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APPROVED BLD RESUB1 BLD2021-1063+Architectural_Plan+8.19.2021_2.08.15_PM+2366154r ._ A.B. ANCHOR BOLT EL. ELEVATION O.F. OUTSIDE FACE ABV. ABOVE ENG. ENGINEER O.H. OPN'G OVERHANG OPENING ADD'L ADDITIONAL EQ. EQUAL ORNT. ORIENTATE(ION) ADJ. ADJACENT E.S. EACH SIDE P.A POST ABOVE ALT. ALTERNATE EXIST. EXISTING APPRX. APPROXIMATE EXT. EXTERIOR P.B POST BELOW ARCH. ARCHITECTURAL FFE FINISHED FLOOR ELEVATION PAR. PARALLEL @ AT FAB. FABRICATION PERP. PERPENDICULAR B. BOTTOM FND. FOUNDATION PL. PLATE BEL. BELOW FIN. FINISHED) QTY. QUANTITY BLDG. BUILDING FLG. FLANGE REF. REFERENCE BNDRY. BOUNDARY FLR. FLOOR REQ'D REQUIRED B.O. BOTTOM OF... F.O. FACE OF... R.O. ROUGH OPENING BRDG. BRIDGE(ING) FRM'G FRAMING SCHO. SCHEDULE BRG. BEARING F.S. FAR SIDE SHT. SHEET B/W BETWEEN FTG. FOOTING SIM. SIMILAR CANT. CANTILEVERED) GB GRADE BEAM SKW. SKEWED) C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING I CENTERLINE GWB GYPSUM WALL BOARD SQ. SQUARE CLR. CLEAR HDR. HEADER STD. STANDARD COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER COAST. CONSTRUCTION INT. INTERIOR STL. STEEL CONT. CONTINUOUS JST. JOIST STRUC. STRUCTURE(AL) CTSK, COUNTERSINK K KIPS (1000 POUNDS) SYM. SYMETRICAL DBL. DOUBLE LAT. LATERAL T. TOP 0, DIA. DIAMETER L.F. LINEAL FEET THRD. THREADED) DIAG. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY DIAPH. DIAPHRAGM M.B. MACHINE BOLT (A307) T.O. TOP OF... do DITTO (DO OVER) M.D. MID -DEPTH TRANS. TRANSVERSE D DEPTH MFR. MANUFACTURER TYP. TYPICAL DWG. DRAWING MTL. METAL UBC UNIFORM BUILDING CODE DWL. DOWEL (N) NEW MEMBER U.N.O. UNLESS OTHERWISE NOTED (E MEMBER N.S. NEAR SIDE VERT. VERTICAL EEXISTING N.T.S. NOT TO SCALE VFY. VERIFY E.F. EACH FACE O.C. ON CENTER W/ WITH W.P. WORK POINT r. 'ns 1, i1W-, Lal X1 C.I.P. CAST IN PLACE EMBD. EMBED(DMENT) P/T POST TENSIONED C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT CMU CONC. MASONRY UNIT LT. WT. LIGHT WEIGHT STIR. STIRRUP CONC. CONCRETE MAS. MASONRY WWF WELDED WIRE FABRIC E.J. EXPANSION JOINT P/C PRECAST CONCRETE I`►1 IMMI 0 i� B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD CP COMPLETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG GA. GAGE MRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG GALV. GALVANIZED WHS WELDED HEADED STUD HSB HIGH STRENGTH BOLT B.N. BOUNDARY NAIL HGR. HANGER P.T. PRESSURE TREATED) CAM. CAMBER ED) L.S. LAG SCREW SHTG SHEATHING d PENNY NAILS) LDGR. LEDGER SS SELECT STRUCTURAL D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE E.N. EDGE NAIL LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN F.N. FACE NAIL PLYWO. PLYWOOD T.N. TOE NAIL GLB GLUE -LAMINATED BEAM PSL PARALLAM BEAM H.F. HEM -FIR SHEAR ALL SCHEDULE. PANEL PANEL EDGE FASTENLE BOTTOM PLATE ATTACHMENT MARK SHEATHING EDGE NAIL TOP PLATE TO BOTTOM PLATE FRAMING(STAGGERED) FRAMING ILI T FRAMING LO 1 7 16" PLY. or O.S.B. ONE SIDE 2x STUD / Sd @ 4'o.c. A35 CLIPS @ 12"o.c. TO „ 16d @ 4 o.c. 350 SINGLE ROW BLK'G OR JOIST 7�_ 7/16" PLY. or O.S.B. ONE SIDE 3x STUD 8d @ 3"o.c. A35 CLIPS @ 8"o.c. TO SINGLE ROW BLK'G OR JOIST 16d @ 3"o.c. 455 1 1 1 SHEARWALL T INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1. INDICATES SHEAR WALL CAPACITY (Ibs./ft.) 