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Report (29) Site Address: /2,�;Z o �S jd 1, c7.2.3 Building Division Deferred Submittal Transmittal Letter TO: DATiMCEI1VjED % DEPT: BUILDING DIVISION OCT 2 8 2013 FROM: A-&A of t &ellalkorl GITYCk C IGARD COMPANY: Rg- 9 (6jtjJY1&dfoil BUILDINGDIVISION PHONE: 5o3— i ay — 717 7 F(Y . e' - RE: 1a5o2 6G,P ' 013- 00065 tte 3ermi Case Number) �'6(Project name or wDdivision name ana lot number) Valuation of Deferred Submittal: $ ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: Remarks: NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section /06.3.4.2 FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: I LJ Yes No Fee Description: Amount Due: Deferred Submittal Fee: $ Additional fee based on valuation: $ Other: $ Total Fees Due: $ Special _ — -------- ---- ——--—--- ------ Instructions: Reprint Permit(per PE): Yes No Done Applicant Notified: Date: Initials: The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65%of the building based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07 RH U CONSTRUCTION SUBMITTAL COVER SHEET To: Drew Rocker From: Mitchell Nicholson Ankrom Moisan Associated Architects PC R&H Construction Co. 6720 SW Macadam#100 1530 SW Taylor Street Portland, OR 97219 Portland, OR 97205 Project: 5743.700. -St.Anthony Community Center Submittal No. 052100-01 -- Steel Joist Framing- Shop Drawings Specification Section: 052100-052100-Steel Joist Framing-Shop Drawings Subcontractor/Supplier: R F Stearns Inc Quantity Sent: 1 Revision No.: 0 Return to R&H by: 06/25/2013 Comments: Item Description R&H Review Status Notes 1 052100-Steel Joist Framing-Shop Drawings Make Corrections Noted ................................ ........ ....................... J•i�EVtCb`rErJ.. n REVISE AfyC-nE-SLtr:UlT... .. i L] REJECTED d W ICc CORRrCTIOf,IS AS NOTEO Vondoproduct is enilTelyorrec i=l or c(.r for performance of his product(s). Corrections or crmrnsn':a rrado On the shop from mor:during tabs roNjuir c not li;v�c Ings In r ffC:11 CUI7}�ilcilTS';•44i�Y1 i*?;�llifCi71.^.:1t5 of i};y(fi;�.lVfilij:i�r:d spocffic:3iton . Ti�i,c:Ytr;: : ?ttly for r�vhe pr cecta,id conforrna r,a wiih the project avid general cony . inf !:atlon•;avert in tho contract doc;.r n :;. 1 i •�:c;:r c:o»fo , i for: .:�,3 r.;errrnsion; saiecting fabrication cri?ce:;s:.is: ;tui tc.rhniques of construction;coo,:iai:ng iii :•;o lc viiih-,hal(.'.f all othar trades; and performing tiffs v:oik In a safe and sabstactory manner. VLMK CONSULTING ENGINEERS REVIEW IS ONLY TO VERIFY GENERAL CONFORMANCE 503 222-4453 AND COMPLIANCE WITH THE DESIGN CONCEPT AND Cate '- 1/., 1�l By 606ce CONTRACT DOCUMENTS. SUBCONTRACTOR OR -1.J. ! SUPPLIER IS RESPONSIBLE FOR DIMENSIONS,ERRORS �— AND OMISSIONS IN THESE DRAWINGS OR LISTS WHICH HE SHALL CONFIRM AND CORRELATE AT THE JOBSITE WITH HIS WORK OR FABRICATION AND WITH THAT OF OTHER TRADES AFFECTED BY HIS WORK HE SHALL BE RESPONSIBLE FOR ANY DEVIATION FROM THE DELEGATED-DEEM 'COMPONENT REVIEW CONTRACT DOCUMENTS OR THESE DRAWINGS OR LISTS UNLESS HE HAS OBTAINED WRITTEN APPROVAL ��NC ampftt8I" 010�Make axmcftm noW TO DO SO,AND SHALL BE RESPONSIBLE FOR THErte�,,..W�� SATISFACTORY COMPLETION OF HIS WORK '` Y �"�ftwu Owl fesuwft v' Bubn*epopma b+ e7'016 ;/,7VZz o. lRiMewedf(wmmpatibilltywhhf desipof"bltft BY Review to determine whatim fyshmW mtaterhts„ W 06/17/2013 2:41:47 PM -._.. designed In conformance with the perforrnartce and design criteria and Date: the design concept expressed in do Contract Documents.The Architects review Is not performed for the purpose of determining the adequacy, accuracy and completeness of the somfoee,oerimcallWM6 at approvals performed by delegated-design profassioruft R&H ConstructiTh o chitect renes upon the adequacy, aeotmKV and eampteW Aq s of the services. certification% or approvals pertprmad by 1530 SW Taylor Street Portland,OR 97205/TEL:503-22fiaZWdeb;Odr I05M�, .rh-const.com OR Contractors Registration No.38304 H WA State License No.RHC "1 �X/ A B N . By Oatbt Ankromffolsdh Asso laced Architects,IrtO.. '• �� CN N S U L T I N G 503.222.4453 LZM 503.248.9263 E N G I N E E R S vlmk@vlmk.com 3933 SW Kelly Avenue . Portland . OR . 