Loading...
APPROVED BLD ENG PLN BLD2021-1064+arch. & site_Plan+8.24.2021_11.14.09_AM+2372865PROJECT DESCRIPTION DEMOLISH EXISTING DECK AND PORTION OF RETAINING WALL AND CONSTRUCT NEW DECK AND RETAINING WALL, PER PLAN. NO WORK TO THE INTERIOR OF THE HOUSE. Nothing in the permit approval process 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. FA LEGAL DESCRIPTION CITY OF EDMONDS BLK 071 D-00 - ALL LOTS 31 & 32 ALLEY YARD CALCULATIONS REAR YARD = 15 FEET REQUIRED REAR YARD = 15' FRONT YARD = 20 FEET REQUIRED FRONT YARD = 20' SIDE YARD = 5 FEET REQUIRED SIDE YARD = 5' PROPERTY LINE ± 90' 1 15' R.Y. 1 I �E� POOL 1 I \ � 1 23'-2" PROPOSED N W DECK 47141 o +I m z } I AEI DECK TO BE DEMOLISHED � I w CV 0Y a 1 ` r I 121 I ,ADJACENT I EXISTING RESIDENCE ,l RESIDENCE \ I 925 WALNUT ST., EDMONDS, WA 98020 1 Y. IEI DRIVEAWAY / ` / \ o I 11 0 \ PROPERTY LINE ± 90, lE� SIDEWALK WALKWAY (E� SIDEAWALK _WALNUT ST SITE PLAN SCALE 22X34 1" = 10'-0" SCALE 11X17 1" = 20'-0" LOT COVERAGE TOTAL LOT AREA MAIN DWELLING NEW DECK 6534 SQ-FT 1702 SQ-FT 480 SQ-FT TOTAL 2182 SQ-FT ALLOWABLE LOT COVERAGE = 9855 SQ-FT * 35% _ 3449 SQ-FT (MAX) PROPOSED LOT COVERAGE = 2182 SQ-FT > 3449 SQ-FT (NOT OK) APPLICABLE CODES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK. WORK SHALL COMPLY WITH THE FOLLOWING CODES: 2018 SEATTLE RESIDENTIAL CODE 2018 WASHINGTON ENERGY CODE OTHER CODES APPLICABLE BY JURISDICTION. Zone Setbacks Front West East Rear Height DECK SETBACKS RS-6 N N Corner Flag . Required Actual 20 40 5 23.2 5 15 25 Two tax parcels shown on GIS layer, 00434207103100 and 00434207103300. Tax parcel 00434207103300 is nonconforming and deemed combined with 00434207103100 pursuant to ECDC 17.40.030.C. APPROVED BY PLANNING �o Sep 02 2021 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED. 09/03/2021 0' 2, 5' 51 10' 201 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE LEGEND PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES NEW UPPER FLOOR DECK EXISTING UPPER FLOOR DECK TO BE REMOVED EXISTING STRUCTURE CENTER LINE OF STREET EDGE OF CONCRETE --- ROOF OUTLINE PROPERTY SETBACK I � EXISTING TREES/FOLIAGE VICINITY MAP FROM GOOGLE MAPS " Mapk, Alder St Alder St 925 Walnut St, Edmonds, WA 98020 Walnut St Walnut St St 9 Ka I IT PROJECT INFORMATION OWNER BRUCE BALLARD JURISDICTION EDMONDS PARCEL NUMBER 00434207103100 ZONING R-6 YEAR BUILT 1953 LOT AREA 9855 SQ-FT SHEET INDEX C1.1 SITE PLAN & PROJECT INFO A2.1 MAIN FLOOR PLAN A2.2 UPPER FLOOR PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS S-0.0 STRUCTURAL NOTES/DETAILS S-1.0 STRUCTURAL PLANS City Of Edmonds Building Department ................. Work DECK ---------------------------- ------------------------------- Address 925 WALNUT ST -------------------------------------------- Owner BALLARD Approved Date 09/07/202-1 Q,,/ Building Official A16PI'llor- 91600" 7cla ----------------- ---------------------------- Permit Number' 2021-1064 z z 0 W z 0 O m � J Q Of Q w w O W N N N Q N N N 0 1- w CO 0 0 0 W O — N i4o YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) J w Q o Z w O Q Q ; a w 0 � m J z w N 5 m Lo 2 �w Q 0) M Z � Q ILL 0 Z LLJ F___LU _ U W O 06 JOB NO. 21-0144 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 4 C1.1 LEGEND o w 0 EXISTING WALL TO REMAIN EXISTING STRUCTURE TO BE REMOVED o m -j w -j ■ ■ NEW BEAM/HEADER ABOVE, SEE STRUCT. FOR DETAIL INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON cUn z Q THIS SHEET FOR BALANCE OF INFORMATION o uJ N N N Q 0 N r,� N o6 N o6 O O O GENERAL NOTES k " A, PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B, CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND 571-9111 EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING J* ANY WALLS STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD P3 471-411 101-500* 211 BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING YEN DESIGN INC. INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL i I1 131-011 81-10311 91-1311 11 31-7311 EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS 1-7 4 4 4 10-6 4 AFTER CEILING WALL COVERINGS ARE REMOVED, 5 5 5 5 C, SEE SHEET All FOR COMMON CODE REQUIREMENTS. 206.432.1111 DECK LINE ABV, — WWW.YENDES.COM U. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL mHPROVAL STAMP LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED, F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. G, ALL DIMENSIONS TO STUD WALL, H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO 1 4 CONSTRUCTION, 1 ENGINEER STAMP I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION N REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY 1 N BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING _ _ I 1x "cq FACILITIES. 1x N < J, DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL I 1 I OR ON CENTER, AS APPROPRIATE. RESUB Aug 24 2021 K. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 15, 3' FROM PROPERTY LINES 3' FROM OPERABLE OPENINGS INTO CITY OF EDMONDS DEVELOPMENT SERVICES 1 THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, DEPARTMENT 1 L. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OPERABLE I 3 WINDOWS WITH AN OPERABLE AREA NOT LESS THAN 4 SQUARE 1 EXISTING RESIDENCE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF d I INTERIOR OUTDOOR AIR, WINDOW IS TO HAVE SCREEN AND SHALL BE — — — — — — — — — — — — — NO CHANGE x CONTROLLABLE AND SECURABLE. PLAN KEYNOTES o oz 2O 1, GUARDRAIL TO BE INSTALLED AROUND PROPOSED CC DECK, SEE STRUCT FOR CONNECTION DETAIL. Q G Q 1-- Q ~ 2, �E� FLAT ROOF ABOVE TO REMAIN. J z SIN Q m J Q LU Q z 3, �EJ DOORS + WINDOWS, NO CHANGES. w LL 5 N Lo 2 4, �Ej CONC, WALL IS LEANING DUE TO WEIGHT OF �E� Q m rn LU DECK. PROPOSED NEW CONC, PIERS AND POSTS IN FRONT OF �E� CONC. WALL, SEE 2/A5,1 FOR BALANCE 3 OF INFO, z