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APPROVED BLD RESUB5 BLD2023-1619+STORAGE Architectural_Plan+10.3.2024_1.27.00_PM+4539941$= E tb o U 0) 22'-0" 10' 0" - N N c 0-3-0 (NEW) •, j cop N NEW STORAGE ADDITION 1; cB O r. ---"_------------------------- I � J aJ — � --------� Cn 2 0 — = N W > I I Op co 006 - - A — (E) 5HED CD co I _ - 0 Not; -----------------------� 2x4 STUDS @ EAST ELEVATION Scale: 1/4" = 1'0" I 7 z (E) REG RM. 0 U) N (N) STORAGE UJI o 245 S.F. ADDITION NEW STORAGE Q � 0o GONG. SLAB z (NON A DDITION — — — — — -- -CONDITIONED SPACE) 3 : 12 1 0 LLco Q Q >> z w =C II II I I < �0 - I 77 7,7 a �Z Q O (E) LNDRY I pp p O I p 3068 I ■ 1 W �-, - L- - - - -1 4x8 DF#2 _111 1 1 w N — 1 OBTAIN ELECTRICAL U) 3 68, (2) 6" (E) I I ' 1 PERMIT FROM I 0 TOPP PLATE TO (N) 1 I� TOP PLATE 36" GONC STOOP STATE LABOR& I ® 4'-11 /2" 5-4 1 /2" \ (E) DINING (E) KITCHEN a'-o" 10'-0" •. INDUSTRIES 1 (NEW) A 1�.�..�.�..�■�..�.�..�.�..�.�..�.�..�.�.� SOUTH ELEVATION I 1 BLD2023-1619 I Scale: 1/4" = 1'0" Maximum 447.09 I FLOOR NOTES: Hi hest Ride 11 F1 z I • 2021 IRC AND 2021 WSEC • ALL BMS. & HDRS. TO BE 4X8 D.F. #2 U.O.N 11.1' 431.05' • TYP. PLATE MAIN TO MATCH EXITING • SOLID BLOCKING OVERALL SUPPORTS. — — — — — — — — — — — — - 3 1 2 J e « I - - - J • FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. • TOP WINDOWS TO BE AT 6'-6" A.F.F. • ALL EXTERIOR WALLS TO BE 2 X4 @ 16" O.C., (U.O.N). To W of all 1.5' Rou h Geilin Floor c,+ "' I : w 7 L p 'h" 'X' - 1st 1 : 12 J • GYPSUM BOARD ON ALL WALLS AND POSTS. USE 5/8" TYPE GYPSUM WALL T,g `~ 0 E) BATH BOARD ON CEILING WHEN GARAGE IS BENEATH HABITABLE ROOMS. H 1 p • USE (2) 2 X 4 HF #2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 4 HF #2 COLUMNS AT ALL BEAMS, U.O.N. W Q _® • TEMPERED SAFETY GLASS TO BE USED IN ALL WINDOWS AS FOLLOWS: GLAZED 0 p I FRENCH DOORS, WINDOWS AT TUBS OR SHOWERS, WINDOWS WITHIN 5' OF STAIR LL i Q J % (E) LIYI NG LANDINGS & LESS THAN 60"ABOVE STAIRS, AND WINDOWS WITHIN 24" OF DOORS. • STAIRWAY ILLUMINATION SWITCHING MUST BE PROVIDED AT THE TOP AND BOTTOM ,+ I I ®®� © a 1 1 1 LJJ OF STAIRWAY LIGHTING. • 2021 WSEC R404.1 LIGHTING EQUIPMENT. ALL PERMANENTLY INSTALLED LIGHTING Avg. Grade - - - - - - - - - - - - - - - - - - - - - - 422.09 �- I - - ®®� Z Uj FIXTURES, EXCLUDING KITCHEN APPLIANCE LIGHTING FIXTURES, SHALL CONTAIN ONLY HIGH -EFFICACY LIGHTING SOURCES. To of 5ubfloor - 1 st Floor (E) BED RM SPECIAL NOTES: 0.01 419.35' IG • ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS TO BE EXAMINED RES U B AND ALTERED AS REQUIRED PER CHANGE. ALL WORK SUBJECT • ALL ANGLED WALLS TO BE 45 DEGREE ANGLE, U.O.N. _ — — — — — — — — - Oct 03 2024 T O FIELD CITY OF EDMONDS BUILDING CODES: NEW STORAGE EAST ELEVATION ADDITION DEVELOPMENT SERVICES DEPARTMENT Proposed single family dwelling addition/remodel shall conform to the INSPECTION FOR R MEMBER following codes: Scale: 1/4"=1'0" •2021 International Building Code CODE COMPLIANCE 92021 International Residential Code •2021 Washington State Amendments IGE/WATER 5HIERLD o/ SQUARE FOOTAGE SUMMARY: ROOF SHEATHING 2x12 HF#2 RAFTERS NEW ATTACHED STORAGE = 245 