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Report (3) I BLACK &VEATCH Building a world of difference: WATER DIVISION 5885 MEADOWS ROAD,SUITE 700 LAKE OSWEGO,OREGON 97035 USA +1503.443.4400 I W W W.BV.COM December 16,2014 Rob Murchison City of Lake Oswego Lake Oswego Tigard Water Partnership Design Engineering Services for Package 3 City of Lake Oswego-West End Building Bonita Pump Station 4101 Kruse Way Construction Phase Services Lake Oswego, OR 97034 Work Order#209 B&V Project No. 175069 B&V File 80.1600 Reference is made to the listed submittals pertaining to the specifications Review Status listed below. a �CW'20 -moo 2 7 City of Tigard A• 'roved Plans — = co co B Date 2-44-- _ ° 0 p E x U v m Spec. OFFICE COPY Y °' w Section/ Z �° E 4 Drawing Q C Q o Sub.No. No. Manuf. Description V 086-R1 07421 Centria Metal Wall Panels-Structural Calcs Record Copy Engineer's review of drawings and data submitted by Contractor covers only general conformity to the Drawings and Specifications, external connections and dimensions which affect the layout.Engineer's review does not indicate a thorough review of all dimensions, quantities, and details of the material equipment, devices, or item shown. Engineer's review shall not relieve Contractor of Contractor's responsibility for errors, omissions, or deviations in the drawings and data, nor of the Contractor's sole responsibility for compliance with the Contract Documents. REMARKS This submittal is being retained as a"Record Copy". Review Comments are as follows: 1. Please refer to the attached letter from OBEC dated 12/12/14 for review status. 2. As a deferred submittal,please note that this submittal is being transmitted under separate cover to the City of Tigard Building Division for review relative to the building permit for this project.We will alert you when review by the Building Division is complete. Sincerely, BLACK&VEATCH V.740‘..itao Taylor Stockton,P.E. CC: B&V File Ho-ping Wei,Black&Veatch O BEC ENGNEE SG EUGENE,OR December 12, 2014 Corporate . 541.683.6090 LAKE OSWEGO,OR 503 o20.610 3 Taylor Stockton SALEM,OR Black & Veatch 03.539 4100 5885 Meadows Road, Suite 700 MEOFORD,OR Lake Oswego, OR 97035 541 774 ;590 VANCOUVER,WA RE: LO-Tigard Water Partnership BPS (Bonita Pump Station) 360.3142391 OBEC Job No. 560-20.3 www.obec.com Dear Taylor: Subject: Metal Wall Panels — Structural Calculations Submittal No 86.1 The Metal Wall Panels calculations submittal has been reviewed and are found to be in conformance with the project structural design criteria, and approved plans and specifications. Please call me if you have any questions. Sincerely, Gary Ra or, PE, SE Sr Project Engineer GER:dsm Enclosure cc: Nick Robertson, OBEC Andy Howe, OBEC . 0 0 Lake Oswego •Tigard Water Partnership sharing water-connecting communrtres Submittal - 0086 - 1 Project: 209- Bonita Pump Station (BPS) Description: Metal Wall Panels-Structural Calcs Category: Submittal Data Submitted By: William Chisholm - Pacific Excavation Inc. Date Submitted: 12/08/2014 Directed To: Brown &Caldwell Answered Date: CSI Code 07421 Returned Date: Revision 1 Closed Date: Current Status: CSI Code Item# Description Notes Description File Name °`° ' Submittal 86.01 - Insulated Core Metal Wall Panels Structural Calcs Revision Submittal 86.01-Insulated Core Metal Wall Panels Structural Calcs Revision 1 1 Package Transmittal Package Transmittal.pdf Submittal 86.01 -Insulated Core Metal Wall Panels Structural Calcs Revision Submittal 86.01 -Insulated Core Metal Wall Panels Structural Calcs Revision 1 1 Package.pdf Notes This submittal includes the Structural calcs as well as the revised drawings that show the various attachment details. 1 oft Printed on 12/9/2014 4:53:00 PM PMWeb SUBMITTAL FOR APPROVAL Page 1 DATE: 12/08/2014 Pacific Pacific Excavation, Inc. SPEC#: 07421 E REV#: 1 Excavation 1410. - Bonita Pump Station To: Rob Murchison From: Bill Chisholm City of Tigard Pacific Excavation, Inc. 79 N Danebo Ave Eugene, OR 97402 We are transmitting the following Submittal Package ` 86 - Wall Panel Structural Calculations; Rev 1 item(s) for your review in accordance with the contract specification # 07421. CONTRACTOR hereby certifies that (i) CONTRACTOR has complied with the requirements of Contract Documents in preparation, review, and submission of designated Submittal and (ii)the Submittal is complete and in accordance with the Contract Documents and requirements of laws and regulations and governing agencies. Please review and respond to Bill Chisholm by 12/12/2014 in accordance with the contract documents. Additional Notes: Submittal Item Status Activity Date Copies Remarks Sincerely, Bill Chisholm Diyitaly.yned by x5IIiam cnhhwm William Chisholm ON:zi'M' MIth n,..P. '""twn Date:2014120815 2192-04'00' CONTRACTOR (Authorized Signature) • FACT (i) 44,IRMA ° P7 0 23__i_____i____-___t__i__... no, o . , 1 I I I I NOmr 4 I 0 24'0540V ypgm SOUTH 1 1 I I I I r MEN 1M.FOR WM110..101 d H.nu 1 I I 14 t fi g I INN I"B;'DN•BR o seuE0 FOR ow•lwR.Tw1 4d rau ' rte. ,ll. .0. R_ ,1 B REY®wRRalsrla AM 4W4 MO 10.41 �_ 'MIW :�-MwY ,E,IIfJ,L R%wI1W BY OM 1 NW 1 T CONSTRUCTION PRODUCTS PARTNERSHIP WEST cT. BONITA PUMP STATION .Q. .�. EAE LAKE OSWEGO.OR IV m0AY Y KEY PLAN *OMEN "TIER SBiRT OKEY PLAN REF.OWG THE ARCHITECT-OF.RECORD FOR THE PROJECT MUST ENSURE NR BARRIER CONTINUITY BETWEEN CENTRIC'S BUILDING ENCLOSURE COMPONENTSSYSTEMS AND ADJACENT BUILDING ENCLOSURE COMPONENTSSYSTEMS NOT FURNISHED BY CENTRIC. CENTRIA 0.047e MUD MOON IIN A.,,10.0,1 nSI.MVO ON) "A4 RV/ASOIY T OM COP.,Ma [MN CBOIMk 0620.14 41798 4 040 JE 09.06.14 ORAMNOT KP1 SD - FLASHING INSTALLATION FASTENERS DIMENSION SERIES PN E HALV MI nIR LD EU s o MRAWRW,VE GPD INAON DOR ERIA ALE D MTRUONONON. CT 904 STAINLESS STEEL DIMENSION SERIES CLIP FASTENERS MISC.F 1 ].LAP HASHING.JOINTS: -•••• - • 47�ri Vi-.•MINIMUM ET ♦♦•'1 �1•.•♦1.14.1♦♦.:• BUTT,SORT-1p•BETWEEN PIECES WITH A e•LAP STRIP. �� 1/4-14 HEX HEAD W/WASHER 1/4-14 HEX HEAD(NO WASHER) ��*�,�9�t ��9•#•�9•#•�9�•Y•w•��o•9 4 FASTEN As PER FASTENING SCHEW SHOWN OEM. FIG. A ,0/4•-)0 HEN HEAD.SEAMLESS STEEL FASTENER,WAN 1.7. 1/•-)0.ES HEAD,sus.=STEEL FASTENER IMr1.�•4 F°9•i+••.,iii' .•=i r,•n4b•.••i i• 2.5 "Horizontal WALL GENERAL NOTES S.LOCA.RM..CGnE.SHOWNINFLASNINGIAPSNOUPSTARS ..STAAES59EF BONBEDEPWWASTER ••TR1: °°°•°°•°°•°.••''•NON• a.MEAW"a REMOVE N.MET.SHAWN&macs NON SLAG AMA MUMS AND ML ING ro PRETEST PAMrzo AS EaDEO m YAEOH PANELS wo FLASHNG ME11 PART,/ LENGTH POINT USAGE i.•+•••0.I•••••••,7•+•;•♦c•1 i•e#A••••••• & Vertical PANELS ACCESSORIES STANK YDME94YDATGnws 11..1y:a�f.0.14.f:^'�:<rsi.••ea•••••i•. SEALANTS SENANr RE- PART/ ®POINT USAGE ;S• : ;a::_;:;ti•;_:•;.F`°"NAw°,�PPOa'TS ..•�:'�'•`•:N., ••;.•••:' : SILICONE 999.•,,+9iwia ii""9�9• CORY 100403 ®�`3POY0 F•uunctm 1%:4•!•�i',1.�.!•S IfSf TN1N w EWK TI) •+❖,:.w••••J•#...•i i,i�:•.4#•:e••'#Y#•• s SENAXT CaON-MEMORY BEAD 9a LASHING.AIDPoRT STEEL --_ t •..• ..• 9•.. ••..• •714•♦9•• •O..• ....Si RECEIVING AND HANDLING //e A7, �I•'•o7.1�0� M3"•WT•L TH'... 11111111141• ••••P•••••❖••P1•.•••Q:❖4•s•:`4:4.4.•4••:" :T__...4,72:. SS THA"oR EW.ro \��A� �..� •♦•9#4••♦9..4,-:*.##••♦#. ,.NON-CURING BUT.I SAUSAGE PAOLETS BAaER RW Sa ..4i w ii':i::_�:i. c cA W'�'�'"� •i i•�•i•it9•i i:,....ei`i i•.=`.444.°9F.E 1 RUBINNC L_.HEN REINIREO o i t�•�iO�J••<#••�•i F•i ••«••'w«•i•��•a�«•.'«•.:9°••9:••,•09!:k�•i i i i♦i••:•:+:S�+iS°N#i•°•:•i•:•i•°•:❖:•°•:!°i❖:•i• UPON ARRIVAL O MI PANEL BUNDLES AT THE Me STE,TIE CONTRACTOR IS RESPONSRE FOR INSPECONG TIE (MOMS 237732 !ii"i Y•••*•.i�•i• IIIIIIIR I• 444.4•_ . . .•x1.79.4 ♦♦♦♦ 40.•.+ , ' •:i.e N• BUrn RUINER AND POLnswUTY ENE.USE AT F •••'T':i••'•••••••••.•*•••+••••4 0.0.1•00444•••••,'04.'..••4,4.••• __ GL SRW�ADEHS ANO DJNPESS ANY MOSMRE MUSTS REMOVED TRW ANY DANA OR 4E7 SEALANT IDENTIFICATION ••'.eT.]'•••!•!o.••.•.9••9••#a..S..4J•a•a9•••••.••••••!•+O•i?°:4a`.•♦•*•-•••••4♦ SHIPMENT FOR DAMAGE a AR S OBSERVED.A CLAM MUST BE nun w THE CARRIER AT ONCE.AM THE EXPOSED cONOnoxs ANO ALL LINER ••11•••:•••9.4•••TR••PEMYETER VAPOR YALE(MET.to MET.) •••■9•.■♦•.•!•'• 91'•s. ♦9'9"•'• •#�9�•��.�9�w��••••••••••••♦•♦••�T��••�A��•w•9•.�•4 r.f. DRIVERS DELIVER SOW WNR MUST BC I NOTED. :1.9.•9..0.4 Y.TR 9•:Y w,••9•♦9 MERE ARE CONCEALED.A4AGL3 ON SHORTAGES NE CARRIER MUST BE NOTFiED WITHIN 15 DAYS WIER BEINER,A Z.CURING BUM SAUSAGE PAcnTS. CONE SEKANE DOW CORNING 791) i�i•779°••�!•l •�.•1��•{` w•1��A9V.i•f f r w�•1�•1'•�'•##'.'•9.19.♦•♦•4#••••9•••�:•111••,". •9•• �•••�:•i••�••••9•. ••••9.4•••9•#❖�#❖i/ IP INSPECTION REPORT IS TO BE REQUEST.FROM THE CARRIER A TIME O NOnFYATMN. / TMEDUM-MODULUS.ELASTWERIC SEALANT. .N.:.•P•. •.•♦P•9•:A4•9•..,..8A:.'.•••♦•°'•••••Iii..•:..:.:;4••.•w•w•:'•.•....❖4.44.4•••.♦f1♦♦•.♦•Aw94°9•#91..•9 (U MPRU 95,BY TEMC10) `.M P•" •.••••.1.w 9••9 9 9.Y.Y•Y♦ 1.1.:.-�-- 1.e s❖e•�1.1.�•�4•��e sw•••.•..Y s--:••••4••i �•i❖••�♦•�•••�9••4Y••#•:i•94'.��9•4 PH OIi00iAPH5 O THE DAMAGED COMPONENTS IN THEIR ONIONK PACKAOS ARE NEEDED WHEN SUBMITTING A CLAIM. BUM RUSHER AND R SWU,YIEBE.USE ro FON EkTRUSR SPLICES AND...-REWIRING 444°4: 9*-1:�•0••N4'.•##°4♦• MON°•R1•a••-•#11•-••••7f•r4•1•.E•∎p•.•••.ie.•.14I 1•2.7.❖••••� ••i.9❖♦❖.•♦•...i••J•9•9•Y(4•••**,. 2.UL WALL xSM MONEMENT.Norz:IRONS-MACH,PRECAST 1.•P• ##•99919.••..•9••##♦. EODASNS.AND DIN PLACE)NAT ONE%POSED -TR9Yw.wYY•TR.w♦•♦♦♦•♦f•••♦.•9.91.11.•• • -• •9111 T•w.♦... kH TE OBEY,IMESi[VI[ANO ONONa. +♦••1..::.•••••••w9.9TeT,A .wee.........•i.,...w.j11•••.4«00••.•°1.,,,,q•4•.4.;iii'..;;;;•;•i•;;1iiiii•;iH.'1i PRODUCTS MUST BE CAREFULLY HANDED AT ALL TIMES i0 PREVENT DAMAGE i0 THE SURFACES EDGES ANO CONDITIONS ANO WHERE A FLF NNE E.Is �.:w❖.•4•�•�•w•j❖jjjw N•9•w❖�:R1 1••�1•9.w w 91��••4 9... •# ♦w.9.�.!N ♦.w S EXERCISE CAUTION IN VERTICAL POSTON WITH FORK.IRTRUO6ON D DI 1YO AS TO MEAN FURRED-FILP W TO MASONRY. •• ...9••••..••.•T••••.TR•...4•.Yw•••••...•••4.♦.•w•1919••.9. •URN(.)INCHES MBE,IMANEAnC.P®nONM SILICONE(DON COMMG 195) 115•••••:41•%••••••••••••••••••••••••••♦99 •••ww♦..TR•1wTR•ww11.1♦♦1♦♦•••♦199499 a�i1; �.��•-i•1.• RE B.UnPEWORAP SO AS 1 ( # fl ♦♦ti•♦♦4.9 w.www•w�99•.9w••w•♦w♦•♦.•••.:•��-1•'--•.•. � -9�..•.mow.X991 NL COMPONENTS SW f THE FUR&THE USE S A CABLES BM,0 MANTISSA A VERTICAL POSTION P POLYURETHANE OINATNE SEALANL/LARIRTO3 A MELIMN,OE YNN1T/AMC ER _ ♦.9 9• ♦ ♦ •w4171•• 1••••:i.••:::%O:::0 9:*$:.•1,: ::•.:w-•',....9:,•==i:.•{9:9. 9•:•••1'1 R LO.AND ME MUGS DO No LI e. HE muws oo w,USE cw s,o UNLOAD. ONE-C PINAma, usE Eo A TACT ar T RE E.s•o ER A S .I�y1 j f j ra*�.•••`�+..:.��::•• • ••:•.•i••••1' i❖•9••••-••• W.••••♦'a;•••i.•.''e ONEC wELN WWISADLOW AND ONNEET ..BAOmR `JOOOOOi• 'ssi wwOa�.O♦��•Pi:•4•0.0••0#!.!•+:D:•!i•:««+i4•i w•••9•i.i w!i• MATERIAL STORAGE �"a CONDITIONS G f9C D5ED L4 BACKER RW. 1 4-14, PANCAKE HEAD .: FW DIMENSION SERIES FA (LEFT STETOINGrS EHEEDIULE 0 FULL SCALE SIDE JOINT 2.5" VERTICAL PANEL ° � E NBO4LL uLTRA-CON■ie ac ELL N.0.IN PANEL IFEIO MERRY PTO TO MCI.PA.SEALANT 1F78-N.Sr 0.4 COT " Y �I'L�"u NISTALNG FASTENERS ♦ E 91M FASTENING SCHEDULE 'Z' MN `ACORYNST.E0S TISCNTNNa.ABOFU G■ " RraNR YN1 M. NBTALMNG FASTENERS I_ 0 MATERIAL DESCRIPTIONS �,�� ®I�� Ls TYPICAL PANEL INSTALLATION ( d �r IO `'a w„ d WYE, /B•NIX ALSO J ERFCO N NOT' ssLI,,��// p/.•k i/Y U!•MX. SUE ME OREM PANEL NOTES ALLOW AT FBTURE TO A•";�U,RRR NCIT-CURING r B TYLYL ANOSO — x 1/r rnE4ENTS EaE REt[ALS=r/Y m s• oRr AT PNn BASE ./SEAL IS NE PERWEIEII 6 CP[NINGS Q . Ty.� S FOLLOW PANEL DEMO FOR AIO PANEL ALP 'R K0 TEO.A.LGTRNS le NOCE. W(PM EL FASrtNEN(s) Ze,,,, .► 2,5" VERTICAL FORMAWALL DIMENSION SERIES FASTENING SCHEDULE �ok N I 4if P USE ONLY CENTR CUPS ERECTOR NOTE:To SECURE PANELS. �'4e 1}1i G A"Fl 1, FLASHING N�'4S FAp WIDE REVEAI RANFI NOTFL 11/r I,/ SERIES MARK 100 SERIES MARK 900 4ApR'hL FEET REVEALS 1 1/2T TO E.MORON RENFORO NAT BE REQUIRED AL THE ENO wPPGRTS CON'ACT CENTRA GAGE/TxIG NESS 21 GAGE/INCYNEES EY DESIGN•DEVELOPMENT FOR IENEW. SUONTRA LE: B c-ND cALr. wesmATE G-BO rxv. o-»-rR SMOOTH TENTUR0 EMBOSSED FASTENING SCHEDULE/FLASHING • • • ' :we, MA"N" °""tom mM. w':° :sue Arco GE TIMMEMMEM A I OERIICAL FLA ATTIC 10 TOTAL anlwIA F A91NG O p.m I SERIES MARK 200 SERIES MARK 11.1.11EXIMW WMF1a7W 'uiR,...Lii/E PAINTED TO YATCX PANEL PAINTED TO MT.PANEL STAG6JED �I GACE/TROOIESS 20 c-IRS CENESS INTfR IIXITAL FLASH •I1.OG • • I SUBSTRATE: SiuNLESS STEEL SUBSTRATE: I% ARRCAL PUSHING N STRULL /AS REBONEO PER GETNL HGtl TAMING 10 SnTUCi/AS REWIRED PER DETAIL I TEYNRE: SYBOM TEYNR;: MFpIAT ABBREVIATIONS wSM� OG I WW OPENING B A.DD "° N .. F A M m � :/A .". M Fu FEnw a STAINLESS STEEL so-rrr0 "/" ALUMNUS 0-AL GFAVAWIE 1/ STP GE EDGE INSTANCE 1• RT�3) A r ABOVE 11050(0 aaw MO GALL X. :CS a STEEL SECTION A A TI• .-_ EXTRUSIONS TOP a0s 0000 GE GM GIRT BY ANTRA UNO USIESS NOTED 011.111 E A DO DOOR APENIXG a GRT UTE W/ Y1N ORES 100 DRIES 900 A VII L\ PA,, TED DAY LIGHT OPENING MOM NO INSOADON WO MOOT CPTAING 't E/ END 6 NBC NOT BY CENTRIA Q C0.G1 077 Moss COLOR NM 4 ¢ EL ELEV.nON NP NO PLANTyl ,GRD FORM ■v0. WAk 14�" \I 8 ERT EXPANSION PEI PAWL Ymlur A4da fffl fflfffflVV Cl EN EYD U90N PAIL .M. NO woBB ILLY mo N A Ase TOPER ! OMYER ! DRAWING PREFIXES SERPI 1101101 1 NET PLAN W NORM E,EVA„DNS SE .PANEL SUPPORT EIEVATOM PANELS `a'" COLOR _ aXERAL NOTES 110.YNOOW DETAILS SO .PANEL SUPPORT DETAILS f1X1/1 E PANEL ELEVATIONS 4 SS SHOP FABRICATION OF MESH FW91 O -. a •9 4•.�, D ROOF PLANS FF PANEL SUPPORTS ALLOY ALIDY .PANEL DETAILS Flab FABRICATIONS PANEL SERIES: 100 0 F FLASH SNETGIE0 EM.MODS MIG.FS5/GRGDOX 1!• /VEAL 1ELR91 TOMO FS SHOP FABRICATION YU IIOGX-UP TACO. 11. I J,O -ice FOR PANELS AND TRYING J-II001 TYPE/JT FLIES 001/510 APPROVAL STAMP RENEE Sa IX INC NELOYMPY MAT FACTOR.»FN,®NONaR.W eSWG.YPAIaTODATN DSA.NIgT,PANOPF.0PA.TYeE DRAWING SYMBOLS -MO N/A SOO AT TM .�EOMSAIVLATTRNbMWPAL DRPA.T"RBYA.