6NM OE6IGNPR6GURE OF ASINCLE UNR 6LAT INALLFtlgAM HpGM ATTACHED Y3TN 3'0' EICO CONFLFX @6' O.C. &UTSPAN CONC.B FILLED CMU PRESSURE (PSF) ea• IA 6Y 119 9T tf0 m• fax 100' 96 101' B9 106 11T Qd m 116' TI 120' 10 ixd' 61 12P 63 13r W 136' 61 1dp 55 1M' S3 id6' 15r � 18 15fi' d6 16C d5 ifiP d3 168' dt fYY 7I6' d0 J9 180' tea• J/ a 192 3/ 19P 32 XM' ziV 31 m 1' BUIL61N8 ENOgx MENTION 8 NON�RETENTIDN TRACKS MAXIMUM DESIGN PRESSURE OF A61N(YE UNR SLAT WALL Fg30.NYHEIGM AITACHm WTH ill'A/6CODR8�FLIX SLAT 6PAN @6'¢C. 1R'NIST @6'Q¢ fld'AIIST @I'¢C. 1R'AIFuT @I.O.C. 114'N/bT PRESSURE SF PRESSURE bF PRE66URE b RLES611RE bF 66' 1JJ 140 1d0 Id0 EO' 109 1W 1m 14p fid' S1 1J2 101 1N BB' n I15 P1 Id0 ]r 66 ml A 135 ]6' S/ B9 fi9 121 BO' 50 m 62 1W 04' M )3 55 t00 60' A � d9 9f 9r as 6o u w 06 32 55 4f ]0 tOP A 61 JI # a> N 61 1G9' 24 d1 3f 63 112' 12 dt - A 59 11b` 21 E 1] 56 1x0' 19 36 25 52 ' 1B 39 m W 1] 32' x2 d] i6 31 3f d5 15 A m u 14 A 19 N to n to a N1777 12 A f] J] 12 N 16 36 11 m 16 31 11 x2 15 m 10 m 1d 31 1 m 1/ m 9 A 1J A 116' 9 10 13 A IED• 9 1B f2 x1 10a' B 10 12 ro SILO BWLLL • ot d' BUILD -INS 3' BUILD -INS 3' BUILDINS — ENO -RETENTION END-RETEND0N&NON- RETENTION TRACKS EN0.RETENDONBN0N� RETENTIONTRACKS O ��'•' d� 9 S �� Y 9 7 MA60MUM DESIGN PRESSURE OFASINGIEUNITSLAT WALLFORANY HEIGHT ATTACHED WI TN 3'e'ELC000NFlIX IW B•DA. MMMUM DESIGN PRESSURE OF A SINGLE UNIT RAT WALLFORANYHRGHT ATTACHED WITH 3R'ELC0C0NFLE1(40d•0.C,Np4B SLAT SPAN LONDA. FILLED CMU PRESSURE (PS') MAT SPAN C=& FILLED CMU FgE6EVRE (PSF) TV 140 I7 126 10D' 110 BV Be 114 100 104' 130 low 1% elr % 11? 116' IN 116 Z. O ... ¢� pWp? p- 'r �id mil �'tr 97 89 96' 82 IN' 110 7Dw 76 1N• 1% 1N• 1%• 71 fi] Im IDS 132, 85 112• 63 In- 91 116' S9 IAT 87 1n- 58 144• 14V S4 80 12d' 128• S3 50 150 71 t32• ae MY ]4 136- 48 16P 164- 72 69 1Q- 43 HAT 67 f4B' d0 J e0 J d C •y w p]y OI $Ig CI keIR .• B h `z 1)2' 65 152' 152- 3S Ji 1ro• 62 1%• 60 160' 164- '35 39 IN- 185 59 57 1%• 111' 33 32 1BY low 55 53 1N 1N- 30 29 MY fi2 A4' BE 1RA, .20 216' 225 46 low 1A2' 21 21 NOTE: THE NON-REIENRON EXCEED THE 3UT PERFORMANCC AND MEWPORT SNT SFµ OR OESIGN MND WA05 TABLES ON SHEETS T MD 8 MR AW CONFIGURATION. NOT C 9 F 22s( 1 A\L\\ TRACKS MANIMVM DESIGN PRESSURE OF A SINGLE UNIT SLAT WPLI FOR ANY HpCH9T AITACHE0Y41H 916'�2d ELC0 DRIL-FLIX I�B•PC, 1Id'A1/3T 96'0.C. 11d'AVSi 4B 4'0L, 11d'PUSi SIAT SPAN R4E65URE BF PRESSURE &F PRESSURE &F 6B' iD1 120 1W n• ae 1% t4o ]fi' ]8 B/ 12B W fi9 09 116 BI' fi2 TB f05 %• % ro >n BT 51 83 e9 %' 1] S6 b2 fOD' a3 51 T6 IN, ao 5o n 108' 3] 4T 61 112' 39 93 6J 116' 32 d1 � tA' 30 39 % 124' 20 30 53 12B' Z! 39 50 ,n• 25 aT 4e 1%' 21 31 d5 140' 23 29 d3 iM' n 29 61 1aB• zI r w 153• N' 26 3B 1%' 19 25 36 160' 10 2d 35 led• n x3 x 1%' 1] 22 33 P2' 16 21 31 1]6' 15 30 30 te0' 15 19 29 1N' id 19 % 1A9' 11 10 21 1%' 13 1l 26 2N' 12 i6 2d 3' BUILD ;INS END RETENTION & NONAETFNTION TRACKS MgtlMUM DESIGN PRESSUREOF gSINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED KITH 916' E1.00 ULTRACON HFH ®6' O.C, SLAT SPAN CONC.B FILLED CMU PRESSURE P6F HOLLOW .CMU RIESSN4E IP$F TIMBER PRESSURE PSF 51' 140 119 1d0 60' id0 f02 124 63' 131 B9 f09 66' 123 IB BB 69' 112 6B B] TT 102 fi2 78 )s % % n ]0' 06 ro % Bi' TB d6 60 84' TJ 41 5fi BT fi9 % 53 %' ed 35 40 9J' b0 32 45 96' S6 3D 42 99' S3 20 99 JOT 3D 26 J] t05' 4I 2d 35 toe• 45 % as 111' dJ 21 31 M4' 41 20 30 11Y 39 19 2B 120' 3] 18 27 123 3fi 1T % 126' N 16 25 12B' 33 18 R3 132' 31 15 7? 