S.F. (NON CONDITIONED) ALIGN TOP OF RAFTER w/ EXISTING ROOF LINE (FIELD VERIFY) 12 @ 24" O.G. APPROVED B D 1 F 5IMPSON H2.5 PLANS MUST BE AMERICAN INSTITUTE of MAIN FLOOR PLAN (TYP) BUILDING DESIGN 51MP50NH2.5 W ON JOB SITE Scale: 1/4" = 1'0" W (TyP) * FILE NUMBER: ° SIDING PER ELEVATION OR BRICK VENEER PER IRC SEC. R703.7 ON 2x4 5TUD5 @ m 16"O.G. � <^ �w z 24-047 o BUILDING PAPER PER IRC R703.2 ON 7 w UNHEATED } STORAGE ROOM LL 7/16" O.S.B. SHEATHING ON o w w w THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR 2x4 STUDS @ 16" O.C. w > THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: 4" y � GONG. SLAB OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN PER PLAN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS ROOF CONSTRUCTION: (COMPOSITION) TI6HTLINP SHALL TAKE PRECEDENCE OVERALL SCALED DIMENSIONS. 6/5/2024 PLYWOOD a a a CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC 7/16" O.S.B. SHT'G w/15# FELT w/APA RATED EXT. ACX PLYWD. EXTERIOR OR EXPOSURE1 GRADE OVERHANGS. @ UNBLOCKED, w/FACE GRAIN PERPENDICULAR - _',',',_',',', " ".' - — _L, f K� l PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE BY THIS OFFICE PRIOR TO RESOLVED SCALE: TO FRAMING BELOW, STAGGER END JOINTS. NAIL _ AS FOLLOWS: �uK III III III III III III III III III III III III III III III III III PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" — 1 ' 0" DIAPHRAGM BOUNDARYAND OVER EXTERIOR WALLS AND FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. SHEAR WALLS............................................................8d ALL SUPPORTED EDGES ............................8d @ 6" O.C. @ 6" O.C. FIELD......................................................................................8d @ 8" O.C. BUILDING SECTION CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL SHEET #: A Scale: 1/4" = 1'0" ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 1 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED r E tb o U • 'ram"^, C 70 `i/ 4= � (N) (E) 00 .. J a) Sd @ 6" O.G O (N) PLYWD. E) PLYWD 1 >� O J 1. > -0 IF--- — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — ✓ U I 16d @ 6" O.G. I " a J I F (N)RAFTER E)TRU55 I I �- — 1I J >w (E) GONG. 5LAB CID I I A 1 I I A°' `'' N (2)#4x18"DOWEL5 NEW TO(E) I I 2 CONNECTION DETAIL I INSTALL I �N 00 N FTGS. & DRILL & XP EPDXY w/ 5IMP50N 5ETEMBED 10' 0" 3/4"= � �-0" I H2.5HURRIGA GLIP EA. END OF EA. I M MIN. 4 1/2" INTO (E RAFTER (TYPICAL) z GONG. PER MANUACTURER5 I I I O RECOMMENDATIONS. I I I I VENTED BLOCKING (TYP)tK a L---------------------- r----------------------—�-- ---, I-- I I II #4 DOWEL5 @ 16" O.G. EMBED 4" INTO (E) GONG. EPDXY w/ SIMP50N 7 5ET22XP EMBED MIN. 4 1/2" INTO (E) I — GNG. PER MA I I I I 2 I O RECOMMEND TIONSGTURERS _ 2 4" GONG. SLAB w/ 6x6 I I I v! (V ~ w --1ox10 W.W.M. o/ I I I 00 6 MIL VAPOR BARRIER o/ I COMPACT GRANULAR BASEI ° I cv VERIFY OR ADD 5/5" A.B. OR EXP. v W BOLTS @ 32" O.G. O I Q VERIFY MIN. 6" GONG. STEM WALL I I I ryry � � I w O U- Q Q w/ 12" WIDE x 6" GONG. FOOTING I Z '^ v0 LL l o J I I I � I II �------------T--------------�� I� a r��J v i z I (2)#4x18"DOWEL5 NEW TO (E) FTGS.