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HomeMy WebLinkAboutPermit Building 2020-02-21SPRINGFIELD - OREGON Web Address: www.springfield-or.gov Permit Issued: February 21, 2020 Building Permit Commercial Structural Permit Number: 811-19-002835-STR IVR Number: 811019899261 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov TYPE OF WORK Category of Construction: Commercial Type of Work: Tenant Improvement Submitted Job Value: $9,482,659.00 Description of Work: Phase 2 of Pacific Source remodel JOB SITE INFORMATION Worksite Address Parcel Owner: PACIFICSOURCE 555 INTERNATIONAL WAY 1703154000700 PROPERTIES LLC Springfield, OR 97477 Address: 110 INTERNATIONAL WAY SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone SWINERTON BUILDERS INC - CCB 78483 415-421-2980 Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending 1260 Framing 1440 Insulation Ceiling 154U Gypsum Board/Lath/Drywall 1600 Ceiling Grid Struct Com Pending Struct Com Pending Struct Com Pending Struct Com Pending 8999 Final Fire Fire Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811019899261 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 2/21/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002835-STR Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $6,003.86 SDC: Improvement Cost - Local Wastewater 4535.46 $4,535.46 SDC: Reimbursement Cost - Local Wastewater 9207 $9,207.00 SDC: Total Sewer Administration Fee 687.12 $687.12 Fire life safety plan review $33,934.86 Structural plan review fee $33,934.86 Structural building permit fee $52,207.48 State of Oregon Surcharge - Bldg (12% of applicable fees) $6,264.90 Total Fees: $146,775.54 Printed on: 2/21/20 Page 2 of 2 C:\myReports/reports//production/01 STANDARD Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD DEPARTMr; U$E ONLY Permit no� q ^ � OREGON / L Date: / Z' 2 If 5 This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: [-]Yes ❑No Property is within flood plain: ❑Yes [-]No CATEGORY OF CONSTRUCTION ❑ Residential I ❑ Government I © Commercial JOB SITE INFORMATION AND LOCATION Job site address: 555 International Way City: Springfield State: Oregon I ZIP:9747 Subdivision: 1 Lot no.:l T03154000T Reference: p3 LS 4 d* Taxlot: 00-10 O PROPERTY OWNER Name: PacificSource Address: 555 International Way City: Springfield State:Oregon Z1P9747 Phone: 541/686-1242 Fax: - - E-mail: Erick.Doolen@pacificsource.com Building Owner or Owner's agent authorizing this application: Sign here: ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Swinerton Construction Address: 342 SW Second Avenue City: Portland State:Oregon ZIP9720 Phone:503 -224- 6888 Fax: - - E-mail: BFoote@swinerton.com CCB license no.: 78483 Print name: Branch Foote Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Occupancy B - Office Plumbing Square feet: 45,000 Mechanical Cost per square foot: $210.00 Last edited 5-5-2019 BJones 0] FEE SCHEDULE 1. Valuationinformatiou (a) Job description: Tenant Improvement Z, Occupancy B - Office Construction type: 111-13 Square feet: 45,000 Cost per square foot: $210.00 Other information: Sprinklered, Smoke Detection, & Smoke Control Type of Heat: Energy Path: ❑ new 21alteration ❑ addition (b) Foundation -only permit? ❑ Yes ®No Total valuation: $ 9,482,659 2_Bu4ing.fees (a) Permit fee (use valuation table): $ 2 20 (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees_ .�3,�•`i+ (a) Plan review (65% x permit fee [2a]): (b) Fire and life safety (65% x permit fee [2a]): $ $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 xpermit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): 77-1 rJ_ SPRINGFIELD City of Springfield Fees Paid Development and Public Works '—` Transaction Receipt 225 Fifth Street v 811-19-002835-STR Springfield, OR 97477 ,OREGON IVR Number: 811019899261 541-726-3753 permitcenter@springfield-or.gov Receipt Number: 473676 Receipt Date: 1130/20 www.spdngfield-or.gov Worksite address: 555 INTERNATIONAL WAY, Springfield, OR 97477 Parcel: 