97239-4393 www.vlmk.com LETTER OF TRANSMITTAL TO: Ankrom Moisan DATE: July 16, 2013 6720 SW Macadam Ave. Suite 100 PROJECT: St. Anthony Catholic Church _...__._.__..._._.____. Portland, OR 97219 ._ _...........-_....._..__._.__.._.__._.................. .._._._ ATTN: Drew Rocker JOB NO: 20120263 WE ARE SENDING YOU ® Attached ❑ Under separate cover via: the following items: ❑ Drawings ❑ Copy of letter ❑ Application for Payment ❑ Change order ❑ Specifications ® Shop drawings ❑ Samples ❑ Copies Date No. Description 1 03-01-13 051200-052100-01 Steel Joist Framing - Shop Drawings THESE ARE TRANSMITTED as checked below: ® For approval ❑ Reviewed ❑ Submit additional copies for distribution ® For your use ❑ Rejected ❑ Resubmit copies for review ® As requested ❑ Revise and Resubmit ❑ Return corrected prints ❑ For review and comment ❑ Make Corrections As Noted ❑ Prints returned after loan to us ❑ For Bids Due ❑ (Other) REMARKS Please note my comments in red (clouded). Let me know if you have any questions. There are some dimensions on the left side of the plan you may want to review and comment on. Copy To: File Signed: C. Gregory Scherer File:G:\Acad2012\20120263\Correspondence\07.16-13 Transmittal(Steel Joist Shops).docx Page 1-of 1 Printed:July 16,2013 r4u = lmm VULCRAFT GROUP VULCRAFT FILE NUMBER: JOB NAME: St. Anthony Community Center JOB LOCATION: Tigard, Oregon CUSTOMER NAME: St. Anthony Catholic Church CUSTOMER FILE NUMBER: 13120 DETAILED BY: RFS CHECKED BY: RFS REVISION #: A STATUS: APPROVAL SEQUENCE: 1 SDS Value: 0.719 �— COMMENTS tiri t Color Code Summary Number File Number r4 U C 0 R GIRDER BILL OF MATERIAL JOB: ST.ANTHONY COMMUNITY CENTER RED List Number VULCRAFT GROUP ❑2 1 LOC: TIGARD,OREGON AibwStess Piece Count SHEET 1 OF 1 Refer To-Drawing Inc BTF SEQUENCE: DESC: 0 Primer Color Coats J.1 GREY 1 i---r-- Bottom Chord Ext From OAL BRG Depth @ BL Mark I Qty DES[GffATIOtJ Overall Length TCXL Typ TCXR Typ Base Length BaySlope HE LE Seat Slope HL RE Seal Slope HL --I DepE Typ N Load No. Left No. Right Left Right — — G1001 1 40 G 6 18K 45'-8 0'-5 F 0'-5 F 44'-10 2 0'-10 121 0'-10 7 1/2 7 1/2 I LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots Left End Top Chord Holes Right End Top Chord HolesPSet TC X Ext _ Mark I NS i FS NS FS LocaOon S Size I Length I Gage Location S Size I Length I Gage SIZE Location S DBH Gage SIZE Location S DBH Gage Left Right Left Right G100 0'-91/2 13/16 2 5 0'-91/2 13/16 2 5 12 0'-4 F 4 4 12 0'-4 F 4 4 , � , 1 Net Uplift Special Aad Son vnmaq cam Seeme cam Tc Om Pitched Joist Girders FS( TC Lyy Distance BC Lyy Distance ADLOAD TL DEFL LL DEFL TC Min BC Min I s inc Mark i (PLF) Camber wdpta Me Mn w'�' Depth Left Depth Right Pitch Left P.Type Pitch Right Offset Ridge Loc. G100 j 73 7'-6 15'-0 3.0 K 240 360 Mark AN Space 8 I Remarks Shop Order Codes I Symbols General Notes/Symbol Definitions I G100 7'-5 4 7'-6 7'-5 DESIGN FOR 1.0 K ADLOAD AT ANY PANEL POINT ON B.C. 1. IBC 2009 2. SDS = 0.719 1 i DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF:12 u C R FILE NUMBER: LIST NUMBER: 1 SHT 1 OF 1 V U L C RA F T GROUP JOB NAME: ST. ANTHONY COMMUNITY CENTER GIRDER LOAD BACKSHEET Top Chord Additional Concentrated Load-Loads are in KIPS-Loads start at LE Base Length and are then located from previous load I Mark I Load Distance Ext Load I Distance I Ext Load Distance Est Load Distance 6d Load Distance Ext I G100 -- �—_ �-- I— I Bottom Chord Additional Concentrated Load-Loads are in KIPS-Loads start at LE Base Length and are then located from previous load i Mark I Load Distance I Ext Load Distance I Ext Load Distance Ext Load Distance Ext Load Distance Ext I � I IG100 �— i JJ TCXL Uniform TCXR Un form TC Uniform BC uniform Main Span Drill Load/Load in PLF Main Span Drift Load/Load in PLF —Mark--] Load Load Load I Load TC Bend BC Bend TB A'start Loc — •B'Load •C•Load •D•Tran.Dist TB •A'start Loc. — 'B'Load C'Load I D Tran.Dist G100 �_ 3.0 K j , i Fixed Moment Lateral Moment Left End Top Chord Axial Load Right End Top Chord Axial Load Method of Axial Transfer Knife PL I REQ'D TC=BC Mark I Left Right W Lefl R4ht TBI W E Em TB W E Em TB Left Fled Detail TB Right End Detail LE RE Tc 34.0 KT. 34.0 K Tc SEAT Tc SEAT G100 f e , i f TOP CHORD MULTIPLE HOLE BACKSHEET M U C O R FILE NUMBER: v U L C RA F T GROUP .JOB NAME: ST.ANTHONY COMMUNITY CENTER THIS PAGE GOES WITH LIST NUMBER: 1 SHEET: 1 OF 1 MARK# HC DISTANCE N/F HC DISTANCE NIF HC DISTANCE N/F HC DISTANCE N/F HC DISTANCE N/F HC DISTANCE N/F HC DISTANCE N/F I G100 A2 T-10 F A2 T-6 F A2 T-6 F Al 0'-0 N A2 T-6 F A2 T-6 F t i i i Note:First entry must be from the left end of girder overall length to center line of first joist. Hole Conditions:All=1/2 Dia.Bolt,4'Gage,3114'DBH;A2=314'Dia.Bolt,4'Gage.4'DBH;A3=1/2"Dia Bolt,5'Gage,31/4'DBH; A4=3/4'Dia.Bolt,5'Gage,4'DBH;A5=1/2'Dia.Bolt,6'Gage,3114'DBH;A6=3/4'Dia.Bolt,6'Gage,4'DBH r4 W C C3 R JOIST BILL O F MATERIAL BACKSHEET ColeF Code Summary Number File Number JOB: ST.ANTHONY COMMUNITY CENTER RED List Nuumber VULCRAFT GROUP 0 LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF 1 Refer To Drawing CLIP Increase BTF SEQUENCE: 1 DESC: JOIST TYPE:1 15 Primer Color CDats _ GREY 1 M Ory Designation Overall Length TCXL Typ TCXR Typ Base Length Bottom Chord Ext from OAL eRG Depth @ BL Bay Slope HE LE Seat Slope HL RE Seat Slope HL _ Depth Typo I Loading I No LeR No Right Left Right J100 1 20 K 360/210 26-4 5/8 0'-2 LF 0'-2 1/2 F 25-0 1/8 21/2121/2 0.375 L 0.375 1 H 0.375 L J 101 1 1 20 K 360/210 26-5118 0'-2 1/2 I F 0'-21/2 t F 25'-0 1/8 2 1/2 2 1/2 0.375 L 0.375 H 0.375 L J102 j 13 20 K 360/210 25-41/8 0'-2 F 0'-2 IF 25'-0 1/8 21/2121/2 0.375 L 0.375 IH 0.375 IL � I D OSHA CJ LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots BPI Bridging Clip N N LE Seat Pitch RE Seat Pita BGR Seat Ent TCX epth Mark NS FS NS FS Location IS Sue I Length I Gage ( Location S Size Length Gage Type Space F F Left I Right Left Right 1100 I J101J102 1i I I I Nei Uplift add sen PMna y win Serand was Stress BPtEu LE BNEu RE Pitched Joist huk _ (PLF) Camber dd Se FS TC Lyy Distance BC Lyy Distance ADLOAD TL Defl LL Defl TC Min BC Min ,a, W mo W N g I Depth Left Depth Right Pitch Left P.Type Pitch Right Onset Ridge Loc. { J100 , 57 8'-4 0.6 K 240 360 _ J101 57 8'-4 0.6 K 240 360 J102 ; 57 8'-4 0.6 K 240 360. k Remarks Shop Order Codes Symbols General Notes/Symbol Definitions I J100 1. IBC 2009 J101 � 2. SDS = 0.719 J102 DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: El ry u C Q R FILE NUMBER: LIST NUMBER: 2 SHT 1 OF 1 JOB NAME. ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concentrated Loads-Loads are in Klps-Loads scan at LE Base Length and are then located from the previous load Mark Load I Distance Ext Load Distance I Ext Load Distance Ext Load Distance Ext Load Distance Ext 1100 - _ i I I J101 - {---- - - - j -i- J102 Bottom Chord Addirmal Concentrated Loads-Loads are In KIPs-Loads start at LE Base Length and are then located from the previous bad Mark Load Dista; i Ext Load I Dista; Ext toad Dista; Ext Load Distance Ext Load Distance Exl A 00 ! J101 J102 i ! I TCXL Unfomt TCXR Uniform Bottom Chad Main S an Drill Load!Load in PLF Main Span Drift Load/Load in PLF Tc=ec Mark Load Loaf Unilorm Load TC Bend 8C Bend TIB 'A'Stan Lon 'B'Load 'C'Load 'D'Tran.Dist TIB 'A'Stan Lac. '8'Load I 'C'Load I 'D'Tran.Dist J100 0.6K 0.3 K. ,1101 0.6K 0.3K J102 0.6K 0.3K Fixed Moment Lateral Moment left End Top Chord Axial Load Right End Top Chord Axial Load Method Of facial Transfer Knife PL Wood HBI Avg Screw IREGO Mark Left Right I W Left Right T18 W E Em T18 W E Em TIB Lett End Detad TIB Right End Detail LE RE LE RE i Space(in) TC 3.0 K TC 3.0 K- TC SEAT TC SEAT �J1001 J101 TC 3.0 K TC 3.0 K TC SEAT SEAT � � I f TC 1 3.0 K TC 3.0 K TC SEAT SEAT J102 I i tI ll _ r4 LJ = C3 � JOIST BILL OF MATERIAL QUANTITY TYT ColeF Code Summary