®304.FA.TENTIMG®YE4..RTT. MEE a RR.IRYO CFTaNOLE OPM PA MI. OMMTI NENOMMONS TAMING GAGE(PER CHART) Y TYPE N/A :ACOGITROA 11 ADOPRO YT AMENTIYENaa MIN TWO FMMONSMEMOAN.TO EFLASMNO SCION MARL W NUM ON GROAT a 0.11 xotawT/MON IYBOI'G1 PAM.OD03110 101Y TEXTURE N/A TM umaNTS PAM.MOWN ON QM TwuVTHRO I�roN EFRLOTa11A110140wo.RTt' OEr0GV MAIM AT p F-NON g PANT MEN N/A ME V N MATEOLOWINMni IRO MX PeYYTwaNE 1TrMORO.IMO eroCNECT TM 0 OCT.NMmE i0—SECnvI LETTER vr ow. N/A 1IM2 TFE YAMMER.u.urFeE11M1S11EWE FADEMALLmPONMWR wwTNTTEFACTOTrNSTNLEO ��OETAR auwNG TIMBER ®--DNAWNG a'SECT. rel01YLOWITTRYY Nn.aRwGYrtnArTTeuI.LO..TW..vaaNREwsrwuD FOOTING C M(PUS CHMT) GF¢/1"IG.ESS: SS THE OP AS A MO ouoeY�P.M.OMNONaWYY FOOTED.rn BUTYL MEANT IFTAIL IDFNTIFICATION SECTION IDENTIFICATION FLASHING IDENTIFICATION 5 SUBSTRATE' MN GAL! PANEL CLIP ; TEXTUITE: WOOLS t PANEL Cwwnn T wTKC PATIEN FIAT YPAINT 510105: DUNAGA. r rw DwoLYL.SERIES YAa OGEDR: 1z)MOSS { FFm RENTPIUrors MOP COAX NC DEC FRE:awl0/05/0000 IIEE:l0 TOTE OFT 390 EYmuSaX a—®SP-000—EXIRIAYI TONER// FORUM"COLOR�® 1 100 GAGE SE SO //// / TUa MAR O SUBSTRATE: D-00 GLr. /�/ ®SP-000-SPUME MARX g 0UNIN 11 M SOY O PANEL ELENAnGN 8 1DfNE: fYY® ALUMNUY OOP ®W A 1.WIDE POND SIDE. 1Y1 IfMQ1115 AYl k' SPIKE COOP/ BREAKER TAPE-BAD WEARER pAMEI Cat SYIWAa PATENT PLANNm A-ao PANFL IDENTIFICATION a P�TsnRN: Pa CENTRIA • IT CAGE STEn EXTRUSION IDENTIFICATION z Boom ARCTIC GE ,MESII,O.O ENT 111/91OP CAULK: NO/YES IY1 MOM MO TRY MN IT.M IEIY-1111 Paw(Ill)110-108 TIE(111)•••IT A TSMC niT1E!, 0 GTE CONTRACT W 1 =AO FaCONSTRUCTION 19M n.na. CUSTOMER: CONSTRUCTION PRODUCTS NW MANN C95.E1154 06.24.14 41 798 C MOO TO COMINIeROR SOY NTT 14 TIED Fa P17Y1®ON .0 OWNER: LAKE OSWEGO-TIGARD PARTNERSHIP GER. JT 09.10.14 .MRUIO N.• emir A FOR APPROVAL BOW 00.19.10 PROJECT: BONITA PUMP STATION SECTION G N 2 1 ISSUE 0[SLRP1190 BY GTE LOCATION: LAKE OSEWEGO. OR YANA•A TYPICAL VERTICAL FORMAWALL pA N PANEL INSTALLATION "DEN.pn, ©�0••:,q�;T (NOW P.mOCw c;VARY f rmicLL rDN �Lyy'0 . ••••TE \� ORASNOSJ ��` FORMARNL,-(GOO).FDIYAMLL S.!•FORGING Y.FORGING DRL. la 6`.1`� ••, \ ��a� FDRMAYNl ST.rgbIAYAILwJTO°%MO FOIYAYNF.]TDYO -.{, A� 4,,, IV INSTAL/DI m GAME FACE Or SUPPORT STEEL FOR MYRIAM 'ter SOLO ENSURE HARM A CONTNUO.SEAL 901 AS �t trr� E IA�4�py� •, VI Of9ANZ FASTEMFNS Ara CAPS w SPPDnTS IF Mr �t c� `V `ll Be,�1� TXE9E ITEMS NC FORM MO WIaT E REMOVED AVO ql MEPAIRm. r Iv �t�f , REQUIRED STEPS TO INSTALL A VERTICAL PANEL CUP rCf CrtV �TyE 1.POSITION TOOTHED END OF CLIP AT FACE METAJTOMI t`P TOR FIB SEALANT Nm PATpI PLATE 4 ��1 INTERFACE AND PUSH CUP INTO FOAM. Q t_ 10.•2.CWAP CLIP TO GIRT.IOPTIOIW_I `v , 1 I f� J.USINGTHE CLIP ASADWLL GUIDE DRILLTHE O \ I r �/,t RECOMMENDED FASTENER PILOT HOLEIS)AS DESCFUBED BY THE C / R..- :AN '1 D MIYm METM BROM PLATE m SNIT �t� '\\ CDpRRACT UCMAR�TWTONfi E ACCESSORr COVER SHEET AND 1 ��i ff 1 T'IT BROM PIATE CNN EE maim FARM FLA9.xc �� A.CLFX3 AWAY ANY REMAINING OHILL 9MAVINGS. ' 1 l ti o\1'�k ARTS OI RATING GIEIBA. �• 6.P051tION THE CAUII(ING GUN NOZZLE END ONTO THE N\ rY DRILLED HOLE. WMIIIEAPPLYING PRESSURECI NMNTNN "N, �I N REIO APR'1"..;,11.r.,. \ , FIRM CONTACT WIM THE HOLE,INJECT SUFFICIENT 'Wq�EIIgI ,BUM 9EALA NON-CIIRIHG BUTYL TO COMREFELY FILL THE DEPTH OF THE MOLE. •A( NC PLATE Of Q INS BRIDGE 9FiNANT APPLIED TO THE FASTENER MEAD WILL NDT SUFFICE. 9e�J� PLATE 6.APPLY THE CENTRIA RECOMMENDED FASTENER �O PRY BROM RATE DER USING THE PROPER SPEED SCREW GUN -w GP N SUPPORT. TO THE PREPARED MOLE. CC (IRKS 90 MAY ANT 1�`p p. ION wow" INSTALLER m NORM.THAT PANEL ` NT �) BAS:SP ORT X BET N SEALANT. `, 'V LT T o11 o�RERM `' T S)E-SATE N9PlµCA PLATES PPoR C d f0ANEO META NIOCE RATE m SNIT T SER R NOT O BERKE T. SET w SEMAMT A CDIIIat GI gNANT Q BN02 PLATE WI E ramp 110Y FLl9wIC M b OF LINING aunt at!IKONS ru'S DR GATING MATERIAL V BE REQUIRED MO AIPIEO GREEN AT PANEL FASTENERS SAN MD SIPPWT m EIA.LNATE M AND EATER GILTRATON. PIFb 3ASE SUPPORT PREPARATION / "+N I" AL,� THAT ENLER TO INSPECT FACE CE SUPPORT STEEL FOR ANTHEM MEGA= w/ �\ h�E""p19 4 N� PREVENT HARMD A CONTMUDIS SEAL SCH .RAMOT GEMS OGINTIMI RAY YMY TD imm maw.. ,F1 GLOOM BURRS.FA9IEMERS Ab CAPS SUPPORTS.IF MY \ RIM GAM RUn�ANRRaRU mum,tAAUFw DRUG IN w/fY. ' M MSS:ITEMS ME KUNO MET YDST RE ROWED MOW ROOFING YEY9IANE E• EAR L'�,L,T.L; REPNRED. GIG•EGG. EIEID NOTE: 4�, ^L*�n'wA.T TO PROPERLY MAINTNN PANEL k1V' O P '•i YDE.O AND EMBED THE FACTORY 4('�l A • INN +TP U.IEn IN TIE wSTALLA m wsP[CT FACE M SIAM.STEEL FOR unnNlc SIDE JOINT SEALANT.THE PANELS EETy IYpgASE lN�ffff� /� e E F:71.02:::„71.:A 11MT SDNO PREVCNT MANNC A COIRMUODS!K lI1ON M MAY REQUIRE A JACKING DEMCE �S. k CO, . ,I\f � py GLOM IRAML iASTElE/6 NM DAPS N SUPPORTS.F MY TO SLOWLY AND CONSTANTLY ERT W Q ff BM1R OF THESE MRS ME FUND T1EY MIST BE REMOVED NO OR 11A%► N ACNK PANEL REPA.EO APPLY PRESSURE AGAINST ME h Any4�1" E SUPPLELY w 6AY PREVIOUSLY INSTALLED PANEL. "Y v RND.N A ON O FORMED GM 9102 PLATE m SNIT 9 q£PLATE GN BE FLEMm FIIQM FIASNNG 11 O ■ ruTS w aATwD YATENAL - �\ 1 11111', •• •-.-•,•• r •SHORN „a LFLLLSIAj6i.-JFLLA / A FIELD VERIFY THAT THE FACTORY INSTALLED NON-CURING SAN MO JOIN)N F. BUTYL AT THE PANEL LINER JOINT ISO CONTINUOUS PROPERLY SMICRAK SMPFORI SIZED BEAD CONTINUOUS XT'OSION OF PANEL ENDS F.INJECT NON-CURING BUTYL SEALANT INTO ALL DRILLED M SEMNNr MONO M FASTENER MOLES. BuTVI ON GIHTS ANO EXTRUSIONS AT PANEL ENDS AND PETBYETFFI Cr THE SINE G.SECURE PANEL TO GIRT WITH A PANI-I CI IP AND PANEL FASTENER RATE PEEL BACK ST OPENINGSSHOWNXP SETNLS. �� APPLY SLOP RATE OVER , C.PEEL BACK HOIST R LIFT FILM t0 EXPOSE P THE PANEL PERIMETER. OR FASTENERS O CURING B IN MARRIAGE LNG SCHEDULE. CM N SYPPORT. D.PROPERLY MOIST OR LIFT PANEL INTO POSITION$EYEING THE N.FIELD APPLY ANON-DURING BUTYL FANGIAGE BEAD OF SEALANT AT A PREYOSITIONED SHIN(SEIFSIOMMNG EXTR THE PERIMETER SEAL.THIS MARRIAGE BEAD IS TO CONNECT TIME 7FEREMALE.u:D.ON . O ENSURE THE iOP OF PANEL IS AT ITS FINAL LOGIEN FIELD INSTALLED PERMETEft SEA WTLH THE FACTORY NSTAII cn E ATE END HEIR 011T OFF THE BED SEAANT;W NOT SLIDE NON-CI:RING BUM AT THE LINER JOM WMEN PANELS ARE INSEMIID�`r �� tttttttt OVER SSUT FIGOENTEGONTACT SURFACE SO AS J(HEEL))BEAD TO SEAALT E JONTTBEIWEEN THE LINER AND GIRT ALONG \��'� �� O tA GUIDE BEFORE I MAKING �P S W9FAIGTEO AGAINST EACH M RUCK T X COVER ERS SEALANT OVER EDGE OF OVER PLATE PANEL JOINT AND TOOL EL JO HT OF THE J-HOOK. ��• TOR EXCESS SENArNT Nm PATCH RATE t?ttft,,,,,‘ DRILL HOLE 512E PERIXtILLGWiF USING THE CLIP ASAGUIDE. URO Ay Tnl_wSTUL e•a SSUE1 GTE:8-1.-1L tt �/� t (', FORAMS E ' ttttttttttF TYPICAL VERTICAL PANEL RA ANNA INSTALLATION FOR CENTRIA FORMAWALL DIMENSION SERIES >TACK SUPPORT PREPARATION COPING SUPPORT PREPARATION /IN KANRIYAMPAM NNMMP.PAMIN,.N PM!MIS P1.480, PAL(EN/A-WE MT GTE CONTRACT NN ISSUED FOR CONZrswnDH I''^''A CUSTOMER: CONSTRUCTION PRODUCTS NW MAIN Ccdn.11 0E-24-I4 41 79 8 c ISSUCB FOR CONSTRUCTION 2004 NDN GAL. OWNER: LAKE OSWEGO—TIGARD PARTNERSHIP cNECNED JT OB.W.UT OMNINO N.. E REVISED FOR REBUBNSSIOM G.O,.EC S FOR APPROVAL 502 02.,D.02 PROJECT: BONITA PUMP STATION senMM G N 3 1 L •ISSUE DESCRIPTION BY 0210 LOCATION: LAKE OSEWEGO, OR YAMMER =W DIMENSION SERIES 2.5" NETT SAW FITTED NMANON-ABRASIVE /� 11 DE OFSCNE0 TO PROPERLY x'o zs'PXLS TONE SAFELY CUT mEET STEEL =IELD FORMED TRIMLESS ENDS (flat panels only) RAINS r LIHERS:E �.,`I;D - ?, ."- sR ORE ONLY WHEN SHOP FORMED TRIMLESS ENDS ARE NOT AVAILABLE I.O.FIELD CUT TO LENGTH PANELS. 4D '2'°,A D,s�' aMOnKEwAOS`.:c,: scI"HESATRN°IINC ��/ Y� MACE 9DE � T� IM wHOAU Ax0 uETkiE� /��\ 4E�, SECTION A 4 Rx"�RO t kD''NN ��►� wT MARE"'^. REEIr�No A , gnuR MNNLI Flr¢T wT 4 V 1 A / �........................' S QIT •+t - P NOTE: 1_® ' PAHa FACE M Y wT aYEMmON F015 zs•Ma � usE"PERPEHGGAAR vRO.ECnW a ME PWa SHar Ar nos MACS DIFFERS FROM M Erro TMAD As A cola TO START/STOP ME wT. DD NML wr 1.1.1,ziftkkLeort: .� sTaoARO Y SCE AND Y WOE `� � �� ATRUR[ANY a THE PANEL FADE EXCEPT THE a»ENT � FACTORY TMYLESS ENDS N FlEU CUT ENOS GASKET. FOR VIEW B1 A 0 Q ElO ^, 3.HELD TO MARE A SECOND CUT THEN ME USER ONLY.As FINE-TOOTH REOPpNC..ETµG SAW FITTED NM A J• 2.MAKE MST FIELD OJT MRU UMER MM A NETT SAW, mlaw ABOK AND BY SEW ALL THIS CUT Is TO EE ORTgT ,PROPERLY AND WILY OJT SHiEETT J SLAM COMPLETE TIE CUT BY CAREFUL USE a A RECIPROCATING ] ERW M vgEMWS MST OJT AND STOPS AT A 'Q` F, SAN ANO ME METAL BLADE MRU THE 9CE JOINERY Alp PANE.HEAD IxS IN T IS NM M TO A SHEEN ATM STEEL wT MArzRIAL , / ' DORM TO TIE NNIS W THE FACE SIDE.AS SNOW N TINS CUT a REWIRED O ALLOW TH Nog ♦•� / scnaEA FOR THE ENTIRE'MOTH a THE PANEL THE NDTH wAPrpe TO SEAT PROPERLY AGAINST ME nmoE RACE •y(� \ OF MM CUT FORMS M TRIMLESS ENO DURING THE eRAKN s. N R 1 WIELD INSPECT PANEL FEN ANT SMMJ WS,M SCE NnnTIALL AS SNP.ix RECIPROCATING N.A w REMOVE r.cE PANEL FACE ��/ PROPER PANEL LENGTH N THSENO ACa OF THE TRIMLESS END(sl PRIM TO CUTTING Ara KNOT.PANEL Y•sr MEAL PANE, ,,N� MDSE ADAPTDR VIEW B1B D.A g' ONO o ylrfR .._ iii FIELD NE7o, g r�4E xHO DE T M NOSE TOR MUST RE NOTCHED SO THAT IT Dan NOT DEP.CCGID CU EXTEND TEIWW THE SCE 6 r ...Aa �- ® CUT .CUT RWD FLUSH SECTION B J , SECTION 1WIU SEW.WT ® ®�. rINSH wT0 NEPlL61RST ? FIRST ' 0014;,,,.. ., IT IS RRECON ICED REIN{ FlFID DYE M yzvg ® i "'W""'I• AND SEC AN D REMOVE AM a NERF Cui EACH YWULE ` 1■ ® �� 1110 REVEAL VIEW D2 N .°� THAAAT REMOVED BY THE ��• '`.f was DF PANa ILL NT IN PAMa MIANE 0 a,, K F a S I R ® (NmWI FDq x'PArEL SHAW) 4 AuDWS a pTM _ / MATH AL -REMOVE \i-z k t 4 lz 4.I® .5.INSERT PANEL INTO PANEL rAK _ RENAL AT AT OJT °�O q\>,,,,, ® AS SHOW ALIGNED NM ME NOSE E ' n∎ TO FINISH SAW CUT AL FAQ SIDE\ O ADAPRR NOitlHDURAG IN MEW Ol M ® PANELS EMOUSi Y AREC TED FROM D r Y E SNIPS FROM EDGE OF PANEL i0 lit\4111111 \ AMRAmW As NET ARE NgRTED A KEn rf nRST wr.MANE wr a 0 PREZ. sT AKEN. AND 4.REYasE uMR MArzwk AR DAM.wr rDAM HUSH TO "rt Wl tuYa uraEitinc FACE ® PRECMInONS SHOULD BE TAKEN. M SGMPE 9CE WRING TIE iGrMG a ME pURACgT PANElSEUUST Y PLACE MWEM`PANCEEL As�SHONHC ABOVE l.DNRE�� EACE 9DE W MAPLE,END.YE RTE D.. OF M WINLESS FORMED UPON TH REQUIRES 0 tx5'W DE FADE a TIE IAHEIEO TRIMLESS EMS'. sro .D Ma uRETNANE YAW. NDTa UE As REHOM: C rHH�PAMNCL BAY 0 87.0 VIEW 1 •//�I TM' ENO DOES NOT PROTRUDE BEMND THE a PANEL HEAD AT FACE v � l/ WIC)...NOiF: M ale»r PROnLE.iHNS Horn,u.ors F PROPER Dr. / "NEplp®t rM nT �rq ¢EMk1a MEAD ERECT45 0010 AL STAGGERED TCHTN MY 5 ,,�I 'Ill- .., � vLDHEAOYLU \ .............S.NAT EX ■ W SAO. h• J. GM)]IA-AWOL N� ill E�y, 6..Gr MAr C Ira NNE a Mar R —ENGA M NOSE "PA.M.-ES :7,,/� I� MO Ao WE r RMMUNI 1NE CUMIN MartES s0 MAT M Nog CET AGAINST RPUE ruRET ANE sFAUNT IF T M r r a Mf 9DE RO EDGE IE EA¢ - /� 744E PM&MEW AS FEOU D A MENTON MNNOIY CLAMPNG PRESSuRE ACROSS SE WIRED.TH SIDE HOAR Eoa a PANEL MI6.FIGS A EM.III A IMM*MM L 1NAT LIRE PAWL IS IEIlaOCura Ai POLYUUR MANE SFmk.WT 0»CET IRRF OF FIRST CUT. ,'.P • RE WID U[A O 1NE MOVE■NMTAISSM M MEN Mll7 MRI TFE MME.Mwc EI6_G E 5 A NTFO T CMSE A. c Gm&A M SOWMahl T M NAM M MANES amm A rR an FDr M ..�dIIH B.FIELD INSPEC [ rNM.CE END AT THE PANEL HEAD NOE ADAM=.LMT SE 1E-POM11pND 1QMAlLW Ma MO ROTE LV N LIE MIME • AND Paa BAS.REMOVE LOOSE METAL AND BUIMS IT MAY BE S�006 LASE 7D Al1AY FOI UIEMAIIC PIA MIXNL4 w NECESSARY TO SLIGHTLY TAP M TRIMFSS ENO NTO PLACE AT TIES AREAS ANO ROUND OFF ANY METAL THAT WOULD AFFECT THE FNISHED PANa eAY 7,ipOR TINxrtE55 fN0 BY ROTATING ME YNOIHG l£K LP r0 A 9P AHgE.W OVER APPEARANCE CE M PMIEL,AL50 IF REWRF➢TO ONEA 6 M TWH FIRST BIAYE a APPKONYAIELT I'IS REQUIRED W THE FlNSHED TRNEE55 END. aD SOTIOY R M TTED TO ENDS MM P0155 NOSE YCH. IF IS ALL 5 AFTERI wT- YAlai CAN Y PAMTED TO SATISY A SPEGAL CaW MATCH. REMOVE MATERIAL REQUIRED REWIRED WRACAST.UM THE PUMISHED CENTRIA TwGI-uP PROCEDURE TO VIEW 2 BELOW wT t AR P REPMR ANY DAMAGE PANEL BAY AT FARE 480E I R ' R FIELD FORMED 9.FIELD ASPECT ME SHOP INSTALLED NON-cos.HUI,SLAUNT Ai TIMIIE.6 GCE G TRIMESS EN0 NOSE O TKIMLESS CEO M PANEL LINER LOCATED AT M PAMEL 50 5 VERFY MAL ME NOY AGAPIOI APT -AMSTED— SEALANT 3 CONTNIaui IF VOWS E FM.THEW uusr BE REPAIRED ARFOR uREMAME PAD LI R RE NM NON-CURING BUTYL SEALANT.a TUMNESS FORMAy{L PANG'.' i9 Fa...,PANEL ADDITIONAL NOTCH. •. FADE SIDE Ai I W- CF NE f11,5,IEL01N0 DAL- __ 15411:10 SATE.0eix0 o- =RECTOR NOTE: lug OmTW IA I A I IA� .H-CURING 0BUTYL SEALANT DURACAST PANELS REQUIRE SPECIAL \ 0.1x'0 T"`ICE SHORE M Ntip BENDING LEAF 01RWETER URETHANE PAD YNOMG LEAF V. CARE IN HANDLING, CUTTING AND + SIN THE wS E ETMa / INS YACHT,=ORMING INCLUDING THE PURCHASE OF A 3 EA D a IRE Y"DING 3 C E A T R I A LEK Ara K0EEN PANa VIEW OF COMPLETED 0.125"._THICK 80 SHORE A OUROMETER SECTION D ao BED Dr oast SECTION D1 JRETHANE PAD. 0510TH v50 0 TOT &iNtL SECTION RsP""i alma via STANDARD FNIS am ouADAsTT RwAME TRIMLESS END PM uMII rANRr MOM MOM Tv.,AA 1MRM(488)EM-MM ALE(au)s017 n DATE GalltaT a t MIKE FOR WMtROCr ON sw tt.n_A CUSTOMER: DRAW •CNdn.tIs. 06.24.14 M - I FM aaM7CemM gr _a sN.tA CONSTRUCTION PRODUCTS NW 41798 N mesh IoM GMIMLITEIIOM a A.NStI OWNER: LAKE OSWEGO–TIGARD PARTNERSHIP CHECKED JT 00.05.14 36ANnc 'lour • FOR AMMIN. o» ••so.tl PROJECT: BONITA PUMP STATION G N 4 1 Hsu, DESCRIPTION n DATE LOCATION: LAKE OSWWEGO. OR - G MANAGER FW DIMENSION SERIES FASTENING GHT ERECTION) FULL SCALE SIDE JOINT 2.5" DS60 VERTICAL PANEL A Q 1 Hd-aNNG SUrn Ee©. It MmaE 1.9.111A-CON•,rac FACIEIM SEX FASTENING SCHEDULE [liniti = I�� - ,2p' ,ro' wsTAL7iic rrAiii cns� f li FLL MOE N PANEL FALTER./INSTALLED 00-CRAIM0 BUM SEALANT I NTN MEM-DINS iIELEI vEIOFY PNa to ERECTwc vANEL TNAT THE E a MEWL I. � I MATERIAL DESCRIPTIONS wrnro ALdl ISTALLm SEA ANT�c.wwue A»o u w� MELD/R weanT PROM rAliniEMENE NSTALEA•iASIOpQ REPAIR NN-LSNNG BUM. sD-m-la.sx'o.c NAx s••,-s/a• TYPICAL PANEL INSTALLATION •.