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RFI- 2 - BLD2022-1319+STRUCTURAL STEEL12.20.2023_9.04.46_AM+3963289«I RTLEY 0 COLE,.3..T. GENERAL CONTRACTOR December 20, 2023 ATTN: Denise Nelson City of Edmonds 121 5th Ave N Edmonds, WA 98020 RE: Permit #BLD2022-1319 (Bldg A) Permit #BLD2022-1320 (Bldg B) Permit #BLD2022-1322 (Bldg D) Dear Ms. Nelson, For your review and approval, attached please find the Structural Steel Shop Drawings deferred submittal for the Housing Hope ELC Field Apartments project located at 8215 236th ST SW; Edmonds, WA 98026. Thanks, Brian D. Nupen Sr. Project Engineer 2820 OAKES AVENUE, SUITE B, EVERETT, WA 98201 OFFICE 425 609 0400 FAX 425 609 0410 KIRTLAL951BC Kirtley-Cole Associates LLC Project: 21892 Edmonds Lutheran Church Field «I R T L E Y ce GENERAL CONTRACCTTOR 2820 Oakes Avenue, Suite B Apartments C O L E Everett, Washington 98201 8215 236th Street SW ASS°° LLC P: (425) 609-0400 Edmonds, Washington 98026 Submittal #051200-01. - Structural Steel Framing - Shop Drawings 051200 - STRUCTURAL STEEL FRAMING Revision Submittal Manager Brian Nupen (Kirtley-Cole Associates LLC) Status Open Date Created Dec 12, 2023 Issue Date Dec 12, 2023 Spec Section 051200 - STRUCTURAL STEEL FRAMING Responsible Repin Welding & Rail LLC Received From Jeff Repin (Repin Welding & Rail LLC) Contractor Received Date Dec 5, 2023 Submit By Final Due Date Dec 19, 2023 Lead Time Sub Job Cost Code Location Type Shop Drawing Approvers Ryan Boone (ARC Architects), Jeff Chandler (Housing Hope Properties), Beth Morales (SSF Engineers), Kim Williams (Designs Northwest Architects, Inc.) Ball in Court Brian Nupen (Kirtley-Cole Associates LLC) Distribution Brian Nupen (Kirtley-Cole Associates LLC), Brien Hager (Kirtley-Cole Associates LLC), Chelsea Inglis (Kirtley-Cole Associates LLC), John Safstrom (Kirtley-Cole Associates LLC), Tim Ferguson (Kirtley-Cole Associates LLC), Todd Nelson (Kirtley-Cole Associates LLC) Description An expedited review of this submittal is appreciated. Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information 051200-01 Structural Steel Framing - Shop Attachments Drawings.pdf Ryan Boone Dec 12, 2023 Dec 19, 2023 Pending Jeff Chandler Dec 12, 2023 Dec 19, 2023 Pending Beth Morales Dec 12, 2023 Dec 19, 2023 Dec 13, 2023 Approved 051200-01 Structural Steel Framing - Shop Drawings-SSF Reviewed.pdf (Current) Comment See attached reviewed submittal. Kim Williams Dec 12, 2023 Dec 19, 2023 Dec 19, 2023 Approved ELCFA Subm 051200-01 DNW Memo_12.19.2023. df (Current) Comment See attached DNW memo and structural engineer SSF review previously uploaded. Kim Williams, Designs Northwest Architects Kirtley-Cole Associates LLC Page 1 of 1 Printed On: Dec 19, 2023 03:03 PM PST DESIGNS northwest ARCHITECTS TO: Kirtley