&DRILL & I I I I I I 0 _ — — — — — — — — — — m EPDXY w/ 5IMP50N 5ET22XP EMBED MIN. 4 1/2" INTO (E) — I I I I I C) CC r G r J NG. PER _--- I I I I I O RECOMMEND TIONSGTURERS LLJ I I � CV L— — — — — — — — — — — — — — — --- INSTALL 5IMP50N RICANE �`+ I GLIP EAREND OF EA. I RAFTER (TYPICAL) m I I (E) GRAM 5FAGE I I I I I II I VENTED BLOCKING (TYP) EXISTING UNDERFLOOR VENTILATION MAINTAIN I I A I I A REQUIRED VENT AREA FOR EXISTING UNDERFLOOR AREA. PROVIDE ADDITIONAL UNDERFLOOR VENTS TO REPLACE I I 1 (2) 2x 5TUD5 @ I I 1 BLD2023-1619 EXISTING VENTS COVERED OVER BY NEW ADDITION. HOLDOWN5 PLYWD. PER LL SCHEDULE I I 5THD14 w/ (38) 16d I I O SINKER NAILS STRAP LOCATION — — — — — — — — — — — — — — ROOF FRAMING NOTES: O PER PLAN I I • VENTED BLOCKING OVER SUPPORTS. 2x P.T. 51LLPLATE 5/8" DIA. A.B. @ 32" O.G. I I • STANDARD ROOF OVERHANGS TO BE 18", ADJUSTAS NEEDED @ UN- EQUAL PITCHES. w/ w/ WASHERS I I • TRUOF PITCHES SSES & RAFTEBE 1/12 RS SHALL BEQ@ 24" O.C. UN UNLESS OTHERWISE W % z I I I I 6x6 - 10x10 W.W.M., EDGE NAIL GE I I I I J @ GENP 24" @ L LINE OF SLAB SILL SEALER LAP 24" @SPLICES I I NOTED. • AT ALL FLAT ROOF DRAINS AND SCUPPERS, AN OVERFLOW VALVE IS REQUIRED AT 2" ABOVE THE DRAIN FLOW -LINE ON A SEPARATE DRAIN H _ O C — — — — — — — — —L FIN. GRADE LINE. w � c -- „-=====--II- ,,, a Q'r 1 ALL OVERFRAMING MEMBERS 2X8 @ 24" O.C., BRACE DOWN TO FRAMING BELOW 48" W/ 16d TO EACH RAFTER/POST/ u_ I I `� I @ O.C. & CONNECT (2) 4" MIN GOMPAGT BEND W.W.M. GRAVEL I - TIGHT L INE / \ VALLEY/RIDGE, ETC. Z INTO FTG. A5 :I \� SHOWN b MIL VAPOR BARRIER CONTINUOUS #4 FOOTING DRAIN I �/ I III ATTIC VENTILATION: REBAR @ FOOTING UNYIELDING I I I I I PER 2021 IRC R806.2 O TOP & BTM 18„ SOIL \ I / / \ ROOF AREA = 175 S.F. LLRCGe U 6 \ 4 : 12 I � I 175 / 150 = 1.2 OF NET FREE VENTILATION REQ'D V I I � I I I Oct — — — — — —� FOUNDATION DETAIL ___ CITY OF EDMONDS DEVELOPMENT SERVICES — — — — — — — — — — DEPARTMENT ------------ :VTENII3ER -A I BD :111N:111CA\ INSTI'1'I'TE of MAIN FLOOR PLAN ROOF FRAMING PLAN M711,I)INOr I)ESIOrN Scale: 1/4" = 1'0" Scale: 1/4" = 1'0" FILE NUMBER: 24-047 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR FOUNDATION NOTES: THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN • SOLID BLOCKING OVER SUPPORTS. CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS • ALL FTGS. TO BEAR ON UNDISTURBED SOIL MIN. 1500 LBS. P.S.F. FOUNDATION STEEL PER DETAIL, SEE DTL. & SHEAR SHEETS, AS REQ'D. SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 6/5/2024 • CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC • 4 X 6 POSTS TYPICAL AT ALL BEAM SPLICES. • ALL BEAMS TO BE 4 X 10 D.F. #2 UNLESS NOTED OTHERWISE. PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE • ALL METAL HARDWARE USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE SIMPSON Z-MAX MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: OR HDG GRADE COATING. AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH • 6" GRADE FALL AWWAYAY FROM THE STRUCTURE IN THE FIRST 10'. VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO • "INSTALL 4" PERFORATED PIPE PLACED ON A MINIMUM OF 2 INCHES OF WASHED GRAVEL