�I'` .G- >e-1B�' TED NOTE (i i6>»4; �A c NON-CLANG BUM SEAL IS ALSO REw RED AT PANEL ENDS AND a SHE 11Ak<R THE PERIMETER Of OPENINGS FOLLOW PANEL OETNLS FOR SECTION A—A .ti j NUO S•C6IC APPLICATIONS. K Q .R 1Y MODULE sG-73-19 r .10 Pu[ sM/PAN iwh NER(S) • • • 'L"w`'L N (r/Err, pq FLASHING sE' IN I f' tiE� FORMAWALL DIMENSION SERIES 2.5" D560 FASTENING SCHEDULE NrMiq HeAO ERECTOR NOTE: SERIES MARK 100 SERIES MARK 900 tAe USE E. Y CENA/A CUPS ARO FASTOrns TO SECURE PANELS • • TES MAR GALV. DA¢/n9OLOEts 22 SuRSTRATE. C-00 FM GALE SECTION 8-8 J hoaUIE 'MIME OMOMED FASTENING SCHEDULE/FLASHING PANELS °A a�GR AM PANEL SERIES 200 PANEL SERIES: 300 VERTICx MS,wO To PANE, HORIZONTAL FLAMING TO PANEL SERIES MARK 300 SERIES MARK 200 n.rwES/DAlcllNr ze• /VmT TIIGSRS/oi•CUan Cr /MDR GAGR/INGNESS 22 SAGE/TnarrcM 20 PAINTED TO MAT.PAWL PANTED TO MATCH AN PANEL MODULE m• ROME lY SAMTRAIE 0-10 DALV. SUMMATE STAINLESS STEEL Nr-NIOIX TIRE/n FALLER OM/STD M-NOM TYPE/AT FLIER COI/ST0 MEDAL 9.061 TEXTURE S11WiN T VERTICAL FLASHNO TO STRICT/AS REQUIRED PER DEUR NOe2.TAL R,LdINC TO STRICT/AS REQUIRED PER METAL 0AOE/nIaNESM 22 GAGE/MIIXKSS ZS PANT DIA eRMFOI ACE a AO Rd d OPENING O•S RAh: C-20 OALV. SUBSTRATE: 4 10 DAL./. WT �Em MAY gar f qTF ABBREVIATIONS rd RNSHEO Rod SM OOUOC TEXTURE: SMOOTH 'MINK: SMOOTH VA GI t. ALUM ABOVE N GH o FLOOR C-AL si VALMIE OP OF STAINLESS STEEL SURFACE PATTERN: MT SURFACE PA ERN: MT T(5 A M cA cAEE os TOP OF STEEL W PAINT SYSTEM wnACAno WCC PNNi S S EM: MAWS/ EXTRUSIONS a/ BOTTOM IOF E CALV G.ALVAN12Ep TM TYPICAL i i COS CLOSURE MC ORT BY CENTRIA UNO UAIESS NOTED OIHERMSE COL.: 077 MOSS COL.: 0910 FASHION OW 9EIIEB 100 MRIES 4hl flrf AN DO Doan OPENING GL OLµT LINE MOLE "/ NN 0AGE 1,� a0 OAT LIGHT OPENING IMSL IRSULATOR N) DON OPENN0 SHOP L ULK NO SHOP CAULK MO MLR 077 MOSS COLOR -'E E ENO O NBC NOiPART Y CENINIA Y'Si.. l/( p EL EIFVA d NP HO /TH CKME55 22 OAO/MIIXHESS 22 P11•1 DURAGNM FINISH PM SLBSTRATE 0-10 GALV. MIBSTR01E: 0-90 OALY. ALLOY 0090 ALLOY ERR ExPAsucti M4�4y�\�� \_\�\``I\(I ,l` F� aq E EKmuSd MIL -PANEL Mm . TURRET TExTURe EWES= mMCR T5 TEMPER Ar.MAY V Se k S MOC PATTERN: 4. LR".PATTERN: PLANED V ' DRAWING PREFIXES § PANT SYSTEM POLYESTER B PINT SMUT PCLIESIER 9� 300 SERIES NP a,',,--... N:=MN000[LEVATdS SE •PANEL SUPPORT[LEVAT.S COLOR A00010 ICE i� EQO! RACAL Ili COLE nil iNgl NAY LAaI d - 00-MOOR 00 50-PANEL SUPPORT OETAIS — �� E PANEL SKETCHES SHOP F ExP NT PAW CAULK NO/YES DP MT/VW f%MAN NO/MS i1N•, OMIAOMD RRN9•I A _ II.{�� .S N 55 6 O 1.1.; © D -FLASH Oµu[s FE -FELDLFAMCATIONS ALLOY 15 ALLOY III �. 14 F DA-MIMEOS TEMPER TS 'TEMPER �� ^ ` r5 -FORP AND I OIX-UP / O •N FOR PANELS AND mMNc OAPPROVAL STAMP A. ELD VERIFY THAT THE FACTORY INSTALLED O.SECURE PALEL,o ORT WITH A PANEL CLP AND PANEL DRAWING SYMBOLS METAL CLOSURES FOAM CLOSURES FASTENER OR FASTENERS AS DESCRIBED IN FASTENING SONLIE NSA CONRNwOUs ruLL KAO.REPAIR NTH Hl USING THE C.TER HOLE WINE PANEL CUP Fd SNnE SERIES 300 PROFILE DS/30(00701) M AS REOUIRCD. FASTENER REQUIREMENTS AND MOVE HOLES NTEN TAO M9.44 GAGE PER.AT) B.APPLY A adrnNUDUS.0/5'11 BEAD Cr FASTENERS C?NRSD.TTME SarnDEAHaES MAY BE USED FOR M SERIES M, CLOSURE MARK 0-3048 MATERNAL MI MI ORES Al PANEL ENDS N OS F S''"........ FL/i9M GME/nR.M[SS Ea AND PERIMETER Cr OPENINGS SHOWN. .�MAMA lOBm9 HELD APPLY A N.-CURING BUM MARRIALY:BEAD OF a DETAIL NUMBER N��SECTI(N LETTER v -11.1 SUBSTRATE: F/0 GALE E.DETAILS P THRQId FOAM Ai EADL SEALANT AT THE PERIMETER SEAL.THIS MARRIAGE READ IS To 51 U.01*0 PANEL CLIP HOE AS REWIRED PER AIRY THE FIELD INSTALLED PERIMETER SEAL NTH REO IN SURFACE TEXTURE 9MOOIN USING THE CUP AS A DRILL WOE. NETALIED NON-WRING Sum AT THE LINER.HINT.(DESCRIBOP W--DETAIL MIMING NUMBER ®LMANNE O SELTON FIAm NE COLOR(PEA CHART) EMMA%1Y dirg Mt TILT HOLE N1H NON-cuRINC BuM. A� DETAIL IDENTIFICATION SECTON IDENTIFICATION FLASHING IDENTIFICATION WV m0 No fraaA N 0901 PANEL CLIP C SERIES 300 // r PANEL GUMMY CLOSURE MARK 0-304L_ f•.ENN.!�mat "...•,,,[,,MESS n �,, I SEE IME•yG,P»O• /(r / Ex11UIMd 00,® P-000— ra sLIES NONVGTMNS M•sMATE o-91 DALV. 0NJ1m10 0.090 MIT. DATE i-1s-TE Fina M.AMBER 0 1 OO �� 107509.call .0 1 9Ul•ALE TEXTURE s�TH 1 r)�� s ICE MAn An SP-000 NT ma E0.00 .MAr.. —sPU¢I.nN µE 0210 PANEL ELEVATION m m E�rIRnoe WM MOM GRAY �� uM ®W 7•RIDE BOND Mus Fd LENGTHS AND /A SAUCE COL. BREAKER TAPE 8.0 BREAKER L CpoEs A 40 0' EXTRUSION IDENTIFICATION PPANEL IDENTIFICATION CENTRIA N IC CA. LPN 1600 GRIN MIA MON m..N ISIA-C N OW(NE)00-M11 PL(All)MAMA • 150(0 FOR 1ONETRUCTON 1OM 1.19.10 FASIENNG SCHEDULE• 9N DATE CONTRACT w. O Isw[D FOR coNSTRucoos sDM a.2s.1. •0CICBAL DEmaPnrNs C RETIED 000 00000015MON SON 00.0010 CUSTOMER: CONSTRUCTION PRODUCTS NW MAW Codn.OiCI 06.24.14 41798 • r R. • UIYI5510N • 000 '09.0x1.' OWNER: LAKE OSWEGO-TIGARD PARTNERSHIP CHECRD JT 09.10.14 0000190 MN :0500 MIMEO• F00 APP 0 PROJECT: BONITA PUMP STATION wcoaN ' G N 5 I ISSUE OESCRIPIIOH BY DATE' LOCATION: LAKE OSEWEGO, OR MANADER _ _ 2.5 DS60 END CAP ATTACHMENT END CAP TIGHT PROFILE TO FOAM END CAP O CO CLOSURE FLUSH TO 4%■ EDGE OF FACE ELEMENT 141111/41441111111 ..*'. MEM -..t1 O" + 1/16` :.ti , STRIPABLE 1 IIME 1 " MAX. I FACE OF PANEL MASK AS REO'D. SECTION AA /•` IV O FIELD CUT PANEL TO LENGTH AS REQUIRED OREMOVE FOAM FROM BEHIND PANEL FACE TO PROVIDE SPACE FOR SEALANT AND THE TABS OF END CAP. THE MOST EFFECTIVE METHOD IS USING A ROUTER W/ A #12 COUNTERSINK DRILL BIT •••'a THAT HAS A }` SHANK. THE }" SHANK ALLOWS IT TO FIT INTO A ,','.a +�, ROUTER CHUCK. THE ROUTER'S HIGH SPEED INSURES THE REMOVAL O 9 i�a O OF THE FOAM WHERE A TYPICAL DRILL WILL NOT. THE BASE PLATE OF THE ROUTER KEEPS THE BIT PARALLEL TO THE PROFILE OF © THE PANEL, PROVIDING A PERFECT FIT OF THE END CAP. ,•a DEPTH TO BE 1}` MINIMUM TO 1}` MAXIMUM p.::.�^,• ;4;•',1. _ O PUMP A GENEROUS CONTINUOUS BEAD OF POLYURETHANE SEALANT _ I INTO CANTY FOR BOTH AN ADHESIVE AND A PROTECTIVE SEAL z. USE DOW 9B3 WHEN END CAP IS BLACK. USE URETHANE WHEN END CAP/PANEL SAME COLOR. ", ' O INSERT CLOSURE IN PLACE. MAKE SURE THE END CAP TAB IS • TIGHT AGAINST FOAM AT END OF PANEL ler O NEATLY TOOL ANY E%CESS SEALANT OVER CUT EDGE OF PANEL / u c ac ms2�.nmsw�nsRC.c.c pct.. Wu m WO 2.5 DS60 END CAP 2.5 DS6OR - RIGHT (SHOWN) 2.5 DS6OL LEFT (OPPOSITE HAND) CENTRIA • 1002 M m cuu.11010 W.0 m..x 0000-1111 MORON IOW M-4001 ru:014 21111-1212 IT Wn CONTRACT N". issa[o FON CONSTRUCTION 0011 11.11.11 c.Arn Cadn.tic. 66.24.14 ISSUED FOR CONSTRUCTION wa m1.t1 CUSTOMER: CONSTRUCTION PRODUCTS NW iavn2o 20.awwiaoN _ _a OWNER: LAKE OSWEGO-TIGARD PARTNERSHIP MI0000O Ji 09.08.14 au�RC w. Tsqu2 • 2a.u „a o.w.0 PROJECT: BONITA PUMP STATION SECTION G N 6 I •ISSUE aoCern.N AT DAM LOCATION: LAKE OSEWEGO. OR R SEALANTS "T n� POLYURETHANE FASTENERS FIELD ASSEMBLED PANELS AVUNETHAME sEALAMr wmaxs SEALANT[0.aR_©�BEM 9. .. ,:•:♦: ..,♦•i:::,.e.::::::•.::.. ONAwW, 7/e •� 304 STAINLESS STEEL �.;.•..`..♦�:•1{1•1��:4:.�1:{.;:;:�;.•�..•�•�� STEN.ERS EXPOSED • LINER/PARTITION PANELS • CONCEALED 6=84......5 EO avMUo UNITED MOMENT 1_AT *....*.•,e,e•.#.e•:.••••e MINT �BADNER RW SZC 1/4-14 HEX HEAD W/WASHER i=�♦=�♦'�P.......T4••• 9:0{n •: nn+1=c�•!�♦ii=♦•♦•O+ r•#•#♦ • •{{••♦e•••{{e FASTENER FASTENER Es< MEAN REWIRED /._ ♦•�♦♦•T ii:♦:iV�=4-•4.#`••:♦w4:>901 19.4••••NICie•••ei••••i••iai••; •LANT,GMTRIDSS �.DN Si I•CS SIFFl BOIEO EPDY WASHERTENEA,VON 1(n.rA •I)<..•:'••••••;•;"w '•:1♦•♦♦ =i•e♦=V•i#.l{.4+.#.i_iv.,..'et••'e=.....4 44.,HEX HEM,STAINLESS STEEL GENERAL NOTES MFEN11i°MasmRE-OMIMGWN-p A0 SEALANT IDENTIFICATION AIrzO�REW OYACNPAMELSAMOMwWEN �.;•;�•••. iii°iri{i`•♦i�'•iii:i:•i:•:•:ii'ti°#•i••"•i *i•• +•iiii'{*ii PANELS PANELS USED IN EMOSEO APMICAnI,. .❖:DJ>:ia.�•{•♦♦••♦••♦•#:.:.i.{ei*i={°}�#",i't.s•=•iii=.#��i{i°si°d�ii • ACCESSORIES P0.IURENANE SEALANT.USE AT W R AMO {{i•: FASTENING SCHEDULE FASTENING SCHEDULE I FLASHING I VV 10 A (I W-104 TOP TO BOTTOM ERECTION) IO10N1A F Av l.c F *� o PAxn RIVET VERTICAL FLASH.1a PAWL RIVET "wool 7I'0/e 12'o% HORIZONTALSIDING ENr W 2W TA 110 WG _ 001/OS 0001J000 PER DETAIL YMCA/RAS«G O B 0001/O1 REWIRED PER DETAIL Se} P ABBREVIATIONS F/ E:CyOF m I F SINGLE SKIN SCREEN WALL � "°' ► REV S Kr AROSE P 6 CLOSURE FASTENING SCHEDULE �� ENNG NgTOGFNBA T W DLO WY LIGHT OPENING NSIIL suAnON CND UNLESS NOTED OnGAWSE E/ a0 6 NBC NOT BY CENTRIA y/ �� DI ElLVA1)W NP NO PLANT 'AO WINDOW OPENING •O N S ' ' a ESTRUM PNL -PANEL 4000LE MATERIAL DESCRIPTIONS DRAWING PREFIXES PANEL SIDE JOINT KP -REY PLAN WIDOW ELEVATIONS s- AN.ENPPWT".ATIWs /' �^\.` W _GENERAL NOTES M):WIDOW DETAILS SO•PANEL SUPPORT OETNLS 't •N " SKE1 SKETCHES . E<-PANEL FABRICATIONS � / ' SHOP FABRICATION EM_awns \� �� FS FW PANELS ANO FLASnWFS w-IIOOLHP SNPµ '. 0'!'g DRAWING SYMBOLS F1AS410 GM(PER WART r fl..10 G SERFS NARK NE,I, ;1 I V F- 00000 51 1r Rik 1EFNL xuM®r ��OETNL DRAWING NUYBFR FLASHING WLCR(PER WART) Au THE PAAEI!REWIRE TI(NE00nvE L1AB aiP(xLC-T an), 1WTAIL IIIFNTIFlCATION FLASHING IDENTIFICATION. «s,`ZI NEEu EVERY Sa o r.l ROKWLE E PANELS GAPAOTY. T"'"TxK PANEL DUMMY Mb IENGt "'SEC'p'"T"' / 10-10* \ 5 0 10'-0 ®--PAWN.0 slot« ` zx / SECTION IDENTIFICATION L,.1a MUM(PER awEq tl PANFL IDFNTIFICATION s EXTERIOR PANEL FLASHING COMPOSITION 1 4 PANEL SERIES: 400 SERIES MARK 1 500 _ CLOSURES V MOLE 0A02-1142,41211 OFA2l1YlR 4-IG/10412 /"000 0 PROFILE 00-150 005010 W/10 MOORE.11: ALUMINUM 1. 11011 : .PROFILE Fowl ;r : 0100« 1ER10 1«012 ,oE WIRIER 100102 CLOSURE J ;.rkr .T. a.. ,". .., SHOP GUM No SERIES MARK 900 PANEL SERIES: GALE/11110MOM 22 PRQEE®OPTION: / SUBSTRATE: G-1O CAV. 000E-1)RI/"A F« / 1ERTURL OMB= M,snuRE: LilCV,It9114 im • pTERTI1)IAM:�-�. mpR "Ilt 10< APPROVAL RUMP " 1R'd�F SERIES MARK 200 41P GAIBR: NO GAGEm44ms% 20 PANEL SERIES: sI1051M11[: STAWE39 5411 ®©�7 C PIIOiIF RmP142 / m10RG IEeWt 11' a 51g-TMI/2 F11 / S�BIpt' RASIRAIO flfns War 110 11'lq� W SERIES MARK A Ii 05.05 GCE/I00MESS a SOP MAX: NO SUBSTRATE: 71701100: liTT PARK VASE"'' MGM HORIZONTAL IW-10A PANELS 0Tam' °" 0000110010001 °`° °""^' SINGLE SKIN SCREEN WALL FASTENING SCHEDULE . A.)FASTENING 001000E AS SHOWN SATISFES WNW10 FASTENER REWIRELENTS FOR PANEL APRJLAn0ii C E N T R I A ......WW MN= WON 540/NW000001 1 49100F0110WSrA¢TO. SOy 1101" IM-10A HORIZONTAL SIDING/SINGLE SKIN SCREEN WALL vM� r y RY di10 COMPKr N° B ".umF41°°rTw"I°' 4R. 4'°'" CUSTOMER CONSTRUCTION PRODUCTS NW DRAWN 2'+448° 06.24.14 41798 Rem.co Macera00 __ 050 u O1NER LAKE OSWEGO-TIGARD PARTNERSHIP CHEOWI .IT 00.10.14 '0w02«GN0 max A MRPPI2)00 000 mm PROJECT: BONITA PUMP STATION .EGnW GN8 1 A 411E a«2Pn0N 01 001E LOCATION: LAKE OSEWEGO,OR MANAGER (•)FNLD NOTE VV-I 04 FASTENING SCHEDULE ,MATH FACTORY APB APPLIED B"" NuaS BEAD ink (LEFT TO RIGHT ERECTION) FOUND THEY ARE TD BE REPAIRED SNE 1111 bb APPLED JL,NAFD"=�NOT REQUIRE COMMA FACTORY VERTICAL SIDING , ANPD N,fGANT OPSINGLE SKIN �" )':° �`°°°"`°ELT FASTENING SCHEDULE IIIII A MATERIAL DESCRIPTIONS _ "' 1111 PANEL ,z-NOMINAL CONVINCE . oa TEan PANEL SIDE JOINT e QTHE PANELS REQUIRE rte NEGATIVE LOAD aiP 11I i 3 IW-10A SIDING/FASTENING SCHEDULE (A)FACTORY APPIIC➢ NAT NERnCAL PANELS WI/NQ PERFORATIONS IXLY. (TO CAET REINFORCE THE PAWLS TNERY',RESIT. 4 S' aE.f FASTENING PE0.LE AS SNOVN.SALEYIES MINIMUM ENSTENER REQUIREMENTS EOI PANEL OPPLIGTLLI6.INSTALIED(•NON_ELgNG BUM PERFORATED PANEL HAS NQ SHOP APPLIED SEALANT. " 1' �_)THIS SNOT SHIN PR6TLE MAY E USED IN rnuncnd NTH A!e OENSTY OWED GLASS FIBER IN4nAnd MM A MAY NESS ML]'T EACH SWP°iT z.).15 DENSITY DRAPED FLANS FIBER USED OVEN A•IN TH A IYNAIIUX ITC LASS)MUST BE C°HPRESSIN NINA NNI/2•DEER SUB.F A . n FASTENING SCHEDULE/FLASHING EXTERIOR PANEL FLASHING COMPOSITION �0" SERIES MARK 500 CLOSURES 1.:.. ..7 1 HOROd*AL FuwlNC TO PANEL NiK•/c NERncAI FLASHING To PAN X12••% _ �� -DID/xD � �� PROFILE ac- z50 MAMA F°W L '= RXTURE: SMOOTH x ASHINC ra smucr/AS REauIRED PER DETAIL ,cRncu ROSEOC TD smucvAS REWIRE.RAN MAIL F'AFEtill.WM1«r� SPµ"* ': �E T ABBREVIATIONS �/ ""E OR GI RA GPI F ;. ° Isxn FLZ,OR SG M RCNCH �0 SERIES MARK 600 RR FLOOR /\ ALLY NLYAAI4 K GALNAILIM SS Si1BNR T STEEL PF1FMUnH ES MO y NW MOW FINISHED ROOM G -WE SUP T SUPPORT /R-OA HOLES d D/1'REVERSED CENTERS GAGE/THICKNESS .D♦D 5/ BOTTOM OF CALM GALVANIZED T/ TOP Or ,DS FREE AREA Su ALUMINUM 0.05 MC CRT BY CENTIDA HIS TOP OF STEEL �� TEDIUM SUBSTRATE 9100TH DO 0008 OPENING GL GRT UNE TAN TYPICAL TURF DLO DAY UGH)OPENING SU INSULATION UNO UNLESS NOTED OTH°INISE MESE DESCNIPnot E/ OF NBC L NOT BY CENTRIA W/ WITH w PV Sri : i NP NO PAINT EV EXPANSION PANEL MOOULE "NOON OPENING ®�11�1' WI MI^ CI EXTRUSION PALL PAWL '®II i :=ZI II fif:R FIB M^ 1til= SERIES MARK 900 DRAWING PREFIXES I=� `_ r i `A`""'°°`k " _�_ SUBSTRATE: 0-I0 00.0. IN •wNDOR ELEVATIONS SE - SUPPORT ELEVATENS TEXTURE: E190BID CLOSURE a-GENERAL NOTES AD_NINDDR DETAKS m-SANE`SUPPORT DETAILS NOON d]/R'IENfRSEO CENTERS A"T IE ILL,ORA P I D<FREE AREA 0 -PFlWNELPDETNLS IT FIEI.DL I ADRIGndS NT a/COUR 'lira M.T' FS :510P FSBNGTON EM. DORIS OH P PANEL SERIES: 700 FOR PANELS 0.100 RAVINGS MITRE OLSaPTO. IFNSA/NWT GAGE-7101/1/1 EN aD/No NUMMI DRAWING SYMBOLS FLASHING GAGE IPER ENNIO E: WINS H 7 FLASHING SERIES YARN w N;a. M �� — © F-IAE iii act' NA Y DETAIL NUMBER SNOP CAULK —OCTAL WINNING NUMBER RASING cum(PER mIMI) FLASHING IDENTIFICATION DETAIL IDENTIFICATION I—PANEL ERE �'Arp,Sr- I FPASO.CAM,/AND LENGTH c.'S fDF' ®—D AIIMC £0na IrSD 5OI 10'-0 SECTION IDENT1FICATION LPANEL COLOR(PER MART) PANEL IDENTIFICATION FILE DIXID.TWTSDMG "SLICE HATE:07/12/IT CENTRIA • IWS WAWA ass"MS OGRE In.IV TSIO-DC WP NN)MACK Mt WAIF)In-1317 T ISSUED FOR cOxSXDCI°x SIX IT.,1.TA IW-IOA SIDING/SINGLE SKIN W1EmK uwvnws' rt DATE COMM.,TAN. ISSUED FOR CONSTRUCTION 8" OR.a.0 417 9 8 CUSTOMER: CONSTRUCTION PRODUCTS NW c°dO•RC• os.a.0 E REVISED FOR R RESUBMISSION SOY.so O..DZ.I. OWNER:LAKE OSWEGO-TIGARD PARTNERSHIP CHECKED JT 09.10.14 DIUWO NR. 1 ISSUE FOR APPROVAL spM .. PROJECT: BONITA PUMP STATION .SECTION G N9 1 ISSUE DESCRIPTION IT DATE LOCATION: LAKE OSEWEGO. OR ANA _MGER _ r I.1 Non Eu...AL L BE LAPPED A NNnw /*LL x]ANar7LEOeFZT 7=1LAP"" NLON can TNESTN NDNTIIENr'I`. A LAP OF Row a-CUnINC 1-A. ND DO azl FAS,OE LAO a ruivAoI CLASH•xD D9_i9L FASTEN TNnaua Ei eAa EusH LAP. ADJACENT NALL aN MOON 9UC P E q1 l i DERAMNEER TN rAND _ REVEAL+ 6'CLOSURE(AT REVEAL ONLY) ISIANF ■ 4 ®p� NON-CURING BUTYL SEALANT MI �'V glfho ir"�>9S/ AW'y41 Q' LONPLETELY FILL BACK M' �, �� `;r " Ne SNEL LEDGE W/NON-CURING BUM SEALANT `� �.` �1I POINT SEAL END of PANEL •�'// , � ,\ �� ''II 0 PUSHING W/POLYURETHANE SEALANT 1111: �! "4„,....1. I GU ' �� FASTEN CLOSURE TO PANEL a , NIN WITH 5/32"POP-RIVETS ``SS PRIOR TO INSTALLING PANEL �l ' �� 1N 3/8•BEAD OF SILICONE �� OR NON-CURING BUM)AT THE BACK y FULLY EMBED CLOSURE • VT `1. 4. IN SIUCDNE LA POLYURETHANE TY.1C ISo �C cv �1 "'RRR IC I SEALANT L THE SIDE AL P Atf ry A Cie a'q , AL�nsYr ; � I OM :I DETAIL lia DEUs SEALING nA91 TO DRAW SELF nAI LET ODD OF PaRURErNAE ir, ' SP-601 SP-215 N 599srt or 9Wxr[ av,r SP-216 _599 INSTALL BEFORE SP-599 (NO xorcwxc) SP-601 NOTCH FACE k LINER FOR (MEAD) Y 1 4,.. ................ CLIP-SEAL WITH NON-CURING R SP 59 N1 RE w x nx `I SP-21 fi a woo sEiLwcDRNERS N_a c Bum \�\\/ I EC-599 R/L ''''''E �I/NO%I \ SD-599 EnD DW YxFT no.o CINLL -�Ir �IS NON-CURING BUI1'L ST 1P 9I® / 3/B'BEAD OF TO SP-59D I I °10S m-sw NON-CURING BUM $ T�JL HEAD CONDITIO Ir / , $$P-se9 SP-599 END DAM DETAIL SP-599(SILL) (NO NOTCHING) NONCURING BUTYL SEAL N------ - SPLICE for SP-599 TO P-599 -P-601 IN ��, I \ BASE EXTRUSION AND SE AL RCORNERS NON-CURING BUM JAMB EXTRU, to BASE EXTRU EC-599 R/L CLOSURE w SP-599 END DAM RIVET - FIELD DRILL 5I6'WEEP f�S -599 JAMB EXTRU. to HEAD EXTRU A� � SILL CONDITION Aleihk DETAIL LENGTH SP-601 DETAIL LENGTH SP-216 C E N T R I A EQUAL OPENING DIMENSION EQUAL OPENING DIMENSION +3" A Now re.N lsrw-9941 MOVES VII)u9-100 Bala PM(III)IN-Ill, SEALING PROCEDURES •uA-Enul DISCR=ons• n' DATE CONTRACT No SSDED FOR CONSTRUCTION SON "•"•" CUSTOMER: CONSTRUCTION PRODUCTS NW DRAWN caaa9I 062414 417 9 8 o Isom FOR CONSTRUC,ON .1 P.M. • e REVISED ca REmNNIssID„ A OWNER: LAKE OSWEGO-TIGARD PARTNERSHIP CHECKED JO 09.08.14 06..4 N.. 1 c APPROVAL SOS �'A PROJECT: BONITA PUMP STATION G N 1 0 1 ISSUE c� OESCemu n owl LOCATION: LAKE OSEWEGO. 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Y-1/4-14,MICAS HEAD.Oq RAMC: BONRA PUMP STATION 0 0 0 0 0 b 0 NI EACH NOSE ,_1/6-14,PI MAE EM.OP3 aura LAKE OSWEG0 OR EACH 11, 4 -t/.-1A PAK.HEAD.OW ELEVATION Q WEST ELEVATION COL 2 E pa 570 MIS WAWA LoAO m 9AC q ® 730 FACH umM m 5/0 5 POP RIWT REF.DWG: 1/AS F .M LE sir 440¢4 MOO F/SD. /BBB M IF 100.11 7140 wan Mm J• N NEX .37331 PESO MUSK MO ST-BLACK 0. `- - f .FI I SM SNA 4,465 IN-25+41 ECM-WIRE l� rARNa 4AatH ,��'';;�� ® 57.16 1 '_ _ BAN •,146* DAN AIM_rn1 $M y T rT6' Burr 3 CARTONS 1pMtt 0C-Im mown.0.p91RE Q COt •. ' ..END 10 1.. / EMO Or SPIT �} jRH ti 1 : Hm EACH 10'1004 MAN rn1P®n0N novRE 3 MAW. "— ........ 4444-•.-•.r«.rw H...• rrr r rr '!'-" .8..w 3/WT N,Et 711 AROIETECT-OF-RECOflO FOR THE / ' ■■■1\1■■■ Ji11. EI PROJECT MIT/ BARRIER BUILDING I I L i,�i II -FF COMMIT/BETWEEN CENTRIA'S BUILOIND �P INI ENCLOSURE COMPONENTS'SYSTEMS AND HAND — Iw 10A N1 CR1 - ADJACENT BUILDING ENCLOSURE ■ f�SN T I I PERumATED I 0"Noss W CONTRIA..iSBYSTEMS NOT FURNISHED BY Di _EA n wiR CENTRAL . 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FDA _ A Y• — W A PANEL 10 FaLOW UNE r-695 0 mum FaCONOTR CTC41 Nx1A ,' , —�0.. « NOEL rITERSECTMERE SSOPPATIOS n C ROAM FOR RENniman oram F1:157-r — B REL1em FORMS9090N011 WM 0.1..0 B0.CAN• \—601r00 Cr PANEL VARIES END/Err N. I OVE TO 9110,1101.15.40.1-r. w PIA rtl 6T AND 30 A4 •JAM n90ovm °RE • -PNR4 TO • Nuo.we PM,OOICII- w PARAPET n5 PARAPET /p2 IRON n•tP1OY CONSTRUCTION PRODUCTS NW Q COL MEMOS OHO RAMS 1'-i�'• mot LAKE OSWEGO-TIGARD PARTNERSHIP • Z s� I 1 0� BONITA PUMP STATION i 9I u : LANE OSWEGO.OR • I., - t . FL:140'-0. _ ELEVATION 'PPE •;F W .°r j. 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DPP. -D' �I ., I ELIw-O_ ° 0at1A0[ C 1 HAND 0 0 NM• X /� X ,•..ffl a d i 2 1/3•FCRYAWALL OS PRORLE-1ERRTICAL PTD.9010 POSITION GRAY •J•NOON TYPE-001 t -11- n EEL COCO EEC IWO. E O FBA H a vN Sam MN 53-3 3/C N/A WT-- H-0560V-x'-0• T is --_MW DUO r'-31/1• N/ 3�— �A, --mem 0419 IV-ST N/A E-9' Te-I' E-a• --NOVO OM 1T-•TX N/A )yAp ___Slim N/A �{ 1 1/11A5-� IS _-Slam BSW 1C-TIT N/A f/Plll. --URN.. is ___ 0419 IT-E VC A x'-9• IS -Nem OM IC-ST N/A I I is' --moo Os50 X-S i/7 N/A VAC,- --SW asea ST-3 3/C N/A CNN CATM Mot , E7 A301 ZsV/2... RI E) Lam NMI - 5 is-n I/r NE-11 ran CUT AS Km O som 3 Ass-O 1/7 SEE-Em) NDn F+e rrMm �� Fims- ea+rd raa CO!AS NEW m REFAIG _ DUAL e)Ut -200 - e•lr-o• RBA COT AS REm osc aaiK I/Oe a 10'-r 13an cur As NEm EWE CET. INe A 1/M+a M stock- 1G■C-r 300 Gain Wee EL iDO-r C7 a-]ML sock- 10 10.-0. am P,..r.r work.WAN ' QIt 15 E) 3 PR 3m Pen.GAGA II ibiOOH'HOHH1OHIiii09 1510 CUT NMaLS Nwn mAY a:Iw'-C 06 rJelaPY z b X . ET:i.r Ilk w NvAC iIr[ I ISSUED mom • 0 MatWAIK) FAMc FANL FAWL x'r- iORGPIeT90TTOI E01 PON CONSONACTION 4I Ae1AN 2 1 '3� NE INEEN ear TAN EN C REVISED FOR FASSINPANSION Wu m SOUTH ELEVATION O Oa F m. A )AL r1.II am la m ® REF,DWG: 05 FAHAy_ 9cSTRUCTI ar NW ANTENNA rarity 1 .. 0.110 CONSTRUCTION PRODUCTS R NE n naroET3 wOraAaE CvnEM.n LNCE OSWEGO-TIGARD PARTNERSHIP d. SGAII (.A I I F/Nl 1 FAA. N.l[CT. BONITA PUMP STATION NANFI Aeauw PRENCUSLY RSIKLLO I I I 1 LauTIU1. LM(E OSWEGO,OR MAC/TETT +I 11 EL 1071; EL t S7-r ELEVATION AS v !` )4191h F II ag vwxls i0 Ma nN s. ff II 1116 b , A.O•E5S-O ... °Y THE ARCHITECT-OF-RECORD FOR THE e. PROTECT MUST ENSURE NT BARRIER CROTECTM'BETWEENE MR BARRIER I ENCLOSURE CONPONENTSISTSTENS ANp DPP. 5 �I I- k B AOIACENT BUILDING ENCLOSURE HAND�I 1. SALACGOLN0[CUP--, :: CpIPONENi55YSTFlES NOT FURNISHED BY 1 i GENIIS f1:E4S O - ,R ,,r-O•hh . FL109-O• 111 A } 9 Y CRAM E/aa • ]11 O O :` ivw j a .I�d aaAOE ^ O O �I Altilla` Q 307 '-.1.-41-0. o Sr-. 0 ° -* a SECTION O C E N T R I A�r-r F I REF.DWG: YF,.At ,IIM.L, I EINEC NW • __ FAa IMMY+�F/91L 17.4.MbMOM TIN.AI rro ltr 31-9• . MI�� ROOK OR AEOIOEE ewn//,,�` o aTE O \L 1 — 0 MAN CaS.ea 0620.14 41798 ® NORTH ELEVATION a COL A V DRS 'R 09.00.14 ..T. ® REF.DWG: MASTER KEY PLAN NORTH rrl E7 IW-10A PROFILE EXT.FINISH:DURAGUARD VERRCAL EXTERIOR: FASHION GRAY INTERIOR: BACKER APPLICATION:SOFFIT SHOP CAULK: NO CAGE:.040 PERFORATED: 1/0• w sir nDU OTT 01 UBwm Wren NARK WOE 06 SOWS -15 1 iN-IOU IN N B•-S I/C ,--NO 501 ■/A 500 AR 1/00 EN F-SA - 11111 10-C ran 0J1.A5 M:00 O. WL 1/OR 1•NE-0. END O AS£0 • 080 A•0-512 ES F-505 - a•IV-P FRO cur AS woo E t EY/R01F1T 8[.�ir/.5 SIM C ©© 8 W ENO a som �4/ -Yt•+ w:` 0 zE ARCH TO TIT r �j i r NEassw+ naI�IIII .; 4• S 5015 F asa 0101- '' 1 0011 1if �J 7 A I.11. RJ l!y r.�. b W IA-DONOR.. � � TAX.Tro•sash N : -I��IIIIIIIIIIIIIIIiIIII IIII!IIIIIIiIIIIIIIIIIIIIi�re C 80188,0.11.181001011 01 01808 .1 Mg.TORCONSTRUCTION 01 11.01 0 TSSOSO 8011.10111.1011 WY 1101.1 9: I I 'Q' W]M OSA.N 81:111 4110 E DE,s1AR NY OATS '27—ENO OE Sa lr c orwEK CONSTRUCTION PRODUCTS NW C-8• 04000 LAKE OSWEGO-TIGARD PARTNERS-1W -- _ I PRo.01 BONITA PUMP STATION �o00ROOS LAKE OSWEGO,OR I •� y �j'_• T-0' ELEVATION O © 0 m ROOF CANOPY SOFFIT PLAN ley REFAWC:1/A4.2A7.57 THE ARCHITECT-OF-RECORD FOR THE PROJECT MUST ENSURE AR BARRIER • CONTINUITY BETWEEN CENTBIA'S BUILDING ENCLOSURE CONPONENTSSYSTENS AND ADJACENT BUILDING ENCLOSURE COMPONENTSSYSTEMS NOT FURNISHED BY CENTRIA. 0 0 4 CENTRIA • I I I I OE NWEEiA RAW R MJI 0147.1E6On CaRRKTU I� 11I , 01.3 41798 IrWN GrfMlu m.Ba.,4 .Ayi SOSTIT O 050 JT 08.01114 MASTER KEY PLAN NORTH E8 O FAA. F/TO• F/S11H F/uL it SAL 2.11‘ : I xCOP.(NBC) N.;KCMG !I AC-75-15 WCKSWORE OnENSONS - A j => 31 =a I 0 _ _-_____H_-_-_— %Mn AND • MARRIAGE BE SHOP Q® APPUEO l BM SEALANT ATJSSTS {{= _ - -- I SAN FOAL(MSC) ilil•M0111■ vas pr, •T� I OL/mrm/ti,rt.he uim/.-t..t�JP, Osp VENOM. FYOS AERnGL . -METAL stuO Cm.) 1•10.MESCAL �F-900 L I Z 0 •11.1F01 GOASTRUCTION =A OM.. i I ., : I MUM FOR CONMIALICTION IPA It MU m-t. _ • NEVreFO FOR Reeu.rnON WM nm,. loxwo I• p 1 cS a. 16 S •BAISODI -I r ..� p �P. Dm�NPPD a ..••,, 1� cwTarE,a consiwlcnon P�oucrs NW •• 4'y�il, �® ovmER LANE OSWEGO-TIGMOPARTNERSNIP I.L CLIMPOSPOM CLOSURE \ _ ••• .l. ZI T— HA •0 PROJECT BONITA PUMP STATION J( 0/511MMI0© TON LAKE OSWEGO.OR �--F l ©DST �\ KEY PUN ' -a _ yr - n n $ XI `�Inw NmNm TAL X,' ®F-502 �-N I •:•�_ul RICA PUMA= i ®F-5O2 11 -2 Jr..� 1. / / Fes— —FFRWR F/MAS— _F� F-500 I F/PNL '•- F/PML THE® (ST JONTS) , \ y COd�T 0.L / PRO.CTNMUST ENSURE AIR BARBER F-501 F/PML FAANL CONTINURY BETWEEN CENTRIA'S BUILDING (MAGMA AMTS) ANION SEALANT— ENCLOSURE COMPONENTS/SYSTEMS AND 1 00 OSR'�SNw•, ADJACENT BULGING ENCLOSURE (STAGGER-COTS] CONPONENTSSYSTEMS NOT FURNISHED BY CENTWA p SECTION DETAIL O UNT PLAN DETAIL Lirj Illar REF.OWG: G/AG2 gar REF.GWG J/402 FLASHING C E N T R I A TAPE • 6TN, �.15.40RF,.>AP.ODMTNP.AIBra.•N APPLY QMMIT AS ROE NwAml RANI, ar, PANELS ARE ERECTED. •I OATS CON...7 N on. C.On.WA 06.20.14 41798 ASH JT 07.06.14 °R" •G D1 VARIES F/SC F/SE0 FnAS i fANL INE P�roE COL 1 r L NEM VOITICK 11GIr IL •_� mi/cl/ MMEMMAIIIImm�' AMEW HORIZONTAL 7 1� MET �. F F'vv-isk, �'L c ► e 1/YICTAL sTO(JIMMEIELla NDA AT Au PM. FASR7FRS 1111111PrAd■TIEla Xr' G 0C-ISO ralwsnON ,E.------ CLOSURE v® 'r aMwEL(Nett• - l7�I3a SORE O.NENO COVEN d Iii 1 SEALAN WE PANEL JOWL Q (.am NTH INSTALLATION OYC) AM F-510 -.d d F-505 Z r}O5NO/5(Nx) - ii •••• 1. m F- g. 201 . / CONTINUOUS rate a O c 1 B M Y srMaS-///V M[ • 11/10A HaMZWTAL INTEL DE1N mni INSTALLARw DRAYS) 0 Q SECTION DETAIL O SECTION DETAIL Ulr REF.OWC: NO DETAIL PROVIDED 1spAos ENO MA g. 950 REF.DYG NO DETAIL PROVIDED C� PLArE 1110MINT/r OSEALANT eJM NORTH omoFwcoE1wDRw Nom 11 Is 14 6 ANLRalFwmalTRUCTCN MI NM m sou mow (q�� /(//p�, c Nemrwall rso- + 'lC'" •A RM®IO.. ,OI psalm �/� rw.w.wr Mi-_____i 1 >• ` aETOYSR CONSTRUCTION PRODUCTS NW DATE MET FRAl.ln (N.0) INS N� I FJ1Nl F� 1.---YAUS ONBL LAKE OSWEGO-710ARD PARTNERSHIP F/PNL • •I PROJECT BONITA PUMP STATEN TIw. LANE OSWEGO.OR vQ3pIf I saFFlr FRAME rNNL 'Pr Lau KEY PLAN Sms-+. F-905 I p t.•0.0 Iii.AP If tialleip . DUENSONSSP Q ® F-90• F-950 ® 'ID . ‘1111141011111. ® F-102 n n m II II \ -- B■iiir— Qffirda• THE ARCNITECT-OF.RECORD FOR THE MICA PERFORATED I Ate • ■ CONTINUITY LO BETWEEN NTS/SY BARRIER BUILDING D mu PEAFauXn Pm RIVfr ENCLOSURE COMPONENTS/SYSTEMS AND ADJACENT BUILDING ENCLOSURE COMPONENTSSYSTEMS NOT FURNISHED BY 1 II 6, St ®' CENTRIA. SEALANT-6 AT,nNn _= 1 F-600 , sIi>+6 AuwXOY �__ _ eEHNmBOA �. F-600 ,� DUO �— I \ .Aa°.° AN fl I �® A °R;N" , CENTRIA ANC' \ F11O5 NrnRCAI .A+MM./ Clan cur) MCI.NWMAIO RAANWJwY/7 SO-75-16•16.0.C. •Y OA =BRACT Ns /1211 SECTION DETAIL p sECnoN DETAIL D^m 010ENNIcs 0620.14 41798 - miar REF.DWC: OAS 1110 REF.DWG: D/AB am JT 00.00.14 MAW"1A. D2WA RI VARIES ¢ , F� /RAS F/PNL F EiSaRBFAmmu• wmT rnANINC I�D, PAIL 1�■vmns ® F 950 AEEk IFIX:tmlilr.iL. "TiT sc-PS-1.3r Qc.®F—' uLTRAro•1E•nc wY as IYR C:TY n � ` I I 1 I • , FLl,F 170'-E•® 1 TYPICAL AT ALL PA EL FASTENERS • _• ii■f■r�1i■W� JAL`B. m ice+ �� NW / TOOL NW-WRING GUM AIWA PERFORATED \ m 111 O PLATE.TOOL PANEL JOMT. POP RIVET Q® CORN WSTALLAIION pNC.) 12 CAC _ / /iii-- 5 �.'R. F-509 vacs �� osso NER11CAl � w_�//,i,-¢ , 7, +als FNLEr Ls O Cam►iiiiiii�� /ti BACK aF SEE GA SHEEP =® / l= �i�ti ANAL. TION PROMO FAASSTEENERµDETAILS INSTALLATION puswD) IOC DPP VERTIL•, • 1REAESS ENO . F-950 72.7 :r PANEL.MRS Lan E7, INTD 1/E'EAD ©1E NOR-OP earn SEALANT. DETAIL ED fIIN CA::!) w REF.DWC: I/A3 © SECTION DETAIL NORTH L QREF.DWG: E\ADI / F/MAS =A Fm- 1316. MOM FOR COVE ALICTIa SON 17 III IA I LEOPOPP.lwrt ION SRI OMNI C MOW FORREIRORSOOI ;. E REYEm FO1RalI�Ol u C j*+ AA FOR APPROVAL IOTA wrE OTWORITION OE TTDFV CONSTRUCTION PRODUGAR NE NW y/ C. R: CON OSWEOON PROD CTS PARTNERSHIP (��'y}S1-� BONITA PUMP STATION • IMICAI�lBVIT A Ilx LAKE OSWEGO,OR �� 1 _�_, FIRE KEY PLAN F/SC F/YAS / I ale• 13'i AIDS VERTICAL , NNwFR1.NM DSEO VERTICAL Q® SEE OR SHEETS FOR CLIP AND 1111-7S-IS aTa'QC.NAN FASTENER DETAILS 11../X7-1.n i"ULIRACOx ' 1.-111]•PMCIR Q� THE MCHRECT-OF-RECORO FOP THE PROJECT MUST ENSURE AIR BARRIER ©� ,/ CONTINUITY BETWEEN CENTRIA'S BUILDING z wl ENCLOSURE COMPONENTSSSYSTEMS AND EAl 0lis i I ADJACENT BUILDING ENCLOSURE COMPONENTS SYSTEMS NOT FURNISHED BY IMIIMIRININIMINIEN- \ 1 i CENTRIA. ODRN R.".L NEED -- DE REMOVED ALLOW CE N T R I A NEEDED TO on • FOR EASIENEE _ ...- •. ONO*Mfg PONT E' F- F A STAINLESS . • •-!• • TRBAT AIANORA[A• 1.-111 t MICR FIELD WT PANELS •. AttN moot/FNP,vA roFia,, �� AS REAL SW ROTE NWSemt A.cNWSUrF AK CONTRACT NA. zz F-311 © � cia•BO 0.2.1. 41798 O SECTION DETAIL cm, ,r 013.06.14, ,EIDN• © PLAN DETAIL REF.OWG: F/AD1 _ REF.DWGI T/A3 „W CC D4 r P P 6 r'I ooaR ATE Ist L Q I flSPAM RAMA P %OOP Q® "� T 00011 , p -•P. // ©F-••• 1 /77 via '15 s r MO - OF INYEL MOVE IMMETECI7 I MiliirliWAIiiiiiiiiiiill W 'w•Al2=1=17 ill6` 1■11113 NAL VALI YAK MN .. om _ Ohl az, cam ■® IMO NERiN..1L ■® Ca:, 41 2 * k xlr NORTH //HAS USG /A L F/YAS F/SC i/pNL 0 PLAN DETAIL © PLAN DETAIL ' REF.DWG: 1/A3 '� REF.DWG: 1/A3 1 SRAM FormnlRUelw1 SW II WA .Q C WHOM Fa RFSSamax m '"Y '�`�"' ••'' REwm ron REwermw SOY MI MA As.ruu . SCAN .. SO eA 0.01/AS. EG1 enu F I VANES - , ra'w>r an 1/IC MrPeirE CONSTRUCTION PRODUCTS NW • F/NAS I amok LAKE OSWEGO-NGARD PA ITER&I• /4, —154. ma L10W : TA PUPA STATION i1oR LANE OSWEGO,OR KEY PLAN SFTS-1E- AY MC.HAS AS•NL '.,y� ■ ---- /LOOM pi WKR Jude,NBC OS SO VCRUNx 1WAOON (NBC) WMQa IA • Y Nsi•u RA.. SERE f✓1 9k'Flf \ / ,• OR i0 0C01/EWKR f031ENER OETNL9 �iNSTM1ilOM I / 1 �� ®- ® NIL I ® W I ---- -- -- THE ARCHITECT-OF.RECORD FOR THE p II/E3 ciEVS • C.C. I ®F-110 doss •AAJ plY \I y y PROJECT NUS'ENSURE AIR F R THE SHY As IECD. -A ` COrR1NUITY BETWEEN CENTRIA'9 OMAN -1i1 , H SH / = ENCLOSURE CONPOMENT49YSTEIO AND J ADJACENT BUILDING ENCLOSURE EC t4F 6' _— MIT SP4361 CONPONENTSSYSTEMS NOT FURNISHED BY e•4/E.10NLY CENTRIA. a;i �FL F-310 OIAr ®SP/350 . �o /1R oseo WARM. i P''1 r,4/[0 aLr PAW i eeLEP4 JO'6G _y3.PNOI 100 �I�J� " �� m CENTRIA © - INSTALL FLARING b o'.A... • m PRIOR TO 0004400000 i © rmiau LWI OAIe[AwO AYAaV Rw.m rslw.PMF /IT F-310 INSTALLATION •AM MAY •reHwlNWaaom ANANrrysNUtY BY DATE CONTRACT No. © SECTION DETAIL 0 JAMB DETAIL RR"N cwN lAs 06.0.14 41798 mar REF.DWG: 0/A04.0/003 Ur REF.DWG: E/A4,1/003 ONm JT 09.08.14 .. SEC W D5 � • RI '1/4?I ) i/1+1a FAG PALA 1 NA3 NNL DIM:2 -300 Jy %. •pro 3KTs ROOF FUN.= - VAC 11071M lirr7 EL YMI6 • ' ill__ •�I DSAD YMCAL SEC p SF£13 I _FASrtBIEJT,[TARE l-IN n•JY CC WE • /I I11� . 3 �!j-1..1�'LL111.1Ca1 16 am "-- F. .._________001m MOOING REWARD INSLAl0 NBC Q F-900 �0- °® !A.._ it D , NBC EOOND o�m w—., �, -J ' TO . 111111.3V . OsPwt I (112) ,..., Li....., _1 7 F:T I :a_Il NORTH - A •• #®F-502 I X ma KRNCAL 11 E AA POP kKi it 0.0 QSECTION DETAIL ®F-507 ■ Imm KIRm.mTRUM101R MY P1.19.NI NI REF.DWC: A/AD2 USA ]+s- ,x. I MAO FmcaN101ACTION • PAM F/11tl I A PAINED FOP IPPAAMNISON AM AAA OM IS '__ F mu[_ oExarnw n DATE W7 OPLAN DETAIL swam CONSTRUCTION PRODUCTS NM RET.DWC: J/AD2 LANE CSWEGOTIGARC PARTNERSHIP BONITA PUMP STATION LOCATICA LAID:OSWEGO.OR 1 �� KEY RAN DEAEI NBC o � ! Mike ITS ©� � :rIg'Mil 1I , LYRCAL Sr ALL PANE FASTENERS •Lr m E. THE ARCHITECT-OF-RECORD UUS ENSURE FOR THE PROJECT NUS'ENSURE AIR BARRIER AOS4M1 MET ' ' II ENCLOSURE BETWEEN NTNSYSTEMS AND ©m -- I ADJACENT BUILDING ENCLOSURE 7..., I6tALLEp m1ER PLATE.TOM 1a1-cumc BUTYL °® LL LL>AAC311 Q OT WO CENTRIA NOT FURNISHED BY < 1X--,01 ) 4 F-950 4 I+r/4 R:I, oe /iii,.,//./,.1 , CATALAN FILL FP CF 0 Rb•YISTIRM aJart / NON-COMA Bum 4 /iiiiiiiiiii/,i////////// SEALANT ACROSS BACA OF �- CENTRIA CIAO KETN.M PANEL(PAIN AAA) NMI • SUM VMS Id: Agl F-950 RORIZEAlia F..RIA•® FAX N.AAMO,F R• ss ENO °A'"E �� new PANEL No AMY COVER CAPTPACTNA FAA. 20 SEALANT. mom G.D, �p.14 41798 © SECTION DETAIL 105 JT 09.03.14°FA ILIP RETORT: M/ADJ V DL` RAR• 9 YAM ti F,S F/IIA{ ..1 L EL2 .A WWI CD 3k_ =V h• A•_r F MIEL SOFFIT MARINO ® F-•1• •SOFm (NBC) 1 D.'mEar Air Air v.,..y ,k . sc-Te-,e• { Dc NM X NBC) L _ i, iRA1RK ANp{GET --yb RIM F9fOlUlE➢�1 :11 DMC•jr�SEE GPI SNEER •FASTENER MS �� 1 j ii° Bwoe-n• �- --- F-600 `- , R-.