Cole Associates LLC 2820 Oakes Ave., Suite B Everett, WA 98201 ATTN: Tim Ferguson WE ARE SENDING: ❑ Shop Drawings ❑ Prints ❑ Copy of Letter ❑ Change Order LETTER OF TRANSMITTAL / MEMO DATE: December 19, 2023 JOB #: 2020-88 RE: Housing Hope ELC Field Apartments SENT VIA: ProCore ❑ Plans ❑ Samples ❑ Specifications ® Submittals ❑ Other COPIES DATE NO. DESCRIPTION 1 12/19/2023 051200-01 Structural Steel Framing — Shop Drawings 1 12/19/2023 055000 Metal Fabrications —Shop Drawings REMARKS: Designs Northwest Architects offers the following comments regarding enclosed submittal: 1. Contractor to submit approved shop drawings to the City of Edmonds Building Department - per T1.1 'Deferred Permits / Approvals' and per note 10 on S1.01. 2. Refer to Submittal 051200-01 Structural Steel Framing — Shop Drawings previously uploaded by structural engineer SSF. COPY: File, KCA, HH, ARC, SSF ® REVIEWED ❑ REJECTED ❑ REVISE AND ❑ FURNISH AS RESUBMIT CORRECTED Corrections or comments made on the shop drawings during the review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information given on the contract documents. The contractor is responsible for confirming and correcting all quantities and dimensions, selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades and performing all work in a safe and satisfactory manner. DESIGNS NORTHWEST ARCHITECTS 26915 102n' Dr. NW, Suite 201 STANWOOD, WA 98292 (360) 629-3441 DATE: 12/19/2023 BY: Kim Williams, Designs Northwest Architects Tel 360.629.3441 26915 102°a Dr. NW I Suite 2011 Stanwood, WA 98292 DesignsNW.com Page 1 of 1 CKIRTLEY * COLE GENERAL CONTRACTOR SUBMITTAL FOR APPROVAL Kirtley Cole Associates 21892 - Housing Hope ELC Field Apts. We are transmitting the following submittal for your review and response: 051200-01 Structural Steel Framing - Shop Drawings TO: Designs Northwest Architects SUB/SUPPLIER: Jeff Repin 26915 102nd Drive NW, Suite 201 Repin Welding & Rail LLC Stanwood, WA 98292 409 N Kelsey St. Kim Williams Monroe, WA 98272 PHONE: 360-913-0342 EMAIL: kim@desiansnw,com CC: Ryan Boone Beth Morales Tim Ferguson John Safstrom This Dackaae contains the followina items: Page 1 12/12/2023 051200-01 Specification # Paragraph Item Description 051200 1.6B Structural Steel Framing - Shop Drawings 055000 1.3B Metal Fabrications - Shop Drawings Please review and respond to: Brian Nupen, by: 12/19/2023 if possible Sincerely, Brian D. Nupen Sr. Project Engineer Office: 425-609-0422 Cell: 425-231-0569 C� KIRTLEY COLE d advw REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,E�j& RESUBMIITn ❑ BY f9d�w 1 V \ O iA�kp DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineem.com CONTRACTORS SUBMITTAL REVIEW No exceptions taken Reviewed ❑ Rejected Note Markings in Green Resubmit Confirm