1703154000700 Printed: 1/30/20 9:02 am Page 1 of 1 FIN_TransactionReceipt_pr Fees Paid Transaction Units Description Account code Fee amount Paid amount date 1/30/20 1.00 Ea Structural building permit fee 224-00000-425602-1030 $52,207.48 $52,207.48 1/30/20 1.00 Ea State of Oregon Surcharge - Bldg 821-00000-215004-0000 $6,264.90 $6,264.90 (12% of applicable fees) 1/30/20 1.00 Ea Fire life safety plan review 224-00000-425602-1030 $33,934.86 $33,934.86 1/30/20 1.00 Automatic Technology Fee 204-00000-425605-0000 $6,003.86 $6,003.26 1/30/20 9,207.00 Amoun ------------ SDC: Reimbursement Cost - Local 611-00000-448024-8800 $9,207.00 $9,207.00 Wastewater 1/30/20 4,535.46 Amoun SDC: Improvement Cost - Local 611-00000-448025-8800 $4,535.46 $4,535.46 Wastewater 1/30/20 687.12 Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 $687.12 $687.12 Payment Method: Check number: 001103 Payer: PacificSource Payment Amount: $112,840.08 Cashier: Katrina Anderson Receipt Total: $112,840.08 Printed: 1/30/20 9:02 am Page 1 of 1 FIN_TransactionReceipt_pr 6ELDGFI10 Mi4;0 Transaction Receipt 811-19-002835-STR IVR Number: 811019899261 Receipt Number: 473382 Receipt Date: 12/24/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov www.springfield-or.gov Worksite address: 555 INTERNATIONAL WAY, Springfield, OR 97477 Parcel: 1703154000700 Fees Paid Transaction Units Description Account code Fee amount Paid amount date 12/24/19 1.00 Ea Structural plan review fee 224-00000-425602-1030 $33,934.86 $33,934.86 Payment Method: Check number: 001095 Payer: Pacific Source Payment Amount: $33,934.86 Cashier: Thayne Smith Receipt Total: $33,934.86 Printed: 12/26/19 9:10 am Page 1 of 1 FIN_TransactionReceipt_pr City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 SPRINGFIELD Planning Division Information Sheet for Building Permits Commercial/Industrial/Multi-Family Residential The Planning Division requires the following information for all building permit submittals on properties zoned Medium Density Residential, High Density Residential, Commercial, or Industrial, including new construction, expansions, and changes of use. New construction, expansions, and changes of use to any building, parking, or development area in these zoning districts requires either Minimum Development Standards -MDS review (SDC 5.15-100) or Site Plan Review (SDC 5.17-100) by the Planning Division. Overlay District Development review (SDC 3.3-100) may also be required, depending on the site. NOTE: It is prudent to make sure your use is permitted in the applicable zoning district. Building Permit, Police or other permit approvals or inspections are not Planning approval. Required ,..section) Applicant Name: Russell L. Hale Phone: 503/224-9656 ,?330 Company: GBD Architects, Inc. Fax: Address: 1120 NW Couch Street, Portland OR 97209 ASSESSOR'S MAP NO: 17031540 TAX LOT NOS : 00700 Property Address: 555 International Way, Springfield, Oregon 97477 Description of the proposed work to be completed under this building permit: Tenant Improvements for 45,000 sf of existing 400,000 sf office space - Adding a new central atrium with skylight and stairs for connection to the second floor. Has this development proposal been reviewed by the Planning Division through an application process (i.e. MDS or Site Plan Review)? ❑ Yes ❑x IVo If yes, Case #: If no, is this a change in use? ❑ Yes x❑ INo Prior Approved Use: Office Proposed Use: Office Does the use necessitate the use of any chemicals or substances that are hazardous or re vire Material Safetm and Data Sheets f MSDS to be kgpt on site? ❑ Yes ❑x IVo Required Propertysection) TOTZ: overlay(s): ,Zoning The proposed project requires submittal and approval of the following Planning application prior to building permit approval: ❑ DWP Overlay District Development ❑ Statement Letter Regarding DWP Exemption ❑ MDS ❑ MDS Land Use Compatibility Statement ❑ Site Plan Review ❑ Other: Reviewed by: Date: These calculations apply to the Phase 2 Permit Set as