OR CRUSHED ROCK PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /4" = 1 10" NOT LESS THAN ONE SIEVE SIZE LARGER THAN THE PERFORATION OPENING AND COVERED WITH NOT LESS FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. THAN 6 INCHES OF THE SAME MATERIAL EXTENDING 12" BEYOND THE PIPING ENCLOSED BY FILTER FABRIC CONNECT TO PLAT STORM SEWER STUB VIA GRAVITY CONNECTION. IRC R405.1 • INSTALL 4" TIGHT -LINE TO STORM DRAIN STUB. IF COMBINING THE FOOTING DRAIN, THE CONNECTION IS CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: REQUIRED TO HAVE A 12" VERTICAL SEPARATION WITH THE FOOTING DRAIN CONNECTING ABOVE THE STORM CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL DRAIN PIPING CONNECT TO PLAT STORM SEWER STUB VIA GRAVITY CONNECTION. • INSTALL 4" TIGHT -LINE TO STORM SEWER STUB VIA GRAVITY CONNECTION ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 2 ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED J E 0 CONT. PLY. U 5 1/4 xq 1 /2" P.5. L. • .—•� c DAP AS REO'D =» Lm ----------� o-0 bxb MEMBER (2) 3/4"x5" LAG 5GREW5 'J J CO @ 3„ D.G. :,\t: �l, o 2x4 STUDS @ 16" O.G.(3) 1 " D IA. x 9" LAG � 1 � 5GREW5 TO P5L POST v J� f (2) 3/4" DIA. THRU m J Q2.4 BOLTS @ 3" O.G. 4„ _ 5 O .= (E) REC RM. a) w O i (N) 5TORA�GE / _ _-- _ DIA.HRU (B)OLTS 00 M @ 3TO O.G. oo 6 �i 245 S.F. ADDITION ti � GONG. SLAB I / I N (6 (NON-GONDITIONED � N O I SPACE) I 4'-0" (MAX) Ll M DETACHEDo �� GA�RA�G E _ (E) LN D RY 1 KNEE BRACE DETAIL CONNECTING 1 O O I STRUCTURE w/ Scale: 3/4" = 1'0" 1 PLEXIGLA55 ROOF P.T. 2x4s @ 16" O.G. rxbDF02 I — — — — — — — — — — — — — — -iJL_� P.T. 2x10 (UNIFIED DESIGN ELEMENT) w/ PLEXIGLA55 ROOF I 1 ----- — 5065 — 1a�_�'.T.- - z 10I 6x P05 LD �� 04 (E) DINING (E) KITCHEN I - - - IIAF m P.T. bxb POST,_.,C 1 I P.T. 6x6 P05T P.T. 16" O.G. P.T. 2x10 g Q w Q — ION I (OPTIONAL CEDAR) P.T. 2x10 I (TYPICAL) P.T. 2x4s 16" O.G. (OPTIONAL GEDAR) 0 LL Q I I CONNECTING (TYPIGAL) co ZQ w U) T 5TRUCTURE w/ I PLEXIGLA55 ROOF J a Q � I"�qt z — — — — — — — — — — — — — — — — -- —i— — — — Q Qo 0 ~ ~ 1 I J 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 O 0 - I MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. c W CV E) BATH IRC R317.3.1 IBC 2304.10.5.1 I 1 6x6 P.T. KNEE BRACE, SEE DTL 1/3 ^ VJ I_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. Lio__4 \ P.T. 2x10 T I I /,�) I P.T. 2x4s 16" O.G. (� IV G III �` � 4 AL GEDAR) J I I (OPTIO / I \ (E) BED RM / I \ BLM23-1619 / 0 I I ---------- z W z� J O� U MAIN FLOOR CONNECTION STRUCTURE uu a a O Scale: 1/4" = 1'0" 2x4 UNIFI O DESIGN E J V ) Fr LL z �ESUB 20ct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :VTEMBER P.T. 2x4s @ 16" O.G. (OPTIONAL GEDAR) (2) P.T. 2x10 I 3 : 12 B D " — R �� - I3LTII,I)IN(�r I)I SIOrN FILE NUMBER: 24-047 - THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE DATE: d? OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS P.T. 6x6 POST SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC 6/5/2024 (TYP) q' 1/8" PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SCALE: AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT 1 /411 = 1 1011 FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. SOUTHELEVATION CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. SHEET #: CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL 3 Scale: 1/4" = 1'0" ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. ©Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED CHAPTER 6 WALL CONSTRUCTION TABLE R602.3(1) FASTENING SCHEDULE I T DESCRIPTION OF BUILDING NUMBER AND T)Wg OF FASTENEll SPACING AND LOCATION E ELEMENTS M Roof 4-8d box (21/2" x 0.113"); or Blocking between ceiling joists, rafters or 3-8d common (21/2" x 0.131"); or trusses to top plate or other framing Toe nail below 3-10d box (3" x 0.128"); or 3-3- x 0.131" nails 2-8d common (21/2" x 0.131"); or 1 Each end toe nail Blocking between rafters or truss not at 2-3" x 0.131" nails the wall top plates, to rafter or truss 2-16d common (31/2" x 0.162"); or End nail 3-3" x 0.131" nails Flat blocking to truss and web filler 16d common (31/2" x 0.162"); or 6" o.c. face nail (3" x 0.131" nails 4-8d box (2112" x 0.113"); or 3-8d common (21/2" x 0.131"); or 2 Ceiling joists to top plate Per joist, toe nail 3-10d box (3" x 0.128"); or 3-3- x 0.131" nails 4-10d box (3" x 0.128"); or Ceiling joist not attached to parallel rafter, 3 laps over partitions [see Section R802.5.2 3-16d common (31/2" x 0.162"); or Face nail and Table R802.5.2(1)] 4-3" x 0.131" nails Ceiling joist attached to parallel rafter 4 (heel joint) [see Section R802.5.2 and Table R802.5.2(1) Face nail Table R802.5.2(1)] 4-10d box (3" x 0.128"); or 5 Collar tie to rafter, face nail 3-10d common (3" x 0.148"); or Face nail each rafter 4-3" x 0.131" nails 3-16d box (31/2" x 0.135"); or 3-10d common (3" x 0.148"); or 2 toe nails on one side and 1 toe 6 Rafter or roof truss to plate nail on opposite side of each 4-10d box (3" x 0.128"); or rafter or truss' 4-3" x 0.131' nails 4-16d box (31/2" x 0.135"); or 3-10d common (3" x 0.148"); or Toe nail 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails 3-16d box (31/2" x 0.135"); or Roof rafters to ridge, valley or hip rafters 2-16d common (31/2" x 0.162"); or or roof rafter to minimum 2" ridge beam End nail 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails Wall 16d common (31/2" x 0.162") 24" o.c. face nail 8 Stud to stud (not at braced wall panels) 10d box (3" x 0.128"); or 16" o.c. face nail 3" x 0.131" nails 16d box (31/2" x 0.135"); or Stud to stud and abutting studs at 12" o.c. face nail 9 intersecting wall corners (at braced wall 3" x 0.131" nails panels) 16d common (31/2" x 0.162") 16" o.c. face nail 1 Built-up header (2" to 2" header with 112" 16d common (31/2" x 0.162") 16" o.c. each edge face nail 0 spacer) 16d box (31/2" x 0.135") 12 o.c. each edge face nail 5-8d box (21/2" x 0.113"); or 1 Continuous header to stud 4-8d common (21/2" x 0.1311; or Toe nail 4-10d box (3" x 0.128 ) 4-16d box (31/2"x 0.135"); or 3-16d common (31/2" x 0.162"); or 1 Adjacent full -height stud to end of header End nail 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails 16d common (31/2" x 0.162") 16" o.c. face nail Top plate to top plate 10d box (T x 0.128"); or 3 12" o.c. face