135 30 id 72 13B' 29 13 21 td1' 20 13 N ,M' 21 13 19 1dT 26 f2 19 150' R5 it 18 1ST 25 11 1] 3' BUIL04N6 ENDAETENDON B NON -RETENTION TRACK& MAXIMVM DESIGN PRESSURE OF AMNC4.E UNIT SLAT WALL FOR ANl1' HEIGHT ATTACHED VATN 916' HFH LLCO ULTRACON � 1' D.C. SLAT SPAN CONL.fl FILLED CMU HOLLOW CMU TIMBER PRESSURE SF PRESSURE (PSF PRESSURE (PSF) 60' 140 11B 190 fid' 1d0 SB 131 68' 140 ES 114 ]T f35 ]4 1W ]6' 121 65 BB BO' 1f0 5] BB B4' f00 51 T3 BB' % dfi 68 Br % 41 81 B6' 18 3B 60 100' )3 35 52 iN' % 32 dB 1%' fid 29 d5 1fY W Z1 d2 116' % 25 d0 120' SJ 2d 3] 12d• 51 ?2 35 tze• 46 z1 33 132' d6 20 31 136' 43 19 3D id0' d1 19 20 1dd' d0 1] 9 1de' 36 i6 26 152' 9fi 15 25 156' 35 15 RO 160' N 14 23 iN' 32 1J 22 1%' ,31 iJ 21 nz• ro 12 20 1]8' H 12 20 1EO' 2B 11 19 104' R] 11 IB 3'BUILD�IN6 EN0.RETENTION BNON� RETENTION TRACKS MgYIMUM DESIGN PRESSURE OF A SINGLE UN SLAT WPLLFgi PNY HEIGHT gTTACNED WITH 39'EICO C0NFLIX �6•D.D. SLAT SPAN CONp,e FILIEDCMU PRESSURE �N 04' %' 123' BY 111 +a0• % f94• % 100' e] 11r az 116' i8 uD• 1s 124' )D 48' 66 1ST fi3 136' fi0 110• 5a lea• % id8' S3 I52' S1 156' 49 160' 16a' O d5 ifi6' 1d nr 1i6' az d1 16L 3B 104' 180' 30 3) 1BY 36 18B' M. N 3J 210' 31 J'BVILOINS (R� N Doi �R �Aa@apid §®§dE �3 Z i g H ih r s Oy n�d K Z W 3 Li �F 2 J Ch C a` p� c 66y W O 896 -C' Q ko� NmE: 1ME xox-RET1MICx VAT NLNPoRI SLAT sP.VS aN DESIGN Mxo V1N3 sNV1 xm j •$] MOO) i,,, SUT .WO PWORVANCr IMUS ON SHEETS i AND 8 FOR AM' CONPGURATON. AA 6 � ♦, 111111 t� EN0.flETEN]ION ANON-REIENDON TP/GKS MAU6NN 0 ESiGN RiE5511PE OF A SWQE UNIT 9AT NV11 FOR ANY HEIGHT ATTACHED tNTN IM'-01 ELCOORILFLIX 116 PlIbT 1//'PllOT llB'NIST 11d'ALST SLAT SPPN TRESSURE ry6Fl PILESSME FI PPESSIIPE rySF PRESSURE E6' 133 140 140 fro 60' 1t0 140 120 140 61' 92 fib 109 110 6B' J6 Ito 93 110 ]I' 61 1W 81 139 ]6' S8 93 T 125 W' 51 03 6J 713 04' d5 76 57 fO3 BB' 40 69 bl BS 9T E 6J 46 W 96• 33 SB 42 BI tar 3B 51 39 76 1Od• n w 36 ro far 25 68 117 23 83 tt6' 2R 5B IN m 1Rd' 19 5312B' 10 6013r 1] am dI136' i6 IS1dP 16 431d1' id /11d0' 13 3915r 13 301561P1W11 35 1&' 11 23 15 33 1fiB I1 22 15 32 nz 10 a 11 31 P6' 10 RO 13 30 tar B A 13 29 1&' 9 19 tJ 20 a• BUILD -INS ENO -RETENTION 6NONRETENTION TRACKS NA%INUM DE61CN PRESSURE OF AbINCLE UNIT 6LAT WP1L Fdi ANY HE(i1T Al TACHEO WITH 516'�2d ELCO DPILFLIX 5AT BAN @B'O.C. fld'P1JBi PRESSURE rySFI ®6'O.C. 1l4'AIJSi PRESSURE (f5F ®d'OC. Ud'PL6i PRES6URE 05F 6B' 101 123 110 T3' B1 fO9 110 ]fi' BO BT 132 m' M PB 119 &' 65 19 169 BB' S9 ]2 1W Br 53 66 92 86' 19 61 80 IN 15 Si 00 t0Y /2 52 ]5 tOT 39 19 TO nr ro I6 fi6 ttfi' 81 13 62 fzr n dt se 1R4' 30 30 36 13U ZB 