verification for the openings kpfi added in the existing Level 011110 2 floor and roof diaphragms. October 18, 2019 Ms. Jane Great GBD Architects 1120 NW Couch Street, Suite 300 Portland, OR 97209 Re: PacificSource HQ TI Structural Calculations — CCD1 (Added Atrium Skylight) Dear Jane: Attached please find the calculations, dated October 18, 2019, which verify the structural adequacy of the added atrium skylight in Sector G of the tenant improvement at the 555 International Way Building in Springfield, Oregon, as shown on drawings 5001 through 5303. Design is based on the requirements of the 2014 Oregon Structural Specialty Code, based on the 2012 International Building Code. If you have any questions or need further information, please call me. Sincerely, �`v - Ian K. Eikanas, P.E., S.E., LEED AP Associate 111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 503 227-3251 kpff.com W. �c;` ' ,k Project 1 Location Client PorUand.Omgon Gw By X Sheet No. Dote 10/18/19 CCD01 - 1/5 Job ob No. Date DZ �rCv -- VOs 1 Gwwv(C ii/� j�,4 30 rl 3co 4 v++ �" u� wa(( p�pvne 04��� 1 w`2 = �{fl�sF(310��� 5-& -t t r�oPt (d.67 )(3ro rS.S�,�j ZW5 k F"04 �[,C !ii p'i' 64f -��tA.i T fsf rr4+,4zJjsS / it -f4//1., ( k1'. t. v4c WrO4 I C5� ((5-6#)M)&Z �O + ISD (d(0 670')(310%')(70) 65 rs (tS� �:}� 2) 3a � � 4 Zoo x m Ig12 k (MEP) = 3.Z5 (OG6F) e5 Sos t3. r 8� V,b 1&0 (a�resfi Isrz� = -7?4, k 4C7-91 its 4 f) - 7q&5(45) f I-SIZ (31) r2 = D• 1 z (7q(,) = 302 k tram d 0,Go? (78& k) = q7� i- Project 7G+i `, wTV1 I By �k Sheet No. Location Date 10/18/19. CCD01 - 2/5 Client Revised Job No. Porllond,Oregon Date �w.Lcw�c 01— C! Are,,, Z - t 4- C. P W2. {' Wtodt D- SSS Ile wtz : Z`I2 k 0T-eOPx , 3k foot= r�. =��� o-2Ste,ZeOf, 0.1 S� IQ EJ - q ice_ . —�-- l Z• 3•'�.Y Project Location Client Porllond,Oregon i t` 1 S6 t Ka Vk WK 3.51 i' 56�� /YIAj( r a � .� � Z 7K Bc Z rr z C r t, it-Wh 5-2 0 Vt. Grp s'Z7Kk la -9 2-)c 011.3k By Sheet No. Date 10/18/19 CCD01 - 3/5 Job No. Revised Date � lb' 32' fPr-4 ��✓LCWLC.R� V�, @jfci�LQ/l.q �oRK sP�� /tL/ �3�'S' 101oGK�a�(i z�s aqr 10i e�,jf ✓ 141 YgAL Q vfo,,n = 7950 fif 6E -W , 9 2 0 ��¢ (N- Si +ale K. ZA I bne C ADIM '35-0 11 plc Ri 3 0.5® -C 1,0 vl� i$2 !4r.+ z Vr��r%+ p1,�q�ir. 3 ) 5, k 10(oyC I pp 5 A(SO G4�L� JO�rJI tin Cerr • 41rtl'kM Wl�'In 54w4%/cLr4 T irtJ (reS- 5?r--4d'Lh¢Cf' D� r 4 ��{ ar.xti4.� 10&j. 1 Project [� Location Client kpff Podland,Oregon PS - 4.7 k) _ �•R2 k t a By Date Revised Date szM�foN CMS 1 11- 4rCk 3lo P(i; (u(y wsR on o�`l sraiG�� 850 �I� - -NO �I�S 5,I0 Ply o. { Z' r vJ ii - w �O✓1 Sheet No. 10/18/19 CCD01 - 4/5 Job No. i 10/18/19 CCD01 - 5/5 5P1t11+Ita�l�ELa ' r CITY OF 1 OREGON ' 225 FIFTH STREET SPRINGFIELD, OR 97477 PH: (541)726-3753 FAX: (541) 726-3689 i93tEGC1N Public Works and Develoument Supplemental Submittal Form Date : � q r:-'4�� To Staff Member: From : Contact Phone Number: 5 ` Sb� Permit Number/Journal Number: Project Address:S, �V Description of Submittal Material: Instructions for City Staff: Accepted By: _ 51 i kA 0 0 \"1 b-� 5 5 b jtkl CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE WORKSHEET JOURNAL OR JOB NUMBER 19-0002835-STR NAME OR COMPANY: Pacific Source LOCATION: 555 International Way MAP & TAX LOT NUMBER: 1703154000700 DEVELOPMENT TYPE: Commercial NEW DEVELOPED AREA (S.F.): 10,000.00 MWMC: 310 ITE: 310 EXISTING DEVELOPED AREA (S.F.): - MWMC: 310 ITE: 310 > " TOTAL IMPERVIOUS SURFACE (S.F.): LOT SIZE S.F.): p 1. STORM DRAINAGE NEW IMPERVIOUS SQ. FT. A. REIMBURSEMENT COST: IMPERVIOUS SQ. FT. x $ 0.303 PER SF $0.00 B. IMPROVEMENT COST: IMPERVIOUS SQ. FT. x $ 0.437 PER SF $0.00 Cost per SF= $ 0.740 TOTAL STORM DRAINAGE SDC -E $0.00 2. SANITARY SEWER -CITY (see reverse side) A. REIMBURSEMENT COST: NUMBER OF DFU's 54 x $ 170.50 PER DFU $9,207.00 B. IMPROVEMENT COST: NUMBER OF DFU's 54 x $ 83.99 PER DFU $4,535.46 $ 254.49 TOTAL LOCAL WASTEWATER SDC:l $ 13 742.46 1 $13,742. 