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REV1 APPROVED BLD BLD2024-1064+Architectural_Plan+9.13.2024_9.35.33_PM+4500904EDMONDS PARK TOWNHOMES 610 DALEY STREET EDMONDS, WA 98020 ENGINEER SIDESWAY ENGINEERING, PLLC CONTACT: CHRIS BERNARDS 20305 87TH AVENUE WEST EDMONDS, WA 98026 LEGAL DESCRIPTION LOTS 3,4,5,&6 BLOCK 101 CITY OF EDMONDS PLAT NO. 4342 C] os M3 BeachWalk APPLICANT / HOA CONTRACTOR EDMONDS PARK TOWNHOMES TBD CONTACT: KATHY NEARY (PRESIDENT) 610 DALEY STREET EDMONDS, WA 98020 SCOPE OF WORK THERE IS AN EXISTING DOUGLAS FIR BEAM THAT CANTILEVERS BEYOND THE EXTERIOR WALL TO FRAME THE SOUTH EDGE OF A SECOND FLOOR DECK. DRY ROT WAS FOUND AT THE END OF THIS BEAM WHERE A GLULAM RIM BEAM THAT SUPPORTS THE DECKATTACHES TO IT. NEW STEEL SIDE PLATES WILL BE INSTALLED TO ASSURE THE GRAVITY LOADS ARE SUFFICIENTLY TRANSFERRED FROM ONE BEAM TO THE OTHER IN THE REMAINING GOOD MATERIAL. THE DRY ROT PORTION OF THE BEAM WILL REMAIN IN PLACE AND THE CONTRACTOR WILL LOCATE THE SOURCE OF MOISTURE PENETRATION IN THE HANDRAIL ABOVE AND SEAL THE EXTERIOR FINISHES ACCORDINGLY. Community f Christian Fellowship fD z Edmonds Center Glen St For the Arts Holy Trinity Edmonds z Coco"s Shop & Drop Daley St 10 Daley St n z tla �40u's6, Sprague St Sprague St Taste Edmonds 3 { Z P y D @ Edmonds St Edmonds Police DDP �''7l . Department (.nrnilq Chri.ti r:hanpl VICINITY MAP SCALE: NTS S CU t-) T H E L. E VAT ! (_) N &a SOUTH ELEVATION SCALE:NTS REVISED PLAN APPROVED CITY OF EDMONDS DING DIVISION cK BUILDING O ICIAL Sep 17 2024 APPROVED DATE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 'AI y y� 1 0 30 0 TYP. _ � N m�Z(Y OT E PLANS1/8"= 1'-0" APPROVED PLANS MUST BE ON JOB SITE REVISIONS REV1 09/17/2024 STRUCTURAL REPAIRS TO EXISTING BEAM REV2 REV3 REV4 REV5 City Of Edmonds Building Department Work DECK REPAIR Address 610 DALEY #B ------------------ Owner EDMONDS PARK TOWNHOMES --------------------- Approved Date 09/17/2024 Building Official _____________________________________________________, Permit Number BLD2024-1064 w N HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. IRC R317.3.1 IBC 2304.10.5.1 BLD2024-1064 Sep 16 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q ©° L. A m ro �m All 3 (f) LQ O Z Z N � O � W Q J � � 0 O O O U a O cc CL 04 A �� OF WASH 61 O D 40785 O1 ORAL �~ SIONAL 09/ l3/ 24 REV. DATE DESCRIPTION 0 08113124 PERMIT SUBMITTAL 1 09113124 CONSTRUCTION REVS PROJECT NO.: 22105.02 DESIGNED BY: CAB DRAWN BY: CAB CHECKED BY: CAB SHEET TITLE: SITE PLAN SHEET NO.: A1.1 r TO 79 2ND FLOOR FRAMING PLAN SCALE: 3/16" = 1 '-0" x x 77 *jo REFER TO DETAIL 2, UNIT B DECK FRAMING PLAN INTERIOR PARTY WALL EXTERIOR WALL OF UNIT C EXTERIOR WALL OF UNIT B ��24G 3 1/8"x 10 1/2"GLULAM @ W/ 4x10 DF#2 PER DETAIL 1/S3.1 4x6 DF#1 COLUMN. ADD j FULL DEPTH BLKG Co) _ i ADJACENT JOIST BAYS. r 6x10 DF#2, LAPPING REFER TO DETAIL 2/S3.1 EXISTING 6x10 2'-9" WITHIN WALL PROVIDE NEW TOP FLANGE HANGER UNIT B DECK FRAMING PLAN SCALE: 1/4"= 1'-0" EXIST 3 1/8" x 10 1/2" GLULAM 10 LOCATION OF EXIST 2x10 0 16" OC DRY ROT � 1/4"x 9" TALL SIDE PLATE, TYP EA SIDE 80 9" 3" �z3" 1 EXIST 6x10 BEAM " ELEV 5/8" O A307 THRU BOLT, TYP NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT & VERIFICATION OF DIMENSIONS PRIOR TO 1 , FABRICATION 0 ALIGN CENTER OF PLATE W/ BEAM CENTERLINE 0 BEND PLATE OR PROVIDE CJP WELD ALIGN CENTER OF PLATE W/ BEAM CENTERLINE BEND PLATE OR PROVIDE CJP WELD DETAIL SCALE: 1"= 1'-0" ,„ 8„ 0 0 3 1/4" 10" 3" 3" ill 0 0 0 0 0 0 INSIDE ELEVATION N 91, 3" 3" 1" �4 0 0 0 0 0 0 OUTSIDE ELEVATION REVISION Sep 16 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT pDD ©° ©° j m °0 s All (f) LQ O Z Z N � O � � Q J � � � O O O U 7 O CL 40� A �F WASH q°�85���v ONAL 09/ l3/ 24 REV. DATE DESCRIPTION 0 08113124 PERMIT SUBMITTAL 1� 09113124 CONSTRUCTION REVS PROJECT NO.: 22105.02 DESIGNED BY: CAB DRAWN BY: CAB CHECKED BY. CAB SHEET TITLE: FRAMING PLAN & DETAILS SHEET NO.: S2.1 DBL 2x4 PLATE CONTINUOUS 24" MIN BEYOND EACH SIDE OF CUT. PROVIDE 16d 0 6" OC SILL PLATE NAILING EXIST 3 118" x 9" GLB (8) SIMPSON SDWC1560 SCREWS THRU 24" LONG JOINT. 8" HEADLOK 3" OC ADEQUATE THRU SINGLE PLATE TYP (REMOVE ONE OR BOTH FOR INSTALLATION) MST27 CENTERED ON CUT. FILL ALL NAIL HOLES W/ 0.162" x 2 112" NAILS EXCEPT WITHIN 1 314" EA SIDE OF CUT. BEAM ELEVATION SCALE: 1 " = 1'-0" 4x 10 DF#2 DBL 2x PLATE FOR HANDRAIL 4x10 DF#2 PER PLAN (8) 8" HEADLOK SCREWS, (4) FROM EACH FACE (2) 518"0 THRU BOLTS. BEAM SIDE HEAD MAY BE COUNTERSUNK 12 c1=l11T1l1_%A1 COLUMN DETAILS SCALE: 1 " = 1'-0" NOTE: PRE -DRILL HOLES IF READ TO AVOID SPLITTING WOOD. DF#2 BLKG 4x6 DF#1 COLUMN ALIGNED WITH POST 1/2 BELOW c� 1 O O O 6 M O e o EXISTING JOIST. PROVIDE NEW HANGER IF CONFLICT W/COLUMN. PROVIDE BLOCKING AROUND COLUMN (NOT SHOWN) cl ciiATinni REVISION Sep 16 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N Lu 00 0 Lu 0 c G �� 00 0 aLu ro a a � � ®® a 3 3 3 U O cc CL 24 REV. DATE DESCRIPTION 0 08113124 PERMIT SUBMITTAL 10 09113124 CONSTRUCTION REVS PROJECT NO.: 22105.02 DESIGNED BY: CAB DRAWN BY: CAB CHECKED BY: CAB SHEET TITLE: FRAMING DETAILS SHEET NO.: S3. 1