3fi S1 13T n 3d m 136' 26 33 d0 1OV 24 31 dfi 1M' 33 30 dl 110' 12 2B d2 t5r 21 TI 40 15C A 26 39 1 W 19 15 3] u1• f9 2d � 169 18 2] Ja Or IT n 33 1]6' IT '72 >2 far 18 21 3f 1B1' 15 20 3] 1B9' 13 19 29 186' 11 1B n 204' 13 iT i6 2' BUILD -IN S Yk tld' VJALl6 A 3I0' ANC1E0 END RETENTION 6 NON RETENTION TRADK6 MAXIMUM DE6IGNFPES6UPE OF A SINGE UNIT SLAT WAIL FOR ANY HD CJ1T ATTACHED WITH 51fi'ELCO ULiPADON HFH QE O.C. SLAT SPN4 CONC.B FRIED CMU HOLLOW CMU iIMBFA f71E5&UPE SFI PRESSURE IPSF) PRESSURE 4P$f 51' 1dO. 113 131 W' 140 91 115 63' 126 04 IOR fib' tt3 Id m 69' 102 65 BI it 83 SB i3 ]5' 05 SR 6] ro' ]0 1] 61 8f' ]2 U 56 &' 61 39 61 BI' 63 36 d8 90• se a3 ad 83' S1 30 41 ss• sl 2e 3e 99' 48 26 3fi tar u z4 ad tm• 43 za 3z 1OB' tl 21 W 111' 39 20 RB 11d' n 19 n 11T 35 1B Rfi 1A' & 1T 25 123' 3I 16 R3 12fi' 31 IS 23 tze• Jo 1d zt 13T 2B td 21 135 n 13 20 139' 26 13 19 f1P RS 12 1B 1M' 3d 12 1B 1d1' 24 11 11 Y'L' ?J 11 16 153' YX 10 16 '2' BUILD -INS WI tld' WPLL6631Y PNGlE6 EN0.RETENTION 6 NON-RETENTIOd TRACKS MAXIMUM OE&GN R1ESSlIPE OF AbWLYE UNIT &AT WALL FORANY HEIGHT ATTACHED PATH 516' HFN ELCO ULTPACON ® d' O.C. IEtAT BAN f/JNC.6 FILLED CMU HOLLOW CMU TIMBER PRESSURE 6F PPE56N1E PRESSURE PSFI W' IdO 110 139 6d' itl 9J 12O fib' 130 I8 im ]r 121 fig 92 ]6' 1m 60 82 �' 9B 53 73 01' 89 11 66 06' B? d2 60 9Y T6 % R 06' ]O 35 S1 tar fi5 J2 11 1Od' 61 29 41 108' S] Ri tl nr s3 ss 36 116' 50 23 3fi 120' IB 22 % 12d• ds zo 3z 1R0' dJ 18 30 133' /1 10 R9 136' 39 I] 2] idtl 3] 16 R8 11d' 35 t5 R6 1dB' Jd 16 24 15T 32 i/ R3 155• 31 13 22 tfib 36 19 R1 i61' A 12 20 1fi8' 20 12 19 1]R' T! 1f 1B R6' 26 11 10 1B0' 25 f0 t] IBI• z1 to li 1BB' 33 10 IB a �4 y�� a E O h z KZ m� HOC= J K� x W u p� c gp8i W e g♦p 9 A 9 • �y9 i NOTE: THE NON -RE ION SIAT MD VIMPORT • SUT SPPNS 0R OESION WINO LOADS SHAL NO] D IL :V �(1 MOD TXE IAT PERIFORWNCE' TIBLR ON SXFFTS ] AND O'OR AV/ CONRGYMTON. Sri A # � r4dnnlnLl\e � N 2' BUIL0.INS WI IN' W4LLb d3re'ANCiE6 ENRPETFMIONd NIXLREIEMIGN TRACKb MAMIMUMp ESIGN PRESSURE OF A SIN C1E UNIT SLAT WA11 FOR PNY IILTGRrarracxEo uWtx 3'69C000NFLEK ®0'0.C. sur sPu4 caNc.e FaLEo CMU PRESSURE �PSF) fie tao TY 126 76' HJ W' IO2 &' 93 �' 05 78 86' ]3 100 ES iw' 63 tGe 53 nr 5s n6• sz 12l 50 1z1• a 12e N 132 Iz IN N 140 � 1N' 3i 1dB' 35 15Z w 156' 32 1EP 31 1w• � ifie 23 17Y 2B 1]e n 1Lp S 1w' 25 1Be 21 2' BUILD INS LV 111' WALL6831B'PNq.EB ENO�REfENT1b48 N014RETFNTIONTPACK6 MPYJMUM OESION PRE6&URE CF A SINGLE UNIT 6LAT WN1 FOR ANY XEItldT ATTACH®WITH 3'8'ELC000NFIIX di'fi•0.0. 61ATbPAN CONC.8F8LED MU PRE65JPE,➢SF) rr 110 ]6' Id0 �' 129 &' 110 Be 1pB 92' 1W 1 W B] 104• az toa n 112 72 ne se 120' w 114' 6f 136 59 13T 55 136' S3 11P 51 144' W 18a IB 15Y N 156' U 16B' 4I iw' 10 IV 3B 1]Y 3r 1)8' 38 16e w 192 31 XN' R 216' R 2 BUIl0.IN3 Wf Ild'WALLB 83'0'PNGLE9 EN0.PEIFNTIIXJ a NONPETEN iION TPALKS M410MUM D ESCN PRESSURE OF A SINGLE UNIT SLAT WPILFIX2 ANYHEOHr ATTACHED KITH 114'-0d ACO DPI4FLIX sLArsPaN ®e 0.C. ire•AUST �6.O.C. dr1•ALrsr ®1'OC. ,re•AL�sr ®d'O.C. ue•Atisr FRESSUPE