6 3. TRANSPORTATION BLDG AREA TGSF x TRIP RATE x COST PER ADT x NEW TRIP FACTOR NEW: A. REIMBURSEMENT COST: 0.00 x 8.36 x $ 19.86 PER TRIP x 0.85 NTF $0.00 R. IMPROVEMENT COST: 0.00 x 8.36 x $ 377.40 PER TRIP x 0.85 NTF $0.00 L;XISTING: A. REIMBURSEMENT COST: 0.00 x 8.36 x $ 19.86 PER TRIP x 0.85 NTF $0.00 B. IMPROVEMENT COST: 0.00 x 8.36 x $ 377.40 PER TRIP x 0.85 NTF 1 $0.00 $ 397.26 TOTAL TRANSPORTATION REIMBURSEMENT SDC: $0.00 TOTAL TRANSPORTATION IMPROVEMENT SDC: $0.00 TOTAL TRANSPORTATION SDC:r$- - $0.00 4. SANITARY SEWER - MWMC NEW: A. REIMBURSEMENT COST: NUMBER OF FEU's 0.00 x $257.77 PER FEU $0.00 B. IMPROVEMENT COST: NUMBER OF FEU's 0.00 x $2,569.63 PER FEU $0.00 C. COMPLIANCE COST: NUMBER OF FEU's 0.00 x $36.49 PER FEU $0.00 EXISTING: A. REIMBURSEMENT COST: NUMBER OF FEU's 0.00 x $257.77 PER FEU $0.00 B. IMPROVEMENT COST: NUMBER OF FEU's 0.00 x $2,569.63 PER FEU $0.00 C. COMPLIANCE COST: NUMBER OF FEU's 0.00 x $36.49 PER FEU 50.00 MWMC CREDIT IF APPLICABLE (SEE REVERSE) $0.00 TOTAL MWMC REIMBURSEMENT FEE: $0.00 TOTAL MWMC IMPROVEMENT FEE: $0.00 TOTAL MWMC COMPLIANCE FEE: $0.00 MWMC ADMINISTRATIVE FEE:j 0.00 - TOTAL MWMC SDC:Fs- $0.00 SUBTOTAL ADD ITEMS 1 2 3 & 4 13 742.46 5. ADMINISTRATIVE FEES: BASE CHARGE (SUBTOTAL ABOVE) $ 13,742.46 x 5% _ $687.12 STORM DRAINAGE ADMINISTRATION FEE: 0.00 SEWER ADMINISTRATION FEE: 687.12 TRANSPORTATION ADMINISTRATION FEE: 0.00 LOCAL MWMC ADMINISTRATION FEEA 0.00 1/13/2020 TOTAL SDC CHARGES DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) #REFI DRAINAGE FIXTURES UNIT FIXTURE FIXTURE TYPE NEW OLD EQUIVALENT UNITS BATHTUB DRINKING FOUNTAIN FLOOR DRAIN, FLOOR SINK INTERCEPTORS FOR GREASE/OIL/SOLIDS/ETC. INTERCEPTORS FOR SAND/AUTO WASH/ETC. LAUNDRY TUB CLOTHES WASHER/MOP SINK CLOTHES WASHER - 3 OR MORE (EA) MOBILE HOME PARK TRAP (1 PER TRAILER) RECEPTOR FOR REFRIGERATOR/WATER STATION/ETC. RECEPTOR FOR COMMERCIAL SINK/ DISHWASHER/ETC. SHOWER, SINGLE STALL SHOWER, GANG (NUMBER OF HEADS) SINK: COMMERCIAL, RESIDENTIAL KITCHEN SINK: COMMERCIAL BAR SINK: WASH BASIN/DOUBLE LAVATORY SINK: SINGLE LAVATORY/RESIDENTIAL BAR URINAL, STALL/WALL TOILET, PUBLIC INSTALLATION TOILET, PRIVATE INSTALLATION MISCELLANEOUS: NUMBER OF EDU'S* 2 7 1 7 8 3 0 1 0 3 0 3 0 6 0 2 0 3 0 6 0 12 0 1 0 3 0 2 0 2 0 3 6 2 0 2 0 1 0 5 0 6 48 3 0 n TOTAL DRAINAGE FIXTURE UNITS = 1 54 *EDU (Equivalent Dwelling Unit) is a discharge cquivalent to a single family dwelling (20 DFU) set at 167 gallons per day CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE IN TABLE, CALCULATE CREDITS SEPARATELY ANNEXED RATE PER $1,000 ASSESSED VALUE YEAR J ANNEXED ASSESS D VALUE 1979 or before $5.29 1992 1980 $5.19 1993 $1.45 1981 $5.12 1994 $1.25 1982 $4.98 1995 $1.09 1983 $4.80 1996 $0.92 1984 $4.63 1997 $0.72 1985 $4.40 1998 $0.48 1986 $4.07 1999 $0.28 1987 $3.67 2000 $0.09 1988 $3.22 2001 $0.05 1989 $2.73 2002 $0.00 1990 $2.25 2003 $0.00 1991 $1.80 2004 $0.00 CREDIT FOR PARCEL OR LAND ONLY IF APPLICABLE x $0.00 IMPROVEMENT (IF AFTER ANNEXATION DATE) x $0.00 CREDIT TOTAL $0.00 T -PL US STEEL FABRICATORS, INC 3725 WESTERN WAYNE ALBANY, OR 97321 TO: Springfield Dev & Public Works Dept 225 Fifth Street Springfield, OR 9 74 77 LETTER OF TRANSMITTAL DATE: 12/13/19 JJOB NO. 19-16 ATTENTION: Chris Carpenter, Plans Examiner RE: Pacific Source resubmittal for Structural steel drawines for skvlieht framini, WE ARE SENDING YOU THE FOLLOWING ITEMS: SHOP DRAWINGS El PRINTS = PLANS SPECIFICATIONS = COPY OF LETTER X OTHER: Erection Drawings 2 12/13/19 E4 REV 0 & E5 REV 0 2 12/13/19 Al, A2 2 12/13/19 B22, B23, B25, B26, B27, B28, B29, B30 2 12/13/19 C6, C7, C8, C11, C12, C13 2 12/13/19 M24, M25, M26, M27, M35, M36 THESE ARE TRANSMITTED AS CHECKED BELOW.