Markings Contractor has reviewed and certified this submittal for compliance with the requirements of the Work and Contract Documents, including product verification, related Work and information coordination. Contractor shall field verify related dimensions prior to fabrication. General Contractor's review is for general conformance with the Architect's design concept and contract documents. Markings or comments shall not be construed as relieving the Subcontractor or Supplier from compliance with the project plans and specifications, nor departure therefrom. The Subcontractor or Supplier remains responsible for the details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes for techniques of assembly, and for performing this work in a safe manner. Date: By: Brian D. Nupen 12/12/2023 KIRTLEY-COLE ASSOCIATES LLC APPOVER NOTE-1 A.5 M bo ,1 26-101/2 22'-0 119'-9 22'-0 22'-0 26-101/2 20'-11 1 /2" -q f 21'-0 5'-101/2 --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - APPOVER APPOVER 1 (2) AR1 NOTE-1 (2) AR1' NOTE-1 APPOVER C1 4 4C2 3/ 4 4 NOTE DET 2 t- r HSS5X5X 3 /16 , HSS5XHSS5X5XX 16, DET. 1 - -1 �i - — J CORRECT O (2) AR1 2 AR1 - - DET.2 DET.1 C2 C3 LA A ROTATE BASE B HSS5X5X3/16 HSS5X5X3/16 B E2 PLATE 90 DEGREES B.O.BP.EL — 0 -1 B.O.BP.EL — 0 -1 E2 CORRECT APPOVER I 1�0 APPOVER ROTATE BASE NOTE-1 NOTE-1 PLATE 90 DEGREES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i BASE -PLATE PL1/2"X6 X 0'-11 1A DETAIL 1 HOsuMN 3/16 1A APPOVER NOTE-3 o z � (D � w I 'Z W m 0211 I LPL (_ - al� O I � Z W CO Q W m W Z . )1 1/16"0 HOLES IN SSE PLATE FOR 3/4 "QS VCHOR ROD TYP COLUMN HSS5X5X3/16 BASE -PLATE 6 01A BASE -PLATE PL1/2"X6 X U-11 COLUMN HSS5X5X3/16 OLES IN BASE 1PLAT10EH OR 3/4 T / ANCHOR ROD TYP _ DETAIL 2 2A APPOVER; NOTE-3 YES, PER 12/S4.2 11/2 PL1/2"X6 X 0'-1V JAPPOVEW NOTE-2 I � EL. 1 B.O.BP EL. 0 T.O.CON zn (2)- AR1 RODS/4 ANCHOR BOLT PLAN VIEW (BLOCK A) 0 z i w 0-6 co LU m 11/2 L V) ln� O z W 7 co p W m w a- COLUMN HSS5X5X3/16 BASE -PLATE PL1/2"X6 X U-11 EL. 1 YES, PER 12/S4.2 APPOVER NOTE-2 B.O.BP EL. 0 ��ON (2)- AR1 - ROD3/4 APPOVER NOTE —: 1. SINCE WE DO NOT HAVE DIMENSION TO LOCATE COLUMNS, PLEASE CONFIRM THE DIMENSIONS FOLLOWED ARE CORRECT OR ELSE ADVISE. - SEE PLANS FOR CORRECTIONS 2. PLEASE CONFIRM THE BOTTOM OF BASE PLATE ELEVATION FOLLOWED IS CORRECT OR ELSE ADVISE. - CORRECT 3. PLEASE CONFIRM THE BASE PLATE ORIENTATION FOLLOWED IS ACCEPTABLE OR ELSE ADVISE. - SEE PLANS FOR CORRECTIONS REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES rul ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISES & RESUBMIT ❑ BY ry4 1 � q 10 iA�p DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com W 22.5 M PLATE PL1/4"X3 X 0'-8� M APPROVER .