FlIE66UPE PRESSlOdE SF) PPES6URE SN N. 125 140 ,40 id0 fi0' 103 1d0 119 1dD w• 66 1z1 1DI tm fiB' 13 1C9 E6 1/0 IY 62 95 I6 IN ]6' S1 w 66 112 Be' d9 r6 59 101 Be d2 6B 62 82 68' 3T 62 d] B5 92 31 S1 d2 70 9s• 3o sz 39 rz 1W' 1B N 35 fi] tw• u u aT a toe 23 12 30 59 712' n 39 2B 55 116' 20 31 26 62 1ffi 19 36 25 19 f2d' 17 J3 23 1T 12B' 16 31 2L N 13Y 75 a5 p d2 136' A 20 19 40 1d0' 1d 2] 10 30 1N' ,3 25 t] 36 Ne• tz z1 n ss f6T 12 23 i6 39 I55' 11 ?Z 15 32 Ifie 11 21 1/ JI 1w' 10 20 14 JD 1E0' f0 20 13 5 vY a to 13 � ll6' 12 n 1f0' 9 IB 12 � iN' 0 t] 11 25 Y BUILD -INS NN fld' WALL983re'ANCLES FNRRETENiION dNON�RETENRON 1POLKS MAtlMUM DEblgl PRESSURE OF A bINGLE UNIT SLAT WALL FM PNY HEIGHT ATTACHED nfiH S16'44 FLCOOflB�FLEIC sursPAN Iw'war . MI•wsT �d'D.D. Ir/•nL�sr PREb6UPE SF WIESSURE P6F R3ESSURE IP6F fie 95 112 1w ]Y w 99 131 16' ]I EB 1n M. f6 ]9 106 91 W 51 65 09 92 19 60 02 86' N 55 r6 1W' dt 51 ]f fw' 38 1] 66 IW ss N sz 11Y 33 41 59 116 31 39 65 I20' R 36 3i .35 19 128' S 33 1] 131' 2d 31 N 138' 23 29 d2 1dD' 22 28 ID IN' ?t n 39 110' A fi 3i 152' ,9 21 35 tS' 18 23 31 t6D' n r3 33 1N' 1] 2? 32 169' ifi 31 30 f1Y 18 Lr 29 R6' 15 19 2B IBO' f1 19 2] 1w' td IB 26 fE9' 13 Ir 25 190' 1J ID 2d 2w' 13 15 23 T!'N � HOLLYTYIStdtlYd WtlolS NOL03S.Lno-avie 3 srx xoumnsrt Nrexms 3 ( (61 133NNo S3lO1a NOW333s) NOIL73S NI-OlIf18 eMU xomam 49111, /s ro.Nl '0'0 .a o SMS ON,J&1-dus O.N/t L 03HMLLv Tow No 39N no .0/l 3Sn NO N S N30Nn 1115 aN no. NO MO N@WM'=Ns v SI NO O b3W3H 'NMONS SI nS 3K NOJ xOLL03S MON q(69MKS NO / WlAPO MOW NOUD3NN0] 335) nos NO xnu-LINO O.sh (Bl Mw NO now HOUMNNOO 33s) SSl WS9 Ot do moN : llb xoO Soo SOoaL 01 d0 Mow NmN, MSHa (IZ Oa OZ S133HS NO SMSYL MS) tl08 NNOIs j4I IM NNBS SNISWH (61 133HS NO 13 &O MOW NZJ5 1W0 do T00 (9l 133HS NO 31OW MOUO3NNM 33S) Sm mg Oa do now -my m3m .t/I Sal oosa O1 do mow 'wllltl MOIH1 .8/I (61 a33NS NO =YdVJ 3M. N0"3NN0'J 33s) (d)1) NOH3W (dll) MOW.a/1 M HM 'JV .ZI 9 No] In 1.91/1 do 0.1/1 (Bl 13383 NO .WAaYJ inowHgl'13NN0'J 335)' (au) aoX3Nv (61 133XS NO O,V J4M 31ONY N01103NN00 33S) 1100 do %3V-1dO O.Y/I (dd a3 l oo;901 No 3Y1NY'w W UNN1 '% T Sal MSZ 01 d0 TE. 'MW XMNI .9/t (ZZ O1 OZ =No NO WWL MS) NON MOA 6 ns wives SNISnOH N31NX5 -� 0 t 0Ile ED Mow •. l . NO dW NOHW1 '0350 30 WO lis Ol WINS OWN 'WOHS M 1NOOW WM 3Nl NO3 NON'J3S 310N (61 al3HS NO AUOVM Mo. NON]3NNOJ 33s) 1IN 80 M3H-1WO 0.0/I (01 133Hs NO Aa ,PlO MON1' NOLL Mao 33S) (dAU No.,. S O 01 NOwWd3S nnNINlw 3'Jn03a O1 a3Sn 39 IM SWO KHOIS SNG011VZNJ 11Nn 33dI1lnH NO 03sn So NO swe WNw ;m.N s'a'x � xouvrtalsa sore Hrmas HUM lwn Sews N011tlh31a J1Nn 319NIS NVdS SHOW HO E Tl'N � NOLLtlIT4W I NYi NYLS NYM! W I i9N6 N0UVA313.UNn 319NIS NVdS Z UyzmS�W E6 whµ ON 43 � IT OR MIN. 52 i OR B! 1Ix/ ,IN. OFTEN& RULER CONNECTION ANGLE sTonx IVR Ixstaunox. Mss. NOTES: • SEE STORM CAN CONNECTION CAPACITY TABLE FOR REQUIRED ANCHORS, USE CENTER ANCHOR ENCINO AND LOCATIONS WHEN SECURED. SEE STORM BAR END LOAD ON MAXIMUM DESIGN PRESSURE STORM BAR TABLES FOR THE REBUFFED MINIMUM CONNECTION