Number File Number JOB: ST.ANTHONY COMMUNITY CENTER � RED List Number VULCRAFT GROUP 3 LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF 1 Refer To Drawing CLIP Increase BTF SEQUENCE: 1 DESC: JOIST TYPE:(— 7 Primer Color Coats J. 1 GREY 1 J t j Designation -� Bottom Chord Ext from OAL BRG Depth @ BL i Mark Qty Depth Type Loading Overall Length TCXL Typ TCXR Typ Base Length No Left No Right Left , Right Bay Slope H LE Seat Slope HL RE Seat Slope HL i IJ1031 3 36 LH 360/210 48'-2 3/8 2'-81/2 F T-511/2 F 42'-03/8 �_ 5 j 5 0.375 R 0.375 IL 0.375 H ! J104 ; 2 36 LH 360/210 48'-2 3/8 2'-81/2 F T-511/2 F 42'-0 3/8 5 5 0.375 R 0.375 IL 0.375 H �! J 105 + 1 36 LH 360/210 48'-23/8 2'-81/2 F 3'-51/2 F 42'-03/8 j 5 5 0.375 R 0.375 L 0.375 (H J106 [ 1 36 LH 360/210 48'-23/8 12'-8 1/2 F 3'-5 1/2 F 42'-0 3/8 f j 5 5 0.375 R 0.375 IL 0.375 FH - LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots Bridgingcip I N Nl BGR Seat Ext Tcxoepth OSHA CJ BP LE Seat Pitch I RE Seat Pitch Mark I NS FS NS FS Location S I Size Length Gage _I Location S Size Length Gage Type Space F F I Left Right Lett Right J103 _ 0'-1 3/4 ( 13116 2 4 0'-13/4 13/16 2 4 —� ---_ _ 2'-10 1 13/16 2 2 _ 3'-7 — 13/16 2 4 J104 _ 2'-101/4 —� 13/16 2 4 _ 3'-7114 13/16 2 4 J105 � 2'-101/4 13/16 2 4 3'-71/4 13/16 2 4 J106I 2'-10114 13/16 2 4 T-71/4 13/16 2 4 i Net Uplift Add sew t Primay Rim samnd Rim Stress ePIEM Le BPIEN RE Pitched Joist Camber FS TC Lyy Distance BC Lyy Distance ADLOAD TL Dell LL Defl TC Min BC Min _Mark I (PLF) _ Weight — µ" �" Inc t`ti" i Depth Left Depth Right Pitch Left P.Type Pitch Right Offset Ridge Loc. J103_1 57_ — — 10'-6 0.6K 240 360 J104 57 j 10'-6 10.6 K 240 360 J105 57 _� _ 1 10'-6 0.6 K 240 360 i J106 57 j 10'-6 0.6 K 240 360 t Remarks Shop Order Codes Symbols General Notes/Symbol Definitions Mark J103 1. IBC 2009 J104 2. SDS = 0.719 J105 J106 j------------ i DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: 1�1 U C R FILE NUMBER: LIST NUMBER: 3 SHT 1 OF 1 JOB NAME: ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chard Additional Concentrated Loads-Loads we in KIPS-Loads start at LE Base Length and are then located from the prsvious bad Mark Load Dislarce I Ext Load I Distance Ext Load Distance Ext Load Datance Eat Load DistanceI Exi 0.6K I 45'-5718 1 J1031I r 1 1 J 104 0.6 K 45'-5 7/8 I ( ( I � i—� 0.6 K 45'-57/8 i I J105 I I J106 --- - - - � I - -�--- ---- ------�--- —---- — Botwm Chord Additional Concentrated Loads-Loads are in KIPS-Loads start at LE Base Length and we then located from the previous load ----— I Mark I Load I Dist Load DLUarra Ext Load Distance Eat Load Distance Ext Load Distance Ext J103J104 --- ------ - - --- - - I - {-- - - J105 i ! I �J106 TCXL Uniform TCXR Untlorm Bottom chord I Main Span Drift iLoad!Load in PLF Main Span Drift Load I Load in PLF Tc=BC Mark Load Load Uniform Load TC Bend BC Bend TIB 'A'Stan Lac 'B'Load I 'C'Load 'D'Tran.Dist TB 'A'Slag Loc (— 'B'Load I 'C'Load 'D'Tran.Dist I J103 1 0.6K 0.3K J104 0.6K 0.3K I _ J105 j i E 0.6 K 0.3 K T -2'-81/2 86 86 48'-2 3!8 T j J 01 6 1i i 0.6 K 0.3 K T -2'-81/2 272 272 48'-2 318 I Fixed Moment Lateral Moment I REO'D Left End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB Avg Screw AIaM1. LehRgM I W Leh I R5N i TB W I E Em TIB W E Em TIB Leh End Desai TIB Right End DetaB LE I RE LE RE Space(in) — 1 — --- —--' I rC I 3.0 K TC 3:0 K TC SEAT I I TC SEAT J103 J 104( I Tc 3.0 K TC 3.0 K TC SEAT Tc SEAT TC 3.0 K TC 3.0 K Tc SEAT TC SEAT 1 f J 105 --------- -• I Tc 3.0 K TC 3.0.K TCI SEAT (TC SEAT J1061 LE_ r4 V C C3 Fq JOIST BILL OF MATERIAL BCIJANT TYT ColeF Code Summary Number File Number VULCRAFT GROUP JOB: ST.ANTHONY COMMUNITY CENTER 0] RED ListNu ber LOC: TIGARD,OREGON BRIDGING,gpovt Stress Piece Count SHEET 1 OF 1 Refer To Drawing CLIP Increase BTF SEQUENCE: 1 DESC: JOIST TYPE:1 ❑ 1 0 GREYr Coats1 Designation I I i Bottom Chord Ext from OAL I BRG Depth @ SL Mark Oty Overall Length TCXL Typ TCXR Typ Base Length No I Len No Right 1 Left I Right Bay Slope HE LE Seat