Q 5, POST 4X4 POST ANGLED TOWARDS THE HOUSE J RATHER THAN STRAIGHT VERTICAL. SEE ELEVATIONS ON A3.1-A3.2, O O J LL Z a 5 PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" JOB NO. 21-0144 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 4 A2.1 PLAN KEYNOTES A 2 PROPOSED UPPER FLOOR PLAN 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" GUARDRAIL TO BE INSTALLED AROUND PROPOSED DECK, SEE STRUCT FOR CONNECTION DETAIL. 42" WIDE GATE TO ACCESS ROOF DECK FOR MAINTENANCE. Z DOORS + WINDOWS, NO CHANGES. EXISTING FLAT ROOF TO REMAIN, LEGEND o > 0 EXISTING WALL TO REMAIN - — — — - EXISTING STRUCTURE TO BE REMOVED o CO LU 12 ■ ■ NEW BEAM/HEADER cn o INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON w w z Q THIS SHEET FOR BALANCE OF INFORMATION o 0- uJ N O N Q 0 N � N W N W 0 0 0 GENERAL NOTES kc'NN A, PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B, CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED, C, SEE SHEET All FOR COMMON CODE REQUIREMENTS. D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS. E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED, F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. G, ALL DIMENSIONS TO STUD WALL, fi YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL STAMP H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION, I ENGINEER STAMP I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J, DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. K. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, L. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OPERABLE WINDOWS WITH AN OPERABLE AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AIR, WINDOW IS TO HAVE SCREEN AND SHALL BE CONTROLLABLE AND SECURABLE. EXISTING UPPER FLOOR PLAN 22x34: SCALE 1 /8" = 1'-0" 11 x17: SCALE 1 /16" = 1'-0" RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) J W Q OZ w O Q W LLI Q co Gor) 5 J Z 7- W N m Lo o a � o) Z Q J n ry O O J H ry W n n D JOB NO. 21-0144 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 4 A2.2 RIDGE HEIGHT NO CHANGE TO HEIGHTI UPPER LEVEL TOP PLATE UPPER LEVEL FINISH FLOOR TOP PLATE MAIN LEVEL FINISH FLOOR RIDGE HEIGHT NO CHANGE TO HEIGHT UPPER LEVEL TOP PLATE UPPER LEVEL FINISH FLOOR TOP PLATE MAIN LEVEL FINISH FLOOR NORTH ELEVATION 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" EAST ELEVATION 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" A ` mommo 0000 0' 1' 2' 41 81 )RAIL PER IRC R312,1,2, ALL VG SHALL BE CAPABLE OF IS ON TOP RAIL ACTING IN DUIRED BY IRC R301,5, TYP, ALLOW THE PASSAGE OF A 4110 SPHERE F- F- GENERAL NOTES -IN cp :;4r 0 dt 5 z z O LUw z O 0� O m Q w w O uJ N N N Q N N N o r-� o6 o6 O O O O - N W P3 YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM mr'PROVAL STAMP ENGINEER STAMP NEC ARTICLE 210(EI(3): BALCONIES, DECKS, AND PORCHES, BALCONIES, DECKS, AND PORCHES THAT ARE ACESSIBLE FROM INSIDE THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET INSTALLED WITHIN RESUB THE PERIMETER OF THE BALCONY, DECK, OR PORCH, THE RECEPTACLE Aug4 2021 SHALL NOT BE LOCATED MORE THAN 6 1/ FT ABOVE THE BALCONY, DECK g CITY OF EDMONDS OR PORCH SURFACE. DEVELOPMENT SERVICES DEPARTMENT V J Q W OZ w Q �� o Q Q ; Q W GoJ 0 � Z co 5 2 W N � Q Cn m�� SIN r /) z O - o o W J LU JOB NO. 21-0144 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 4 A3. 1 RIDGE HEIGHT M CHANGE TO HEIGHTI UPPER LEVEL TOP PLATE -( 4211 IGH GUARDRAIL PER IRC R312,1,2, ALL GUARDS AND RAILING SHALL BE CAPABLE OF TING 200 LBS ON TOP RAIL ACTING IN ANY DIRECTION AS REQUIRED BY IRC R301.51 TYP, OPENINGS SHALL NOT ALLOW THE PASSAGE OF , A 4110 SPHERE JOISTS TO BE SIZED I AT 811 MAXIMUM UPPER LEVEL FINISH FLOOR TOP PLATE o I 0 0 0 0 O� O� I a a MAIN LEVEL FINISH FLOOR PORTION OF RETAINING WALL SUPPORTING EXISTING DECK TO BE REMOVE AND Al REPLACED PER STRUCTURAL SHEETS �REA LOF WORK ` — � � � � � � � � � � � � — ' WEST ELEVATION 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1 I-01I r nm SIN cp d' —IN o� z z O Ly z O > ui of O m -j Q w w O 0 0- C) C� uJ N N N Q N N N o r-� o6 o6 O O O W O - N W' plo YEN DESIGN INC. 206.432.1111 d- WWW.YENDES.COM mr'PROVAL STAMP GENERAL NOTES NEC ARTICLE 210(E)(3): BALCONIES, DECKS, AND PORCHES, BALCONIES, DECKS, AND PORCHES THAT ARE ACESSIBLE FROM INSIDE THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK, OR PORCH, THE RECEPTACLE SHALL NOT BE LOCATED MORE THAN 6 1/ FT ABOVE THE BALCONY, DECK, OR PORCH SURFACE. ENGINEER STAMP RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M J W Q OZ w O a_ a�Q H r W J LLI Q co � Gor) Lu J Z 7- W N 5 Lo o a � m o) Z O Q w J w JOB NO. 21-0144 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 4 A3.2 FASTEN END DECK - BOARD TO LEDGER w/ 3"xO.131" NAILS @ 6"o.c. NEW P.T. 2x DECK- J015T5 (5EE PLAN5) HANGER (5EE PLAN5) NEW 2x LEDGER FASTENED TO EX15T. RIM w/ (3) Y4"x3Y2" 51MP50N 5D5 5GREW5 @ 16"o.c. SECTION SCALE: 3/4"= I'-O" CONNECT ION SPEC I I CTI ONS (TYP. U.N.O.) DE5GRIPTION OF 13LD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (5) TOENAILS* 50LE PL. TO J0I5T/RIM OR BLK'6 NAILS ® 6" o.G. NAILS ® 4" o.G. STUD TO PLATE (4) TOENAILS/ (3)END NAILS (4) TOENAILS/ (4)END NAILS* RIM TO TOP PLATE TOENAILS @ 6" o.c. TOENAILS 0 4" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS EA. END (3) TOENAILS EA. END* DOUBLE STUD NAILS 0 16" o.G. NAILS @ 16" o.G. DOUBLE TOP PLATE NAILS @ 12" o.G. NAILS 0 8" o.c. DOUBLE TOP PLATE LAP 5PLIGE (I2) NAILS IN LAPPED AREA (24" MIN.) (15) NAILS IN LAPPED AREA 24" MIN. TOP PLATE LAP 0 GORNER5 INTER5EGTIN6 WALLS (5) NAILS (5) NAILS 2y2 "x0.I I3 15 AN AGGEPTABLE ALTERNATIVE TO A 3 "x0.I20 % SAME 5PAG I N6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE ARE SHOWN) EXIST. 