� NOTE-5 (2)- 1/4 0 HOLES IN PLATE FOR 1/4 0 SDS SCREWS APPROVER NOTE - 4 (APPROVER NOTE - 2 CORRECT 0 DETAIL 1 BEAM W 1 OX26 fe 5 1/2 WALL 1A - 1A APPROVER NOTE - 2 9''33/4 9'-6 1/4" T rBY IS BEAMIMINATED RFI 23 TOP PLATE (WHERE OCCURS) wo D ET. 1 rr-lv � 22'-0 12'-5 3/4" ) zE R N Q AI t B2 W 10X26 9'-0 /2" A T.O.S.EL. 4J`-2 �. APPROVER NOTE - 1 BLOCK ID APPROVER NOTE-3 DET. 1 EXTERIOR WALL 5 1/2 " 66- J N Q 12'-0 1/4" BETWEEN FRAMING r--" 47/8 11/2 (2) - 11/16" 0 HOLES FOR 5/8 ' A325N FIELD BOLT 1/2 BEAM CLR 9'-2 W 10X26 T.O.S. -�! APPROVER '-1 NOTE - 1 \ � I I M BEAM .� W 1 OX26 \ \ / � PLATE 2A - 2A PL3/8"X6 X 0'-6 1/4 25'-63/4 PLAN VIEW @ T.O.S 9'-2 APPROVER NOTE-6 BOLT NAILER TO BEAM W/ 5/8" 0 W.T.S. @ 48" O.C. (CONTERSINK AS REQUIRED) 1 1/4" GYPCRETE & 3/4" &SHEATING BEAM 1 OX26 5/8" 0 W.T.S. @ 48" O.C. � (CONTERSINK AS REQUIRED) APPROVER BA HANGER NOTE - 6 A -A 17-6 10'-11 6'-7 B3 9'-01/2" APPROVER W 10X26 APPROVER A NOTE - 2 T.0.S.EL. 9' NOTE - 1 5 1/2" A CORRECT WALL WALL APPROVER NOTE - 3 3 1 /2 10'-6 1/2" BETWEEN FRAMING M APPROVER N OT- E 2 TI BLOCK B CORRECT APPOVER NOTES -: 1. PLEASE CONFIRM THE BEAM T.O.S. FOLLOWED IS CORRECT OR ELSE ADVISE. - COF 2. SINCE WE DO NOT HAVE DIMENSION TO LOCATE BEAMS, PLEASE CONFIRM THE DIMENSIONS FOLLOWED ARE CORRECT OR ELSE ADVISE. - CORRECTED 3. PLEASE CONFIRM THE WALL THICKNESS FOLLOWED IS CORRECT OR ELSE ADVISE. 4. SINCE WE DO NOT HAVE THE DETAIL FOR THE BEAM ARRANGEMENT AT THE MARKED LOCATION, PLEASE CONFIRM THE ARRANGEMENT AND CONNECTION FOLLOWED IS CORRECT OR ADVISE. REVISED AS NOTED BY RFI #23 5. WE HAVE FOLLOWED 1/4"0 HOLES FOR 1/4"0 SDS SCREWS AS SHOWN PLEASE CONFIRM CORRECT. - CORRECT 6. WE BELIEE 5/8"0 WTS ARE NOT 1N OURSCOPE. T E-SE WILL BE SUPPLIED AND INSTALLED QV OTHERS. PLEASE CONFIRM. - BY STEEL FABRICATOR EL. 9'-4 EL. 9'-0 1/2" LEVEL 2 E In 962— T.O.S. INZE BA HANGER REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE�& RESUBMIT ❑ , p BY &J7 N" 1 1O^Ul o DATE 12/13/2023 SWENSON SAY FAGET @)STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206A43.6212 www.ssfengineem com RECTED - CORRECTED CUD O 20'-113/4 EL. 1 V-10 LEVEL 2.1 I I I I I t DET. 1 GL83/4X24 PLATE A� � PL3/8"X8 1/4 X 0'-11 1/2 112 I I I I COLUMN 1A] GL83/4X24 (4 )13/16" 0 HOLES FOR 3/4 T A325N FIELD BOLT HSS5X5X3/16 1A 11/2 7 TYP APPOVER DETAIL 1 NOTE-2 21'-0 A -A AB 1/16 GAP PLATE PL3/8"X8 1/4 X 0'-11 1/2� 1/16 GAP PLATE PL3/8rrX8 1/4 X 0'-11 1/2 AD PLATE PL3/4"X8 7/8 X 0'-11 1/2 4�16 46 I L APPOVER COLUMN NOTE-2 HSS5X5X3/16 1A - 1A M A M M 3 P1 PL3/8"X12 i n P1 PL3/8"X12 7 \\ \\�' I V LSL 31/2 X 117/8 0 0 LSL 31/2 X 117/8 0 0 I I I I DET. 2 APPOVER NOTE -: 1. PLEASE CONFIRM THE BOTTOM OF WOOD BEAM ELEVATION FOLLOWED IS CORRECT OR ELSE ADVISE.- CORRECT 2. PLEAE CONFIRM THE CONNECTION ARRANGEMENT FOLLOWED IS CORRECT OR ELSE ADVISE.