GPACNY STORM BAR (SEE TABLES ON SHEETS 20 THRU 22) 1/8' THIGH ALuu. ANGLE VP 10 2500 LBs xarz: 1/4- THICK ALUM. ANGLE UP TO G100 LBS SHIITTEA NOT BHOWN FOR (SEE CONNECTION ANGLE TABLES ON MIS SHEET) WIT" OPTIONAL I 1/4.0 DRIL-FLEX OR BOLT (M) INTERIOR I (SEE CONNECTION ANGIE TABLES ON ,HIS SKEET) ANGLE MEG F ATTACHMENT I ISEE . S/IG'P ULTRACDN (FAR) r (EEE CONNECTION TABLES ON THIS SHEET) --o----o----�- - - - - - - - - - o- -------------------------------- SPA . IN S IC (TYP) k� 1/4.0. OR S/I6Y ULTRALON O IY O.C. BETWEEN /,BUILD -OUT SILUHEADER CONNECTION ORIdUI STORM 64R 1NSTAIUITON � NT3. BURP W T SILL! IEAOER CONNECTION CAPAC ITY CONCRETEAFIILEDCMU DESIGN LCAD LBB ANCHORSREOUIRED EACHANGLE HOU.OWCMU DESIGNLO4D l ANCHORSREOUIRED EACHANGLE I DESIGNLOAp LB WOOD ANCHORSREONRED EACHANGLE I= 3 U4'ULTRAGON 1050 '3 1b'ULTRACON E00 J 111'ULTRACON ZED a 11T ULTRACO4 14M 1 IIC ULTRAGON 12W 9 V4-ULTRADON 2W0 I NI6'ULTRACON Im NI6-ULTRACON 1Ii0 NI6'ULTRACON 3120 J N16'ULTRACOI 1720 4 WWULTRACON END 1 N16'ULTRACON 4160 (d)NIVULTRACON 21W 15 WIFULTRACO4 2950 SmT ULTRACON STEM (51NIS'ULTRACCN 26M URMFULTRACCII 354D (6)&IF ULTMCON 3440 B NHP ULTRACON AM B NICULTRACON CO4NECTIONANGECAPACITY 2RECUIgE COJCRETESFILIED DESIGNLOAD L CMU ANCHO9SREBUIREp EACHANCNE H0.LOWCMU DESIGNLOAD LED ANCHORSFEOUIRED EACHANOE pE61CN L64D IBS NOOD ANCHOR9 REWIRED FAOH ANCHE 1R'MINAIUMINUM DESIGN LOAD LBS ANCHORS REWIRED FACNANG{E Il4'MINALUMMUM DESIGN l0A0 L&9 ANCHORSREOIIREO FACHANGLE 12BG 1 114-MCHMS 700 1 IN' CHO26 600 1114'ANCHORS 1J20 1 1l1-0d DRIVFIIX 2120 1 1141d DRILFLIX Z20 Ile ANCHORS 14W 211PANCHOi6 12ro 2114'ANCHORS '2O0 11941 DRILFLIX @10 IbA900.1LFLIX 20'W (H NIG ULMBkQON BW 1 fib6'ULTMCCN 1180 (I NI6'ULTRACCN 39W 13)1/0.14DRI4FLIX fi3[0 (3)Ib II ARIL-FLIX 4160 2 NI6'ULTRACON Im 2 NI6'ULTRACOJ 2360 '2 NI6'ULTPACW 1340 11l4 TNflU 60Li 2500 1 114 THRUBOT 20N f 31S'OROPIN 2500 J1 NI6'ULTHRCOJ 35/0 3 NIC ULTMCON 2100 tld iNRU BOLT SOm 2 U1IHRUBOT 9040. NA OROPIN J14D 9 NI6'ULTPACON IT20 4 NIR ULTRACON 3T60 %iHRU BOLT 3TW 1 31S1HRV BOLT EJi J On O O c W A', O O•ae S..�'04 �i _ a MAXIMUM DESIGN PRESSURE OF 14 �Y ypg� 92 5 z ai ¢N z CZ m� doh h�- G K z W J O Lu i $g 4 y p8 gB �d- NDiL WE DFll£CTONS P6tt✓DED DE%r ON Y NWIYIIY SEPIRATpN 1(1 L1A55 .. �yOb A �pY � 1-4�P Y11111111111A�V � CV O N MMFH DEiFRYIWND A 2'%YX114' STORM BAR 60B3T6 -2 SPANS AVERAFE SPAN N10iX UPTO STORM EAR LENGTH UP TO DESIGN PRESSURE 3 STORM EAR ENDLOAD LB STORM EAR DEFLECTION Y(v) 30' 42' 1/0 766 13 48' 110 015 fE 51' 140 9A4 1.8 SO' 117 914 21 MA%IMUM DESIGN PRESSURE OF A TX1'%MB'STORM BAP fi083-TB-2&PAN6 AVERAGE SPM'NiDTH UPTO STORM E^A LENGTH UPTO OESICN WBESSURE PSF) STORI,I BAA END LOAD L STCWM BAN OffLECT10N Y I dT 110 ]fib 1.0 dB' f10 815 1.2 5/' 1/0 981 1.1 60' 135 BP f.T fi6' 1N BB5 I.B 12' 0] 816 1.0 ]0' ]4 )52 1.B 81' 61 JAO 1.8 W' S9 656 1.0 86 d9 6f3 1.8 dY 16A 919 f.0 4B' f10 1050 1.2 5/' 129 10A8 fA 60' t04 B)5 1.1 f6 BB] fE n' R 0f0 fe ]e• u ]ss +.e &' SJ fi96 1.8 90' 46 6d] 18 BB' 41 615 1b d2' /r f/o 1n]z vo /A• uo ins 13 