• FOR APPROVAL = FOR YOUR USE AS REQUESTED FOR REVIEW AND COMMENT REMARKS: SIGNATURE Greg Normandin International Way, Springfield, OR, 97477 SWINERTON • • • • • • • • • • • • • • • : `Pacific §Wo -%e HQ • v1929M%4 :. a Request For Information # 00082: •; •: To: GBD Architects Incorporated RFI Date: 11/18/2.019 Attention: Jane Great Date Due: 11/22/2019 CC: RFI Type: Structural Priority: Normal Schedule/Activity ID: Document Reference: S103F Spec Section: 054000 Status: Open Subject: Stiffener Plates at Atrium Skylight INFORMATION REQUESTED: Requested By: Zackery Callahan Located at grid lines C and D in building A area F. At locations in marked up attachment, the new steel connection shows attaching to knife plates at beam to beam connection above columns. Existing stiffener plates and seismic channel reinforcement create conflict for this connection. Please confirm knife plates welded to existing stiffener plates is acceptable. Please provide direction regarding seismic channel reinforcement at stiffener plate. SUGGESTION: ANSWER: Possible Cost Impact: Potentially Possible Time Impact: Potentially Answered By: Date of Response: ATTACHMENTS: See the following mark-up for a field modification of the beam connection to acvcmmodata existing stiffener plates. (IKE KPFF 2019-11-19) Page 1 of 1 Print Date: 11/18/2019 11:57 AM 00 (N) 3/8" FU _L -DEPTH STIFFENER PL w ,E BOLTS AS w/ 3" RETURNS TOP AND BOTTOM s .. • i r r r ,Channel reinforceme `at stiffener plates m 1 ,'Channel �reinforcementj ' Stiffner plate �' y' c -� � — •. w_ _ tS HSS20X8Xl/2 x 39'-9 5 - HSS BEAMS - Al MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS Al 5 HSS BEAMS SQ -2 Al 5 HSS20X8Xl/2 39'-9" 16639 A! TOTAL WEIGHT THIS DRAWING 16639 0 11/26/2019 For Fabrication JGF I SF A 10/22/2019 For Approval GFSF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION HSS DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way ME Albany, OR 97321 JOB No. 19 -XX DRG No. Al HSS20X8X1/2 x 39'-7 RD 39'-413/16 23/16 I M N r GF SF GF SF BY CHKD BY 3725. Western Way N.E. Albany, OR 97321 JOB No. 19 -XX DRG No. A2 0 11/26/2019 For Fabrication A 10/22/2019 For Approval REV. I DATE DESCRIPTION OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE rJ - HSS BEAMS - A2 LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION HSS MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DRAWN BY GF A2 5 HSS BEAMS SQ -2 CHECKED BY SF A2 5 HSS20X8X1I2 39'-7"16568 A500-GRE TOTAL WEIGHT THIS DRAWING 16568 APPROVED BY M N r GF SF GF SF BY CHKD BY 3725. Western Way N.E. Albany, OR 97321 JOB No. 19 -XX DRG No. A2 21'-81/16 Ila ■ • • • . N • to co m 67 c0 00 f0 a u3' ifF c0 6J c0 a 1 -i c0 In c0 co co w c0 tri uF ui ui r3 c0 ui c0 c0 c0 w <0 ui aF Zn iiF aF c0 a 10 10 In' vi N c0 4 uF v •• • ■ 4S7 • dp ■ ui • aTi • m RDS an � CIF � a � � � r � � � � � � � � r � r r � � � � � � � • � r •• � • • �— • • O � . �• 1C • 115/16 2'-0 N 2'-0 �* 2'-0 m 2'-0 ED O N a 2'-0 r 2'-0 r 2'-0 CO M O N 2'-0 � 2'-0 � 2'-0 N 2'-0 N �` M O O CV 2'-0 N 2'-0 N 2'-0 N 2'-0 M 2'-0 M 2'-0 M lD OD O N a 2'-0 M 2'-0 M 2'-0 d' 2'-0 v 2'-0 4 M 2'-0 a O O 2'-0 v 2'-0 LO LO cD 2'-0 c, 2'-0 A 2'-0 CD O• 2'-0 �+_ 2'-0 1015116 2 21'-81/16 61'-8614 5 p36 (N/S) A 3112 V' N • _ ~ (D 1416"P1 1 N r A � - I 3112 5 W36X150 x 61'-10114 81/2 p36 a co M 1 M co co 0 11/26/2019 Fal FapnGallOn GF SF ly T A 1012212019 Fur AAp OEI GF SF 15/1x'.01/4 3 SIDES REV. DATE DESCRIPTION BY CHKDB) OPEN HOLES 13116" COPES PAINT PAINT T-PLUS ARCHITECT 3725 Western Way N.E ENGINEER Albany, OR 97321 A-A ONE - BEAM - B22 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DESCRIPTION BEAM B22 B22 1 _ BEAM SO-2 i rY.-,I. 61'-10114" 9326 DRAWN BY A99 GF JOBNO. 19—XX p36 1 PLv.' a 0 2 62'-10" 39 CHECKED BY A3 SF TOTAL WEIGHT THIS DRAWING 9364 APPROVED BY DRG No. B22 LRD I 2 5 V N C4 13/16"0 5 81/2 3 SIDES 141/ f� JL A -A p37 D 11 X16 2'-0 2'-0 2'-0 .w. 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-® 2'-P4-0 CO (O- f0- (D- (o (o CD (D: CD to (D (o W co tD co' co (D CD <o (D w (o <o (0• (o to • co • • co • (D. . RF a a aF a a a a a a a, a a a a a a a a a a a a a a q3' a ri •ui ;a;•• a r •. r. • N O co O N co co Cl N Cf co co O N to CD O N CD CO O (N V Cfl co • O •• r r r r r N Y N N N (N co co M M M V V I V V LO W) W) LO M M o• • 1 illeo 21'-81116 LRD I 2 5 V N C4 13/16"0 5 81/2 3 SIDES 141/ f� JL A -A p37 '/4 4'-67/8 27/16 1/2 p26 (NIS)� B � L- M co j M T l M T ,,yy M T 1`18"0 p27 (FIS) - / 21/6 RD 4' 8318" 63/1 B p20 N 1/4X3 SIDES TYP A -A 8'-13/4 81/16 13'-4`'x/8 p21(FIS) AI P26 (NIS) III li II II I I — — — — -- P20 (FIS) p27 (PIS I / / r I -„) -DI 8'-11/4. 