„.... / MCA PERFORATED' -- /•'` '• I \ ® F-950 _� ()TO MUTATE MEMO.OF MO VERTICAL A AEAmDIVORT COOT.. F-600 Ira 0 3•wawa,REMMO OF RAM OM PANEL IS REQUIRED • p/POP RIVET•,r Dr NORTH 7o Nos Q SECTION DETAIL O SECTION DETAIL Ur REF.OWC: O/ACT up REF.DWC: O/A02 EB/AB.&C/AB MUM FM CONRTWCfIIXI KW 11,IA X.-14.1/4• 0 mom maOOKSTIIKr1aw 9061 IA 20,I. ALIRACRI IA _� C WARM FOR AEELmwSS ON IA 9 e RewEBrMREM•MevoN ■ J® u �Qa 11:1' Ba M eeosnaN a,„, F-908 �I `URrOwm DDEGTRUCMON PRODUCTS MS 0 Rmlr RE(NINc 5` owet LARD DSNEGOI1GARD PARTNERSHIP (RICJ I 1 toucan. RAC PUMP�STOARTgN CANOPY{BOA •r �\ , KEY PLAN KUL ono \ I F 7 P ,1 v� A( 1 11 Z RDO CUT PANEL A ff..��e0'd � I I 1'e/GYIQY -. J®':i-A - -- THE ARCHITECT-OF-RECORD FOR THE moms N 0 - <yr.boa 1m) PROJECT MUST ENSURE AIR BARRIER ~\ --FNLAKO CONTINUITY BETWEEN CENERIA'S BUILDING RR WIm[ ENCLOSURE COMPONENTS/SYSTEMS MID {• ADJACENT BUILDING ENCLOSURE COMPOHENTSSYSTEMS NOT FURNISHED BY .5e '1c y CENTRIA. MC) \ `WON PFKOIIATm •'rB r - •+3 'FQ - �• 9—n-n.or 0.0 max nN ' F F-509 CENTRIA 1 rmJU .A.1MA.N al SECTION DETAIL 0 SECTION DETAIL I ter.N�,.m OM CONTRACT Me MOP -NTOJ•FOn rAlt REF.DMG H/ADI upr REF.DMC: H/A01 41798 oRww CAmrelks 0620 14 DEW 7T 09.08.14....IF SEC D7 NAM NALL 0.7... Nix) F/AIA F� O Mr 1•rf DET vPIF�..AN• 3 F.N Ai , A ® FLAT STOCK I,� _ ;11E MiiiIMOile Mil MO iiill MP'RAT RATI■TO FIELD N T N AS REWORD . . Af 1NL TO YATW THE PROFILE 6 (g) M PI ETRARE N.Aunty FOR A Y OAP TOP MO BOTTOM v , e J J PEETRATON A.W1OW R\ AWE,RP / \` k.® •-304R L ®® Q-304R/L sz FLAT STOCK `W' as.comm.CLOSURE 00 T RASH T2,:� O.S.=POW I MANURE M-3) w 1 WT AS 61001600' ET:^ ■ D.0 TO MATCH TE RROEYE OF FLAT STOCK p FIELD TO MANE PENEINATMN THE PENETRAT00 ALLOW FOR mnTO CUT AS REWIRED CONA[H SEALANT T A AROUND OTHEEA PANYETC' 710'1'.71317 7AILE OF yOF PFNETRATNIR TOO.All SEALANTS � 01N.ALLOW TOR A a•LAY TOP AND ROTi W OF T AO S- 00 NO BOTTOM OF AS SHOWN AS SNOW IN 'SWUM. (•)m FVT011E IT'A IEONTDF SOME TRIG CLOBRE.3' wr 0 cadnDlA a•MINN.BEARING IP FIELD TO MALE PENETRATION OE MSH ON PANEL IS REWIRED. WEATHER TRRT N/PELONA NIS NORTH SW01E SEALANT AROUND THE PERIMETER Of PENETRATION.DS O0.PENETRATION / CAL Ni f Q oseo PENETRATION PLAN RETICLE Ur REEDYM NONE FRONDED SAS- T MET AD.0 . MG I OWED FORCdaMCTTOM MN 11.101A / e OWED FOlCONSTnNnnN KY OLS“ �, ,� OSLO RENekDFORREWBLMWdP K DAIS MN SUL% ® e RewBOFONREWEIeeWan NM MOM rip, ® E� YA '1 FoM aT�vA00 y Ars ww PR.. BONITA APSTATION RTNFASHIP m�-s�A AvFm noon.. LAKE O WEGO.OR Q� - LAKEO0WEDO.OR� ��, (SET MO91RE N 9FNANn OU KEY PLAN q TD SUREiT NO IASEATHERT HT CCNanpL a'MINIMUM BEARING • 1 . CY FLASH CA PANEL IS REWIRED. 1...........: e REFT PENSECTION DETAIL 11110 DE REE.DWG NONE FRONDED THE ARCHTECT-0HRECORD FOR THE PROJECT MIST ENSURE AF BARRIER CONTIMTT BETWEEN CENTRUM BUILDING kill I ENCLOSURE I COMMIENTSSYSTEIIS AND • • � 'W CONPOFENTSSYSTEMS NOT RA VISHED BY Y • I 1 E I I� EOAWf CENTRIA IGNL.P.LP WOW AWNAMP.Al MOH. P5W 71477 MT DETAIL ..'..w RAAIEANAa.RE f.1.2.1 On ST OM mnRACT Ib. mom Cam 0620.14 41798 - © DS80 PENETRATION ISOMETRIC oem JT 09.10.14 RNRWRaN. Ur REF.DWO NONE PROVIDED D8 LBO O • • NBC w`o WILL FIELD USE CUT LEG OF PANEL � FOR PANEL SUPPORT BACRER ROO MO SEA — ---02, 1 NBC tRAN4ULENT WALL 1?M A 7-.OAOER - .11 w �'I / •I r CD ,....imiir ;: OF-'.• rr7 o__ /—T'—TT 1 r_� �� vc�r J m P I ,'I a FIELD MITER CUT m SOFFIT PANELS m 0040 F—512 ON-CURING BUM `per OW I 1/*. ]I/t'f.G.Y SG 23-I. .'OG 111111 (un...or:, ) ' (•) , 4r IV (*) TO FACILITATE A WEATHERTIGHT E/PNL © PLAN DETAIL CONDITION, 3" MINIMUM BEARING OF FLASH ON PANEL IS REQUIRED. REF.Dwc: a/AB Q SECTION DETAIL lor REF.D.IG NONE PROVIDED O I MUM PM CwTaeTla 1.IR 0 MYP FOR CONNNFIP Mal Ma. AEYI�M MEMIAIOI M]M O ',ELBE T . MEWED PER MQAIOWMW SOY MAIN • NRMNMYK Mal 0.MO.N ern/ t /WAS MBE cMbOPTOl -1 BY OWE F/EG aATO•a CONSTRUCTION PRODUCTS NW owret LANE OSWEGO-TIGARD PARTNERSHIP SY!' 31. scow MARL er : BONITA PUMP STATION 1 (NeR .oGnon. LANE OSWEGG.OR KEY PUNY 1 I/Y MOS wywum maw A-40 MIL N A F-zoz ►� n II I II y,Y STREAM • -- OWEN SONS 111:311=1:17�� ®� MCA PERFORATED !—_ V ' THE ARCHITECT-OF-RECORD FOR THE , PROJECT MUST ENSURE AIR BARRIER CONTINUITY BETWEEN CENTRIAS BUILDING i `� m — O ENCLOSURE UILDING ENTLiS ENCLOSURE AND:MI ADJACENT NCLOSURBU,�DINO ENTSI S 8TE a Ai vENEFR • COMPONENTSSYSTEMS NOT FURNISHED BY ROOFING T (Met) CENTRIA SFAe \ MBA Af MALL an... F-50• • aBOI / .rNmai • CENTRIA • \ OM MAYER GRYXAON NWOTIV.M NTO.RN n10tE NW/MO eAANwavo Row DEIXNG By GATE COPRPKT 14 MK SECTION DETAIL DI... C.eD..n 11810.,. 41798 R EF.DWO NONE PROVIDED Q SECTION DETAIL CNC 01120•00 Ns. 'g' REF.DWO H/AD1 SEC. D9 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 100 F-100 7 1/4" 3 100 F-102 3 9/16" 1 (t00> F-110 13 1/8" 3 F 100 F-111 16 5/8" 6 * * * * Row • I. •E9(e 8. if )4 PA MATERIAL & COLOR CODE 1EA.L mad CLIME BC>arIMN SERIES 422 MARK GIRTH BREAKS ® MARK GIRTH BREAKS DA WM Y 910011, DO/) F 112 1 3/4" 1 •� F-150 10 1/16" 4 mPF srANCCss STEEL Q. a FAO C.V.NIGHTIE AM * * ® EA C-90 90 DAL,qEBB . MC.ICE • um.Mu1MAAL MNn � m O AR,ALBIN SM00m Noss 's . .. 2114. I OWED PP CONSTRUCTION SON .. fic Iii • WIN.KCAL REALIMMISMON S. 01.3 IA A FOR NATO. SPA De Da IA X. laic oaa.TlCN Me 19111I X. KV .1A wrtwNBC CONSTRUCTION PRODUCTS NW • k 4- .RN[R LAKOSWEGO-TIGRAD PARTNERSHIP PROJECT BONITA PUMP STATION ,- LOCATION. LAKE OSWEGO,OR ___-11/ " • CLOSED HEM FLASHING DETAILS Ace S 20 MARK GIRTH BREAKS • (20\ MARK GIRTH BREAKS FMaulU°ONDO IP..MaE�EDEOw 00 F-200 10 7/16" 5 200// F-201 6 11/16" 4 A UNMARKED BEM Macs ARE so' MARKED HEMS ME TO BE•OPEN•HENS HO THE ARCHTECT. -GECORO FOR THE PROJECT MUST ENSURE AIR BARRIER CONTINUITY BETWEEN CENTTNA'S BUILDING ENCLOSURE COMPONENTSSYSTEMS AND ADJACENT BUILDING ENCLOSURE ,. COMPONENTSSYSTEMS NOT FURNISHED BY CENT Ma 4 r ,,se CENTRIA *0 __ _ _ M.N. • �� CLOSED HEM P..NO... MrNWA'N+D1Y )4• AV DATE mnwc N. 9944 Nam C aNua 0620.0 41798 oEm JT 09.10.14 d'••••••• - X. Fl YIN m MARK GIRTH BREAKS /20\ MARK GIRTH BREAKS 20 MARK GIRTH BREAKS � � F-202 7 7/8" 4 00 F-203 7 5/16" . 3 00 F-204 6 7/16' 1 * * * r r Ow- :.- - x,s; MATERIAL & COLOR CODE #, AP CLOSED HEM 1O'AL roam RAAAL max CAUa � s,E,.,. � 22 ® u C-w CALK slum. MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS m A� (300) F-300 3 1/2" 1 300 F-310 13 1/8" 3 300 F-311 2 15/16' 4 300 F-313 2 1/16" 3 0 sTR sSTEEL EADRON MAT * * * ® F WPCnO EMBOSSED. 1 ® .•a GAUSS sI1001H k. INDY GRAY O.AW OM m MN ..DO S1' W VMS 'XI. 're ov 0;•' ' r CLOSED HEM I IwumNlAmrxwcna Wm Rat • AMYMm ra IE.IS.eRal A wAAwBwA r.ue DESOVPTION ilv GATE lasTOWN CONSTRUCTION PRODUCTS NW 24,' OMER LAKE OSWEGO-TIGARD PARTNERSHIP MYER. BONITO PUMP STATION AorATIoa LME OSWEGO.OR FLASHING DETAILS YBTEs_ CATES RAW.RELEASED FoN (046\ MARK GIRTH BREAKS FABRIC/010M DO MOT MANGE 500/ F-500 6 5/8" 4 ONMmn a .as ANGES ANC O LL A.R.HCYS ARE TO IN.OPEN.HEMS * • THE ARCHRECT'OF-RECORD FOR THE PROJECT MUST ENSURE AIR BARRIER CONTINUITY BETWEEN CENTRIA'S BUILDING 134• ENCLOSURE COMPONENTSSYSTEMS AND ADJACENT BUILDING ENCLOSURE COMPONENTSSYSTENS NOT FURNISHED BY CENTRIA. \a , �• CENTRIA POOR#200 Rro FAA•NOLSON .Y OATS COIRR/C Na ..... GaMF.0620.11 41798 CHI. IT 09.10.14.RMWRP. F2 MANI MARK GIRTH BREAKS GIRTH BREAKS 00 GIRTH BREAKS '0 GIRTH BREAKS 0 501 5 1/4 500 F-502 B / FA 503 61 6 0 FA 504 5 / O * * * * • • .16./er----Nte „4. 4r Fi H;6' n. MATERIAL & COLOR CODE y• QARA4L GWCE ylA1FALLL CGtpf �' DESC,PTION SERIES 402a, MARK GIRTH BREAKS • MARK GIRTH BREAKS u G w CALK SMm H 04 MARK GIRTH BREAKS 04 MARK GIRTH BREAKS Moss 4• F-505 4 13/16" 2 " F-507 5 15/16" 4 \500 F-509 3 13/16" 2 500 F-510 2 1/16" 3 0 ST N a EE W7 El FYG CALK.S SRIH. ®\ FASHION MAT *I' H) n.FRO AIM 19O01N. ti�' _7II�_ NL�% .M4 NLMwuI.SMmIN FASHION GRAY Ls .WO AWMp4AL 91001H nCO TS. Ih ICY 11.11.1.4 0 4Na.N sY.' YJ' h' '" h .�M.11093 FOR m.YIRIr.IIaII sou i ,. • �V CLOSED HEM carat PRODUCTS NW TIN cusroloot o.N.6 ITE LA OSWEGO.TIGARD PARTNERSHIP � BONITA PUNY STATION LOCATION LAKE OSWEGO,OR FLASHING DETAILS x TES FLASHING OE,cA<D.O, A. nO pp ROT CHANGE ALL AMASSED BEND ANGLES ARE 90' Au uNMARCO HEMS ME TO BE•OPEN•HEMS THE ARCHRECT.OF.RECORD FOR THE PROJECT MUST ENSURE AIR BARRIER CONRNUITY BETWEEN CENTRIA'S BUILDING ENCLOSURE CONPONENTSSYSTEMS AND ADJACENT BUILDING ENCLOSURE CONPONENTS'SYSTEMS NOT FURNISHED BY CENTRIA Allek CENTRIA • WCOMW ;OA.oIA RV DATE COIM,CTIY ORM GaNBw 0620.14 41798 Jr 00.10.14°L.. F3 .04 MARK GIRTH BREAKS 00 F-600 3 13/16" 2 * B,," YJ 6%. 1 MATERIAL k COLOR CODE • MIEN..GAUGE ..y. DESORPTION SERIES FRIF MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 0 ii L-110 9100111.G GALY9100111.900 F-900 4 9/16" 1 \900/ F-901 2 7/8" 2 \900 F-902 8 3/8" 1 \900/ F-906 9 13/16" 1 0 „ �4YYE Ea t] EL G- %liKKITN FASHION GRAY \\414H_.] FASHION GRAY -----7 0 I .OW.LLU NOSS 5Y00T1 T+II G55 a1%%e 3 e. SON I Moo FOR COMINICTOR♦.- E MI FIiH q AE> u �• • RIeuE EREVnmgSasTTq dl OA1S ,4fe CHSrwRITa CONSTRUCTION PRODUCTS NW ONWE IAIO:OSWEGSTIGION PARTNERSHIP T0OAn. BONITO PUMP STATION LOCATION LAKE OSWEGO,OR FLASHING DETAILS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS *NOTES N4t.RY a BEF As G Fq 900 F-905 12 3/4” 2 00 F-907 5 1/8" 1 ARN 0 BEND ANGLES ARE OW s ARE TO BE'UV(HEYS * * THE ARCHRECT.OF-RECORD FOR THE i I PROJECT MUST ENSURE AIR BARRIER CONTINUITY BETWEEN CENTRIA'S BUILDING 4• ENCLOSURE COMPONENTS/SYSTEMS AND ADJACENT BUILDING ENCLOSURE _ fb CENTC A.ENTSISYSTEMS NOT FURNISHED BY + 4k / CENTRIA ROW(44Y2 AEIE A4SNM/IOIN7 N OATS CONTRACT Re. DdMBO 0620.14 41798 CNm JT 09.10.14..41.4..4 F4 1 ® MARK GIRTH BREAKS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS �• F-155 2 15/16" 4 300 F-314 16 5/8" 6 30 F-315 1 3/4" 1 * * 1 4 zke r A I I MATERIAL & COLOR CODE (iIiBAAL COLOR mAymE RESORPTION 04 MARK GIRTH BREAKS m D.-90 GIN.9 ao H m " 50 F-512 7" 2 0 m FEs ST.AAESS SIM O WE FRO GALV.WOODS w9eON DRAT ® fl C-mm miasma O MG AURINUY,SMOOTH AlEU CRAY O -u0..LOEEFw11 sworn . MOSS I IM®FmmEnwmml a 11.11.14 1_J-- MED FmmamenON of rxu 1f. II Ar ReNTaFORRFesm9a / A_FOR AMMO,. ROM 01.311.1.1 OPIOSPIION RV OPE weTEMER CONSTRUCTION PROOOCB NW o.NFW WE OSWE06716PAD PARTNERSHIP PROSEOT. BONITA PUP STATION Loup. LAVE OSWEGO.OR FLASHING OETNLS 22 MARK GIRTH BREAKS 22 MARK GIRTH BREAKS /22\ MARK GIRTH BREAKS IMBRICATION�o NOT rEA RELEASED`� OD F-908 5 3/16" 1 900 F-919 11 9/16" 2 \g00/ F-950 1 1/4" 0 ALL UM""".0 BOP ANGES ARE`0 ALL L UIWUNMARKED HEMS ARE TO BE'OPEN-KEYS _JIT�' * Ale I THE ARCIBTECT•OF•RE CORD FOR THE • W 3I4• PROJECT MUST ENSURE NR BARRIER E Cr CONTINUITY BETWEEN CENTRIA'S BUILDING ENCLOSURE COMPONENTS/SYSTEMS AND } ADJACENT BUILDING ENCLOSURE COMPONENTSSYSTEMS NOT FURNISHED BY CENTRIC ACk / FLAT CENTRIA • PP•64 LEW MANX MOAD AMP TAP.As 10011.2. MOWff WWI. F..YW Dom Conetles 082014 41798 O. JT 09.10.14.I.F"w'. F5AM CENTRIA STRUCTURAL CALCULATIONS FOR METAL WALL AND SOFFIT PANELS LAKE OSWEGO- TIGARD BONITA PUMP STATION LAKE OSWEGO, OREGON 9/9/2014 REVAEWFr, BY A4.7 re-A& Date e./Akt A676( Cons'di 7J Submitted by: J John Fritz, P.E. Structural Engineer REp PROP( 8 05PE ()iA T oR CONS T RU CT7C)AJ iI �� ON • 'V/F_W PURPos F- S o14L y JOHN M.01" EXPIRES: 12/31/ Z /5 1005 Braver Grade Road,Moon Township,PA 15108-2944 Tcl:412.299.8000,Toll Free:800.759.7474,Fax:412.299.8317 www.CENTRIA..com SUMMARY 1. The Project Structural General Notes indicate that the project shall be in accordance with the 2010 Oregon Structural Specialty code (2009 IBC) with the following criteria; wind speed 95mph, exposure category C, with an importance factor of 1.15. With this defined criterion the calculated component and cladding design loads are 26psf in the field zone and 32psf in the corner zones (3.4'). 2. The vertical Formawall Dimension series panels, 16" flat panels or thel2" wide profile DS60 panels are both constructed with 22 gage face and liner panels. These panels will be fastened to 3/" deep hat shaped subgirts spaced at 32" maximum. At this spacing the panels can accommodate a minimum load of 90psf which is adequate for the project loading. 3. The 0.04" thick aluminum IW-10A soffit and fascia panel shall be installed to 16 gage framing that is provided by others, at 16" on center. All the panels will require the negative load clip, installed between every support, to reinforce the panels capacity. Where the panel is used as a soffit panel it is perforated with 10% free area for ventilation. 4. Do not install metal panels directly over any sheathing or concrete. This can cause adverse moisture problems. Shim the panels out from the material 1/" minimum. This will allow some airflow behind the panels and reduce concerns with entrapped moisture. 5. Scope of work includes only materials shown on CENTRIA Shop Drawings. 6. All panel attachment screws (panel clip fasteners) to be Atlas 1A-14 304 stainless steel fasteners. • MecaWind Std v2 . 2 . 4 . 3 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.co:a Date : 7/1/2014 Project No. . Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: C:\Users\jfrit:\AppData\Roaring\MecaWird\Default.wnd Input Parameters: Detailed Wind Load Design (Method 2) per ASCE 7-05 Basic Wind Speed(v) = 95.01 mph Structure Type = BUILDING Structural Category = IV Exposure Category C Natural Frequency = N/A Flexible Structure = No Importance Factor - 1.15 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 St ■ 1.00 Am = 0.15 Bm 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin ■ 15.00 ft Slope of Roof ■ 3.529412 : 12 Slope of Roof(Theta) = 16.39 Deg Ht: Mean Roof Ht = 18.00 ft Type of Roof ■ MONOSLOPE RHt: Ridge Ht = 23.00 ft Eht: Eave Height ■ 13.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 77.00 ft Bldg Width Across Ridge= 34.00 ft Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi ' GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding -,, la 1 . ^ kta 4a 1 .. . Roof not ! 3 ' r..... shown /15' -_ 1 1 I;t ti� ,f. 4 '� 4�,. ---, -a►, ! 