nail 3" x 0.131" nails 8-16d common (31/2" x 0.162"); or 4 Dot,hle top plate splice 12-16d box (31/2" x 0.135"); or Face nail on each side of end joint (minimum 24" lap splice length 12-10d box (3" x 0.128"); or each side of end joint) 12-3" x 0.131" nails 16d common (31/2" x 0.162") 16" o.c. face nail 1 Bottom plate to joist, rim joist, band joist 16d box (31/2' x 0.135"); or 5 or blocking (not at braced wall panels) 12" o.c. face nail 3" x 0.131" nails 3-16d box (31/2" x 0.135"); or 1 Bottom plate to joist, rim joist, band joist 2-16d common (31/2- x 0.162"); or 16" o.c. face nail 6 or blocking (at braced wall panel) 4-3" x 0.131" nails 4-8d box (21/2" x 0.113"); or 3-16d box (31/2" x 0.135"); or 4-8d common (21/2" x 0.131"); or Toe nail 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails 1 Top or bottom plate to stud 3-16d box (31/2" x 0.135"); or 2-16d common (31/2" x 0.162"); or EI 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails 3-10d box (3" x 0.128"); or 1 Top plates, laps at corners and 2-16d common (31/2" x 0.162"); or Face nail 8 intersections 3-3" x 0.131" nails 3-8d box (2112" x 0.113"); or 9 1" brace to each stud and plate 2-8d common (21/2" x 0.131"); or Face nail 2-10d box (3" x 0.128"); or 2 staples 13/4" 3-8d box (21/2" x 0.113"); or 2-8d common (21/2" x 0.131"); or 2 1x 6" sheathing to each bearing Face nail 2-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long 3-8d box (21/2" x 0.113"); or 3-8d common (2112" x 0.131"); or 3-10d box (3" x 0.128"); or 3 staples, 1" crown, 16 ga., 13/4" long 2 1" x 8" and wider sheathing to each Face nail Wider than 1- x 8" 1 bearing 4-8d box (21/2" x 0.113"); or 3-8d common (21/2" x 0.131"); or 3-10d box (3" x 0.128"); or 4 staples, 1" crown, 16 ga., 13/4" long Floor 4-8d box (2112" x 0.113"); or 3-8d common (21/2" x 0.131"); or 2 Joist to sill, top plate or girder Toe nail 3-10d box (3" x 0.128"); or 3-3' x 0.131' nails 8d box (2112" x 0.113") 4' o.c. toe nail 8d common (2112" x 0.131"); or 2 Rim joist, band joist or blocking to sill or 3 top plate (roof applications also) 10d box (3" x 0.128"); or 6" o.c. toe nail 3" x 0.131" nails 3-8d box (21/2" x 0.113"); or 2-8d common (21/2" x 0.131"); or 4 1 x 6 subfloor or less to each joist Face nail 3-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13/4" long Floor 2'" subfloor to joist or girder 3-16d box (31/2" x 0.135' ); or Blind and face nail 5 2-16d common (31/2" x 0.162") 3-16d box (31/2" x 0.135"); or 6 2 planks (plank & beam -floor & roof) At each bearing, face nail 2-16d common (31/2" x 0.162") 3-16d common (31/2" x 0.162"); or 2 Band or rim joist to joist 4-10 box (3" x 0.128"); or End nail 4-3" x 0.131" nails; or 4-3" x 14 ga. staples, 7/16" crown 20d common (4" x 0.192"); or Nail each layer as follows: 32' o.c. at top and bottom and staggered. 