81/16 1 13'-43/16, W24X62 x 24'-11/16 16'-113/4 81/16 22'-27116 P21 (FIS) p20 (FIS) Q) p26 (NIS) BI II II II I II ;I I I II A I� i I I i nI p27 (F/5) - o 16'-111/4 81/16 22'_115/16 • • 24'-91/2 • • • -1 • M I r.7 M M M I• '2 24'-93/16 (-61/2) 214 + p27 m ' p26 3 SIDES TYP 14 K3 SIDES TYP 1/4 0 11/26/2019 For Fabrication GF SF B -B A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16” COPES PAINT PAINT T -PLUS ONE - BEAM - B25 ARCHITECT 3725 Western Way N.E ENGINEER Albany, OR 97321 PROJECT NAME PACIFIC SOURCE MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS LOCATION SPRINGFIELD, OR B25 1 BEAM BEV -2 CONTRACTOR B25 1 W24X62 24'-11 9116" 1546 A99 DESCRIPTION BEAM p20 2 FL3/8"X7112" 1'-101/2" 36 A36 p21 2 FL3/8"X71/2" 1'-10liz, 36 AM DRAWN BY GF JOB No. 19 -XX p26 3 FL3/8"X31/2" 11-10518" 25 AM CHECKED BY SF p27 3 FL3/8"X3 114" 1'-10 5!8" 23 A3. DRG No. B25 APPROVED BY TOTAL WEIGHT THIS DRAWING 1 1666 W1 2X26 x 21'-75116 3 - BEAMS - B26 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS B26 3 BEAMS SQ -2 B26 3 W1 2X26 21'-7 5/16" 1688 A99 TOTAL WEIGHT THIS DRAWING 1688 2l'-513/16 . 3112 • I T T L T 3112 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. L DATE DESCRIPTION BY CHKD BY OPEN HOLES 13116" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION BEAM DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way N.E Albany, OR 97321 JOB No. 19 -XX DRG No. B26 C CA all 4�4 W1 2X26 x 21'-75116 3 - BEAMS - B26 21'-513116 3112 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS B26 3 BEAMS SQ -2 B26 3 W1 2X26 21'-7 5116" 1688 TOTAL WEIGHT THIS DRAWING 1688 `T T .3411 0 11/2612019 For Fabrication GF SF A 10/22/2019 For Approval GF Sr: REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION BEAM DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way N.E Albany, OR 97321 JOB No. 19 -XX DRG No. B26 RD 43/4 T i i _.l �I 43/4 2 21'-513/16 31/2 3112 W12X26 x 21'-75/16 co CD 3 -BEAMS - B27 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER 3725 Western Way N.E Albany, OR 97321 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION BEAM MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DRAWN BY GF JOB No. 19 -XX B27 3 BEAMS SQ -2 CHECKED BY SF - B27 3 W12X26 21'-7 5116" 1688 A99 DRG No. B27 APPROVED BY TOTAL WEIGHT THIS DRAWING 1688 4'-6518 BI 8'-11/4 4 JB 13'-315116 W24X62 x 24'-119116 18'-11314 81/16 I ----1- I ll I ! � M1�' X711 II !I A 16'-11114 81/16 - 22'-23/16 24'-91/2 • •f • M � M T M + Cl) y '5h6!'O M 1 1/2 24'-93116 (-61/2) i 21/4 63/16 11411j"x1"13LOTS _ p27 w" P20 N + 3 SIDES 114 �14�3 SIDES 4 14 3 SIDES p26 0 11/26/2019 For Fabrication GF SF 1/4 BB -BB A 10/22/2019 For Approval GF SF AA=A REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ONE - BEAM - B28 ARCHITECT 3725 Western Way N.E ENGINEER Albany, OR 97321 PROJECT NAME PACIFIC SOURCE MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS LOCATION SPRINGFIELD, OR B28 1 BEAM BEV -2 CONTRACTOR B28 1 W24X62 24'-119116" 1546 Ass p20 2 FL3/8"X7 vr' V-10 1/2" 36 Au DESCRIPTION BEAM p21 2 FL3/8"X71/2" 1'-10 VT 36 A3 DRAWN BY GF p26 3 FL3/8"X3112" 1'-10 518" 25 A3t JOB No. 19 -XX CHECKED BY SF p27 3 FL3/8"X31/4" 1'-105/8" 23 A TOTAL WEIGHT THIS DRAWING 1666 APPROVED BY DRG No. B28 i RD 21'-8112 115/16 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'70 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 a . 