51' I10 tOB3 1.1 fi0' 89 9)3 1.] fi6' Td B90 1.8 )2' 62 01/ t0 ]0' S3 ]51 1.8 a,• 4s ]a 1.e sa to sss 1.e 9s• 3s 613 Le 4B' dz• uo 1225 Lo IB' 1u 4220 13 51' W f091 1./ 60' R 9]5 1.] �• 86 09/ 1.0 ]2' S1 010 . is )0' d6 ]68 1.0 &' dA )00 1.B 9A' 36 656 f.B 86' 31 620 iB MAXIMUM DESIGN PRESSURE OF A 2'%d'XMB'&iORM flAR 6Afi}Tfi-26PAN5 AVERAC# SPAN NiDTN UPTO STORM BAR LENGTH UPTO DESIGN PRESSURE PSF STORMBAR ENDLOAD ( STORM 6dR DEFLECTION Y IN) 30' fib' 1/0 12A3 1.1 ']7 132 1238 1.f IB' 113 1f0 1.1 04• W IA6f 1.1 9a BS 996 1.1 B6' ]d 925 1.1 for ss en 1,1 70B' 69 BJO 1.1 i1d' S3 ]0] 1.1 12a d0 ]50 1.1 fi6' 1J1 1351 1.1 J2 110 1838 1.1 IB' A4 1148 1.1 &' 01 106] 1,1 � 11 890 1.1 96' 62 930 1.1 mr ss on u 1oB• ds en 1A 114' dd ]81 1.1 1za 40 ]so 1,t . /2' 86' 112 1JI0 1.1 IT -Bd 1131 1.1 10' B1 114 1.1 01' 69 1A9 1.1 91Y 80 9B4 1.1 96' 63 920 1.1 mz dT e]� L1 1AB' 62 Bn 1.1 ud• JB >so f.t 1zA• 3d Tu I:f 4B' fi6' 98 1J40 1,1 ]Y B3 1116 1.1 ]0' )0 1f30 1.1 Bd' fil 1A6A 1.1 � 53 A9d 1.1 96' 4] 9d0 1.1 for d1 e]1 u tOB' 3] 033 1.1 11d' 3J T81 1.1 12a 30 i50 1.1 MAXIMUM DESIGN PRE66URE�A 2'%d'%f9'610RN BAR 6063i6-25PAN5 AVERAGE 6PAN NIDTH UPTO STORM BAR LENGTH UPTO DESIGN PRESSURE PSF) STORM &L9 ENDLOAD L STORM BAR DEFLECTION YIN) 6/' 131 1858 1.0 fia 106 W91 1.1 E6' 81 13/6 1.1 17 73 1232 1.1 t0' fiJ 1f52 1.1 Bd• u 1os3 t.t 90' d] 991 1.1 96' df A2J 1.1 102' ]] 8B6 1.1 10B' 33 835 I.1 Q. tdA t]50 O.B E/' 118 1658 1.0 60' 96 T/ad 1.1 fi6' TA 1959 to 17 fi6 1238 f.t 70' S0 1138 1.f &' d9 10I2 1.1 Ba d2 9B1 1.1 96' 3] A25 f.7 f02' J3 B]] t.t fib' 4r 1do Isaa o.] dB' 135 1856 OB 54' 1N 1655 1.A W' 0] 1dB5 1.1 fi6' R 1981 1.1 ]r fiA 1z3e L1 ]B' s1 II10 1.1 Ad' N 10.A9 1.1 9a Je 9eo u A6' 3d 935 1.1 12' dr 140 1BJe e3 d0' f21 186A 0.8 51' AB 1651 1.A fi0' 70 1dB1 L1 � 1J01 L1 ]7 55 11J0 IA 78' II 111fi 1.1 &' 10 10.5A 1.1 sa Js ABI t1 96' 31 93A 1.1 OEi1ECTONY ❑ 0 a 1 ?i 1, c MA%IMUM DESIGN PRESSURE OF 2 �1ao�. �i Z O Z y Z� Yz W m?� vm Lid �J 666 J o ¢ x W g e e p `y p 6$$y c Rye W 61�Gj! kj9LL., j M p ` a. N01E USE DEflEQIONS MINIMUM SEG l`ON M OLAW �y.� i�. PPONOEO WHEN DOENMINING f .....*..Ix I ll let, N A 2'%d'%1/d'STORM RAR 606LT6 BE Nw . 25PAN5 AVERAGE STORMEAR DESIGN STORM flAR STORM BAR SPAN NIDTN LEdIGTH PRES6URE END LOAD DEFLECTION UPTO OPT ILBI Y W' 140 IB15 08 15' 136 2125 OB 84' +OB tA90 Be 93• ea 1ros as dB' 155f Os 171' 62 1131 f.0 1N' SJ 1335 1.1 fA' d6 1236 fA IJO• do ++50 1a ur 3s 1mz 1a fib' 140 1168 09 ]s m zln on 0a' 96 1890 Ob &1' 78 1Tn 08 Sd' 102' 65 155d Be 111' S5 I9J1 IA 1A' 11 13n 1.1 1A' 11 114D 13 tA' 36 110r IS tO' 31 1068 1] 66' 1d0 2d06 OB ]5' 109 2128 os &' B] 1903 O.B w• 71 Ino os � t0Y 59 1587 OB 111' S0 iQ5 iA 1N 42 1313 1.1 129' 31 1213 13 1A' 33 1150 15 1B' 20 10n 1.1 fifi• m xala Da I6' 91 3133 Os ea• Iz 1A0 os BT 59 1715 OA IT t0Y 49 1563 05 41 11n to IA' 35 1313 11 1A' 31 1250 13 1 JB' 11 1161 1S 1/7' 2d 1103 1. 