2x EXTERIOR WALL TO REMAIN (5EE PLANS) EX15T. RIM J015T5 TO REMAIN EX15T. FLR 5Y5TEM (5EE PLAN5) EX15T. 2x EXTERIOR WALL TO REMAIN (5EE PLAN5) I DECK CONSTRUCTION TO CONSIST OF APPROVED ■WOODS OF NATURAL RESISTANCE TO DECAY OR ■ I BE TREATED WOOD AND LABELED ACCORDINGLY. . I RC R317.1 & R317.2 I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. ,In the absence of manufacturer's recommendations, a minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ L IRC R317.3.1 IBC 2304.10.5.1 I RAILING - PER MANUF. (42" MA J015T5 BELOW - NOT SHOWN FOR GLARITY. 5EE PLAN5 FOR 5PEGIFIG CONDITION (TYP.) 5ECT10N SCALE: 3/4"= I'-O" (4) Y4" DIA. x 6" LONG LA6 5GREW5 @ EA. P05T INTO RIM/BLOGKIN6 (TYP. EA. P05T) PROVIDE (2)2x FULL DEPTH BLOCKING BETWEEN FRAMING MEMBER5 A6AIN5T (2)2x RIM @ RAILING LOGATION5 TO ALLOW FOR FULL PENETRATION OF 6" LONG RAILING 5GREW5. FA5TEN BLOGKIN6 TO ADJACENT MEMBER5 w/ (40'xO.131" NAILS @ EA. 510E. MEAN5 4 METHODS NOTE5 THE 5TRUGTURE 15 DE516NED TO BE 5ELF 5UPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RE5PON515ILITY TO DETERMINE THE ERECTION PROGEDURE5 AND 5EQUENGE TO INSURE THE SAFETY OF THE BUILDING AND IT5 GOMPONENT5 DURING GON5TRUGTION. TH15 INGLUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN6, 6UY5, AND TIE-DOWN5. CONTRACTOR SHALL BE RE5PON515LE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO 5TABILIZE AND PROTECT EXI5TING AND ADJACENT 5TRUGTURE5 AND 5Y5TEM5 DURING GOUR5E OF DEMOLITION AND GON5TRUGTION OF THE PROJECT. 5TRUGTURAL DE516N AND 5PEGIFIGATION5 A55UME THAT ALL 5UPPORTIN6 AND NON-5UPPORTIN6 ELEMENTS IN CONTACT WITH FLOOR FRAMING ARE LEVEL, INGLUDIN6, E>UT NOT LIMITED TO; FOUNDATIONS, 5LAB5 ON GRADE, BEAM5, WALL5, AND NON -BEARING ELEMENTS. IT 15 THE GONTRAGTOR'5 RE5PON51BILITY TO VERIFY LEVELNE55 AND MAKE ADJU5TMENT5 A5 NEGE55ARY, INGLUDIN6 GON5I0ERATION OF TH05E AREAS THAT MAY BE WITHIN CONTRACTUAL, INDUSTRY, OR WARRANTY TOLERANCE5. DECKING PER ARCH DECK J015T5 (SEE PLAN) DBL END JO (SEE PLAN) 4x10 DROPPED BM (5EE PLAN) (2)4"x8" LONG 51MP50N 5D5 5GREW5 o EA. ANGLED P05T TO BM ABOVE (GOUNTER5INK A5 REQ'D) 4xb DF #2 ANGLED P05T - 5EE PLANS (2)'4"xb" LONG 51MP5ON--, \ 505 5GREW5 o EA. ANGLED P05T (GOUNTER5INK A5 REQ'D) 1 1/2" SECTION SCALE: 3/4"=1'-0" GENERAL 5TRUCTURAL NOTE5 FOUNDATION • DES16N 15 BASED ON 2018 INTERNATIONAL RESIDENTIAL CODE S 2018 INTERNATIONAL BUILDING CODE • DESIGN LOADS: 501L 2,000 P5F ALLOWABLE BEARING PRESSURE • CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: Pc, = 2,500 psi: ....... FOUNDATION WALL5* 2,500 psi:....... FOOTINGS* 2,500 psi:....... INTERIOR 5LAB5 ON GRADE 5,500 psi:....... GARAGE S EXT. 5LAB5 ON GRADE fy = 60,000 psi * UTILIZE 5/2" SACK 2500 P51 CONCRETE MIXES THAT ARE EQUIVALENT TO 3,000 PSI CONCRETE FOR WEATHERING POTENTIAL • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 7 AIR ENTRAINMENT. • FOUNDATION WALL DESIGN 15 BASED ON BAGKFILL 501L CLASSIFICATIONS OF 5G, ML-GL, OR GL (60 prX SOIL. • TYPICAL REINFORCEMENT DETAILS: LAP ALL REBAR 24" MIN.; BEND BARS AND LAP AT CORNERS; PROVIDE 6" HOOK INTO SUPPORTING FOOTIN65 WHEN FOOTINGS INTERSECT; PROVIDE 3" MINIMUM COVER AT THE BOTTOM BARS AND 1 1/2" COVER AT THE SIDES. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT SOILS REPORT/ LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED HEM FIR #2. • BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF HARDWARE 8 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO COORDINATE. • ARGH/BUILDER TO VERIFY ALL DIMENSIONS NEW 2x LEDGER FASTENED TO EX15T. RIM w/ (3) Y4"x3Y2" 51MP50N 5D5 5GREW5 @ I6"o.c. EX15T. FLR TO REMAIN 4"x4"x )/2" STEEL ANGLE (4" WIDE) FASTENED TO BM/PO5T w/ (2) 4"xb" 51MP5ON 5D5 5GREW5 EA. LE6 (4 5GREW5 TOTAL). BUILDER RE5PON51BLE FOR WEATHER PROTECTION OF 5TL ANGLE 4x4 DF #2 P05T FASTENED TO EXI5TIN6 WALL w/Y4"xb" LONG 51MP50N 5D5 5GREW5 o 12"o.c. VERTICALLY (TYP) PROVIDE/VERIFY (2)2X MIN. P05T IN EX15T. WALL - SEE PLAN5 NOTCH 4x4 A5 REQ'D TO RECEIVE ANGLED P05T j LORDING AND DESIGN PARAMETERS GRAVITY DESIGN LOADS: DEAD LOAD (P5F): FLOOR (2X) : 10 LIVE LOAD (P5F): RESIDENTIAL LIVING AREAS : 40 RESIDENTIAL WOOD DECKS : 60 SNOW LOAD GROUND SNOW LOAD (P� (P5F) : 25 FLAT ROOF SNOW LOAD (Pd (P5F) : 25 SNOW EXPOSURE FACTOR (G.) : 0A SNOW LOAD IMPORTANCE FACTOR (1) : 1.0 THERMAL FACTOR (G,) : 1.2 LEGEND INTERIOR BEARING WALL ° - - - - BEAM / HEADER J L METAL HANGER EX15T. PAVER5 TO REMAIN. REMOVE $ REPLACE A5 REG2'D FOR NEW FND WALL INSTALLATION 8" (MIN) GONG. FDN. - 5TEM WALL w/ #4 HORIZ. @ TOP OF WALL $ @ MID -HEIGHT 12x24 GONG. FT6. w/ (5) #4 GONT. 4 #4 DOWEL5 @ 48" O.G. PROVIDE 5TND. HOOK ff EXTEND TO TOP OF STEM WALL SECTION SCALE: 3/4"=1'-O" GENERAL 5TRX7URAL N07E5 DE51ON PARAMETER5 • DE516N 15 BASED ON 2015 INTERNATIONAL RESIDENTIAL CODE & 2018 INTERNATIONAL BUILDING CODE • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. GENERAL FRAMING • ALL 2xb AND LARGER SOLID 5AWN BEAMS/HEADERS SHALL BE HEM FIR #2 (HF #2) OR BETTER. ALL 4x6 AND LARGER SOLID 5AWN LUMBER SHALL BE DOUG FIR #2 (DF #2) OR BETTER. • ALL FRAMING LUMBER SHALL BE KILN DRIED TO 15% MG (KD-15). • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN GENERAL NOTES, IN DETAILS, OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS. • FASTEN ALL BEAMS TO COLUMNS, OR FLUSH BEAMS TO SUPPORTING BEAMS, w/ (4) 3"x0.131" TOENAILS (MIN.), TYP. U.N.O. • FACE NAIL MULTI -PLY 2x BEAM5 & HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS (MIN.) @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES C 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2xb $ 2x8 MEMBERS. • REFER TO IRG FASTENING SCHEDULE TABLE R602.3(I) FOR ALL GONNEGTIONS, TYP. U.N.O. FLOOR FRAMING • 2x FLOOR JOISTS HAVE BEEN DESIGNED TO MEET OR EXCEED L/360 LIVE LOAD DEFLECTION CRITERIA. • TYPICAL 2x JOIST HANGERS (U.N.O. ON PLANS): SINGLE PLY: 51MP50N LU528 DOUBLES: 51MP50N LU528-2 