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 4. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 5. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 6. USE 8d (2 1 /2" X 0.131 " COMMON NAILS) 7. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12"o.c.. 8. PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN UNDER ALL SHEAR WALLS 9. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 10. SEE GENERAL STRUCTURAL NOTES SHEET S1. Nothina in this Dermit aaaroval Drocess shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure, or condition is shown on the site plan or drawing. Such building, structure, or condition may be the subject of a separate enforcement action. CONNECTION COMMON OR BOX NAILING 1 • JOIST TO SILL OR GIRDER, TOENAIL-------------------3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END--- --------- ----2 - 8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL----16d @ 16" O.C. 4. TOP PLATE TO STUD, END NAIL--------------------2 - 16d 5. STUD TO SOLE PLATE - - - - - - - - - - - - - - -- - - - - - 4 - 8d TOENAIL OR 2 - 16d END NAIL 6. DOUBLE STUDS, FACE NAIL-------------------16d @ 24" O.C. 7. DOUBLE TOP PLATE, FACE NAIL -----------------16d @ 16" O.C. 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL----- --- 2 - 16d 9. CONTINUOUS HEADER, TWO PIECES------------ 16d @ 16" O.C. ALONG EACH EDGE 10. CEILING JOISTS TO PLATE, TOENAIL -------- --------------3 - 8d 11. RAFTER OR TRUSS TO PLATE, TOENAIL - - -- - - - - - - - - - -- - - - - 3 - 8d 12. BUILT - UP CORNER STUDS - - - - - - - - -- - - - - - - - - - 1 6d @ 24" O.C. 13. BUILT - UP GIRDER AND BEAMS - - - - - - - -- - - - - - - - 1 6d @ 12" O.C. 14, SOLID BLOCKING TO SUPPORTS, TOENAIL---------- 16d @ 12" O.C. 15. POST AND BEAM OR GIRDER CONSTRUCTION -------PROVIDE POSITIVE CONNECTION AGAINST UPLIFT AND LATERAL DISPLACEMENT GENERAL STRUCTURAL THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. COPE 1. REVISE EXTERIOR UPPER FLOOR WALLS ALONG GRID LINE 2 AND BETWEEN GRID LINES (DAND E 2. REVISE EXTERIOR UPPER FLOOR WALLS ALONG GRID LINE A AND BETWEEN GRID LINES 0 AND 8 2. REVISE EXTERIOR UPPER FLOOR WALLS ALONG GRID LINE (DAND BETWEEN GRID LINES 2 AND 0 CREERIA 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2018 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD . .. ............. . 25 PSF ROOF DEAD LOAD .. ... . . . . . . ..... . 15 PSF FLOOR LIVE LOAD (RESIDENTIAL) . . ....... 40 PSF FLOOR DEAD LOAD . . . . . ............ 15 PSF WIND . . . .. .............. .. . . 110 MPH (3 SEC. GUST) , EXPOSURE "C" EARTHQUAKE . . .. ... ... .. .. ..... SEISMIC RISK FACTOR 11 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER , LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR OR HEM -FIR STANDARD GRADE. TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE. 9. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 10. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2020 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 11. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE I.B.C. B. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x HF STUD GRADE @ 16"o.c. AT EXTERIOR WALLS. C. USE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS. D. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12" ox. STAGGERED. E. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE I.B.C. APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Work Address Owner City Of Edmonds Building Department WINDOW/DO' V+017 S --t� } 529 `3 ------------------ � - ----------------- G---- VAN ,NON Approved Date 8/J6 f2 A- x ----�rC N - Buildina Official . vGrV Permit Number I% - RI n)nq1_1nRi ISr sABco -ills] JLTING ENGINEERS ANC. 11322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: IN1170@8ASCOENGI N EERS.COM WES SITE: SASCOENGINEERS.COM JULY 22, 2021 FOR STRUCTURAL AT REMODEL, SEE SCOPE OF WORK ON SHEET 51 REVISIONS BY: RESUB Aug 19 2021 CITY nF Fi?MnimnS DEVELOPMENT SERVICES DEPARTMENT JUL 22, 2021 S 1 ROOF PLY. ROOF PLY. 4'-0" MIN. 2X VENTED SOLID END OF PLATE BLOCKING 25 — 16d 16d @ 16" o.c. 2X VENTED SOLID BLOCKING (TYP.) TOE NAIL W/ 3-16d NAILS AT EA. END TO TRUSS EXISTING RAFTERS A35 CLIPS WALL SCHEDULE PER SHEAR EXISTING A35 CLIPS PER SHEAR TRUSSES WALL SCHEDULE H2.5 HURRICANE TIES @ 24" O.C. PLY. EDGE NAILING PER SHEAR WALL SCHEDULE PLY. EDGE NAILING PER H2.5 CLIPS SHEAR WALL SCHEDULE SHAPED PLATE @ 24" O.C. SHEATHING PER PLAN SHEATHING PER SHEAR WALL SCHEDULE STUDS PER PLAN EXISTING STUDS STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS AND SHEARWALLS. ELEVATION TYPICAL SAVE TYPICAL SAVE TYP. TOP PLATE SPLICE 4 � 2-2x STUDS SHEAR WALL PER HOLDOWN PLYWOOD PER PLAN SIMPSON MST STRAP TIE - 2 2x STUDS EACH HOLDOW AT PER PLAN, FILL ALL HOLES BOTTOM PLATE NAILING STUDS PER PLAN BOTTOM PLATE NAILING STUDS PER PLAN COMMON NAILS/8" LONG PER SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE EDGE NAILING. PLYWOOD TO EACH DOUBLE STUD. Q $d @ 3" O.C. PLY. Z o FLOOR TO BLOCKING SHEATHING SCHEDULE PER SHEARWALL FLOOR PLYWOOD SHEATHING PER SHEARWALL SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ --�'��SCHEDULE 10d x 2 1 /8" COMMON NAILS FLOOR PLYWOOD PLY. EDGE NAILING PER PLY. EDGE NAILING PER N BOTTOM PLATE NAILING SHEARWALL SCHEDULE SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE JOIST PER 2 X RIM JOIST 2X RIM JOIST PLY. EDGE NAILING PLAN EXISTING JOISTS PLY, EDGE NAILING PER FLOOR SHEARWALL SCHEDULE a w 2 X SOLID BLOCKING, 1 ' - 6" LONG EXISTING SHEATHING PER PLAN EXISTING JOIST EXISTING SHEATHING PER PLAN IN JOIST HANGERS •-' BEND STRAP BEAM OR MULTIPLEPLYWOOD @ 48" O.C. AROUND BEAM JOIST PER PLAN TOGEACHI DOUBLE STUD (TYP.) -/ SHEAR WALL\- L = STRAP LENGTH 2-2x STUDS