2'-0 2'-0 2'-0... RD CJ • • • • • • co w co w ID (0 ID co (0 67 0 � (D t0 0] co CD (O CO co (0 co co (O (D co (D '0 ■ co, 1F a I(3- Ia u) Ii 4 ( (n u a (a las 1f; In i f • L •�S, (c'O • • (R 2 • • • r N V co CO O N "T [D CO O N V (O 60 O N (D 00 O N cl' (D Co O N V' (D M M M 'T v V V' It (LO (D In CO LD c:) (D r r r r r N N N N M M �—(0 31/2 5 21'-8112 RD 2 61'-8614 31/2 5 A] V N CO 116"0 rr} �� 13/16.0 N r' ti M 5 r 4A 31/2 p37 (F/S)J 04) W36X160 X 61'-10'14 81/2 AR 1/ v M M' M. Mr 0 111126120191ro,fat3ricaiw GF SF 3 SIDES A 1 012 212 01 9 For Approval GF SF 1/4 REV. DATE DESCRIPTION BY JCHKDBY OPEN HOLES 13116" COPES PAINT PAINT T -PLUS p37 ARCHITECT 3725 Western Way ME _ ENGINEER Albany, OR 97321 A -A ONE - BEAM - B29 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DESCRIPTION BEAM B29 1 3A11 SQ -2 DRAWN SY GF B29 1 Wl6XI50 61'-10114" 9325 A99, JOB N0. 19-M CHECKED BY SF p37 1 PL12"X10 3116" 2'-10" 39 A TOTAL'+vEIGHT THIS DRAWING 9364 APPROVED BY DRG No. B29 RD 115/16 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'70 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0. _ m m m m m m m m m m m :I c0 m m m m m m 0 m m 10 m m to m c0 c0 m •{gyp • Q0 c u �' ci u3�' ui 173 �' 1n ui • • (V V' (O 00 O N V (D CO N CID N N N N O N V CO a0 O 04 V O 00 O cV V In 00 O M M M M M ch LO LO «i ce in co ■■ a■ N 21'-8112 'RD 2 5 It N (D 1211fi"0 5. P14) . 81/2 15/-6"0 �m v t M M f M f M F 3 SIDES> �r4- M =4 P37 AA=A 61'-8614 31/2 A i q k N e'7x 13116"� � 31/2 p37(F/S)— W36xl50 x 61'-101!4 (11!16) ONE - BEAM - B29 0 11126/2019 Fw Fatwjufion �r A 10122Y2019 Far AOPIMI GFSF REV, DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT --- T-PLUS ARCHITECT ENGINEER 3725 Western Way N.E Albany, OR 97321 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION DRAWNBY CHECKED BY APPROVED BY BEAM GF SF q �/�/ JOB No. 1 9-M DRG No. B29 DESCRIPTION LENGTH WEIGHT REMARKS CEAM SO -2 W36x•50 61'-10114" 9325 A99 PL1lYx103016" 2'-10" 39 A TOTAL WEIGHT THIS DRAWING 9364 R � a ■ P L e e ■ 21'-81/2 4 o '• ■r _ a � �t • e - E e t0 (0 c0 (0 (D w (D t0 (0 t0 m 0 (D (0 c0 (0 t0 (D (O (O • •• • • : ow 3' (Ti ori � co to u3�' u3� (ri t(i (n (ri (� t(i vi tri to � ui tri to � (nj to • i (i� tri7 7 • i 3 •• • i r to (D O (D co O N 't CD 00 O N V (D co C N v • (t? O • O ' al co M M ch 'T V V It V O to O LO O (D 2'-0 r 2'70 — 2'-0 N N N N 2'-0 (`I 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 A] W36X150 x 61'-101/4 61'-83/4 31/2 v 36 N — �cr 3112 (-11/16) SF SF CHKD BY 3725 Western Way N.E Albany, OR 97321 Joe No. 19 -XX DRG No. B30 0 1V26/2019 Far Fahricauun A 10/22/2019 Fuc Approval REV. DATE DESCRIPTION OPEN HCLES 13116" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER ONE — BEAM — B30 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION LENGTH WEIGHT REMARKS DESCRIPTION BEAM BEAM SD -2 9325 39 9364 DRAWN BY A99 A3 CHECKED BY APPROVED BY GF SF W36X150 61'-101/4" PL717'X103/18" 1-10" TOTAL WEIGHT THIS DRAWING 61'-83/4 31/2 v 36 N — �cr 3112 (-11/16) SF SF CHKD BY 3725 Western Way N.E Albany, OR 97321 Joe No. 19 -XX DRG No. B30 T-59/16 (HSS8X6X3/8 x T-53/16) I South --- 3/16 (5/16) N d . 2 - COLUMNS - C6 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS C6 2 COLUMNS SQ-1/BEV-1 C6 2 HSS8X6X318 7-5 3116" 454 AE p22 2 FL3/8"X6" 0'-8" 10 TOTAL WEIGHT THIS DRAWING 464 p22 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION POST DRAWN BY GF CHECKED BY SF APPROVED BY N • • • • • • • • 1 %0 T-59/16 (HSS8X6X3/8 x T-53/16) I South --- 3/16 (5/16) N d . 2 - COLUMNS - C6 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS C6 2 COLUMNS SQ-1/BEV-1 C6 2 HSS8X6X318 7-5 3116" 454 AE p22 2 FL3/8"X6" 0'-8" 10 TOTAL WEIGHT THIS DRAWING 464 p22 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION POST DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way N.E Albany, OR 97321 JOB No. 19 -XX DRG No. C6 N r 1/4 T-33/8 (HSS8X6X3/8 x T-3") Southp22 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (5/16) N 0 3/16 2 -COLUMNS -C7 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS C7 2 COLUMNS SQ-1/BEV-1 C7 2 HSS8X6X3/8 T-3" 443 AE p22 2 FL3/8"X6" 0'-8" 10 TOTAL WEIGHT THIS DRAWING 453 0 11/26/2019 For Fabrication JGFJ SF A 10/22/2019 For Approval GF SF REV. I DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION POST DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way N.E Albany, OR 97321 JOB No. 19 -XX DRG No. C7 (-59/16) 7'-13/16 (HSS8X6X3/8 X T-013116 4P 4 N T 114 North.