4a , r it_ 5 Sf a f ii'-4 Walls '1167'N-4 a \I000sloae Roof 10 t 0 �=30 3 All pressures shown are based up-n A0D Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" _ = 3.40 ft S Description Width Span Area Sons Max Min Max P Min P /r` ft ft ft"2 GCp OCp psf psf r (4 Zone 4 1.34 2.00 2.7 4 1.91V -1.10 23.51 -25.50 6r^' Zone 5 1.34 2.00 2.7 5 1.00 -1.40 23.51 -31.48 37-P S f (5-) Khcc:Comp. 6 Clad. Table 6-3 Case 1 = 0.88 Ohcc:.00256•V"2•I•Khcc'Kht•Kd = 19.92 psf I , 4 Formawall Dimension Series C E N T R I A 2 1/2" DS/3O Horizontal & Vertical Applications Description L Formawall Dimension Series profile panels .l W Sr- l offer a unique side joint which allows for horizontal or vertical application. Panels are available in a 12" or 24" module which can be integrated as feature bands with 2 1/2" Dimension Series flat panels as a stand alone profile wall system, or used integrated with other Dimension Series profile panels. 0 0 2 r Notes 7 W A Maximum support spacing and panel length may be limited n a f ili or medium and dark(Dins due to ther'tel stress,consult J CENTRLA. M B For nforrnat,on on special applications contact your local N CENTR&A Sales Representative C A metric version of ries lech Data Sheet is available Isee www CENTRA.c_r1) Panel Availability GALVANIZED STAINLESS STEEL rijk- PANEL PANEL THICKNESS 2 12' 2 1T2' MODULE 12',24' 12 S,_24' SIDE JOINT Double tongue and groove Double tongue and groove END JOINT 5113'Gasketed Joht 518'Gasketed Joint 518'Insulated Metal Joint 518'Insulated Metal Joint CORE MATERIAL Poured-in-place Potyisocyanurate Poured-In-place Polyisocyantxale LENGTH `LENGTH LENGTH STANDARD EXTERIOR FACE 22 ga.Embossed.Rat 1-3T 22 ga.Embossed Flat 6-16' OPTIONAL EXTERIOR FACE rt2 ga.Non-Embossed,Flat 1"-3T r?2 ga.Non-Embossed Flat 6'-16' STANDARD INTERIOR LINER 22.26 ga.Embossed.Planked 22.26 ga.Embossed Planked(G90) OPTIONAL INTERIOR LINER 20,24 ga.Embossed,Planked 20,24 ga.Embossed,Flanked(G90) 20,22 ga.Embossed.Fiat 20,22 ga.Embossed,Flat(090) 20,22 ga.Non-Embossed,Planked 20,22 ga.Non-Embossed,Planked(690) WEIGHTS(22126 GA) 3.47lbs.sq ft. 3 B5lbslsq fl WEIGHTS(22/22 GA) 3.97lbsfsq.11_ 4.40lbs/sq.ft. DATE: MARCH 2014 TECHNICAL DATA SHEET FWDS60 - 2.5" - 22/22 - 12 CENTRIA Wind Load Analysis Allowable Load for Panel Span Single Span Double Span Triple Span Load Governing Load Governing Load Governing Ft - In PSF Factor PSF Factor PSF Factor 1' -4" 511.28 End Fastener 246.38 Int Fastener 248.03 Int Fastener 1' - 8" 408.82 End Fastener 193.90 Int Fastener 196.38 Int Fastener 2' - 0" 340.57 End Fastener 158.95 Int Fastener 162.19 Int Fastener 2' -4" 291.85 End Fastener 134.12 Int Fastener 137.98 Int Fastener 2'- 8" 255.32 End Fastener 115.66 Int Fastener 119.99 Int Fastener 3'-0" 226.92 End Fastener 101.46 Int Fastener 106.12 Int Fastener 3'-4" 204.20 End Fastener 90.24 Int Fastener 95.11 Int Fastener 3'- 8" 185.62 End Fastener 81.18 Int Fastener 86.17 Int Fastener 4' -0" 170.14 End Fastener 73.73 Int Fastener 78.77 Int Fastener NOTES: 1) Section properties,ultimate values and safety factors used to generate this table lc=0.9482 In4/Ft Sbr=0.6934 Ina/Ft Sbr =0.8373 In3/Ft A,=21.84 In2/Ft G c =2670 psi E =29,500,000 psi Fb =28550 psi w/Safety Factor= 1.88 F„ =68.30 psi w/Safety Factor= 1.88 End Clip=698 Lb w/Safety Factor= 1.88 Interior Clip= 1600 Lb w/Safety Factor= 1.88 End Fastening =0850 Lb w/Safety Factor= 2.50 Interior Fastening =0850 Lb w/Safety Factor=2.50 2) An allowable deflection of U180 was used to generate this table. 3) This table assumes minimum 16 Ga. Steel Supports with a single fastener pullout capacity of 850 lbs. 4) This table assumes 1 interior clip with 1 fastener(s) and 1 end clip with 1 fastener(s). 5) The calculated dead weight of the panel is 4.03 psf and has not been considered in the tabulated loads shown above. 6) Panels must be checked independently for thermal stress and manufacturing and shipping considerations. 7) This analysis was prepared on July 1,2014 using Design 4 Release 6.0. `g 411i. - ---,„ o m owal Di nsionSenes , , CENTRIA ? 1 orizontal & ertical Applications Formawall Dimension Series 2 W 2 1/2"Application a ;. [...Y ; t-• -• w Formawall Dimension Series panels c>: ti ! '.:=',< •, p' =• •.tI, ;.1::•:r offer a unique side joint wh,ch allows ! _ - •�-'•r'":i for horizontal or vertical application. �; , -� ., Pi Panels offer reveal w�dths to 6". ; . :- w r _'' . Panels may be interchanged with two ;:. r:` .:v.:,.� d --�— ."`'': different profile shaped panels and ,,�'� I__ _ i,,...,.' Steep Slope Drain Shelf panels to .•'� •‘• offer unique accents ., �., `r::^;' W �'�;,>`•1�ti,;i^ . 0Q tQ x- : :'•:• 8 w CC r1..; 2 z Q r ;• -•• :-,,;'• �� HORIZONTAL• Notes ..'.t. c I I: `.' •-'••.:rr't" •}:; 1 Maximum support spa=:mg and panel length i _ r.. ; : �•ti51 r.'...,.. .4r' may be limited for medium and dark colors T;;-....:••••• 1.i+ duo to thermal stress,consult CENTRIA • - f'V i'ti' ' ' - sv)I•`• " 2 For information onspeoaiapp icat,ons ". Ir _i+ •a. contact your local CENTRIA 5alea t .' ' •��.r:'v'. ^� Representative 3 A metric version 01 this Tech Data Sheet is available(see www CENTRIA come REVEAL Panel Availability _ .PANEL MODULE PANEL MODULE - GALVANIZED STAINLESS STEEL PANEL THICKNESS 2 Ii. 2 Yr' VERTICAL PANEL MODULE 10'•40' 10'-39 V: SIOE JOINT Double tongue and groove Double tongue and groove END JOINT E'6'Gaskeled Joint 5,i9 Gasketed Joint 516 Insulated Metal Joint• SIB'Insulated Metal Joint' CORE MATERIAL Poured-in-place Urethane Poured in-place Urethane STANDARD HOR¢.REVEAL Vr'Orr for vertical application) W(1/6'tor vertical applcstion) OPTIONAL NORM REVEAL Si_,1--6 in t, increments S.',1-6'n ri'increments LENGTH LENGTH LENGTH STANDARD EXTERIOR FACE 22 ga.Embossed Flat 1'-3T 20,22 ga Embossed.Flat 6-1E OPTIONAL EXTERIOR FACE 20 ga.Embossed.Flat V-37' 20,22 ga Embossed,Striated 6-l6• 20,22,24 ga Embossed,Striated V-3T 20.22 ga.Non-Embossed,Striated 6-16 20,22 ga Nan-Embossed.Flat 1-16 71),22 ga.Non-Embossed.Flat 6'-16' 20.22 ga Nort-Embossed,Striated V-20' STANDARD INTERIOR UNER 22,26 ga Embossed.Planked 22.26 ga Embossed,Planked(G90) OPTIONAL INTERIOR UNER 20,2;ga Embossed,planked 20.24 ga Embossed,Planked(090) 20,22 ga Embossed,Flat 20.22 ga.Embossed.Flat(090) 20,22 ga Non-Embossed,Planked 20,22 ga.Non-Embossed Planked(G90) WEIGHTS(22126 GA) WEIGHTS(22/22 GA) DATE:AUGUST 2010 TECHNICAL DATA SHEET PATENT PENDING L FWDS-V - 2.5" - 22/22 - 16 - 0.13R CENTRIA Wind Load Analysis Allowable Load for Panel Span Single Span Double Span Triple Span Load Governing Load Governing Load Governing Ft-In PSF Factor PSF Factor PSF Factor 1'-4" 383.46 End Fastener 188.65 Int Fastener 188.92 Int Fastener 1'-8" 306.61 End Fastener 149.62 Int Fastener 150.08 Int Fastener 2'-0" 255.43 End Fastener 123.51 Int Fastener 124.20 Int Fastener 2'-4" 218.88 End Fastener 104.81 Int Fastener 105.75 Int Fastener 2'-8" 191.49 End Fastener 90.77 Int Fastener 91.95 Int Fastener 3'-0" 170.19 End Fastener 79.86 Int Fastener 81.27 Int Fastener 3'-4" 153.15 End Fastener 71.15 Int Fastener 72.77 Int Fastener 3'-8" 139.22 End Fastener 64.06 Int Fastener 65.85 Int Fastener 4'-0" 127.61 End Fastener 58.17 Int Fastener , 60.12 Int Fastener NOTES: 1) Section properties,ultimate values and safety factors used to generate this table: lc=1.0883 In4/Ft Sb1=0.8723 In3/Ft Sig =0.8723 In3/Ft Ac=29.17 In2/Ft Gc=907 psi E=29,500,000 psi Fb=25980 psi w/Safety Factor= 1.88 F„ =23.80 psi w/Safety Factor 221.88 End Clip=680 Lb w/Safety Factor= 1.88 Interior Clip=1686 Lb w/Safety Factor= 1.88 End Fastening=0850 Lb w/Safety Factor=2.50 Interior Fastening=0850 Lb w/Safety Factor=2.50 2) An allowable deflection of 0180 was used to generate this table. 3) This table assumes minimum 16 Ga. Steel Supports with a single fastener pullout capacity of 850 lbs. 4) This table assumes 1 interior clip with 1 fastener(s)and 1 end dip with 1 fastener(s). 5) The calculated dead weight of the panel is 3.85 psf and has not been considered in the tabulated loads shown above. 6) Panels must be checked independently for thermal stress and manufacturing and shipping considerations. 7) This analysis was prepared on July 1,2014 using Design 4 Release 6.0. r-" CFS Version 7.0.0 Page 1 Section: sg75-16 2011.sct Jack Fritz, P.E SG-75-16 CENTRIA 1005 Beaver Grade Rd. Rev. Date 6/10/2011 11:02:41 AM Moon Twp., PA 15205 By: John E. Pflugh, P.E Ph- 412-299-8169 Printed: 7/1/2014 3:36 02 PM jfritz @centria corn 3� I (4 L.9/ beJi !►r) F y..!O 3 z r, I J Section Inputs Material: A653 SS Grade 50/1 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 50 ksi Tensile Strength, Fu 65 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 SG-75-16, Thickness 0.0566 in (16 Gage) Placement of Part from Origin; X to center of gravity 0 in Y to center of gravity 0 in Centerline dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.8740 0.000 0.084900 None 0.000 0.0000 0.4370 2 0.7500 90.000 0.062500 Hat 0.000 0.0000 0.3750 3 1.7500 0.000 0.062500 Single 0.000 0.0000 0.8750 4 0.7500 -90.000 0.062500 Hat 0.000 0.0000 0.3750 5 0.8740 0.000 0.062500 None 0.000 0.0000 0.4370 t0 CFS Version 7.0.0 Page 2 Section:sg75-16 2011.sct Jack Fritz, P.E. SG-75-16 CENTRIA 1005 Beaver Grade Rd. Rev. Date:6/10/2011 11:02:41 AM Moon Twp., PA 15205 By:John E. Pflugh, P.E. Ph:412-299-8169 Printed: 7/1/2014 3:36:02 PM jfritz@centria.com Full Section Properties Area 0.27406 in^2 Wt. 0.00093182 k/ft Width 4.8421 in Ix 0.03058 inA4 rx 0.3340 in Ixy 0.00000 inA4 Sx(t) 0.07585 in^3 y(t) 0.4031 in a 90.000 deg Sx(b) 0.07580 inA3 y(b) 0.4035 in Height 0.8066 in Iy 0.26015 inA4 ry 0.9743 in Xo 0.0000 in Sy(1) 0.14874 inA3 x(1) 1.7490 in Yo 0. 6036 in Sy(r) 0.14874 inA3 x(r) 1.7490 in jx 0.0000 in Width 3.4980 in jy -1.5327 in Il 0.26015 inA4 rl 0.9743 in I2 0.03058 in^4 r2 0.3340 in Ic 0.29073 inA4 rc 1.0300 in Cw 0.010584 in^6 Io 0.39057 inA4 ro 1. 1938 in J 0.00029266 inA4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 50/1, Fy=50 ksi Compression Positive Moment Positive Moment Pao 7.1962 k Maxo 2.2693 k-in Mayo 4.0463 k-in Ae 0.25906 in^2 Ixe 0.03058 in^4 Iye 0.24173 inA4 Sxe(t) 0.07585 inA3 Sye(1) 0.14142 inA3 Tension Sxe(b) 0.07580 inA3 Sye(r) 0.13515 inA3 Ta 8.2055 k Negative Moment Negative Moment Maxo 2.0278 k-in Mayo 4.0463 k-in Shear Ixe 0.02862 inA4 Iye 0.24173 inA4 Vay 1.2064 k Sxe(t) 0.07451 inA3 Sye(1) 0.13515 inA3 Vax 1.6645 k Sxe(b) 0.06773 inA3 Sye(r) 0.14142 in^3 7 CFS Version 7.0.0 Page 1 Analysis Analysis 1.ant Jack Fritz, P E. 6-Span Continuous Beam CENTRIA 1005 Beaver Grade Rd. Rev Date. 7/1/2014 3:39:32 PM Moon Twp., PA 15205 By: Jack Fritz, P.E. Ph: 412-299-8169 Printed: 7/1/2014 3:40:00 PM )fritz @centria.com / _Sid yl ►'� c is for 1-o /g. G ' 9 " 1-u 0/_.C0 0 /� l( c- . 1 n . . it • • �, w VP / l/ Q ryp Analysis Inputs Members Section File Revision Date and Time 1 sg75-16 2011.sct 6/10/2011 11:02:41 AM Start Loc. End Loc. Braced R k# Lm (ft) (ft) Flange (k) (ft) 1 0.0000 8.0000 None 0.0000 0.0000 20.0000 ex ey (in) (in) 1 0.0000 0.0000 Supports Type Location Bearing Fastened K (ft) (in) 1 XYT 0.0000 2.000 No 1.0000 2 XYT 1.3300 2.000 No 1.0000 3 XYT 2.6600 2.000 No 1.0000 4 XYT 4 .0000 2.000 No 1.0000 5 XYT 5.3300 2.000 No 1.0000 6 XYT 6.6600 2.000 No 1.0000 Tye f c K y 7 XYT 8.0000 2.000 No 1.0000 (3ato-S ; t-��'� = 8 5,3 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.0000 0.086000 0.086000 k/ft Load Combination: D+W Specification: 2010 North American Specification - US (ASD) Inflection Point Bracing: Yes Loading Factor 1 Dead Load 1.0000 2 Wind Load 1.0000 CFS Version 7.0.0 Page 2 Analysis: Analysis 1.anl Jack Fritz, P.E. 6-Span Continuous Beam CENTRIA 1005 Beaver Grade Rd. Rev. Date: 7/1/2014 3:39:32 PM Moon Twp., PA 15205 By: Jack Fritz, P.E Ph 412-299-8169 Printed: 7/1/2014 3:40:00 PM jfritz @centria.com Member Check - 2010 North American Specification - US (ASD) Load Combination: D+W Design Parameters at 6.6600 ft, Right side: Lx 1.3400 ft Ly 0.2823 ft Lt 0.2823 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: sg75-16 2011.sct Material Type: A653 SS Grade 50/1, Fy=50 ksi Cbx 1.6667 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k+ 0 k Red. Factor, R: 0 Lm 20.0000 ft Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Total 0.0000 0.1952 -0.0698 0.0000 0.0000 Applied 0.0000 0.1952 -0.0698 0.0000 0.0000 Strength 6.1906 2.2693 1.2064 4.0463 1.6645 Effective section properties at applied loads: Ae 0.27406 in^2 Ixe 0.03058 in^4 Iye 0.26015 in^4 Sxe(t) 0.07585 in^3 Sye(1) 0.14874 in^3 Sxe(b) 0.07580 in^3 Sye(r) 0.14874 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.086 + 0.000 = 0.086 <= 1.0 4 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.086 + 0.000 -� 0.086 <= 1.0 0 / ..s. NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt (0.007 + 0.003) = 0.104 <= 1.0 NAS Eq. C3.3. 1-1 (My, Vx) Sqrt (0.000 + 0.000)= 0.000 <= 1.0 Maximum Shears, Moments, and Deflections Load Combination: D+W, Y Direction Location Shear(1) Shear(r) Reaction (ft) (k) (k) (k) 0.0000 0.00000 -0.04511 -0.04511 1.3300 0.06927 -0.06038 -0.12964 2.6600 0.05400 -0.05652 -0.11052 4 .0000 0.05872 -0.05845 -0.11717 /00 5.3300 0.05593 -0.05370 -0.10963 /VYc4X /-e.Ac-1 6.6600 0.06068 -0.06976 -0.130444r y�r& 8.0000 0.04548 0.00000 -0.04548 -... I 4f 0 -.r Location Moment Location Deflection Inflections (ft) (k-in) (ft) (in) (ft) 0.5246 -0.14200 0.5867 0.0033780 1.0492 1.3300 0.19272 1.4292 -0.0001158 1.6865 2.0320 -0.06160 2.0409 0.0008172 2.3776 2.6600 0.14188 2.6260 -0.0000118 2.9210 3.3172 -0.08099 3.3178 0.0015166 3.7134 4.0000 0.15957 4 .0032 -0.0000001 4.2889 4.6796 -0.07876 4.6791 0.0014350 5.0703 5.3300 0.13950 5.3604 -0.0000093 5.6086 5.9544 -0.06170 5.9448 0.0008178 6.3002 9 6.6600 0.19517 6.5581 -0.0001229 6.9423 C FS Version 7.0.0 Page 3 Analysis: Analysis 1.anl Jack Fritz, P.E. 6-Span Continuous Beam CENTRIA 1005 Beaver Grade Rd. Rev. Date: 7/1/2014 3:39:32 PM Moon Twp., PA 15205 By: Jack Fritz, P.E. Ph: 412-299-8169 Printed: 7/1/2014 3:40:00 PM jfritz©centria.com 7.4711 -0.14432 7.4086 0.0034884 C � � , de--e41 /( y ,9Q c,cj5 gs° 3 2 83 2 3 ' dg C P7 0 Vsi h rf, 15' &/c..c3 /l,-Cox-, GH C A UPS 7O 177 c/ < 177 Ok -5 c.