10d box (3- x 0.128"); or 3" x 0.131" 24" o.c. face nail at top and nails bottom staggered on opposite sides 2 Built-up girders and beams, 2-inch lumber And: 8 layers 2-20d common (4" x 0.192"); or Face nail at ends and at each 3-10d box (3" x 0.128"); or splice 3-3' x 0.131" nails 4-16d box (31/2" x 0.135"); or 3-16d common (31/2" x 0.162"); or 9 Ledger strip supporting joists or rafters At each joist or rafter, face nail 4-10d box (3" x 0.128"); or 4-3- x 0.131" nails 2-10d box (3" x 0.128"); or 3 Bridging or blocking to joist, rafter or truss 2-8d common (21/2" x 0.131"); or Each end, toe nail 3' x 0.131" nails I SPACING OF FASTENERS T DESCRIPTION OF BUILDING NUMBER AND TYyg OF FASTENER" Ed esh Intermediate E ELEMENTS n (inch supportsc, e M (inches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing (see Table R602.3(3) for wood structural panelexterior wall sheathing to wall framing) 6d common or deformed (2 x 0.113" x 0.266" head);23/8" x 0.113" x 0.266' 6' head nail (subfloor, wall)' 1 - 1j: 8d common (21/2" x 0.131") nail (roof); or 6 6` RSRS-01 (23/8" x 0.113") nail (roof)b 8d common (2-21/2" x 0.131") nail (subfloor, wall) 6 12 8d common (2112" x 0.131 ) nail (roof); 2 19/32" - 3/4 Or 6 6, RSRS-01; (23/8" x 0.113") nail (roof)b Deformed 23/8" x 0.113" x 0.266' head (wall or subfloor) 6 12 10d common (3". x 0.148") nail; or 3 '/8 - 11/4 (21/2" x 0.131 x 0.281" head) deformed 6 i nail Other wall sheathing9 1112" x 0.120" galvanized roofing nail, 3 112" structural cellulosic fiberboard 7/16' head diameter, or 4 sheathing 1 7 1 �4" long 16 ga. staple with /16" or 1" crown 13/4" x 0.120" galvanized roofing nail, 3 25/32" structural cellulosic fiberboard 7/16" head diameter, or 5 sheathing 1 � 1 /4" long 16 ga. staple with /16` or 1' crown 1112" x 0.120" galvanized roofing nail, 7/16" head diameter, or 6 1/2" gypsum sheathings 11/4"long 16 ga.; staple galvanized, 1112" long; 7/16" or 1" crown or 11/4" screws, Type W or S 1'/4" x 0.120" galvanized roofing nail, 7/16" head diameter, or 11/4" long 16 3 5/8',gypsum sheathings ga.; 7 staple galvanized, 1112" long; 7/16" or 1"crown or 11/4" screws, Type W or S Wood structural panels, combination subfloor underlayment to framing Deformed (2" x 0.113") or 3 8 > , and less Deformed (2" x 0.120") nail; or 6 1' 8d common (21/2" x 0.131") nail 8d common (2112" x 0.131") nail; or 9 7/q" - 1" Deformed (2" x 0.113"); or 6 1? Deformed (2112" x 0.120") nail 10d common (3" x 0.148" ) nail; or 0 11/8" - 11/4" Deformed (2" x 0.113"); or 6 12 Deformed (21/2" x 0.120") nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6,895 MPa. a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0,142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.11. b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF BROOKES DESIGN INC.. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. O U 11 D J � � r� O O O C Q J O o Q O J ! > W N CO co a0 N ' N � N N M W Z O Z 0 �,O LL1 O � Q L Q W Q Q Q W Cn J a V V Q � r C0 G O �o W � N U) BLD2023-1619 W J D 0 W di J U H H U ) w Q a Z Z �W VJ Q LLRESUB Oct 03 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MEMBER B D -A AMERICAN INSTITUTE of BUILDING DESIGN FILE NUMBER: 24-047 DATE: 6/5/2024 SCALE: 1/411 = 1'0" CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. © Brookes Design, Inc. ALL RIGHTS RESERVE, DUPLICATION AND DISTRIBUTION OF THIS PLAN WITHOUT WRITTEN PERMISSION IS PROHIBITED SHEET #: S1