7 MA%IMUM DESIGN PRESSURE OF A TYA'%I/d' 6TORM BM �6667TB 4 SPANS OF A TYA'%I/d' 6TORM BM �6667TB 4 SPANS AVERAGE SPAN YdDTH UPTO STORMEAR LENGTH UPTO DESIGN PRESSURE 3 STORM BAR END LOAD (LB) STORM BAR DEFLECTION V IB' B1' id0 2559 O.r 60' 131 26fi1 O.B 66' 1W 1HJ As ]z• et z21e os ]8' n 2N3 08 &' 6] 19D5 08 W' S9 1i6] OA eb' S1 1668 OB IOr d5 1551 O.B 100' d0 Idfil 0.9 sd• u0 zrss oz EO' 121 381] 09 so. 10o zdas os n' 1,4 2305 O.B ]8' 2040 0.8 04' fi2 1899 D.e 90' Be 1n2 O.B 96' 1] 1fi15 0.8 10Y 12 1562 Os 100' 3! 1d5] 0.9 �, 64' 1d0 296J 0.I EO' 113 3618 OA ss• 9d zazJ os n' ro 31x1 O8 ro• n :oat os &' S9 1803 O.B 90' S0 flSA Os 96' tl 1650 0.8 102' A 15N 08 100' 35 1d11 0.9 �, dB' td0 2BOD A.6 51' IJ1 x910 O.T w• tos 2sso os fi6' fi6 Id30 A9 n• Id 1ZL0 Its ro• w 2B1e os &' Sd 1090 08 AD' n 1i63 OB 86' d1 16/0 0.0 f02' 31 1513 0.0 MAXIMUM DESIGN PRESSURE OFA T%3'%114'6TORM'BAR 606]�T6 �]OR MORE SPPNS AVERAGE SPAN WOTN UPTO STORM BAR LENGTH UPTO DESIGN PRESSURE PSF STORMEAR ENO LOAD l8 6TORM BAR DEFLECTION YII ro, dY 110 ]01 1.2 d8' 140 805 1.5 64' id0 BOB 1.8 EO' 128 9Z0 2.1 s6• +05 aw z.d n' 89 ]6B 2.B ]B' Id 691 3.1 8a' S9 59d JA 9p' d8 518 3.1 86' d0 d60 ].4 �. dr fdo ws +2 d0' 110 966 Ls 6a' 131 7017 1.B 6D' to B1/ 2.1 66' BB 8J5 2A 7T )d T66 2.0 iB' 61 6N 3.1 04' d8 592 3.d ar ao ste J.d 96' 33 ass 3.d dr /2' 1d0 9B6 1.2 d0' 1d0 1121 1.5 5/' 113 1023 1.B 60' Bt 918 2.I 66' IS 030 ZA ]Y 63 ]61 28 I6' SJ 693 J.1 B1' d2 592 3A 90' 34 513 3A Bfi' ZB 451 3.4 4S d2' 140 112T 1.2 d8' 125 11E0 15 w• � lord 1b fi0' fig 920 3.1 66' EB 835 z4 ]r 55 ]59 IA ]B' dB BBB 34 M' 31 596 3.1 BO' A ste J.1 e6' 25 480 3.4 MA%IMUM DESIGN PRESSURE OF A 2'1R'6TORM BAR 6063�T6)�70R MORESPANS AV6FAGE SPAN MIDTN UPTO 6i0RM BAR LENGTH UPTO DESIGN PRESSURE PB STORM EAR ENO LQAD LB) STORM flAR DEFLECTION Y W A, IY 110 ]W fA /B' 140 BOS 12 sd• u0 9A Ld 60' 131 9&5 1.] fib' 173 093 LB ]S 85 019 1.0 TB' 81 IS] 1.B 04' M T04 1.8 90' 61 659 1.B 96' S3 6f0 +A 36' d3• 'uo Bas Lo dB' 1d0 9E6 1.3 54' 110 fOB/ f.9 60' 1f4 903 1.] 66' Bd 092 18 ]1' ]9 BIB 18 ]8' fiB ]6t 18 Bd' S0 ]00 18 90' S1 660 18 9s• u 6a is dT 12' id0 BO6 1A 4B' id0 1121 1T sd• 1z1 +090 td 60' 90 90B 1.1 fi6' EI fi9] is ]T 66 B21 18 ]B' SB ]59 18 w• so rod I.e 90' 13 669 18 96' 3B 612 1.0 d0']t dT 1d0 1127 1.0 d0' 13d till f.x Sd' f06 1A] IA fi0' 06 989 1] 89B I8 i3' S9 Bid lA ]0' S1 ]81 18 01' 1d ]A 18 90' A 656 1.B W. A 6D7 1.B 4�. MA%IMUM DESIGN PRESSUREOFA 27fd'%1Po'bT0RM BAR 60fi3.T6 -JOR MORE SPANS AVERAGE SPAN'MDTH UPTO STORM GAR LENGTH UPTO DESIGN PRESSURE b FORMBAR ENDLOAD l 6TORM BAR DEFLECTION YIN) 30' 66' 1/0 110] 1.1 n• tao tzoB t.t r8' 1y tfd9 1.1 &' 106 106] 1:1 90' 93 f003 L1 b6' B1 B32 1.1 mr n eeo 1a 100' N 028 1.1 11d' S8 ]AZ 1.1 1N' 52 ]d0 1.1 36' 66' id0 1328 1.1 R' 121 1252 1.1 ]0' 10.1 1155 1.1 &' B9 1W5 L1 90' n -896 1.1 08' eA DJB 1.1 t0Y W BBO 1.1 100' S1 030 1.1 Hd• dB r8T 1.1 1x0' 13 ]/2 1,1 12' 66' R3 1361 f.1 IY fOJ HN 1.1 ]0' 80 1151 L1 04' ]6 101f 1.1 90' Be 996 1.1 96' S0 Wd 1.f IV s1 e]2 1a -Cl- fOB' dfi 'GU 11d' 11 rBd 1.1 120' J] )d5 1,1 d0' fifi' 1D0 1380 l.1 ]r Be 12d2 1.1 1151 1.1 &' fifi 1.1 1.1 A6' S1 1.1 I.E. d5 M769 1.f IOB' d0 1.1 1/1' 