- CORRECT ROTATE BASE PLATES 90 DEGREES EL. 0 � 'EL:1 - --\ LEVEL 1 B.O.BP i PLATE — PL3/8"X1 2 X V-1 3/8 (2 )13/16" 0 HOLES FOR 3/4 T A325N FIELD BOLT 0 N 0 0 0 — —o mt at a a a a a ° a a. 313 M7 ©ems G L 83/4 X 24 7 1 Y2 PLATE PL3/8rrX8 1/4 X 0'-11 1/2 COLUMN HSS5X5X3/16 APPOVER NOTE-2 DETAIL 2 G L 24"X8 3/4 GL83/4X24 w PLATE LSL 31/2 X 117M PL3/4"X6 X 0'-8 7/8� 1/16 GAP LSL 31/2 X 11 7/8 PROVIDE SOLID FILLER ON EITHER SIDE OF BEAM TO FILL SEAT PLATE::,j PL3/8"X12 X V-1 3/8 PLATE PL3/4"X6 X 0'-8 7/8 M (2 )13/16"0 HOLES FOR 3/4 T A325N FIELD BOLT (4 )13/16" 0 HOLES FOR 3/4 T A325N FIELD BOLT 2A TYP 1/16 GAP, PLATE PL3/8rrX8 1/4 X 0'-11 1/2 PLATE PL3/4"X8 7/8 X 0'-11 1/2 3/8 47 16 I L APPOVER NOTE-2 2A - 2A 1/16 GAP 1/16 GAP PLATE PL3/8"X12 X V-1 3/8 GL83/4X24 3/8'PLATE PL3/8rrX8 1/4 X 0'-11 1/2 EL 11'-10 LEVEL 2.1 \V\ • ••D 9 r�-' BEAM APPOVER NOTE-1 M U REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE�j& RESUB,M�InTq ❑ BY ryV u 1 V 1 fiLA�pp DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 v .ssfengineers.com 3/4-HEAVY-HEX-NUT 3/4 WASHER h I I, I M V- SURFACE PREP: COATING: REF E-PLAN NO.: WELDS: 8 - ANCHOR RODS - AR1 BILL OF MATERIAL MARK QTY DESCRIPTION LENGTH WEIGHT GRADE AR1 8 ANCHOR RODS AR1 8 ROD3/4" 0'-1015/16" 11 F1554-GR.36 8 3/4_WASHER 0 REMARKS A ISSUED FOR APPROVAL REV DESCRIPTION IEvergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M:425.286.7073 DESCRIPTION ANCHOR ROD PROJECT NAME Housing Hope ELC Field Apartment HOLES: 8 I 3/4_HEAVY_HEX_NUT I 1 DRAWN BY SBR DATE DRAWN 12/05/2023 JOB No. BOLTS: A325N I TOTAL WEIGHT THIS DRAWING 11 CHECKED BY SK DATE CHECKED 12/05/2023 ELECTRODES: REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. 191 REVIEWED FOR LOADS IMPOSED ON BASIC ONLY El NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE & RESUBMIT El BY 1'9Y/YV�x },' V q 1 fi UIto DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 w .ssfengineers.coM 12/05/2023 DATE DRG No. REV AR1 n71 316 M 3116 M 2 - 1 /4"Q1 p6 1 Y2 1 Y2 3 : W 10X26 x 11'-6 RD N A w M P6 M CTR'D M 3 A P DELETED BY RFI #23 ONE-BEAM-B1 BILL OF MATERIAL MARK QTY DESCRIPTION LENGTH WEIGHT GRADE SURFACE PREP: B1 1 BEAM COATING: B1 1 W10X26 11'-6" 298 A992 REF E-PLAN NO.: WELDS: p5 1 1 PL3/8"X6" 0'-61/4" 4 A36 HOLES: p6 2 PL1/4"X3" 0'-8" 3 A36 BOLTS: A325N ELECTRODES: I I I TOTAL WEIGHT THIS DRAWING 305 P6 CTR'D M 11'-23/4 6 A ISSUED FOR APPROVAL 12/05/2023 REV DESCRIPTION DATE Evergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M:425.286.7073 DESCRIPTION BEAM PROJECT NAME Housing Hope ELC Field Apartment DRAWN BY SBR DATE DRAWN 12/05/2023 JOB No. DRG No. EV CHECKED BY SK DATE CHECKED 12/05/2023 B1 I 2N,,J D D 5/8"D IA. x 1 1 /2" 12'-6 1 /4" WTS @ 48" O.C. CV W l OX26 x 3 1 /8" 4'-01' 4'-011 4'-011 3 1 /8" 0 rij ----- J W B2 �+ LO 0 0 0 0 lV 5/8" D IA. x 