- p22 orthP22 3116 (5116) N 0 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT 3725 Western Way ME ENGINEER Albany, OR 97321 2 - COLUMNS — Cl 1 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DESCRIPTION POST C11 2 COLUMNS SQ-11BEV-1 DRAWN BY GF C11 2 HSS8X6X3/8 7'-0 13/16" 431 A500-GR.E JOB N0. 19 -XX p22 2 FL3/8^x6° 0.-8° 10 A36 CHECKED BY SF TOTAL WEIGHT THIS DRAWING 442 APPROVED BY DRG No. C i l .. .. .. a .. e . T-59/16 �HSSMX3/8 x T-53/16) North — -- — — - -p22 3/16. (5/16) N a 0 11/26/2019 For Fabrication A 10/22/2019 For Approval REV. DATE DESCRIPTION OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER 2 - COLUMNS — C 1 3 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DESCRIPTION POST C13 2 COLUMNS SQ-1/BEV-1 DRAWN BY GF C13 2 HSS8X6X3/8 7'-53/16" 454 A500 -GR.;• CHECKED BY SF p22 2 FL3/8"X6" 0'-8" 10 A3: APPROVED BY TOTAL WEIGHT THIS DRAWING 464 GF Sr GF SF BY CHKD BY 3725 Western Way ME Albany, OR 97321 JOB No. 19 -XX DRG No. C 13 `N r 25/16 1'-101/2 1'-2 11/16" 0 ! 0 11/26/2019 For Fabrication A 10/22/2019 For Approval REV. I DATE I DESCRIPTION OPEN HOLES 13/16" COPES PAINT NO PAINT T -PLUS 4 - P LAT E S - M24 ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DRAWN BY GF M24 4 PLATES SQ -2 CHECKED BY SF M24 4 FI -318"X7 1/2" 1'-10 1/2" 71 NO PAINT A3Z APPROVED BY TOTAL WEIGHT THIS DRAWING 71 GF SF GF SF BY ICHKD BY 3725 Western Way N.E Albany, OR 97321 JOB No. 19 -XX DRG No. M24 S r .I I -I n 1L, 4 - PLATES - M25 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS M25 4 PLATES SQ -2 M25 4 FL3/8"X7 1/2" V-10 1/2" 71 NO PAINT TOTAL WEIGHT THIS DRAWING 71 • vs� — LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE DRAWN BY GF CHECKED BY SF APPROVED BY 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT NO PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way ME Albany, OR, 97321 JOB No. 19 -XX DRG No. M255 27/8 6 2'-17/16 (13/16 11x1 ") SLOTS 3/4 3/4- 0 11/26/2019 For Fabrication A 10/22/2019 For Approval REV. DATE DESCRIPTION OPEN HOLES 13116" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER 6- PLATES M 2 6 PROJECT NAME LOCATION PACIFIC SOURCE SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DRAWN BY GF M26 6 PLATES SQ -2 CHECKED BY SF M26 6 FL3/8"X43/4" 2'-1 7/16" 77 A3- APPROVED BY TOTAL WEIGHT THIS DRAWING 77 GF SF GF SF BY CHKD BY 3725 Western Way ME Albany, OR 97321 JOB No. 19 -XX DRG No. M26 i f� M 1'-101/2 12 - PLATES - M27 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS M27 12 PLATES SQ -2 M27 12 FL3/8"X3114" 1'-101/2" 92 Mri TOTAL WEIGHT THIS DRAWING 92 0 11/26/2019 For Fabrication GF SF A 10/22/2019 For Approval GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT 3725 Western Way ME ENGINEER Albany, OR 97321 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE DRAWN BY GF JOB No. 19 -XX CHECKED BY SF APPROVED BY j DRG No. M27 dao r —� r N 5r'r.- ,1 n 213/16 FL3/8X3 1/2 x 1'-105/16 4 - PLATES - M35 MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS M35 4 PLATES SQ -2 M35 4 FL3/8"X3 1/2" 1'-10 5116" 30 TOTAL WEIGHT THIS DRAWING 30 0 11/26/2019 For Fabrication GF SF REV. DATE DESCRIPTION BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT ENGINEER PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE DRAWN BY GF CHECKED BY SF APPROVED BY 3725 Western Way ME Albany, OR 97321 JOB No. 19 -XX DRG No. M35 33/8 2'-17/16 1'-6 t 13/16"X1 -) SLOTS 41/16 NI � `N r 0 11/26/2019 For Fabrication GF SF REV. DATE DESCRIPTION I BY CHKD BY OPEN HOLES 13/16" COPES PAINT PAINT T -PLUS ARCHITECT 3725 Western Way ME ENGINEER Albany, OR 97321 4- PLATES M 3 6 PROJECT NAME PACIFIC SOURCE LOCATION SPRINGFIELD, OR CONTRACTOR DESCRIPTION PLATE ' MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS DRAWN BY GF n M36 4 PLATES SQ -2 JOB No. 19 -XX ca M36 4 FL3/8"X41/2" 2'-1 7/16" 48A3: CHECKED BY SF 21 —llTOTAL WEIGHT THIS DRAWING 48 APPROVED BY DRG No. M36