36 1.1 120' 33 1,1 MA%IMUM DESIGN PRESSURE OF A 1'%/'%IPo'6TORM BAR 605tT6)-30R MORE SPANS AVERAGE SPAN VdOTH UPTO STORM BAA LENGTH UPTO DESIGN PRESSURE IP3 STORM GAR ENO LOAD flB STORM 0M DEFLECTION Y(K) �, Sd' 140 1630 1D fi0' 115 1501 1.1 66' Be 13fi8 1.1 ]Y Be 12n 1.1 TB' 'fib 1144 1.1 &' S9 10E9 1.1 80' 61 990 1.f 9fi' IS 9]2 1.1 102' 10 8B0 1.1 1p0' 36 B� I.1 fi0' 40' 110 16i0 0.8 Sd' 120 16E9 1.0 fi0' iDl 1495 1.1 66' 88 1JE0 1.1 ]2' r2 12d2 1.1 18' 61 /159 1.1 01' 53 1p6] 1.1 BP d8 992 1.1 AB' dY 91J 1.7 102' 36 B00 1.1 66' dY id0 1550 S] IB' 140 1]]1 0.8 11] 1fi65 1.0 9s 1502 1.1 TB 135] 1.1se 12sz 1.156 U7�7 ns1 1.t46iD631.1d29961.1 J1 9JB 1.1 n, 02' 1d0 1891 O] IB' 136 iB]] OB 6/' 10r ifiEl 1.0 BO' 0] 1W1 1.1 66' ]2 1360 1.f ]r 60 12d2 1.1 ]0' S1 t1b 1.1 84' 41 106] 1.1 90' 39 1009 1.1 86' >4 938 1.1 uA%IMUM DE61GY PR ESGURE OF A Y%d'%IN'bT0(UI BAR 606Si6 -JOR UORESPhVS AVERAGE'STORM SPAN WIDTH UPTO BAR LENGTH UPTO DESIGN PRESSURE PSF STORM BAR FND LOAD (LB STORMBPR DEFLECTION Y�I dB' ss' uo 1n1 DB ]5' f/0 201J O.B 0a' 110 19D0 OB 93' 91 1rIB BB 102' 00 756d 0.8 111' 6B idd] 1.0 120' 6B IJ3d 1.1 129' Be 1236 13 130' d1 118a 1S 1°' 39 f099 1.] 66' 1d0 i992 0.8 ]5' 132 21Js 0.0 lrzs De]1 1561 0.060 1/361.0S2 R84T1051A02O.Bes 3316 1.1d5125x 13J9 f1W f:5 JI f0]B 1.] �. 1d0 n11 0.0 ]s' 119 2138 O.B &' 95 19n OB 93' n 1116 OB 102' s• lssa DB I11' Sd 1130 1.0 120' d6 f323 1.1 tze• ao 1x3a 1D fie• 3s nsr 1s 111' J1 fOB2 t.r ]Y 66' 120 x/29 DB )5' 99 LJS OS &' 78 f900 A.B 93' & 1i11 O.B 102' S4 i5A1 0.0 111' 45 113fi fA 120' 39 1316 1.1. 120' JJ tx3d 1D f39' 29 1151 15 ur 2s me9 fa MAXIMUM DESIGN PRE65UREOFA 2'Xd'XUd' STORM BAR (6063.T6)-3OR MORE SPANS AVERAGE STORM BAR DESIGN FORMBAR STORM G4A SPAN Y6DTH LENGTH PRESSURE END LOAD DEFLECTION UPTO UPTO P LB YIN) IRA? 59' 140 23s5 0.7 8D' 140 2616 0.0 � �=- 66' 11A 24H OB g ��6 ]Y 99 2220 OB ]0' 05 2065 O.B 7B' SO, ]3 1910 0.8 W' 61 191D 0.0 a&Ebb$$ G Bfi' 56 16I1 0.8 102' 4A 1554 0B IT6 705, 4 1480 0.9 N• 140 F535 0.7 60, 133 25n 0.5 66' 110 20 OB Z ]Y 92 2n2 OB 1� H. r0' 79 2057 0.8 Bd' 68 1916 0.0 AO' 59 Inf 0.8 W' 52 1674 1@' 46 1514 Be d'z 10B' 41 1485 0.9 m 2 51' 140 2111 0.7 '� Oy 60' f21 28I1 O.B H 66' 102Effi24290.8 0.8 n• Be OD �, n' rJ OB G� 0a. 63 0.8 W BO' 55 Be BB' 40 OB 102- d3 OD p ^ 1V 38 0.9 IB• 140 0.6 13 Sd' 140 0.] 60' its OD d Y giQp 66• Be 0.0)r 0f OB IT ®% TB'69 3 0B4bB4' S9 OB gs S1 1 O.eB6' ds OB `56 6 0- O A , b- P64TccnAt ox r - e: i � B6 �� d3A]nll]InL`LP xOIL VSE OEiI£BIIONS PMONOED MEN OEIFANRLNO NMIANN SEPNUMIN TO EU55 N Customer: RAMSAY #708 WorkOrder Number: 11262018004 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -53.4 74.25 57.25 93.875 60.75 57.5 9"o.c. 9"o.c. 2 -53.4 31.25 44.5 46.875 48 44.75 9"o.c. 9"o.c. 3 -53.4 190.875 97 188.875 97 93.75 O.C.6" 6"o.c. Customer: RAMSAY #708 WorkOrder Number: 11262018004 N0601 INo. n- il Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Anchor Spacing Storm Bars Inside Outside Oty. Length Qty. Length -52.7 74.5 53.5 82.5 64.5 6 "o.c. 0 0 0 0 6 ' o.c.