Slope HL RE Seat Slope HL t Depth Type Loading J 107 ( 3 40 LH 360/210 69'-71/21 1'-0 1/2 F 1'-0 1/2 ' F 67-6 1/2 I i 5 5 0.375 R 0.375 L 0.375 H J1081 2 40 LH 360/210 68'-107/8. V-01/2 ; F 67'-10 3/81 21 1'-5 1/2 2 0'-53/4 I 5 45/8 0.375 R 0.375 L 0.375 IH J 01 9 2 40 LH 360/210 68'-6 5/8 1'-0 1/2 ( F j 67'-6 1/8 5 5 0.375 R 0.375 L 0.375 H I�J110 .j 1 40 LH 360/210 68'-65/8 V-01/2 1 F 167'-61/8 1 2 V-51/2 5 5 0.375 R 0.375 IL 0.375 H JLI 111 1 2 40 LH 360/210 68'-65/8 V-01/2 I F 67'-6 1/8 _ 5 1 5 0.375 R 0.375 L 0.375 H LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots Bridging Cfip N N BGR at Ext Tcx Depth OSHA CJ BP LE Seat Pitch RE Seat Pitch Mark I NS FS NS FS S Size Length Gage Location S Size Length Gage Type Space F F Len Right Lek Right J107 ! -- I V-2 1/4 13116 2 4 1'-2 1/4 13/16 2 ( 4 J108 YF--175-1 13/16 2 4 0'-1 3/4 13/16 2 4 1'-31/4 I 113/16 2 1 4 0'-13/4 I 13/16 2 4 I J109 I I I-------- —— f J110 Y �f 1-5 13/16 —2 ,1-4 0'-1 3/4 13116 2 4 I 1'-2 13/16 2 4 0'-13/4 13/16 2 4 Net UpliftCamber Add Self FS TC Lyy Distance BC Lyy Distance ADLOAD TL Dell LL Dell TC Min BC Min "—'Go se M. Strew as NlB epEunE Pitched Joist Mark (PLF) Weigh/ µ" �" kS" Depth Left Depth Right Pitch Left P.Type Pilch Right Offset Ridge Loc_j. J107 57 16'-10 1/2 0.6 K 240 '360 J108 57 I 16'-101/21 0.6 K 240 360 J109 57 16-10 1/21 0.6 K 240 360 J110 57 '� 16-10 1/2 0.6 K 240 360 J111 I_57 I 16-10 1/2 0.6 K 240 360 ( I i Remarks Shop Order Codes Symbols General Notes/Symbol Definitions Mwk I J107 1. IBC 2009 J108 2. SDS = 0.719 J109 _ J 110 - —'- J111 DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: ❑ " u C M M FILE NUMBER: LIST NUMBER: 4 SHT 1 OF 1 JOB NAME: ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concenlratod Loads-Loads are in KIPS-Loads clan at LE Base Length and me than located from the previous load J 0 Mork Load OEstance Ext Load Distance Ext Load D"atarzn Eat Load Distance Eat Load E Distaroa—I Ext I I J108 - I �- J109 I j 1110 l---_ - I - - ---� IJ111 j— Bottom Chad Additional Concentrated Loads-Loads are in KIPS-Loads start at LE Base Leath and are then located Irom the previous load I Mark I Load 1 DistanceEzt Load Distanx Eat Load Distance Ezl Load Distance Eat Load — Dislarica E-A J107 --- — — — J108 I I _ J109 - 0.3 56-9 J1 10 0.3 55'-9 I I ( I I I I I J1 11 0.3 55'-9 - TCXL Uniform TCXR Undarm Bottom ChadMain Span Drifl Load 1 Load in PLF Main Spa n Dnfl Load 1 Load in PL F I Tc=ec ( MarA Load Load Undo."Load TC Bend BC Bend PBI 'A'Stan Loc. 'B'Load 'C Load 'D'Tran Dist TIBi 'A'Slav Loc 'B-Load 'C'Load 'D'Tran.Dist J107 0.6K 0.3K J108 _ 0.6K 0.3K J109 0.6K 0.3K ! J110 0.6K 0.3K 1 J111 0.6 K 0.3..K Fixed Moment I Lateral Moment I REO D Left End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB t Avg Sam1.La I A ( Leh I Right W Lek Right TIB W E Em TIB W E Em TIB Leh End Dated TIB Rift End Det al LE RE LE RE Space(in) l TC 3.0 K TC I 3.0 K Tc SEAT TC SEAT iJ107� I J 1 08 �I Tc 3.0 K rc 3.0 K Tc SEAT Tc SEAT _ I I Tc 3.0 K Tc 3.0 K Tc SEAT TC SEAT I I J109 _ I TC 3.0 K TC_ 3.0 K Tc SEAT Tc SEAT J110 H-- Tc 3.0 K Tc —, 3.0 K Tc SEAT Tc SEAT — l ■ 7 V C ® Fq JOIST BILL OF MATERIAL BMANT TYT ColeF Code Summary Number File Number JOB: ST.ANTHONY COMMUNITY CENTER RED List Number VULCRAFT GROUP ❑0 5 LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF 1 Refer To Drawing 3 CLIP Increase BTF SEQUENCE: 1 DESC:_ JOIST TYPE:I El 2 Primer Color Coats J. 1 GREY 1 Mark Qty _ Designation Overall Length TCXL Typ TCXR Typ Base Length Bottom Chord Ext from OAL BRG oeptn @ BL gay Slope H LE Seat Slope HL RE Seat Slope HL i Depth Type I _ Loading No Left No Right Left ; Right �— i IJ112 40 LH 360/210 j 69'-7 1/2 1'-0 1/2 F 1'-0 1/2 F 67'-6 1/2 1 5 1 5 0.375 R 0.375 L 0.375 IH ---- I LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots gp Bridged CEP ( N LE Seat Pitch N RE Seat Pitch BGR Seat Ext TCx Depth OSHA CJ Leff Right Left I Right _Mak —CS FS NS——FS --I Location j S j Size Length Gage I Location S Size Length Gage I Type Space