ELEVATION PER HOLDOWN FRAMING PARALLEL F11 RAMING PERPENDICULAR MST HOLDOWN AT FLOOR MST HOLDOWN AT FLOOR B 1 TO EXTERIOR SHEARWALL TO EXTERIOR SHEARWALL 11 12 13 14 15 .51g8Gfl SHBCO� CONSULTING ENGINEERS 1 NC. 1 1322 34TH. DR. S.E EVERETT, WA 9820E TEL: (425) 338 0342 E-MAIL: INFOQDADCOENOI N EERS. CCM WED SITE: SASCOENOIN£ERS.COM JULY 22, 2021 FOR STRUCTURAL AT REMODEL, SEE SCOPE OF WORK ON SHEET S1 ll 9 Z Q N m Ir O FU' Z Q 3 N Z 0 w REVISIONS BY: RESUB Aug 19 2021 CITY OF EDMOyDS DEVELOPMENT SERVICES DEPARTMENT JUL 22, 2021 JOB: 21 063 DRAWN: KYS SCALE: 3/4"= 1'-011 S2 411 2b1 i1 1 It� 1®111 " !------------------, I {� ------------------------------, I I 1 I I I I ! Y ! J v te, i I L-------------------------------------- I .. I I Qp ! L------------J ------------- 1 1 35 41 ui ) n� 0 `:' sheet tat/e client REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION EXISTING TYLt N AND COD m m �o li �; Z o FOUNDATION VAN AUSDAL insplrnedspacesnw,com 529 Holly Dr � Edmonds, WA 98020 ':Ft1 i i I i I X i� i �f 1 f 1 1 Vi a 0 Mg c prej6kdel sheet title elielid REVISION TABLE EXISTING FIRST FLOOR TY L I N AND COD y NUMBER DATE REVISED BY DESCRIPTION o".' 1 $.-12ED SPACES I� "' o c20��ttMw3e FLOORPLAN VAN AUSDAL inspiredspacesn`nr.com 529 Holly Dr Edmonds, WA 98020 (aXI5-rll--lc posr75 ()f4CAAt-4c,,:L1' Exi-5-ri-i-i 6: UPAL-.7z 1--��oolz 1--1qiqmrtyo ut-i e-Mt-(G20 '1/4 o" fl-Ic- 4)( UHcIMH6IbD ii >m io J 0 o u (N 0 00 z 3 ) z Z LO 0 E a > -0 LU a 0 U, 0 0 J3 Z 0 UJ ff E DEIOF ELWE T hET' DkQ�AR , z 0 V) DATE: 7/7/2021 SCALE: 1/41F = Iff 341 PR.0At'w00"0!5Eu"o`AP0IN& 2 NEN 5LIDIN5 I PaR OF05ED ADDING 36 11"HA"NIN&NUNDOY4 6e-t4EYzAk, 57 --raRAi-- NJ �,s 0051t-'Z7 , E .5 co PC (a F w D A P< 0 1-1 5 14--f 4 -r 1 . liz W- 1 Cyr cep TC S o H--IAA W A t A;Nut 01.4%EM., -,-S-e44ZLD-A;- 4- -0 H 1 H Of CATc.-�.� -. - -5 1 OP -,;-a 0 M Tv , r-WA-M) 14 r, Q taw PLdl- :uui �N�I O =J OQ 0 U N 0 00 z 0 V� Z Z 0 E - a W> >M H 0 th W W 0) U) 0 Z__ O Z �aa a u om V ) Lli 0 F-aL Ru WB ro AT 5( N.. o r )Aov V �U CILT NDg DEVE vhRsU_ DEAR T Q0 z DATE: 6/24/2021 SCALE: 1/4rr I I'l n N , N m �i m as .. 0 N sheet title client EXISTING ROOF TYLIN AND CODY FRAMING VAN AUSDAL 529 Holly Dr Edmonds, WA 98020 REVISION TABLE BOUTH ELEVATION LOCATION OF PROP05ED 2 NEkN 5LIVINO PNINDOY45 AT 4b" N X 441-1 H III q pr awl L110CATION OF PROP05EE? LAR&ER IT VNS rOF R I CURENT 1/141NDOVII NEBT ELEVATION LOCATION F PROP05ED 30" HINGED DOOR 'CHAN6ING, FRO k 60" 5LIVINC-7 DOOR) m 05ULATION lrctrL?�c.iNv c.URRENT INSULATION IN EXPOSED AREAS OF EXTERIOR WALL) EXT. WALL INSULATION DETAIL Scale 1" = 1' AREA OF EXTERIOR WALL EXPOSURE WHERE NEW INSULATION WILL BE ADDED AREAS OF EXTERIOR WALL EXP05URE WHERE NEW INSULATION WILL BE ADDED z 0 w 0 w} J m Co � aw z� w �w a 0 w Co z 0-1 Co pJ OQ V p 1-00 r') 0') o� Q =V Q N � ZZ�0 -a Lu J w Z O Q pJ W � Q) OZ �O� �O a— W H x W W U Q n E O QU W R�10 U Au1_ Q CITY D9'�i DEVELO El aVI S N D�R� o L L N N 0-- DATE: 8/19/2021 SCALE: 1/4" = V