2 1 /2" M 31 r16 WTS @ 48" O.C. M _ rr 3/� 2 1/4 O M CT EACH SIDE CTR'D p6 ND NOTED FORA 'L 11/2 �1% ENT ONLY. SAND QUANTITIES RANTEED. RD 3 OR LOADS BASIC ❑ ONLY A - A E E REVIEWE DESIGN IN DIMENSIO ARE NOT FRI REVIEWE IMPOSED STRUCTU NOT R NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISEy�& RESUBMIT❑ q BY 19ID�ann+�a 1 1 C1 lad p SUR DATE 12/13/2023 COX SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenus, Suite 100, Seattle, WA 9 934 Broadway, Suite 100, Tacoma, WA 9840 12HOLE 9BOL7 414 N Pearl Street, Suite 8, Ellensburg, WA 206.443.6212 www.ssteng ne rUEt ONE - BEAM - B2 BILL OF MATERIAL ACE PREP: MARK QTY DESCRIPTION LENGTH WEIGHT GRADE ING: 62 1 BEAM :-PLAN NO.: 12'- 1/4" )S: B2 1 W10X26 422 -7 321 A992 S. p6 2 PL1/4"X3" 0'-8" 2 A36 S: A325N 323 TRODES: A ISSUED FOR APPROVAL 12/05/2023 REV DESCRIPTION DATE Evergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M:425.286.7073 DESCRIPTION BEAM PROJECT NAME Housing Hope ELC Field Apartment DRAWN BY SBR DATE DRAWN 12/05/2023 JOB No. DRG No. REV CHECKED BY SK DATE CHECKED 12/05/2023 B2 CV O C' J � W 0 n REVIEWED AND NOTED F R DESIGN INTENT ONLY. DIMENSIONS AND QUAN TIES ARE NOT GUARANTEED. FXI REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY NOT REVIEWED NO EXCEPTIONS TAKEN Q NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE & RESUBM^IITn ❑ BY lv1 DATE su SWENSON SAY FAGET ]$.a STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98934 Broadway, Suite 100, Tacoma, WA 98402414 N Pearl Street, Suite 8, Ellensburg, WA 98206.443.6212 w .ssfen i ONE-BEAM-B3 BILL OF MATERIAL 2FACE PREP: MARK QTY DESCRIPTION JE G WEIGHT GRADE REMA %TING: B3 1 BEAM 11r-01/2" E-PLAN NO.: LDS: B3 1 W10X26-49`'It 283 A992 -ES: p6 2 PL1/4"X3" 3 A36 -TS: A325N TOTAL WEIGHT THIS DRAWING 286 :CTRODES: IAIM1111111"A\ A ISSUED FOR APPROVAL 12/05/2023 REV DESCRIPTION DATE Evergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M :425.286.7073 DESCRIPTION BEAM PROJECT NAME Housing Hope ELC Field Apartment DRAWN BY SBR DATE DRAWN 1 12/05/2023 JOB No. DRG No. REV CHECKED BY SK DATE CHECKED 12/05/2023 B3 81/2 11/2 7 � oho M p3 (B/S) � W M "' — — — — —— p2 V 13 1 81/2 3/16 v I I I I I I I I I I I I I � M I I I I I I I I I I I I I I � I Ln ' a) I X I � I I X Ln X 1 Ln � ' I N 0 1 I I I I I I I I I I I I I = I I I I I I I I I I I I I I I I � O 1 z 1 V 1 I V A A' A 1 I 1 W 3 3 J' 1 CTR'D 87/8 3/8 47/16 47/16 3/8 6V \n n p3 p1 p2 ONE - COLUMN - C1 p3 111/2 3 81/2 p3 �o p2 � II II rn � L==J p3 B-B A -A REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,E�j& RESUBMIITq ❑ BY rydouu� 1�\fil��pp DATE 12/13/2023 SWENSON SAY FAGET O STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com BILL OF MATERIAL MARK QTY DESCRIPTION LENGTH WEIGHT GRADE REMARKS C2 2 COLUMNS C2 2 HSS5X5X3/16 