F F J112 — V-21/4 I ( 13/16 2 4— 1'-3 1/4 13!16 2 4 ! i i ( Net Uplift ! add sed Pdmn r web Seoad w1n stress BPtEu LE BPIEN RE Pitched Joist Mark (PLf) I Camber deism FS TC Lyy Distance BC Lyy Distance ADLOAD TL Defl LL Dell TC Min BC Min ase � V. Min Depth Left Depth Right Pitch Left P.Type Pitch Right ( Offset Ridge Loc, J112 57 116-10 1/2 0.6 K 240 360 --� ---I --- --� ----- ' -� --- k ; Remarks Shop Order Codes Symbols General Notes 1 Symbol Definitionsmar --_ J112 I -' 1. IBC 2009 2. SDS = 0.719 i i DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: rl U C 13 m FILE NUMBER: LIST NUMBER: 5 SHT 2 OF 2 JOB NAME: ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chad Additional Concentrated Loads-Loads are in KIPS-Loads start at LE Base Length and are than bated from the previous bad _ I Mark I Load Oid_ arca _� Loa! Distance Ext toad Distarroe Ext Load Dislahx Ed Load D'utanco Est J1 12 I I I - I �- I - - Bohan Chord Additional Concentrated Leads-Loads as in KIPS-Loads start at LE Base Length and are than located atom the previous bad --Load Distance Est Load Distance I Exl Load Distance Ext Lead Distance— Ext Load i Distance I� J112 1 I I I I t i I TCXL Undomt I TCXR Unita. Bolan Chord Main S_ an Drift Load/Load in PLF Main Span Drift Load!Load in PLF rc=ec ( Worki Load Load Uniform Loaf TC Bend BC Bend T18 'A'Start Loc p 'B'Load 'C Load 'D'Tran.Dist TIBI 'A'Stan La. I 'B"Load ' 'C Load I 'D'Tran.Dist J1121 1 0.6K 0.3KLL__ I I 1 Fixed MomI REO'D ent Lateral Moment Left End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB Avg Screw ` I Alan. Leh Right I WIE Leh Right TIB W I E Em I TIB W E Em T1B I Left End I Cetal I TIB I Right End Detail LE I RE I LE RE Space(in) iJ112 TC 3.0 K TC 3.0 K TC SEAT TC SEAT — I i 1 � r4 LJ C 0 Fq JOIST BILL O F MATERIAL BACKSHEET ColeF Code Summary Number File Number ST.ANTHONY COMMUNITY CENTER ! JOB: RED List Number VULCRAFT GROUP ❑0 6 LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF Refer To Drawing CLIP IncreaseBTF SEQUENCE: 1 DESC: JOIST TYPE:1 ❑ 7 GREYr Co1ats i J. 1 ! Mark QtyDesignation __ Overall Length I TCXL `Typ TCXR Typ Base Length Bottom Chord Ext from DAL I BRG Depth @g81. Bay Slope H LE Seat Slope HL RE Seat Slope HL Depth Type Loading No I Left No A J113 1 26 K 360/210 28--01/41 0'-3 1F 0'-2 ' F 27--71/4 I 21/2 21/2 0.375 L 0.375 H 0.375 L J 114 1 26 K 360/210 28--01/4 0'-3 IF 0'-2 F 127'-71/4 1 21/2 21/2 0.375 L 0.375 H 0.375 L J 115 i 4 28 K 360/210 29'-2 1/2 0--21/2 F 29'-0 HN 5 0.375 L 0.375 H 0.375 L J 116 1 28 K 360/210 29'-2 1/2 0'-2 1/2 F 29'-0� 2 0--71/25 0.375 L 0.375 H 0.375 L LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots Bridging Clip N BGR Seat Ext TCx Depth OSHA CJ BP t Pitch RE Seat Pitch Mark NS FS NSFS Location S Size Length Gage Location S Size Length Gage Type Space F F Left Right Left Right � J113 � I— — _ I — I J114-�--- - J 115 J116 Y i 0'-1 3/4 9/16 2 3 1/4 0'-7 9/16 2 31/4 I I Net Uplift ' Camber Addseft FS TC Lyy Distance BC Lyy Distance ADLOAD TL Defl LL Defl TC Min BC Min P"m"' smondwec Stress eP�uLE ePEntRE Pitched Joist kAik (PLF) I Weight _ M. M" Inc L-" M. I Depth Left Depth Right Pitch Left P.Type Pitch Right I Offset Ridge Loc. J 113 57 I 9'-2 0.6 K 240 360 J 114 57 ( 9'-2 0.6 K 240 360 j J 1 15157 __ 9'-8 0.6 K 240 360 J1 16 f 57 I 9'-8 0.6 K 240 360 —� 1 Fx Remarks Shop Order Codes Symbols General Notes/Symbol Definitions �J113 1. IBC 2009 i J114 2. SDS = 0.719 1115 DESIGN FOR 1.2 K ADLOAD AT ANY PANEL POINT ON B.C. J116 DESIGN FOR 1.2 K ADLOAD AT ANY PANEL POINT ON B.C. i DETAILER:_ DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: rl U C O R FILE NUMBER: LIST NUMBER: 6 SHT 2 OF 2 JOB NAME- ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord AdditiomJ Concentrated Loads-Loads are in KIPS-loads start at LE Base Length and are then located from the previous bad Mark i cad Distance I Ext Load I Distance Ext Load Distance &t Load Distance Eat Loaf Distance Eel J 11 3f- J1 14 J115 I f J1 16 ---- -- - ----------- --- —-- Bottom Chord Additional Concentrated Loads-Loads are in KIPS-Loads start m LE Base Lercph and are then lorded from the previous load Mark Load DLhance EM Load Distance Ext Load I Distance Est Load DWL-ncc Ext Load Distance Eat 0.5 K 1 13'-10 �J113 J 1J1140.5K ( 13'-10 I i J1 15 -.