‘,3 3z tiCx�1 u� C? t/ s i-Qn 7(o cepp •f /6 f/ a, c. . c,p/0 0,-4 14 �// b e_ / � e s 'ice s @ /G (7. �� , 6 C r /0 4 IW- 1 OA, IW- 1 1 A, IW- 12A, IW- 1 3A CE NTRIA IVV- 1 LA Concealed Fastener Panel , !W- I JA IVV-Series Wall System Description Six interesting configurations are offered by IW-10A, IW-11A, IW-12A. IW-13A IW- 14A and IW-15A All IW panels share a common lock-Joint design which makes J them interchangeable on a project. The lock also permits the placement of concealed _ fasteners,and minimizes moisture intrusion. All IW Series wall panels may be installed _±__ in a variety of rainscreen applications to VERTICAL HORIZONTAL form a complete wall system. Systems JOINT DETAIL JOINT DETAIL may vary from an uninsulated screen wall to MetalWrap`"Series.an insulated composite backup panel system with Advanced r m Thermal and Moisture Protection (ATMP'). 12" r`" 0I Refer to CENTRIA Technical bulletin TB-05- I [305] I 10 for all rainscreen applications. cj-- rl. T- IW-10A, I IW-13A Notes 3" 3" 6" [77] S1 I 1 I- [77] I [153] I A For information on special applications,contact your ` 9- `1 local CENTRIA Sales Representative B All IW panels may be used on walls&soffits but not I W-1 1 A IW-1 4 A on roof s. C.Panel length tolerance is:1/4.16mm]. D.For protective coatings-see CENTRIA color chart. E.Oil canning within mill tolerances will not be cause for 48- 3" 3" rejection. 1-1-- F.Panels must be ordered as'horizontal"when used in a �12] 1-1 9 ('1 [7- halzontal applintion. f G.Maximum panel length for Zinc is 10'13.04 8m1. H.Zinc is not available lot ha loofa'panels. I W-12 A IW-1 5 A Panel Availability GALVANIZED'(G90) STAINLESS STEEL'(304) ALUMINUM'(3003-H14) ZINC(PRE-WEATHERED) PANEL THICKNESS 1 t/fl38mm] t t?1381nm] 1 12'138mm1 1 I/2-138mm] PANEL COVERAGE 12•'[305mm] 12•1305m] 12'(305rnmJ 12-1305rrm] SIDE LAP Interlocking Interlocking Interlocking Interlocking END LAPS (see standard detail) (see standard detail) (see standard detai) Shop or held notch 2151 mm]for 22 Shop or held notch 7(51 mm)lor 22 Shop or lied notch 2 (51 mmj Rath (.76mm)and 24(.60rmn)gages only. 1.76mmj and 241.60mm)gages only. for.032-(81mm) Rash or extsSion for all gages Flash for all gages Flash or extrusion la all thicknesses GAGES(STANDARD) 20191mm).22 1.76mrn] '20(91mm).22176mm) .040'11.02 m] 050'11 27mm] .8mm 1 0311 GAGES(OPTIONAL) 18(1.19mm(.24(.60mm)IW-13A only WA WA 1471m(.0391 _ LENGTH(STANDARD) 511 524m',-30 ft.19.144ml 5:1.524m)-30 It.19.144m) S(1.524ml-20 R 16.096m( 511.524m)-10 ft;3.048m) LENGTH(OPTIONAL) 1(305m1-5 it.11.524mi 1 1305ml-51t 11.524m] 1[305m1-5 R 11.524m1 I f 305m]-5 R(1.524m) STANDARD TEXTURE Smooth Smooth Smooth Smooth-Directional OPTIONAL TEXTURE Embossed'(20(9lmm}-24(.60mm• ErrlbossecF Embossed'(A3T 1.81mm)only) WA PP oNyl FINISHES See CENTRIA Color Chart 04 Brushed See CENTRIA Color Chad VMDnc Color(fit 1.Alternate base material panel lengths and gages may also be available.Contact CENTRIA 4.Shop swaged ends are not available lot IW-12A IW-14A.IW-15A 2.Embossing Is non-directional 5.Shop swaged ends are not available Ia 18 gage or.050 panels 3.IW-12A&lW-t 3A are not avadabla±n 19 gage. 6.Marline Extrusions can be used with horizontally installed panels only Max length is 35-0 lot 18 gage Max length is 30.-010r 20 and 22 gages Max length :J JULY 2012 TECHNICAL DATA SHEET11 viLi5i-- b ..... u 5 e_.c-t9 1 - b e$w _.Q..vt 2-V ed--y S `-' 1' -s (..------------ " 'il—® J NLC-1 CLIP IW SERIES PANEL CLIP 0.025 SPRING STEEL HEAT TREAT & ZINC ELECTRO—PLATE (CEIS# 49499) ■ i° Sao I .. ji.. I tii- a r..... mp • BC-32 CLIP . , IW-60A PANEL CLIP L. 16 GAGE 100 11) I (CBS/ 100611) { BC-32SS CLIP Iw-60A PANEL CLIP 16 GAGE 304 S. ST'L. (CBS# 101530) ....7L, . . f ,_._„7— Ae [ ii- li. Concealed FASTENER PANEL Page CENTRIA IW Wall System 09.01 Technical Data Sheet Rev: 1 Date: 09-06 a • • CENTRIA FILE#000538 1 140 Farabaugh Engineering and Testing Inc. r� Project No. T317-11 Report Date: October 31,2011 No. Pages: 12 (inclusive) 1:1 PERFORMANCE TEST REPORT UNIFORM NEGATIVE LOAD TEST t IW-10A PANEL 12" W X 0.040 ALUMINUM (WITH NEGATIVE LOAD CLIPS) FOR CENTRIA 1005 BEAVER GRADE RD. MOON TOWNSHIP, PA 15108 iI L Report Prepared By: Reviewed and Approved By 9 IP Paul G. Fara .gh Daniel G. Farabau' J ACCREDITED I� ACCREDITED ACCREDITED LAEIORATO4r (��. LABORATORY TEXAS DEPARTMENT MIAMFOADE LABORATORY OF INSURANCE • TL 185 COW k l ACCREDITED LABORATORY • } 401 Wide Drive, McKeesport, PA 15135 (412) 751-4001 FAX (412) 751-4003 WWW.FETIABS.COM 13 Project No. T317-11 Introduction Uniform Negative Load Tests were conducted at the specified dates at the CENTRIA Product r� Innovation Center, Leetsdale, PA. The test was performed and witnessed by representative from Farabaugh Engineering and Testing, Inc., an independent test laboratory. A description and summary of those tests are contained here-in. Purpose The purpose of the testing was to determine the structural capacity of the panels under uniform negative load. Manufacturer CENTRIA 1005 Beaver Grade Rd. Moon Township, PA 15108 Test Specimen The test panels were 12" module width,x 0.040 aluminum. The panels were fabricated at CENTRIA'S Frankfort, Kentucky manufacturing plant. The specimens were of standard panel configuration as per CENTRIA'S drawings. Test Dates: 10/27/11 and 10/29/11 Test Assembly t; JJ The negative load tests were performed on an assembly 4 panels wide, using spans at 2 a 2'-0" and 3 @ 1-4". The panels were fastened using a '/. - 14 hex head carbon steel plated fasteners at each support. Negative load clips were attached at midpoints between each span using 3/16"dia. open end pop rivets. The supports were structural channels of sufficient thickness such that fastener pullout was not considered to be evaluated by these tests. See drawings for specimen setup and for supporting of leading and finishing panel Test Procedure The tests were performed with the panels supported in the test chamber in a manner to simulate field installation conditions. A vacuum chamber conforming to ASTM E72-02 was used to provide the uniform pressure loads. A controlled blower provided the necessary vacuum, and pressure levels were indicated by a manometer calibrated to read in pounds per square foot. The test assembly was preloaded to 5 psf and the load was then released, allowing the test assembly to rest prior to additional loading. The assembly was then loaded from 0 psf to maximum loading in increments of 5 or 10 psf while following the procedure of loading and releasing of load. This sequence continued until maximum failure loading was achieved. 2 Project No. T317-1 I NEGATIVE UNIFORM LOAD TEST RESULTS ON 1 IW-10A 12"W X 0.040" ALUMINUM (WITH NEGATIVE LOAD CLIP) PANEL LENGTH= 4'-2-1/4" PANEL COVER WIDTH= 12" SAMPLE WIDTH= 50-1/2" 2 SPAN @2'-0" MAXIMUM LOAD FAILURE LOAD TEST# (HELD FOR 1 MIN) PSF PSF B2 @2' WC 80 82.7 1 C2(F42' WC 80 88.9 D2u72' WC 80 82.2 3 SPAN @ 1'-4" MAXIMUM LOAD FAILURE LOAD f TEST# (HELD FOR 1 MIN) PSF PSF A3@1'-4" WC 100 109.8 C3g1'-4" WC 100 102.0 D3 @1'-4" WC 100 102.0 NOTE: All failures were seam disengagement on interior seams. Panel dead load not added to loads shown. q b UtL & z • 7 J • o 3z/J5' y 3 L.I l 5- JJJ -1 $ Project No.T317-11 I ii 1 m INTERIOR .1;1.'12 _ 77 EXTERIOR [22] t 12" [305] COVERAGE 1i" [38) MIN. J IW-10A Siding Profile L I] LI U J f_I :J J / � 1 Project No.T317-11 . I .i 1 1.200 '1 1 f 0.750 1 1.250 � T f 0.125 2.5 I 00 I--:I, 0.750 I. I I r I 1(I 0-408 00 t_! ciI IR0.069 L IR0.124 V IR0.044 : I 0.244 �. J 0.188 !f r"°-- r 0.123 IDIM'N 0/0 0.375 r 0.435 L_ J L.] + issue, 2 .I DATE 2097/05 IW NLC-1 CENTRIA (NEGATIVE LOAD CLIP # ) CONTRACT NO. 'Dm BY.. I.x C14X DT: oar: :1,...g ,IOATC: DRAWING NO. CI,IP-IW-NCG1 J -- S 1 / 7 1 Project No. T317-11 re 1 5'-0" 1 `1 3x3x3/16 iili. 2x2x1/4 EDGE ANGLE j r l , r m N `c,I 1 3 • A �� o I ei -CV LIJ- J w 2 i0 I •1 • Z �L^-- .tt I�i d is L I p i:J -- © r ) • = N tTr 1 Li — k r&co ll I Ik C8x11.5 1 L a .1 ^ I_ O =ONE#14 CARBON STEEL x -ONE 014 CARBON STEEL • >ONE NLC•1 NEGA1IVE LOAD CLIP, SELF-TAPPING SCREW SELF-TAPPING SCREW LOCATED AT MID POIN IS AND via 15 mri DIA 1`.ASHER. with 15 mm DIA.WASHER. FASTENED BY ONE 3116 THRU PANEL TONGUE THRU EXTENDED DIA.CARBON STEEL DOMED HEAD,OPEN (SEE DETAIL 1' FASTENER LEG END RIVET(S0620S)THRU THE EXTENDED 1 (SEE DETAILS 2 5 4) FASTENER LEG(SEE DETAIL 3) IW-10A ISSUEW "0" DATE:06/29/10 w/NLC-1 CLIP 1 CENTRIA NEGATIVE LOAD CONTRACT NO. NSA. OWN. BY =L S CAN. 3Y.)K. TESTS-2 SPANS @ 2L0" DATE:CE.•2=/i0 DATE:05/23/10 DRAWING NO. IW-2 of 5 1 6 ( 8 i . . Project No.T317-11 I , r•-] 5'-0" I I •`] f 3x3x3/16 . , 1 2x2x1/4 EDGE ANGLE i T j.",.I! '4111 403-A" "S Ark 4 (+I I! I� • MP • j e� `a I at &___. .....j c l k14I Iii i I J :'.10: r { Z . f 1 1 a I�{ I---s - o t 1 n I ;, ti1 E m j1 ' 1M) •• ©mor • 1 • , i a im 4� _-1 J1 !� J j i� ,S -- 0 1 N,1 2x6 1'1 -Oa t •_ 1, ;4 A • • . ei m I� f J N v 1 P. illi 4103 r.ri al j i ..... L di f "A" id � r'! I CSz11.5 • r Li :_. l 0=ONE#14 CARBON STEEL X =ONE 414 CARBON STEEL • .ONE NLC-1 NEGATIVE LOAD CUP. SELF-TAPPING SCREW SELF-TAPPING SCREW LOCATED AT MID POINTS AND wilh 16 mm DIA WASHER, with 15 mm DIA.WASHER. FASTENED BY ONE 3116" THRU PANEL TONGUE THRU EXTENDED OtA.CARBON STEEL DOMCD HEAD,OPEN } (SEE DETAIL 1) FASTENER LEG END RIVET(606285)THRU THE EXTENDED JI (SEE DETAILS 2 a 4) FASTENER LCG(SEE DCTAIL 3) IW-10A ISSUE# "0" I DATE'06/29/10 , W/NLC-1 CLIP j CENTRIA NEGATIVE LOAD CONTRACT NO. N/A OWN. BYRE L S ICHX. 8Y;D.K. TESTS•3 SPANS @ 1'4" DRAWING NO 1W-3 of 5 DATE.06/2Y/•: =LTA:O6J29/10_ . 1 / IProject No. T317-I 1 Ti r�t r-1 2x2x1 /4 EDGE ANGLE :I 1 /4"- 14 HEX HEAD , CARBON STEEL PLATED FASTENER, Ti WITH 15rnm O.D. GALVANI7FD 1 STEEL BONDED EPDM WASHER. Ti Ti 1 , El C8x11 . 5 Li Li J f J attib. 11/V-10A I ISEUEy "0" DATE:06/29/10 - CENTRIA NEGATIVELOADTEST CONTRACT NO. N/A Li DWN BY:E.L S. .CIIK. BY.D K. DETAIL #1 DATE:06/29/10 ,DATE:06/29/10 DRAWING NO. DET-1 ILJ ! 8 Z 0 Project No. T317-11 iJ _1 1 /4"- 14 HEX HEAD , CARBON STEEL PLATED FASTENER, WI-IH 15mm O.D. GALVANIZED 1 STEEL BONDED EPDM WASHER. [1� C C8x11 . 5 Li I W-10A 111 ISSUE,/ -0" [ DATE-06/29/10 ` CENTRIA NEGATIVE LOAD TEST CONTRACT NO. N/A 0V+N BY:E.f_S. 0-1K. 8Y.0.K. DETAIL #2 DATE:06/29/10.DATE.06/29/10 DRAWING NO. DET-2 9 Z1 1 , Project No. T317-11 fl :-1 `.1 ONE NLC-1 NEGATIVE LOAD CLIP, FAS TENED BY ONE 3/16"DIA. CARBON STEEL DOMED HEAD, OPEN END RIVET (SD62BS) THRU �t THE EXTENDED FASTENER LEG IW-10A �SSVES "0" DATE:06/29/10 CENTRIA NEGATIVE LOAD TEST CONTRACT NO. N/A DM. BY E L.S. CHK. BY D K DETAIL #3 DATE:06/29/10 DATE-06/29/10 DRAWING NO. DET-3 .� Z Z .1 Project No.T317-11 I 1 /4"-14 HEX HEAD , CARBON STEEL PLATED FASTENER, WITH 15mm O.D. GALVANIZED .� STEEL BONDED EPDM WASHER. ._1 J 1 1, 2 C8x11 .5 1 0A ISSUE/ "0' l DATE:06/29/10 CENTRIA NEGATIVE LOAD TEST CONTRACT NO. N/A OWN. BY:C L.S. CHK. BY:D.K. DETAIL #4 DATE.06/29/10.DATE:06/29/10± DRAWING NO. DET-4 L 2 3 1 ' 1 Project No. T317-11 n } —„ . J 1FC alivE 1p 316, ap Pe" i pla p p Mk S FS Ep Fi Ike') ea l p N` Caka NR . pa`4-t Pa N4 II fl I I A STEEL : I . kp 496 6)ppY/ j Ij J I-1 NL� �SpCiTkI —� I �'� A CIE ^C�h NN . I 1 j jlW-bA ISSUE# "0` DATE:06/29/10 jellk CENTRIA NEGATIVE LOAD TEST CONTRACT NO. N/A 'DV!. 8Y:EL.S .0-1K BY D K. DETAIL #4A • I DA TE:06/29/10 DATE:06/29/10 DRAWING NO. DET-4A 12 PREMIUM QUALITY t EL CO ULTRAC••i i-,• MASONRY FASTENERS UltraCon© Masonry Fasteners High Performance in a Wide Range of Applications The UltraCon masonry fastening system from Elco Construction 14 Products offers optimal performance in a wide range of masonry ` :11 � a0\ pplications. Cold formed fasteners, precision-cut Elco carbide drill bits and high-quality installation tools all work together to provide excellent pull-out and shear values.All components twin lead threads of the system are manufactured to strict quality standards ■ to ensure consistent,trouble-free installation and in-place ✓ I performance. �/�/ nail Features �/� point UltraCon fasteners are the optimal solution for concrete, brick or �I/1 hollow block to attach electrical boxes and clips; wood headers, • Twin lead threads \� plywood, or furring strips; exterior insulation systems and more. •Available in 3/16", 1/4" and 5/16"diameters, in a Increased Size for Increased Strength variety of lengths The new 5/16"diameter UltraCon fastener provides increased • Slotted hex head or phillips flat head shear and tensile strength to meet the needs of more demanding standard; other styles including TrimFit' applications. heads available • Blue Stalgard corrosion-resistant Superior Resistance to Corrosion finish standard;silver, white or bronze UltraCon fasteners from Elco Construction Products are coated Stalgard finish also available on with Stalgard finish to provide superior corrosion resistance. selected sizes Fasteners coated with Stalgard' finish typically show no red rust • Install quickly and easily with system or other base metal corrosion on significant surfaces even after drive tools and Elco` carbide-tipped 800 hours of 5%neutral salt spray exposure(ASTM B117). drill bits Experience Matters Benefits Elco Construction Products has been manufacturing fastening • When all three elements of the system systems for concrete in the U.S.A. since 1980. Unlike competing are used,consistent performance and masonry fasteners, only UltraCon fasteners are coated with maximum pull-out strengths can be Stalgard finish. realized • Eliminates need for inserts To assure quality on your next masonry application, choose • Eases installation of metal, wood and the UltraCon masonry fastening system manufactured by the other components to concrete, brick or company known hollow block for quality - Elco Construction Approvals Products. • For 3/16", 1/4" and 5/16" UltraCon fasteners: Miami-Dade, Florida Notice Z. _F of Acceptance(NOA) No. 07-0425.01 • Exp. 1/8/11,...