c d GRADE a d ° a x LL o w v d O m Z RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT seal: &I d Inc. C7 _ Z CV JCr CV w M w Z U CD o = Z 0J a� w Qca o LO U Z) Z3 v� E CD = a Jz W CEO LAC) C CD y o W N C0 OC n CL IV IV M&K project number: 251-21013 project mgr: drawn by: issue date: REVISIONS: date: 08-18-21 v ! J d H W 0 W 0 Z J d H C� H sheet: NJM NJD 06-23-21 initial; NJD Z V1 W 0 Z w z 0 W(D wz WQ do �o LO No rnw SM0.0 seal: '3.MAT TYP. RAILING 2 EXI5TIN6 DECK TO BE 5-0.0 5-0.0 5-0.0 5-0.0 5-0.0p�$ FASTEN END J015T TO ���, c�isT�R � REMOVED (TYP.) B3 BM/RIM EA. END w/ (I) `'AWAI, DBL END J015T DBL END J015T (TYP.) DBL END JOIST (3)2x8 GANT'D 51MP50N A35 CLIP ©copyright : MULHERN & KULP pt p' I p' pf Structural Engineering, Inc. 7 �� B2 X �I X �I 5-0.0------------------- X Q-------------------------- X �I------------ p o ,�. ------ 0 OD- -------------------------- 0 D-------- o IZ o Q—� �r 0 i �r 0 i �r 0 i �r 0 i I z p+ codCD (� ❑ p t B2 Q B2 ---� B2 Q z :, QQ- - p--------------------------------- --------------------------------------------------------- o= N p EXI5TIN6 HDR EXISTING HDR J w rn o v TO REMAIN TO REMAIN = z C) PROVIDE/VERIFY (2)2x MIN. FASTEN NEW 2x8 LEDGER o E32 P05T IN EXIST. WALL TO EX15T. RIM w/ (3) 3"x0.131" z Z NAILS ®16"o.c. (TYP.) + J o 4� p FASTEN NEW 2x8 LEDGER I �QO�� TO EXIST. RIM w/ (3)Y4"x3Y2" o O 5IMP50N 5D5 5GREW5 @ O CL " `CD Q) IY � Ln i p B2 16"o.c. (TYP.) �, f� TW U' E O i Q � J z � o C/D o 4� LU (TYP.) -I LU W (D Ll i o z I �� EXISTING FRAMING ~o `D [Y `n 5-0.0 TO REMAIN (TYP.) N y CD� p B2 O D- oc ca. LU ,I GONTRAGTOR/BUILDER SHALL I :tt ° = J z BE RESPONSIBLE FOR ALL _ N Q D- TEMPORARY 5HORIN6/BRAGIN6 D C) c'SJ Lu C� ❑ a� z X O ALL EXI5TINCY CONDITIONS ARE o v BI N v � w ASSUMED. VERIFY IN FIELD M&K project number: r❑ GONTAGT M+K IF ACTUAL B2 CONDITIONS DIFFER FROM 2 5 1 -2101 3 DBL END J015T THOSE SHOWN/A55UMED ' project mgr: NJ M 4x4 P.T. P05T w/ 5IMP50N BG4 GAP $ ABW44Z BASE drawn by: NJD TO NEW FND WALL BELOW (TYP. OF 5) issue date: Q 6-2 3-2 REVISIONS: date: initial; 08-I8-2I NJD RETAINING WALL REV15ION RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT 811 611 r� v 1 nw z w I �J — — — — — — — — — — — — — — in NEW 8" (MIN.) WIDE 5ITE RETAINING — — — — — — — — — — — — Wr EXI5TIN6 5ITE RETAININ6 WALLALL TO BE INSTALLED TI6HT TO (TYP.) it I I , i Al I 5-0.o I !I I II �r I I EXIST. FOUNDATIONS J� I I o I I TO REMAIN (TYP.) z Lu o II EXIST. 5ITE RETAININ6 I w II WALL TO BE REMOVED I (TYP) I GONTRAGTOR/BUILDER SHALL T II I BE RESPONSIBLE FOR ALL AlJ' I I I TEMPORARY 5HORI N6/BRAG I N6 rr� v! �` I ! I I I � ALL EXI5TIN6 CONDITIONS ARE �--I < II I I ASSUMED. VERIFY IN FIELD ,� CONTACT M+K IF ACTUAL CONDITIONS DIFFER FROM Z NEW POSTS ABOVE TO BEAR ' I — J TH05E 5HOWN/A55UMED ATOP NEW FND WALL. EXI5TIN6 ��� J� I I — P05T5 TO BE REMOVED. ' p -N r I I LO UJ sheet: SCALE: I/4"=1'—O" MN •