9'-5 3/4" 212 A500-GR.13 p1 2 PL1/2"X6" 0'-11" 19 A36 p2 2 PL3/4"X8 7/8" 0'-11 1/2" 43 A36 p3 4 PL3/8"X81/4" 0'-111/2" 40 A36 TOTAL WEIGHT THIS DRAWING 314 8 81/2 7/8 g 11/2 7 B 3� 4�/16 4�/16 3�8 p3 (B/S) 3/16 M p3 p3 I 00 � M W M i p2 - I I p2 U I 3 8Y2 3/16 I I I I I I I I I I I I I I I I I I I I I I I I I I I M � I � I X I I I M LLn Ln Ln t � I � I N I I 1 1 1/2 I 1� I 3 81/2 I I I o p2 II II "' L--J I � -90 p3 ROTATE BASE B - B PLATE 90 DEGREES I I I 11 I I 11/2 8 11/2 4 4 I 2 - 1 1/16"0 I I M I O 1 1 pi 1/4 H NI U VI A -A J W 4 4 CTR'D pi 2 — COLUMNS — C2 A ISSUED FOR APPROVAL 12/05/2023 REV DESCRIPTION DATE Evergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M :425.286.7073 SURFACE PREP: DESCRIPTION COLUMN COATING: PROJECT NAME I-IOUSin Hope ELC Field Apartment REF E-PLAN NO.: g p p WELDS: DRAWN BY SBR DATE DRAWN 12/05/2023 JOB No. DRG No. REV HOLES: BOLTS: A325N CHECKED BY SK DATE CHECKED 12/05/2023 C2 AA REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED ❑ NO EXCEPTIONS TAKEN ❑X NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE RESUBMIT ❑ BY ryy7bNgn�r�� 1 �/ 1 IiLA�,p DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com J W 3 I 3 83/4 11/2 — 3/8 43/8 43/8 3/8 3/16 p3 p4 1 3�167 I I I I , I I I I I , I I i I I I I I I , I I I , I ' I I I pi CTR' D pi ONE - COLUMN - C3 p3 IIY2 p4 8Y2 3 p3 M M � 1 � II II M L--J p3 B-B T T F. A -A REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVIS,Ey�& RESUBMIIjT/� ❑ BY 6p7tMwuua ' ° 10 l_a)�Lp DATE 12/13/2023 SWENSON SAY FAGET O STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com p7 pg —/ p7 (F/S) C 6 3 3 3 6 3 11 n /n1 11 Vi n .. i 1 11/ P8 M M 1 � lA � V0 r M M M M y60 M 12 to M M P8 (F/S) / 6 6 2 - PLATES - P1 BILL OF MATERIAL MARK QTY DESCRIPTION LENGTH WEIGHT GRADE SURFACE PREP: P1 2 PLATES COATING: P1 2 P1-3/8"X12" 1'-13/8" 21 A36 REF E-PLAN NO.: WELDS: p7 1 2 P1-3/8"X12" V-13/8" 21 A36 HOLES: p8 4 P1-3/4"X6" 0'-8 7/8" 45 A36 BOLTS: A32TOTAL WEIGHT THIS DRAWING 87 ELECTRODES:DES: n S/ A -A REVIEWED AND NOTED FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED. REVIEWED FOR LOADS IMPOSED ON BASIC STRUCTURE ONLY ❑ NOT REVIEWED NO EXCEPTIONS TAKEN ❑x NOTE MARKINGS ❑ COMMENTS ATTACHED ❑ REVISE�j& RESUBMIT ❑ ,q BY &&Aa� 1 1 t AA60 DATE 12/13/2023 SWENSON SAY FAGET STRUCTURAL ENGINEERING 2124 Third Avenue, Suite 100, Seattle, WA 98121 934 Broadway, Suite 100, Tacoma, WA 98402 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 206.443.6212 www.ssfengineers.com A ISSUED FOR APPROVAL 12/05/2023 REV DESCRIPTION DATE Evergreen Erectors Inc. P.O. BOX 2516, Lynnwood, WA 98036 M:425.286.7073 DESCRIPTION PLATE PROJECT NAME Housing Hope ELC Field Apartment DRAWN BY SBR DATE DRAWN 12/05/2023 JOB No. DRG No. REV CHECKED BY SK DATE CHECKED 12/05/2023 P1