--- , ( / / 1 A ,, .t. qi-,A'- Z1) a. UltraCon° Masonry Fastening System Head Styles Slotted Hex Washer Head w Phillips Flat Head ((-1T--5 1 Washer head provides a bearing surface for fast. Used primarily in wood applications to countersink 1 I secure driving;slot permits removal or adjustment head for finished appearance. with standard screw driver. TrimFite Flat Head r� Hex Flange Head Undersized head permits use of 1/4'and 5/16" � Larger 5/8"washer diameter provides larger bearing diameter fastener in applications with clearance 1 I surface.Ideal for attaching track systems or other constraints.Head 0.D..415"nom. applications that require a washer. TrimFite Hex Head Ipp.... Hex Head with Oversized Washer(5/16"dia.only) Undersized heads permits use of 5/16•diameter Larger washer diameter(.5301.540)provides larger I I fastener in applications with clearance constraints. bearing surface.Ideal for applications that require a Washer 0.0..435'nom.;hex drive 5/16"A.F. washer. Installation The UltraCon masonry fastening system consists of the A = attachment thickness UltraCon fastener and installation tool plus an Elco® B = UltraCon embedment(min.of 1",max.of 1-3/4") carbide-tipped drill bit.Consistent performance and maximum pullout strength can be assured only when all A+ B = UltraCon anchor length three elements of the system are properly used. 6 +C = Hole depth(must be at least 1/4'deeper Fastener Length and Diameter than UltraCon embedment) The length of the UltraCon fastener to be used is [ 1J1 n determined by combining the thickness of the attachment (A)with the desired depth of embedment in the masonry A material(B).It is recommended that a minimum of 1"and a maximum of 1-3/4"embedment be used in determining .�4r.- .° .•3:.•. .•.•o fastener length. 't?"� "�`' •.d:tai,•t. u••0=0 /0 .0.• : UltraCon fasteners come in three diameters: 1/4",3/16", r.. . . • and 5/16".The diameter of the fastener and the depth of -' • embedment affect pullout strengths.Application strength r .. •'0�. .,•,•O '��..' 0 requirements and safety factors should be considered .'0.••••�. ./%.� when determining the depth of embedment and fastener o••• Q a... •.•o diameter. For assistance,contact your Elco distributor or 0• �� o' • Elco Construction Products. pa :CD:.p:,` . O • Hole Depth .�• 0 : An Elco•carbide-tipped drill bit is supplied with each box 4�•9,o ;q:p• (�..p. • ,.: of UltraCon fasteners.The correct hole depth(B&C) ...p'' p r can normally be obtained by drilling the full length of thist10' 1�'�: Q bit. In all cases,the hole must be at least 1/4"deeper " U.o • ,.•p:q 1r :• • •• _ .••than the depth of the fastener embedment.Normal ' - safety precautions should be observed when drilling the Q. o.•. 0 1/4"minimum C holes to avoid electrical installations,other utilities and 0 'Q. • Q • .:.Q reinforcement bars. Hole Diameter Identification The diameter of the drilled hole is also important to the Fastener Dla. Head Style Head Mark sample performance of the UltraCon masonry fastening system. hex washer,flat all sizes hex flange, Elco logo only 0 0 To provide the proper hole diameters, Elco carbide-tipped oversized washer drill bits are manufactured to closer standards than those Elco logo and called for in the American National Standard.Using Elco® 1/4' TrimFrt0 flat 1 dot opposite C) carbide-tipped bits will help assure consistent fastener of logo performance and maximum pull-out strength. Elco logo and 5/16" TrimFiti9 flat 2 dots opposite ' of logo zC' ti UltraCon° Masonry Fastening System Boxed Anchors 100 anchors and 1 tanged drill bit per box;6 boxes per carton. fBice Cat. No. Blue Sta(gard i Size Drive System I Quantity Per Shipper Weight Per Shipper Hex Washer Head ELE300-100 3/16 x 1-1/4" 5/16 hex with slot 600 5 ELE310-100 3/16 x 1-3/4' 5/16 hex with slot 600 7 ELE320-100 3/16 x 2-1/4" 5/16 hex with slot 600 8 ELE330-100 3/16 x 2-3/4" 5/16 hex with slot 600 10 ELE340-100 3/16 x 3-1/4 5/16 hex with slot 600 11 ELE350-100 3/16 x 3-3/4 5/16 hex with slot _ 600 13 ELE360-100 3/16 x 4' 5/16 hex w th slot 600 13 ELE400-100 1/4 x 1' 5/16 hex with slot 600 8 ill ELE405-100 1/4 x 1-1/4' 5/16 hex with slot 600 9 ELE415-100 1/4 x 1-3/4' 5/16 hex with slot 600 12 ELE425-100 1/4 x 2.1/4' 5/16 hex with slot 600 14 ELE435-100 1/4 x 2-3/4" 5/16 hex with slot 600 16 ELE445-100 1/4 x 3-1/4 5/16 hex with slot 600 19 ELE455-100 1/4 x 3-3/4 5/16 hex with slot 600 21 ELE465-100 1/4 x 4' 5/16 hex with slot 600 22 ELE475-100 1/4 x 5" 5/16 hex with slot 100 5 ELE485-100 1/4 x 6' 5/16 hex with slot 100 6 Phillips Flat Head ELF305-100 3/16 x 1-1/4' #2 phillips 600 4 ELF315-100 3/16 x 1-3/4' #2 phillips 600 6 ELF325-100 3/16 x 2-1/4' #2 phillips 600 7 ELF335-100 3/16 x 2-3/4' #2 phillips 600 9 ELF345-100 3/16 x 3-1/4 #2 Phillips 600 10 ELF355-100 3/16 x 3-3/4 #2 phillips 600 12 ELF365-100 3/16 x 4' #2 phillips 600 13 ® ELF400-100 1/4 x 1-1/4' #3 phillips 600 8 ElF410 100 1/4 x 1-3/4' #3 phillips 600 10 ELF420-100 1/4 x 2-1/4' #3 phillips 600 12 ELF430-100 1/4 x 2-3/4" #3 phillips 600 14 ELF440-100 1/4 x 3-1/4 #3 phillips 600 16 ELF450-100 1/4 x 3-3/4 #3 phillips 600 18 ELF460-100 1/4 x 4" #3 phillips 600 19 ELF470-100 1/4 x 5" #3 phillips 100 4 ELF480-100 1/4 x 6' #3 phillips 100 5 Bulk Anchors L WElco Cat.No. Quantity weight I Silver Stalgard hite Staigard (Bronze Stalgard j Size Drive Size Per Case Per Case Hex Washer Head l'a--,il ELG341 ELG371 ELG401 ELG431 - - ELD195 - 1/4 x 1-3/4' 5/16 hex with slot 2,000 38 E1D205 ELD215 E1D225 ELD235 - 1/4 x 2-1/4' 5/I6 hex with slot 1,500 34 - 1/4 x 2-3/4' 5/16 hex with slot 1.000 27 - 1/4 x 3-1/4' 5/16 hex with slot 1,000 31 - 1/4 x 3-3/4' 5/16 hex with slot 500 16 ELD255 - 1/4 x 5' 5/16 hex with slot 500 22 ELD265 - 1/4 x 6' 5/16 hex with slot 500 26 continued on next page Z7 aUltraCone Masonry Fastening System Bulk Anchors. continued Elco Cat.No. Quantity Weight . Silver Stalgard 1 White Stalgard 1 Bronze Stalgard i Size Drive Size Per Case Per Case Phillips Flat Head ELG521 ELD320 - 3/16 x 11/4" #2 phillips • 5.000 35 ELG551 ELD330 - 3/16 x 1-3/4" #2 phillips 3,000 28 ELG581 ELD340 - 3/16 x 2-1/4'_ #2 phillips 2.500 29 ELG611 ELD350 - 3/16 x 2-3/4' #2 phillips 1.500 21 ELG641 ELD360 - 3/16 x 3.1/4' #2 phillips 1,000 16 ® ELG671 ELD370 - 3/16 x 3-3/4'_ #2 phillips 1,000 19 - EL0380 3/16 x 4' #2 phillips 600 12 ELG941 - - 5/16 x 24/4' #3 phillips 1,000 34 ELG948 - - 5/16 x 2-3/4' #3 phillips 1,000 41 ELG960 - - 5/16 x 3-1/4' #3 phillips 500 24 ELG979 - - 5/16 x 4' #3 phillips 500 29 ELG992 - - 5/16 x 5" #3 phillips 250 16 ELG998 - , - 5/16 x 6' #3 phillips 250 21 Hex Flange Head(5/8"O.D.) ELC145 EL0275 - 1/4 x 13/4' 5/16 hex 1,500 36 ELC151 ELD285 - 1/4 x 2-1/4' 5/16 hex 1.000 28 �� ELC160 ELD295 - 1/4 x 2-3/4' 5/16 hex 1.000 32 ELC170 ELD305 - 1/4 x 3-1/4' 5/16 hex 500 18 Hex Head with Oversized Washer(.540"O.D.) _ ELG481 - - 5/16 x 1.3/4" 5/16 hex 1.000 30 ELG486 - - 5/16 x 2-1/4' 5/16 hex 1.000 37 ELG491 - - 5/16 x 2-3/4' 5/16 hex 500 22 O ELG496 - - 5/16 x 3-1/4 5/16 hex 500 25 ELG501 5/16 x 3.3/4" 5/16 hex 500 29 ELG506 - - 5/16 x 4' 5/16 hex 500 30 ELG511 - - 5/16 x 5' 5/16 hex 250 18 _ ELG516 - - 5/16 x 6' 5/16 hex 250 22 TrimFit Hex Head(.415 nom.washer 0.D.) _ ELG482 - - 5/16 x 1-3/4' 5/16 hex 1,500 44 ELG4S7 - - 5/16 x 2-1/4' 5/16 hex 1.000 36 0 i ELG492 - - 5/16 x 2-3/4' 5/16 hex 1,000 43 ELG497 - - 5/16 x 3.1/4' 5/16 hex 500 25 ELG502 - - 5/16 x 3-3/4' 5/16 hex 500 28 TrimFit Flat(.415"nom.O.D.)_ - - ELG612 '3/16 x 2-3/4' #3 phillips 1.500 21 ELG771 ELD400 - 1/4 x 1-3/4` #3 phillips 2.000 32 ELG801 ELD410 _ - 1/4 x 2-1/4' #3 phillips 1.500 30 ELG831 ELD420 ELG832 1/4 x 2-3/4' #3 phillips 1.000 24 ELG861 ELD430 ELG862 1/4 x 3-1/4' #3 phillips 1.000 28 ELG891 ELD440 ELG892 1/4 x 3-3/4' #3 phillips 500 16 4 ELG921 ELD450 - 1/4 x 4' #3 phillips 500 17 ELG945 - - 5/16 x 2-1/4' #3 phillips 1.500 47 ELG955 - - 5/16 x 2-3/4' #3 phillips 1,000 38 _ ELG965 - - 5/16 x 3-1/4' #3 phillips 500 22 ELG972 - - 5/16 x 3-3/4' #3 phillips 500 26 ELG976 - - 5/16 x 4' #3 phillips 500 27 ELG991 - - 5/16 x 5' #3 phillips 250 17 • tV C:11. UltraCon* Masonry Fasteners Mechanical Properties fy' fu' Nom. Thread 0.D. Thread I.D. Unthreaded Shank (Tensile (Tensile Dia. Nom. ; Nom. Nom. Material Heat Treatment Yield) Ultimate) 3/16 .210 1 .123 .146 1022 Case hardened(HRC 52 1/4 .255 .161 .189 carbon min.with core hardness 155 K.S.I. 177 K.S.1. 5/16 .315 .210 .236 steel of HRC 32-40 max.) r Values listed are based on numerous tests with all three diameters of UltraCon®fasteners.Testing was clone per ASTM E8-96 standards.The yield and ultimate tensile values shown are indicative of the hardness levels obtained. Performance Data Hollow Block Concrete 1,924 PSI 2,730 PSI Wood Depth of Edge f I Depth of Edge ' Depth of Edge Dia. Embed. Dist. Pull-out Shear Embed. I Dist. Pull-out Shear ' Embed. Dist. Pull-out Shear 1' 422 692 - - - - 1' 421 546 1-3/8" 1" 884 782 - - - - 3/16' 1-1/4' 13/4' 1,096 856 - - - - 1" , 444 639 - - - - 2-1/2' 427 575 1-3/8' 2-1/2' 750 866 - - - 13/4' 1.271 781 - - - - 1' 668 632 - - - - 1' 998 900 1-3/8' 1' 1,166 1,070 - - - - 1/4" 1-1/4" 13/4' 1.857 919 - - - - 1 809 1,153 - - - - - 2-1/2" 709 1,486 1-3/8" 2-1/2" 1,507 1,583 _ - - - - 1-3/4' I 1,908 1,780 - - - - Hollow Block Concrete Wood#2 SYP 1,872 PSI 3.513 PSI Specific Gravity.55 Depth of Edge Depth of Edge Depth of Edge Dia. Embed. Dist. Pull-out Shear Embed. Dist. Pull-out Shear Embed. 01st. Pull-out Shear 1' 1-1/4" 737 879 1' 1,423 1,095 1-9/16' 1.049 708 1-3/4" 2,105 1.324 1-1/2" 5d 2,471 1,617 1 2-3/16' 836 1,500 2' 2,912 2.367 5/16" 1-1/4' 13/4" 2-3/16' 2,413 3,158 - - - - 3-1/8" 1,149 1,454 1' 851 1.801 1' 1,454 1,188 13/4' 3-1/8" 2,643 3,404 1-1/2" 10d 2,472 _ 1,677 2' 3,347 - 2' 3.233 2.407 NOTE:Indicated pull-out and shear failure values were obtained in tests witnessed.by independent test labs(see below).These figures are offered only as a guide and are not guaranteed in any way by Elco Construction Products.A safety factor of 4:1.or 25%of ultimate pull-out value,is generally accepted as a safe working load.however,reference should always be made to applicable codes for the specific safe working ratio. Test report cross-reference Information Concrete Block Wood UltraConfil Dla. Test report no UltraConA Dia. Test report no.• UltraCon®Dia. Test report no," 3/16' HETI 03-1127 3/16' HETI 05-1501 3/16' - 1/4- HETI 03-1136 1/4" HETI 03-1159 1/4' - 5/16" HETI 01-5013 5/16' HETI 01-5069 5/16' HETI 01-5063 •Testing by Hurncane Engineering&Testing.Inc.(HETI). Additional testing has been done in other materials and conditions and is available upon request. 9 rs:/ UltraCon° Masonry Fasteners Installation Tools 1000 Tool Cat. No. ELP 100 Elco' Drill Bits Hex-collared SOS Carbide-tipped Drill Bits** The 1000 installation tool is a two-step, multi-purpose tool for installing all styles of 1/4"and ' For Qty. �►'� 3/16"diameter UltraCon masonry Elco Anchor Per (17/ '0 fasteners. Cat No. Description Size Shipper ELT535-010 5/32 x 5 x 2 3/16' 10 Tool Klt Includes: ELT555-010 5/32 x 7 x 4 3/16' 10 Elco ELT630.010 3/16 x 5 x 2 1/4" 10 Cat.No. Description Qty. ELT650-010 3/16 x 7 x 4 1/4' 10 **For use with with rotary hammer drills and •�t�D— ELY100 Drill Adapter 1 1000 installation tools.One drill bit per tube. )= ELY110 Drive Sleeve Assembly 1 Carbide-Tipped Tanged Drill Bits* ELY120 5/16'Hex Socket 1 ELY125 1/4"Hex Drive Socket 1 I ODZt: for 1/4'Anchor For Qty. Anchor Per ELY130 1/4"Hex Socket for 3/16" 1 Elco Cat No. Description Size Tube Anchor ELT300-010 5/32 x 3-1/2 3/16" 10 ELY140 #2 Phillips Bit 1 ELT310-010 5/32 x 4-1/2 3/16' 10 ELY150 #3 Phillips Bit 1 ELT320.010 5/32 x 5-1/2 3/16' 10 ELY160 Phil!ps Bit Holder 1 ELT405-010 3/16 x 3-1/2 1/4' 10 ELT415-010 3/16 x 4.1/2 1/4" 10 ELY210 Set Screw 1 ELT425.01O 3/16 x 5-1/2 1/4" 10 ELY220 1/8"Hex Key 1 ELT435.O10 3/16 x 6.1/2 1/4' 10 ELT445-010 3/16 x 7-1/2 1/4' 10 also available: ELT460-005 1/4 x 4-1/2 5/16" 5 8"Drive Sleeve Assembly ELT465-005 1/4 x 5-1/2 5/16' 5 0 ) ) fTfn E1Y170 for 5'and 6'UltraCon 1 ELT475-005 1/4 x 7-1/2 5/16' 5 Anchors *For use with hammer drill guns.5/32 and 3/16' sold in tubes containing 10 bits each;1/4'bits sold in tubes containing 5 bits each. Elco Construction Products ta_CO 1301 Kerr Drive • Decorah, IA 52101 - Distributed By: 1.800.435.7213 • fax:563.387.3540 www.elcoconstruction.com ( fastech a:vnoiogy,Yq,suGYi. f F3 Avde1' Worm Ebro*.UltraCon*.Stalgard',TrirFit'.'Form-and Infastech`are trademarks of Infastech Intellectual Properties Pte Ltd.. Avdel•is a registered traiemark of Avdel UK Ltd. K 2010 Infastech 30 Over 100 Years of Experience r 304 Stainless Steel Self-Tapping Fasteners Indented hex head .0003 minimum cadmium plated Available with or without 15mm O.D. Neo Bond stainless steel washers Size Point Carton Qty. y #14 x 314' A-AB-B 2,500 '(yi,' P Y,,�;y rtl #14 x 1' A-AB•B 2,500 #14 x 1-114' A 2.000 dt'ti ,. , 7t• #14 x 1-112' A-AB-B 1,500 1#14 x 2' A-B 1.000 #14 x 2-112' A-AB-B 1.000 O #14 x 3 A-B 1.000 #14 x 3-112' B 500 #14 x 4' A-8 500 #14 x 5' A-B 300 #14 x 6' A-B 250 #17 x 3/4' AB 2.500 #17 x 1' AB 2.000 #17 x 1.1/2' AB 1.500 I 304 STAINLESS STEEL !FASTENER STRENGTH (Tensile Values Are For Hex Washer Head&Hex Head Fasteners) Fastener Diameter Minimum Tensi'c(Ibs.) Minimum Torque(in lbs.} Minimum Shur(Ibs.) 014-10 I z925 I 12S I 1.025 114.14 ( 3.000 150 --- 2.600 #17.14 ) 5.Z00 ! 170 f- 3.125 www.atlasfasteners.com ri.,.. um 1628 Troy Road•Ashland Ohio,44805 T:419-289-6171 •F:419-289-2564 Fasteners For Construction 800„321 -6977 SALES AND SERVICE CENTERS Ashland, Ohio Flat Rock, NC Houston,TX Salem,OR 1-800-321-6977 1-800-364-0370 1-800-503-2105 1-800-547-8740 `% f i j Over 100 Years 'of EXperience PULL-OVER VALUES (lbs.) 15mm BONDED EPDM WASHER II! I Gauge 1 1 r l i a l Siz° 15(.050) 20(.0401 22(.0295) 24(.0239) 26(.0t79) ffa - #14-10 2.350 1.750 1 1.325 1 950 650 11 114.14 I 2.350 I 1.750 II 1.325 I 950 II 650 I - JI 1117-14 I 2250 1 1.650 1225 1 850 f 550 SUGGESTED DRILL SIZE/PULL-OUT VALUES (#14 and 1/4" diameters) Steel Thickness Point Type Dna Si zc Average Ultmate Pull-out 26 Gauge(.018) 1A-AS 1 118"(.125) 243 tbs. 24 Gauge(.024) 1A-AB 1+1/8"(.125) 340 lbs 22 Gauge(.030) A-AB 15/32"(.156) 372 Ibs.1 120 Gauge(036) A•AB 5/32"( 156) 1 412 lbs I 118 Gauge(.048) .1A-AB-BP [3/18"(.187) 518 lbs. 16 Gauge(.060) 1A-AB-B-BP 3/16"( 187) 850 lbs 14 Gauge(.075) AB-B-BP 1#7(.201) 1 1,318 lbs. 112 Gauge(.105) 1 AB-B-BP #7(201) 1 1,681 lbs 1118'(.125) AB•B-BP 1.#2(.221) 1 1,780 lbs.) 10 Gauge (.134) (AB-B-BP 1#2(221) 1,812 lbs (3/16-(.187) 1B-BP 1#2(.221) 2,855 lbs. 1/4"(.250) B•BP #2(.221) 3,355 lbs 1 13/8'(.375) ,1B-BP 1#2(.221) '3,391 lbs.1 1/2"(.500) 1B-BP 101 (228) '3.500 lbs • www.atlasfasteners.com AI M 1628 Troy Road•Ashland Ohio,44805 T:419-289-6171 •F•419-289-2564 Fasteners For Construction 800-321 -6977 SALES AND SERVICE CENTERS Ashland, Ohio Flat Rock, NC Houston,TX Salem,OR 1-800-321-6977 1-800-364-0370 1-800-503-2105 1-800-547-8740