- -------I-- - I- - I- �-- IJ116 I I I- LJ I i- FTCXL Undam TCXR Undorm Bottom chord Main Span Drift Load/Load in PLF Main Span Drift Load!Load in PLF TO=BC Marl Load Load Undorm Load TC Bend BC Bend TB 'A'Siad Loa 'B'Lead 'C Load 'D'Tran Dist TBi -A-Stan Loc. 'B'Load 'C Load 'D'Tran.Dist J113 0.6 K 0.3 K T 0'-4 413 I 0 13'-0 + 1 J� 114 — 0.6 K 0.3 K T 0'-4 413 31 12'-0 T 12'-0 31 i 31 15'-7 1!4 ( J115 � 0.6K I j J116 0.6K... I- — - ------- '( �- Fixed Moment Lateral MomentLeft End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB Avg Screw Mad. _ Leh Right Leh Rghl I REO'D L W E Em TB W E Em TB Lett End Desai ITB Right End Desai LE RE LE RE Space(in) TO 3.0 K TO 3.0 K TO SEAT TO SEAT J113 TO 3.0 K TO 3.0 K J1141 TO SEAT TO SEAT I TO 3.0 K TO ( 3.0 K TO SEAT rc SEAT J1151 TO 3.0 K TO 3.0 K TO SEAT TO SEAT I I3 3 -1 " U C 13R JOIST BILL O F MATERIAL BACKSHEET Co1�Code Summary Number i File Number VULCRAFT GROUP JOB: ST.ANTHONY COMMUNITY CENTER L RED List Number LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF 1 Refer To Drawing 1 CLIP increase BTF 2 Primer Color Coats SEQUENCE: DESC: JOIST TYPE:I-- � GREY 1 _ — j Designation Overall Length TCXL T TCXR T Base Len th Bottom Chord Ext from OAL BRG Depth @ eL Ba Sloe H LE Seat Slope HL RE Seat Sia HL Mark I Qty DepthI Type Loading I g i yP YP g No I Left NO Right I Left Right y p J 117 j 1 ; 26 K 360/210 28'-01/4 0'-3 ! F 0'-2 F 27'-7 1/4 ( - 2 1/2 2 1/2 0.375 L 0.375 H 0.375 L 1 ,1118 ' 1 ; 26 K 360/210 28'-01/4 0'-3 F 0'-2 F 27'-7 1/4 12 1/2 2 1/2 0.375 L 0.375 H 0.375 IL i _ i i LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots Bridging Clip N N BGR Seat Ext TCxoepth OSHA CJ BP LE Seat Pitch RE Seat Pitch Mark NS FS NS FS Location S Size Length Gage Location S Size Length , Gage Type Space F F Left Right Left Right J117 ; —) J 118 - ---` 1 -'- I Net UptiR Camber Add sen FS TC Lyy Distance BC Lyy Distance ADLOAD TL Dell LL Deft TC Min BC Min W. W°n rwm sx W. sues LUPBP Eu RE Pitched Joist _Mark (PLF) Might �" u Depth Lett Depth Right Pitch Left P.Type Pitch Right Offset Ridge Loc. J 117 } 57 I { 9'-2 0.6 K 240"360, { { J1 18 57 , 9'-2 0.6 K 240 360 1 � Remarks Shop Order Codes Symbols General Notes t Symbol Definitions Mark J117 _ 1. IBC 2009 J118 � 2. SDS = 0.719 { i { DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF:F-1 r• r4 u C 0 R FILE NUMBER: LIST NUMBER: 7 SHT 1 OF 1 JOB NAME- ST. ANTHONY COMMUNITY CENTER VULGRAFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concentrated Loads•Loads are in KIPS-!tads start at LE Base Length and are then located from the previous load Mark Load Distance I Ext Load Distance Ext Load Distance Ext Load Dislanur Ext Load I Distance Ext J117 - I - I IJ1181 ---t i i i I i t Bottom Clwyd Additional Concentrated Loads-Loads min KIPS-Loads start at LE Base Length and are(hen located from the previous bad Mark Load Distance Ext Load Dis1w,ce I Ex( Load Distance EA Load Distance Ext Load Distance I Ext J117 - - - - I- J118 - ---i--- i I- -iCXL Undarm TCXR Unilorm BWbm Chord-7 i Main S an Drift Load 1 Load in PLF I Main Span Drift Load 1 Load in PLF ! --I./ad - Lead Loa? Undorm Loaf f TC Bend BC Bend TIB 'A'Stan Loc —p 'B'Lead 'C'Load 'D'Tran Diu I n TIBI 'A'Start Loc 'B'Load 'C'load 'D'Tran.Dist I I Tc=ac J117 0.6 K 1 0.3 K T j 0'-4 413 31 12'-0 j T I 12'-0 31 31 116-7 1/4 ! A 18 0.6 K 0.3 K T 0'4 413 0 13'-0 I j j I ( � i j Fixed Moment I Lateral Moment I REQ'D Left End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB Avg Screw Mark Left Right I WIEI Lefl Right t T1B W E Em TIB W E Em TIB Leff End Dow! TIB Right End Detad LE RE l 1_LE RE Space(in) Tc 1 3.0 K. TC 3.0 K Tc SEAT TC SEAT !J117 J118 Tc 3.0 K Tc 3.0 K Tc SEAT Tc SEAT I - � I I �- II ___ i LSI i 1 r41L J C C3 R JOIST BILL OF MATERIAL BCUANT TYT ColeF Code Summary Number File Number JOB: ST.ANTHONY COMMUNITY CENTER RED List Number VULCRAFT GROUP 8 LOC: TIGARD,OREGON BRIDGING Allow Stress Piece Count SHEET 1 OF 1 Refer To Drawing CLIP Increase BTF SEQUENCE: 1 DESC: JOIST TYPE:�--1 ❑ 11 GRE or Colats I J. 1 Designation Bottom Chord Ext from CAL BRG Depth @ BL Mark Qty Overall Length TCXL i Typ TCXR Typ Base Length iBay Slope HE LE Seat Slope HL RE Seat Slope HL Depth ) Type Loading No Left No Right Left Right J119 1 4 20 K 360/210 1 22'-10 1/8 0'-2 F 0'-2 F 22'-6 1/8 2 1/2 2 1/2 0.375 L 0.375 I H 0.375 L 6 20 K 360/210 122'-10 1/8 0'-2 F 0'-2 F 22'-6 1/8 j 1 2 1/2 2 1/2 0.375 L 0.375 H 0.375 11- J1201 J 121 1 20 K 360/210 22'-45/8 j 0'-2 F 22'-2 5/8 121/2 21/2 0.375 L 0.375 H 0.375 IL I 1 LETC Skew RETC Skew Left End Bearing Seat Slots Right End Bearing Seat SlotsBridging Cip N N BGR Seat Ext TCX Depth Mirk t OSHACJ NS I FS NS FS Location S Size Length Gage Location S Size Length Gage BP Type Space F LE Seat Pitch F RE Seal Pdch Left Right I Left Right I J119 ! �—• — — - i — J120 - _ I I J121 Y I 0'-11/2 19/16 2 31/4 0'-2 9/16 2 31/4 Net Uplift Add sen Pamary Web Secant Web Stress BP.EM LE BPiEM RE Pitched Joist Camber FS TC Lyy Distance BC Lyy Distance ADLOAD TL Defl LL DO TC Min BC Min _Mvk i I MY1 �" ky' M. Depth Left Depth Right Pitch Left P.Type Pitch Right Offset Ridge Loc_ J� (PLF) Weight_ 57 9'-2 0.6 K 240. 360 J 120 ! 57 I 9'-2 0.6 K 240 360 J121 ( 57 9'-2 ` 0.6 K 240 360 I � � -- Mark Remarks Shop Order Codes Symbols General Notes/Symbol Definitions _ J119 F— 1. IBC 2009 J120 2. SDS = 0.719 i J121 i I DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: El N u C M R FILE NUMBER: LIST NUMBER: 8 SHT 1 OF 1 JOB NAME: ST. ANTHONY COMMUNITY CENTER VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chard Additional Concentrated Loads-Loads are in KIPS-Loads:tart at LE Bxe Length and are then b=ed from the previau load Mark Load Distance Ext Load Distance Ext Load Distance I Ext Lead I Distance JExt Load ; Distance 1 Ext j119 r � L- - J120 i J121 1 (— Bottom Chord Add lional Concentrated Loads-Loads are in KIPS-Loads start at LE Base Length and are then located farm the previous load Mark Load Distance I Ext Load Distanx Ext Load Distance Ext Load Distance Pmt Load Distance Ext J119 - - - -- 1 I J120 I I I I 1 J 121 ----- -- � I- - - - --- -- ---- -�-- i 1 I _ TCXL Un ifwm TCXR Unite- Salom Chwd Main_Span Drift Load 1 Load in PLF Main Span Drift Load I Load in PLF I Tc=ec TC Bend BC Bend Ma:k Land Load Uniform Load I TIBi •A'Stan Loa 'B'Load 'C'Load 'D'Tran Dist TIBI 'A'Start Loc. 'B"Load 'C'Load i 'D'Tran Dst j J119 0.6K 0.3K J120 , 0.6 K 0.3 K j T 0'-11 413 1 0 13'-0 j �I J 121 0.6 K 0.3 K T 0'-11 413 0 13'-0 Fixed Moment Lateral Moment I REO'D ' Left End Top Chord Axial Load Right End Top Chord Axial Load Method Of Axial Transfer Knife PL Wood HB Avg Screw I— Mark Left Right W Leh I Rght I TR W I E Em TIB I W E Em TIB Leh End Detal TIB NUN End Detail LE RE I LE RE Spatia(in) 13.0 K TC 3.0 K Tc SEAT Tc SEAT 1 J119 I I rc J120) 3.0 K TC 3.0 K TC SEAT TC SEAT i � TC 3.0 K TC 3.0 K TC SEAT Tc SEAT 1121 - 14 U C 0 R BRIDGING BILL OF MATERIAL Color Code Summary Number File Number V U L C R A F T GROUP JOB: ST. ANTHONY COMMUNITY CENTER RED List Number TIGARD, OREGON BOLT 9 LOC: SIZE Piece Count SHT 1 of 1 Refer To Drawing END SEQUENCE: 1 DESC: 221 I Primer Color Coats J, 1J.50 ( _ GREY1 '_ 1. Item#1 Item#2 -i— ---- i Bottom Of Top Of Elevation Make A•8 Length Symbols Mark f Dry Description Sizel Length I A B C G Item#1 Item#2 Space Delta Tilt Like Tc ec coal(Tc ec CLIP g y �HB-1 82 �1-1 3/4X1 3/4X7/64 20'-0 HB-2 163 I L1 3/4X1 3/4X7/64 20'-0 X( B-1 72 I L1 1/4X1 1/4X7/641 40LH 40LH 7'-6 UB-1 2 Uplift Brace Angle 4013 40LH I ( ( I UB-2 2 Uplift Brace Angle) 40G 28K I I 1 _ I � I i f i 1 I I I I - I - r Remarks General Notes!Symbol Definitions i I I DETAILER: DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: SHOP ORDER: SHOP ORDER CHECKER: