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APPROVED RESUB1 BLD2024-0128+Architectural_Plan+4.30.2024_2.35.44_PM+4228035SHEAR WALL SGHEDULE FOOTING SGHEDULE \ 'I-,' P— --------------- \ I I I NON-STRUCTURAL I I I CONCRETE PATIO PER BU I LDER I 1 I I 24 _b A�ti DI / \ I I � EXTEND FOOTIN6 INTO NATIVE TO AVO I D 5URGHAR6E LOADING EXI5TIN6 BASEMENT WALL. A55UME 2:1 INFLUENCE LINE FOUNDATION FLAN ENG) NEER \C� DRAWI N6 SCALE 1 /411 = 11 SHEAR NALL APA RATED ED6E NAILIN6 FRAMIN6 @ 2X BOTTOM PLATE DBL TOP PLATE TO DBL TOP PLATE TO MUD5ILL CAPACITY MARKER 5HEATHIN6 5IZE/SPAGIN6 ADJOININ6 TO RIM RIM J015T/13LOGKIN6 (1I) BIRD BLOGKIN6(I2) ANGHORA6E 5E15MIG/WIND PANEL ED6E5 PLF LTP4 @ 21 " O.G. NOT REQUIRED 5/8" @ 48" O.G. �y, -1/16" 055 8d / 6" O.G. (I)2xb DF#2 16d © 8" O.G. OR MI CLIPS PROVIDE ADEQUATE OR 255 / 255 A35 @ 24" O.G. GONNEGTIOW I/2" @ 36" O.G. LTP4 � 21 " O.G. A35 � 30" O.G. 5/8" � 48" O.G. ' l/16" OSB 8d l 6" O.G. (I)2x6 DF#2 16d � 8" O.G. OR OR OR 260 / 365 A35 @ 24" O.G. RBG @ 22" I/2" @ 36" O.G. LTP4 � 14" O.G. A35 � 20" O.G. 5/8" � 40" O.G. -i/16" 055 8d l 4" O.G. (2)2x6 DF#2 16d @ 5" O.G. OR OR OR 380 / 532 A35 @ 16" O.G. RBG @ 16" O.G. 1/2" @ 28" O.G. LTP4 � 10" O.G. A35 � 16" O.G. 5/8" � 24" O.G. <?> l/16" OSB 8d / 3" O.G. (2)2x6 DF#2 16d � 4" O.G. OR OR OR 4qO / 686 A35 � 12" O.G. RBG � 12" O.G. I/2" � 16' O.G. LTP4 � 8" O.G. A35 � 12" O.G. 5/8" � 21" O.G. <?> �i/16" 05B 8d l 2" O.G. (2)2x6 DF#2 16d � 3" O.G. OR OR OR 640 / 8q5 A35 � q" O.G. RBG � q" O.G. I/2" � 15" O.G. (2)LAYER5 8d / 3" O.G. (2) ROW5 LTP4 @ 6" O.G. A35 @ 8" O.G. 5/8" @ 12" O.G. (2)2x6 DF#2 5TA66ERED OR OR OR q80 / I3-12 �� 1116" 055 EAGH 51DE 16d � 4" O.G. A35 � 6" O.G. RBG @ 6" O.G. 1 /2" � 8" O.G. I. VALUES OBTAINED FROM 5DPN52015 2. ALL FIELD NAILIN6 TO BE 8d @ 12" O.G. 3. DF#2 STUDS REQUIRED WITH MAX STUD SPAGIN6 OF 16" O.G. BLOCK ALL PANEL ED6E5 4. ALL METAL FASTENERS TO BE INSTALLED PER MFR SPECIFICATIONS 5. DBL STUDS TO BE NAILED T06ETHER W/ (2) IOd @ 6" O.G. NAIL 5W5 � 5W6 DBL STUDS W/ IOd @ 4" O.G. REFER TO APA REPORT T2005-22 6. A5 AN OPTION BUILDER MAY 5UB5TITUTE 3x MATERIAL AT ALL DBL STUD LOCATIONS 1. DBL RIM � ROOF BLOGKIN6 REQUIRED AT ALL 5W6 SHEAR WALL5 8. PANEL JOINTS TO BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS FOR 5W6 SHEAR WALLS q. ALL PANELS TO BE INSTALLED VERTICALLY 10. 3"x3"xO.2214" PLATE WA5HER5 REQUIRED AT ALL ANCHOR BOLT LOCATIONS PER IBG R403.1.6 EMBED A MINIMUM T' INTO FOUNDATION II. DOUBLE TOP PLATE TO STRUCTURAL RIM CLIPS MAY BE OMITTED PROVIDED SHEAR WALL SHEATHING BREAKS AT STRUCTURAL RIM JOIST BETWEEN FLOORS AND 15 NAILED U51N6 3" NAILIN6 PATTERN PER 5DPW5 2015 F16URE46 12. 5PAGIN6 A55UME5 HI CLIPS INSTALLED TO EACH RAFTER/TRU55 15. NAIL ALL SHEAR WALL5 TO BOTTOM PLATE, MUD5ILL $ GOLUMN5 U51N6 3" NAILIN6 PATTERN 14. ALL WALL5 TO BE CONSTRUCTED A5 5WI SHEAR WALL5 (U.N.O.) 15. NAIL DOUBLE TOP PLATES TOGETHER U51N6 (2) 16d @ 16" O.G. � 3 \ / — 4x8 DF#2 - — — / \ (VERIFY EXISTIN6) LLJ R3 \ X CN NEW COVERED PORCH 10 L## 0 I Lu p o <r R2 I 1 Adi N 2 z e 6x8 DF#2 \ �I Dl I ------ ---J / \ I I � FULL DEPTH BLOGKIN6 AT BEAM LINE. ATTACH RAFTERS W/ HI GLIP5 MAIN FLOOR LATERAL � ROOF FRAM DRAWIN6 SGALE 1/411 = II \C� C� RA T1' ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ROOF SHEATH I NCB SNOW LOAD NOMINAL SPAN (UP TO) THICKNESS RATING 40P5F 1/16" 24/16 LONG DIMENSIONS PERPENDICULAR TO ROOF J015T WITH ED6E SUPPORT. R503.2.1.10) APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work PORCH Address ----------------------------------------- 17110 SEALAWN DR ------------------------------------- Owner ------------------------------------ PFOUTS Approved Date' ------------------------------------------ 5/15/2024 Building Official ---------------------------------------- p� ------------------------------------------ Permit Number-------------BLD2024.0128-------- 20,- 20"DIA.xB" =2.5K 24 — F —1 24"x24"x8" I I W/(2) #4 E.W. L -1 =5.5K 50 _ F I I 30"x30" x8" I I W/(4) #4 E.W. L--J = 8.5K 36 I I 36 "x36 "x 12" W/(4) #4 E.W. L_ _ =12K 42 ----1 I I 42"x42 "x 12" I I W/(5) #4 E.W. L- J =16.5K 48 �----� I I I I 48"x48"xl2" I I W/(6) #4 E.W. L----J = 21K 54 r------— I I I I I I 54"x54"x I2" W/(1) #4 E.W. L------ = 21K (00 I I I I I I 60"x60 "x 14" NO) #4 E.W. L------- = 55K 12 ------- I I I I I I I I 12 "x-12 "x 16" I I W/(11) #4 E.W. L--------- J = 41K I)ALL FOOTIN65 TO BEAR ON UND15TUR13ED NATIVE SOIL. 2)ALL STRUCTURAL MEMBERS IN CONTACT W/ FOOTIN6 TO HAVE P051TIVE CONNECTION CAPABLE OF WITH5TANDIN6 5% GRAVITY LOAD PER A5GE 1-16 3) REBAR NOT SHOWN FOR CLARITY 4) THICKEN FOOTIN6 TO MEET SPECIFIED HARDWARE CLEARANCES WHEN REQU I RED EN6 NEERINCB LEGEND nx2a ®® STUD PAGK/HOLDOWN STUDS ®®®� P05T/COLUMN cY° 0 STRUCTURAL CONNECTOR ­ LOAD ON KFW POINT LOAD INDICATOR SHEAR WALL SCHEDULE 01o5' STRAP TYPE HOLDOWN ANCHOR TYPE HOLDOWN LATERAL TRANSFER DEVICE INTERIOR BEARIN6 WALL ® UI BEAM/HEADER GALL -OUT (3) I BEAM/HEADER EXTENTS 4x8 DF#2 BEAM/HEADER 5IZE 1 DI DETAIL GALL -OUT #/5HEET 1) # OF STUDS IN STUD PACK PER 6RAPHIG 2) 5QUA5H BLOCK BELOW ALL MULTIPLE BEARIN6 STUD LOCATIONS 3) BEAM LINE ALWAYS ENDS AT FURTHEST FACE OF REQUIRED BEARIN6. REFER TO STUD PACK 6RAPHIG FOR REQUIRED BEAM BEARIN6. ALL BEAMS OVER 6REQUIRE (2) JACK STUDS. RESUB Apr 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RCUTLEY E16INEEP1N6 N�I�.CGM ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRUGIURAL SHEETS GOVERN IF THERE ARE GONFLIGT5 BETWEEN THE DE516N AND ENGINEER DRAWINGS. ANY VARIATIONS FROM GONDITION5 5HOM ON THE ENGINEERING 5HALL BE REPORTED TO THE DESIGNER AND ENGINEER FOR RE50LUTION PRIOR TO PROGEEDING. OTHERWI5E THE GONTRAGTOR 5HALL BE 50LELY RE5PON51BLE FOR G05T5 OF ANY NEGE55ARY REMEDIAL WORK. LL -\z < < > �_n LU �_n V -< D_ � BUILDIN6 GODS: 2018 IBG R15K GATE60RY: 11 5ITE GRITERIA: ELEVATION: 166 WIND EXP: B WIND SPEED:g7 MPH ROOF SNOW: 25 P5F SEISMIC DE51ON: D 501L CLASS: D SEISMIC 51: 0.466 SEISMIC 55: 1.314 FR05T DEPTH: 12" EN61 NEER: JE55E R. RELEASE DATE: 12.5.2 REVISION DATE: PLAN REVIEW:4.2q.24 5ITE CRITERIA OBTAINED FROM JURI5DICTION, STATE, NATIONAL AND INTERNATIONAL A6ENCIE5 EN6INEERIN6 SHEET S1 1 OF 3 SHEETS EN6INEERIN6 NUMBER 2023.191 GOPYRI6HTO201q-2O23 ROUTLEY EN6INEERIN6, INC. O 12" 50NOTUBE W/ (4) #4 4 5" MAX 2 ° a REBAR O #3 HOOP @ 12" O.G. FIRST HOOP TO BE WITHIN 5" OF FINISHED GONGRETE 5URFAGE. d GRADE O PAD 4 RE I NFORG I N6 PER O 6 I PLAN ® J BAR EXTEND TO 3" OF ° THE PAD FACE. EXTEND 14" MIN. INTO 50NOTUBE ° °. ° a : 3 a - O UNDISTURBED NATIVE 501L 5-1I11111111111111111111111111111111111111;,1 © BALANCED FILL 50NOTUBE ELEVATION d 3 4 FROST DEPTH PER JURI5DIGTION / 6EOTEGHNIGAL EN6INEER d .. a ° d' 10 5 1 D l D J1 50NOTUBE TO FOOTI NO PAD GONNEGTI ON D l 12 10 GUT TOP PLATE OR DROP BEAM DO NOT GUT BEAM 2 3 O O2 DOUBLE TOP PLATE I O 51MP50N 56" G514 STRAP W/(36) 8d OR DROP BEAM W/ CONTINUOUS TOP PLATE. STRAP MAY BE PLACED ON SIDE OF TOP PLATE ® (2) 16d NAILS 5TA66ERED O2 3 © 4 @ 3" O.G. O STITCH NAIL PER 5HEARWALL NOTES O © BEAM PER PLAN 2X GRIPPLE5 5 O 8 8 PLYWOOD FILLER O (A5 REQU I RED) 10 ® HEADER PER PLAN ® 10 (2) 16d NAILS 5TA66ERED 3" O.G. II DOUBLE 2X TRIMMER STUDS MIN. FOR> 6' OPENIN6 U.NO. 11 NO STRAP REQUIRED IF 12 CONTINUOUS TOP PLATE 11 2 D 1 BEAM AND HEADER END SUPPORT D 1 O EXI5TIN6 EXTERIOR WALL O2 GUT BACK EXISTING ROOF SHEATHIN6 AND INSTALL 2x FRAMED WALL IN BETWEEN EXI5TIN6 TRUSSES PER 5WI SHEAR WALL REQUIREMENTS NAIL TO TRU55 � BLOGKIN6 W/ (2) IOd @ 6" O.G. O3 FULL DEPTH BLOGKIN6 REQUIRED AT ALL BEARIN6 O O LOCATIONS (VENTED BLOGKIN6 AGGEPTABLE) ® 2x10 DF#2 FLAT VALLEY BOARD W/ (3) 16d INTO EACH TRUSS 2 OS ROOF 5HEATHIN6 PER PLAN W/ 8d NAILED 8" O.G. PANEL ED6E5 ff 12" O.G. 6 FIELD NAILIN6 © NEW RAFTERS PER PLAN W/ (5) 16d EACH FACE INTO FLAT VALLEY. HI CL I P5 (U.N.O.) AT EXTERIOR WALL AND END BEAM SUPPORT 12 8 6 3 Dl Dl Dl RAFTER OVER EXI5TIN6 WALL Dl RESUB Apr 30 2024 2 1 2 9 7 CITY OF EDMO DEVELOPMENT SQFPARTMF�� Dl Dl D1 Dl JEEE RGUTLEY RGUT E1611EERI16 1�It�.CGM 2��312G ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRUGIURAL SHEETS GOVERN IF THERE ARE GONFLIGT5 BET EN THE DE5I6N AND ENGINEER DRAWINGS. ANY VARIATION5 FROM GONDITION5 5HOM ON THE ENGINEERING 5HALL BE REPORTED TO THE DE516NER AND ENGINEER FOR RE50LUTION PRIOR TO PROGEEDING. OTHERWI5E THE GONTRAGTOR 5HALL BE 50LELY RE5PON51BLE FOR G05T5 OF ANY NEGE55ARY REMEDIAL WORK. FTI r-----i �p lIiIiiiIimm=4 LL ��� �-n Lu V tL O O < D- BUILDING GODS: 2018 IBG R15K GATE60RY: 11 51TE CRITERIA: ELEVATION: 166 WIND EXP: B WIND SPEED:gl MPH ROOF SNOW: 25 P5F 5EI5MIG DE51ON: D 501L GLASS: D 5EI5MIG 51: 0.466 5E15MIG 55: 1.314 FR05T DEPTH: 12" EN61 NEER: JESSE R. RELEASE DATE: 12.5.2 REVISION DATE: PLAN REVIEW:4.2a.24 51TE CRITERIA OBTAINED FROM JURI5DICTION, 5TATE, NATIONAL AND INTERNATIONAL A6ENCIE5 EN6INEERIN6 SHEET Dl Z OF 3 SHEETS EN6INEERIN6 NUMBER 2023.191 GOPYRI6HTO20Icl-2O23 ROUTLEY EN6INEERIN6, ING. BA51G EN6INEERIN6 GRITERIA ALL 51TE 5PEGIFIG DE516N GRITERIA 15 L15TED IN THE TITLE BLOCK. PLEASE REFER TO TITLE BLOCK FOR "PER PLAN" REFERENCE. LATERAL FORGES WIND: A5GE 1-16 DIRECTIONAL PROCEDURE FOR BUILDINGS OF ALL HEI6HT5 WIND SPEED (BA51G)= PER PLAN (SEE TITLE BLOCK) WIND SPEED A5D (IBG 160a.3.1)= BA51Gx(.6)A1/2 WIND EXPOSURE = PER PLAN (SEE TITLE BLOCK) KZT = 1.0 (U.N.O. ON TITLE BLOCK) 5EI5MIG: 5EI5MIG IMPORTANCE FACTOR PER A5GE 1-16, le = 1.00 BUILDING OGGUPANGY RISK GATE60RY PER A5GE 1-I6 TABLE 1.5-1 = II 501L 51TE GLASS PER A5GE 1-16 TABLE 20.3-1 = PER PLAN (SEE TITLE BLOCK) 5E15MIG DE516N GATE60RY IBG 2018 TABLE 1613.2.50) � 1613.2.5(2) PER PLAN (SEE TITLE BLOCK) ANALY515 PROCEDURE USED = EQUIVALENT LATERAL FORGE ANALY515 RESPONSE MODIFICATION FACTOR R = 6.5 (U.N.O.) SOIL: IF 51TE 501L BEARIN6 GAPAG I TY OR SITE SLOPE 15 IN DOUBT OR MAY AFFECT GON5TRUGTION THE BUILDER MUST GONTRAGT A 6EOTEGHNIGAL ENGINEERING FIRM FOR A SOILS REPORT. IF OWNER, BUILDER OR JUR15DIGTION THROU6H THEIR FEASIBILITY STUDIES DETERMINE A 6EOTEGHNIGAL REPORT 15 NOT NEEDED THE FOLLOWING 501L PARAMETERS AND METHODS ARE A55UMED: 501L BEARIN6 PRESSURE = 1500 P5F ACTIVE PRE55URE = UNRESTRAINED RETAININ6 WALLS: 35 PGF AT REST PRE55URE = RESTRAINED RETAININ6 WALLS: 55 PGF 501L AN6LE OF INTERNAL FRICTION = 35 DE6REE5 PA551VE EARTH RE515TANGE = 250 PGF GOEFFIGIENT OF FRICTION = .35 ALL FOOTIN65 SHALL BEAR ON FIRM UNDISTURBED EARTH OR GOMPAGTED 5TRUGTURAL FILL PER 6EOTEGHNIGAL REPORT. WHERE REQUIRED BY THE BUILDIN6 OFFICIAL, THE GLA551FIGATION AND INVE5T16ATION OF THE 501L SHALL BE MADE BY A RE615TERED DE516N PROFE55IONAL (IBG 1803.0. UNLE55 A 501L5 INVESTIGATION IS PROVIDED FOUNDATION DE516N 15 BASED ON AN A55UMED AVERA6E 501L BEARIN6 OF 1500 P5F. OR6ANIG SILT, OR6ANIG GLAY5, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A BEARIN6 GAPAGITY. THI5 EN6INEERIN6 15 BASED ON 51TE GLA55 D IN AGGORDANGE WITH IBG TABLE 1613.2.3(1) 1613.2.3(2). (UNLE55 NOTED OTHERWISE) 51TE 6RADIN6: THE 6ROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDIN6 6" FOR THE FIRST I O' PER IRG R401.3. EXPAN51 VE SOILS SHALL BE REMOVED. FREE DRAININ6 BAGKFILL MATERIAL TO BE USED FOR RETAININ6 AND BASEMENT WALLS. GLEAN, FREE DRAININ6, WELL GRADED SAND OR 6RAVEL MATERIAL WH05E MAXIMUM PARTICLE 51ZE DOES NOT EXCEED 3/4" AND WHO5E FINES CONTENT (MATERIAL PA551N6 THE NO. 200 SIEVE) DOES NOT EXCEED 5%, WITH A MAXIMUM DUST RATIO %PA551N6 U.S. NO. 200 SIEVE 2/3 MAX. % PA551N6 U.S. NO. 400 SIEVE _ - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS PER IBG TABLE 1601.1 ATTICS WITH STORAGE (UNINHABITABLE) 20 P5F ATTIG5 WITHOUT 5TORA6E (UNINHABITABLE) 10 P5F DEGK5 60 P5F EXTERIOR BALGONIE5 60 P5F FIRE E5GAPE5 40 P5F 6UARD RAILS AND HAND RAILS 200 POUNDS PA55EN6ER VEHICLE 6ARA6E5 40 P5F ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 P5F 5LEEPIN6 ROOMS 30 P5F STAIRS 40 P5F TYPICAL MINIMUM UNIFORMLY DISTRIBUTED DEAD LOADS (U.N.O.) WOOD FLOOR WOOD DECK TRU55ED ROOF EXTERIOR WALL SOLAR PANEL (IF 5PEGIFIED ON DESIGN) GONGRETE: 10 P5F 10 P5F 15 P5F 10 PLF PER I' OF HE16HT 4 P5F GONGRETE WALLS EXGEEDIN6 4' IN HE16HT WHIGH RETAIN SOIL MUST BE DE516NED AND STAMPED BY A LICENSED PROFE55IONAL EN61NEER. IF GONGRETE RETAININ6 WALLS HAVE BEEN DE516NED FOR THI5 PROJECT THEY WILL BE SPECIFIED ON THE PLAN AND 5HOWN IN THE DETAILS. ALL BASEMENT WALLS BELOW FINISHED 6RADE SHALL BE WATER PROOFED OUT5IDE BY APPROVED METHODS AND MATERIALS. REFER TO IBG 1805, 6EOTEGHNIGAL OR DRAINA6E REPORT BY OTHERS FOR ADDITIONAL WATER PROOFIN6 PROGEDURE5 GONGRETE SHALL BE MADE WITH PORTLAND CEMENT A5TM G-150 TYPE II OR TYPE I AND SHALL BE READY MIXED PER A5TM G-a4. MIX DE516N5: THE GONTRAGTOR SHALL DE516N GONGRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE GONGRETE MIX TABLE R402.2 FOR THE BEARIN6 5TREN6TH 5PEGIFIED. THE MIX DE516N5 SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, TEMPERATURE, REBAR GON6E5TION, AND ALL OTHER FAGTOR5 REQUIRED TO PROVIDE A 5TRUGTURALLY SOUND AND AGGEPTABLE FINISHED PRODUCT. WATER REDUGIN6 ADMIXTURES MAY BE USED TO MEET THESE REQUIREMENTS. MAXIMUM SLUMP SHALL BE 5". PROVIDE 5000 P51 @ 28 DAYS MINIMUM FOR DURABILITY AT BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, PORGHE5, CARPORT 5LAB5 AND STEPS EXP05ED TO THE WEATHER AND FOR ALL 6ARA6E FLOOR SLABS. GONGRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF GONGRETE) SHALL BE BETWEEN 5 AND I PERCENT PER TABLE R402.2. 5000 P51 DOES NOT REQUIRE SPECIAL IN5PECTION. 5000 P51 15 SPECIFIED FOR WEATHERIN6 PROTECTION. 2500 P51 USED FOR EN6INEERIN6 ANALY515 WATER: SHALL BE GLEAN AND POTABLE. RE I NFORG I N6 STEEL: SHALL CONFORM TO A5TM A-615, 6RADE 60. PLAEE PER AGI 315 AND AGI 318. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE THE LON6E5T LEN6TH5 PRAGTIGAL. REBAR LAP 5PLIGE LEN6TH5 TABLE R608.5.40) #4 REBAR #5 REBAR #6 REBAR 30 1 NGHE5 38 I NGHE5 45 1 NGHE5 THE MAXIMUM 6AP BETWEEN NON-GONTAGT PARALLEL BARS AT A LAP 5PLIGE SHALL NOT EXCEED THE DIAMETER OF THE BAR BEIN6 LAPPED. GRAGK5: SLAB GRACK CONTROL 15 RECOMMENDED AND 15 TO BE DIRECTED BY THE FLAT WORK GONTRAGTOR OR OWNER. OWNER 15 TO DETERMINE THE AGGEPTABLE AMOUNT OF SLAB GRAGKIN6 PRIOR TO GON5TRUGTION AND REQUEST APPROPRIATE GRAGK CONTROL. GONGRETE MINIMUM COVER OVER REINFORCEMENT PER AGI 315-14 GONGRETE GAST A6AIN5T EARTH = 3" EXP05ED TO WEATHER OR EARTH = 1-1/2" 5LAB5 NOT EXP05ED TO WEATHER = 5/4" MAGHINE BOLTS (M.B.): A5TM A-307, 6RADE A ANCHOR BOLTS (A.B.): A5TM F1554, 6RADE 36, GLA55 2A CARPENTRY NAILS: GONNEGTION DE516N5 ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWIN6 PROPERTIES: PENNYYNEI6HT DIAMETER (IN.) LEN6TH (IN.) 8d 0.131 2-1/2 IOd 0.148 3 Ibd 0.162 3-1/2 20d O.la2 4 WOOD 5HEATHIN6 (STRUGTURAL): SHEATHIN6 SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (05B) GONFORMIN6 TO DOG PSI, DOG P5 2. PLYWOOD 5HEATHIN6 SHALL BE 3-PLY. WOOD 5HEATHIN6 SHALL BE "RATED 5HEATHIN6". ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED 6RADIN6 A6ENGY. WALLS SHALL BE BLOCKED AT ALL PANEL ED6E5 UNLE55 NOTED OTHERWISE. GLUE -LAMINATED MEMBERS: PER AN51/AITG A190.1-11 MEMBERS SHALL BE COMBINATION 24F-V4 DOU6LA5 FIR FOR SIMPLE SPANS AND 24F-V8 DOU6LA5 FIR FOR CANTILEVERED 5PAN5 AND TRU55 GHORD5 (FB=2400 P51, FV=240 P51, E=1.8X10A6 P51) AND DOU6LA5 FIR GOMBINATION 2 FOR COLUMNS AND TRU55 WEB MEMBERS, ALL WITH EXTERIOR 6LUE. ALL MEMBERS TO HAVE AITG OR APA-EW5 STAMP. FRAMIN6 LUMBER: EAGH PIECE SHALL BEAR THE 6RADE TRADEMARK OF THE WEST GOA5T LUMBER INSPECTION BUREAU (WGLIB), WESTERN WOOD PRODUGT5 A550GIATION (WWPA), OR OTHER A6ENGY AGGREDITED BE THE AMERICAN LUMBER STANDARD COMMITTEE (ALSG) TO 6RADE UNDER ALSG CERTIFIED 6RADIN6 RULES. COLUMNS : GONTRAGTOR SHALL VERIFY ALL POINT LOADS ARE SUPPORTED TO THE FOUNDATION. MULTIPLE 5TUD5 ARE TO BE 5TITGH LAMINATED T06ETHER WITH (2) IOD NAILIN6 AT 6" ON CENTER 5TA66ERED (U.N.O.). REFER TO ENGINEERING SHEETS FOR COLUMN 5PEGIE5 AND 6RADE. FLOORIN6 5HEATHIN6: 5UBFLOORIN6 SHALL BE 3/4" T46 PLYWOOD GLUED AND NAILED/5GREWED (U.N.0). NAILIN6 SHALL BE 8d @ 6" O.G. ALONG PANEL E06E5, AND 12" O.G. IN FIELD. 5TA66ER SHEETS. ROOF 5HEATHIN6: SHALL BE PLYWOOD GDX OR 05B NAILED WITH 8d @ 6" O.G. ALON6 PANEL ED6E5 AND 12" O.G. IN THE FIELD. 5TA66ER SHEETS. REFER TO ROOF 5HEATHIN6 5GHEDULE FOR REQUIRED THIGKNE55 $ SPAN RATIN6 BASED UPON 51TE 5PEGIFIG 5NOW LOADS PRESERVATIVE TREATED WOOD REQUIREMENTS: IBG 2304.12: WOOD J015T5 OR THE BOTTOM OF A WOOD 5TRUGTURAL FLOOR WITHOUT JOISTS SHALL NOT BE CLOSER THAN 18 INGHE5, OR WOOD 61RDER5 GLO5ER THAN 12 INGHE5 TO THE EXPOSED GROUND IN GRAWL 5PAGE5. WOOD FRAMIN6 MEMBERS, INGLUDIN6 WOOD 5HEATHIN6, WHIGH REST ON EXTERIOR FOUNDATION WALLS SHALL NOT BE LE55 THAN 8 INGHE5 FROM EXPOSED EARTH. 51LL5 IN GONTAGT WITH GONGRETE SHALL BE PRESERVATIVE -TREATED WOOD. GLEARANGE BETWEEN WOOD SIDING AND EARTH SHALL NOT BE LE55 THAN 6 INGHE5. P05T5/5TUD5 SHALL BE PRESERVATIVE -TREATED UNLESS SUPPORTED BY A PEDESTAL 6REATER THAN 8 INGHE5 FROM EXP05ED GROUND OR WITHIN I" OF GONGRETE PRESERVATIVE TREATED WOOD FASTENER REQUIREMENTS: ALL METAL GONNEGTOR5 GOMIN6 IN GONTAGT WITH PRE55URE TREATED WOOD SHALL BE 51MP50N Z-MAX, TRIPLE ZING COATED, OR HOT DIPPED 6ALVANIZED. APPLICATION SPECIFIED PRESERVATIVE GONNEGTOR5 $ MATERIAL TREATMENT FASTENERS FOUNDATION SILL 5BX 6ALV (660) PLATES, TOP PLATES 2X, 4X, 6X OR Q LED6ER5 ON GONGRETE 6LULAM OR MA50NRY WALLS AGO, GBA, GA 6ALV (6185) Lu w 0 FRAMIN6, DEGKIN6, POSTS 2X $ 4X (FIR) AGO, GBA, GA 6ALV (6185) X LEDGERS 2X $ 4X (GEDAR) NONE 6ALV (6qO) Lu 6X OR 6LULAM (FIR) AGO, GBA, GA 6ALV (6185) BEAMS AND GOLUMN5 6X OR 6LULAM (GEDAR) NONE 6ALV (6qO) GGA: GHROMATED COPPER ARSENATE NOT PERMITTED. 5BX: DOT SODIUM BORATE AGO: ALKALINE COPPER QUAT GBA AND GA: COPPER AZOLE 660, 6a0, AND 6185 PER A5TM A23 FOR GONNEGTORS, AND A5TM A155 FOR FASTENERS. MEGHANIGALLY 6ALVANIZED FASTENERS PER A5TM B6a5, GLASS 55 OR GREATER. 6ENERAL CARPENTRY NOTES: 5TA66ER ALL NAILIN6 TO PREVENT 5PLITTIN6 OF WOOD MEMBERS. PRE55URE-TREAT ALL WOOD IN GONTAGT WITH GONGRETE OR MASONRY. HOLES AND GUTS IN PLATES SHOULD BE TREATED WITH A 20% SOLUTION OF GOPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LAR6ER THAN THE BOLT DIAMETER. PROVIDE GUT WA5HER5 WHERE BOLT HEADS, NUTS AND LA6 5GREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3x3x.22a PLATE WASHER ON ALL ANCHOR BOLTS WHIGH GONNEGT MUD 51LL5 TO FOUNDATION. DO NOT NOTCH OR DRILL 5TRUGTURAL MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS TABLE FOR 6ALVANIZIN6 REQUIREMENTS FOR GONNEGTOR5 AND FASTENERS. USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN � THE LENGTH AND AROUND OPENINGS UNLE55 DE516NED BY A FLOOR J015T MANUFACTURER. P051TIVE GONNEGTION5 SHALL BE PROVIDED AT P05T-BEAM GONNEGTION5 TO ENSURE A6AIN5T UPLIFT AND LATERAL D15PLAGEMENT. USE 18" G5-14 UNLE55 NOTED OTHERWISE. STRAP ALL DOUBLE TOP PLATE TO BEAM BREAKS W/ 36" G5-14 (U.N.O.) FRAMIN6 LUMBER (MANUFACTURED): SHALL BE MANUFACTURED BY A AGGREDITED IN AGGORDANGE WITH APPROVED SHOP AND INSTALLATION DRAWIN65. FA5TENIN6 SCHEDULE FOR WOOD STRUCTURAL MEMBERS IBG 2304.10.1 ITEM TYPE CONNECTION BLOGKIN6 BETWEEN GEILIN6 JOISTS, TOENAIL, EACH END (3) ad RAFTER5/TRU55E5 TO TOP PLATE BLOGKIN6 AT RAFTER5/TRU55 NOT TOENAIL, EACH END (2) ad AT WALL TOP PLATE/RAFTER/TRU55 FLAT BLOGKIN6 TO TRUSS FACE NAIL Ibd ®b" O.G. AND WEB FILLER GEILIN6 JOISTS TO TOP PLATE TOENAIL, EACH J015T (3) ad PARALLEL RAFTER, LAPS OVER PARTITION FACE NAIL (3) Ibd CEILING J015T ATTACHED TO FACE NAIL PER TABLE 2308.1.3.1 PARALLEL RAFTER (HEEL JOINT) COLLAR TIE TO RAFTER FACE NAIL (3) IOd RAFTER OR ROOF TRUSS TO TOP TOENAIL (3) IOd PLATE RAFTERS TO RIDGE VALLEY/ HIP END NAIL (2) Ibd RAFTERS, OR RAFTER TO 2" RID6E RAFTERS TO RIDGE VALLEY/ HIP TOENAIL (3) IOd RAFTERS, OR RAFTER TO 2 RID6E STUD TO STUD (NOT AT BRACED WALL PANELS) FACE NAIL Ibd @ 24" O.G. STUD TO STUD AND ABUTTIN6 STUDS FACE NAIL Ibd ® Ib" O.G. AT INTER5EGTIN6 WALL CORNERS BUILT-UP HEADER (2" TO 2" HEADER) FACE NAIL, EACH EDGE Ibd ® Ib" O.G. CONTINUOUS HEADER TO STUD TOENAIL (4) ad TOP PLATE TO TOP PLATE FACE NAIL Ibd ® Ib" O.G. TOP PLATE TO TOP PLATE, END JOINT, FACE NAIL (8) Ibd, EACH 51DE END JOINT, AT END JOINTS FACE NAIL (MIN 24" LAP 5PLIGE) BAND J015T (NOT AT BRACED FACE NAIL Ibd ® Ib" O.G. PANE BOTTOM PLATE TO J015T/RIM JOIST/ FACE NAIL (2) Ibd ® 16" O.G. BAND J015T AT BRACED PANEL STUD TO TOP OR BOTTOM PLATE TOENAIL (4) 8d STUD TO TOP OR BOTTOM PLATE END NAIL (2) Ibd TOP OR BOTTOM PLATE STUD END NAIL (2) Ibd TOP PLATES, LAPS AT CORNERS FACE NAIL (2) Ibd AND INTERSECTIONS J015T TO STILL, TOP PLATE OR TOENAIL (5) 8d 61RDER RIM J015T/13AND J015T OR BLOGKIN6 TOENAIL Sd ®b" O.G. TO TOP PLATE/51LL/FRAMIN6 BELOW 2" 5UBFLOOR TO JOIST OR 61RDER FACE NAIL (2) Ibd 2" PLANKS (PLANK 8 BEAM -FLOOR 8 ROOF) FACE NAIL, EAGH BEARING (2) Ibd BUILT-UP 61RDER5 AND BEAMS FACE NAIL AT TOP AND BOTTOM 20d ® 32" O.G. $ (3)IOd @ ENDS 2" LUMBER LAYERS 5TA66ERED ON OPP051TE SIDES ff EACH SPLICE LEDGER STRIP 5UPPORTINS JOISTS FACE NAIL, EACH J015T OR RAFTER (3) Ibd OR RAFTERS J015T TO BAND/RIM J015T END NAIL (3) Ibd BRID61N6/BLOGKIN6 TO TOENAIL, EACH END (2) IOd JOIST, RAFTER OR TRU55 CONNECTIONS ARE COMMON NAILS U.N.O REFER TO TABLE IBG 2304.10.1 FOR ADDITIONAL GONNEGTION OPTIONS. LA6 5GREW5: SHALL BE OF A DIAMETER INDICATED ON DRAWIN65 WITH A MINIMUM OF 8x DIAMETER EMBEDMENT IN 5UPPORTIN6 MEMBER UNLE55 NOTED OTHERWISE. GLEARANGE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER A5 THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60% -15% OF THE SHANK DIAMETER AND A LEN6TH EQUAL TO AT LEAST THE LEN6TH OF THE THREADED PORTION. THE THREADED PORTION OF THE SGREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENGH, NOT BY DRIVIN6 WITH A HAMMER. 50AP OR OTHER LUBRIGANT SHALL BE USED ON THE 5GREW5 OR IN THE LEAD HOLE TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE 5GREW. PREFABRICATED J015T5 AND ROOF TRUSSES: SHALL BE DE516NED, FABRICATED AND INSTALLED PER MANUFAGTURER'5 DRAWIN65 AND INSTALLATION IN5TRUGTION5. PRE -FABRICATED ITEMS TO BE DE516NED BY A LIGEN5ED PROFE55IONAL EN61NEER. TRU55ES TO BE FABRICATED AND BEAR THE QUALITY CONTROL STAMP, DE516N LOAD, MAXIMUM 5PAGIN6, AND MANUFAGTURER5 NAME. FABRICATOR TO PROVIDE ALL GONNEGTION DETAILS. WHERE TRUSSES ARE NOT PROVIDED TO COMPLETE THE ROOF SYSTEM, OVERFRAMIN6 DETAILS SHALL BE INCLUDED IN THE TRU55 SHOP DRAWIN65 IN ORDER TO PROVIDE LOADING GONDITION5 GON515TENT WITH THE MODELIN6 OF THE TRUSSES. THE OVERFRAMIN6 AND RELATED DETAILS SHALL BE DE516NED UNDER THE DIRECTION OF THE TRU55 ENGINEER. WHERE TRU55E5 ALIGN WITH SHEAR WALLS, A 5PEGIAL TRU55 SHALL BE PROVIDED THAT HAS BEEN DESIGNED TO TRANSFER THE SHEAR LOAD 5PEGIFIED ON THE SHEAR WALL 5GHEDULE ALON6 THE LEN6TH OF THE TRU55 IN QUESTION. ALL TEMPORARY AND PERMANENT BRAGIN6 REQUIRED FOR THE 5TABILITY OF THE TRU55 ELEMENTS UNDER 6RAVITY LOAD AND IN -PLANE WIND OR 5E15MIG LOADS SHALL BE DE516NED BY THE TRU55 ENC71 NEER WHERE THE TOP CHORD 15 NOT D I REGTLY ATTACHED TO THE ROOF 5HEATHIN6, THE TRU55 EN61NEER SHALL DE516N AND SHOW THE PLACEMENT OF ALL REQUIRED TOP CHORD BRAGIN6 AND GONNEGTION5 ON THE TRUSS SHOP DRAWIN65. ANY BRAGIN6 LOADS TRANSFERRED TO THE MAIN BUILDIN6 SYSTEM SHALL BE IDENTIFIED AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. FLOOR DEFLECTION: THI5 PLAN HAS BEEN EN6INEERED TO MEET THE REQUIRED MINIMUM CODE STANDARDS FOR DE516N LOADING. THI5 RESULTS IN AN EGONOMIGAL FLOOR SYSTEM WHIGH MEETS GODE BUT MAY NOT MEET OGGUPANT FLOOR 5TIFFNE55 REQUIREMENTS. IF THERE ARE ANY SPECIAL REQUIREMENTS BEYOND CODE MINIMUM, 5PEGIAL GON5IDERATION5 SHOULD BE MADE PRIOR TO GON5TRUGTION TO ENSURE THE FLOOR PERFORMANGE 15 AGGEPTABLE. TYPICAL LUMBER 5PEGIFIGATION5 MEMBER SPECIES POSTS, BEAMS, HEADERS, J015T5 AND RAFTERS DOU6LA5 FIR #2 EXTERIOR JOISTS, BEAM PRESSURE TREATED HEM FIR #2 SILLS, PLATES, BLOGKIN6, ETC. HEM FIR #2 STUDS DOU6LA5 FIR #2 STUDS OVER 12' HIGH (2)2xb DOU6LA5 FIR #2 FLOOR 5HEATHIN6 3/4" T46 5LU-LAM BEAMS 1.8 E P5L MATERIALS Fb 2.0 E LVL MATERIALS 2.0 E ENGINEERING DOGUMENT5 INTE6RITY: WHILE EVERY ATTEMPT HAS BEEN MADE TO INSURE THE AGGURAGY OF THESE EN61NEERINO DOGUMENT5, 51TE GONDITION5, PRODUCT AVAILABILITY, BUILDER EXPERIENCE ETG WILL AFFECT THE EXECUTION OF THI5 EN6INEERIN6. ALL INFORMATION MUST BE VERIFIED PRIOR TO GON5TRUGTION. ANY GHAN6E5 TO THE PLAN MUST HAVE ROUTLEY ENC71NEERINC75 WRITTEN APPROVAL. 6ENERAL 5TRUGTURAL NOTES ALL LATERAL AND 6RAVITY LOAD RESISTING 5TRUGTURAL MEMBERS ARE SHOWN ON THE EN6INEERIN6 SHEETS AND DETAIL PA6E5. THE EN6INEERIN6 GALGULATION5 ILLUSTRATE THE ANALY515 USED TO DETERMINE THE 5TRUGTURAL MEMBERS OF THE EN6INEERIN6 SHEETS. THE EN6INEERIN6 GALGULATION5 ARE NOT REQUIRED TO BE REFERENCED FOR GON5TRUGTION AND ARE NOT REQUIRED TO BE ON51TE. TH15 EN6INEERIN6 HAS BEEN GALGULATED TO RE515T CODE 5PEGIFIED LATERAL (WIND SEISMIC) AND VERTICAL FORGES AFTER THE COMPLETION OF ALL 5TRUGTURAL ELEMENTS. IT 15 THE RESPONSIBILITY OF THE 6ENERAL GONTRAGTOR TO ENSURE 5TRUGTURAL STABILITY DURIN6 GON5TRUGTION INGLUDIN6 JOB 51TE SAFETY; ERECTION METHODS; TEMPORARY 5HORI N6, FORM WORK AND BRAGIN6; USE OF EQUIPMENT AND GON5TRUGTION PROGEDURE5. ANY D15GREPANGIE5 FOUND AMON6 THE DRAWIN65, EN6INEERIN6, AND/OR THE 51TE CONDITIONS MUST BE REPORTED TO THE ARCHITEGT/DE516NER AND ENGINEER WHO SHALL GORREGT 5UGH DI5GREPANGY IN WRITIN6. ANY WORK DONE BY THE 6ENERAL GONTRAGTOR AFTER D15GOVERY OF 5UGH D15GREPANGY SHALL BE DONE AT THE 6ENERAL GONTRAGTOR'5 RISK. THE 6ENERAL GONTRAGTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO GON5TRUGTION. 5TRUGTURAL DRAWIN65 6OVERN IF THERE ARE GONFLIGT5 WITH ARGHITEGTURAL DRAWIN65. GON5TRUGTION OBSERVATION BY THE EN61NEER 15 NOT PROVIDED. THI5 EN6INEERIN6 15 NOT INTENDED IN ANY WAY TO REVIEW OR APPROVE THE GONTRAGTOR'5 GON5TRUGTION PROGEDURE5. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRG) AS AMENDED AND ADOPTED BY THE LOCAL BUILDIN6 OFFICIAL OR APPLICABLE JURI5DIGTION. THI5 EN6INEERIN6 15 TO THE 2018 INTERNATIONAL BUILDIN6 CODE (IBG) ENGINEERING LIGEN5E: 6RANT OF LIGEN5E: IN GON51DERATION OF PAYMENT OF THE BUILDIN6 FEE ROUTLEY ENGINEERING ING 6RANT5 THE LIGEN5EE A NONEXGLU5IVE R16HT OF USE FOR THE PURP05E OF GON5TRUGTIN6 ONE 5TRUGTURE FROM THI5 EN6INEERIN6. 5UB5EGUENT USES ARE PERMITTED WHEN AGGOMPANIED BY AN ORIGINALLY STAMPED "SITE 5PEGIFIG RE -USE LETTER" FOR EAGH ADDITIONAL SITE. OWNERSHIP OF EN6INEERIN6 DRAWIN65 AND GALGULATION5: ROUTLEY ENGINEERING INC, RETAINS THE TITLE 11 USG R16HT5 AND OWNERSHIP OF THESE EN6INEERIN6 DOGUMENT5 AND ALL SUBSEQUENT GOPIE5 OF THE ENOINEERIN6. THI5 15 NOT A SALE OF THE ORIGINAL ENGINEERING. COPY AND TRANSFER RE5TRIGTION5: THESE TEGHNIGAL DRAWIN65 AND GALGULATION5 ARE GOPYR16HTED. UNAUTHORIZED GOPYIN6 OF THI5 EN6INEERIN6 OR GON5TRUGTION DETAILS 15 5TRIGTLY FORBIDDEN. THE EN6INEERIN6 15 LIGEN5ED TO LIGEN5EE ONLY AND MAY NOT BE TRANSFERRED TO ANYONE WITHOUT THE PRIOR WRITTEN GON5ENT OF ROUTLEY EN6INEERIN6. COMMON ENGINEERING AGRONYM5: AT EN6 EN6INEER/EN6INEERIN6 TYP TYPICAL U.N.O. UNLE55 NOTED OTHERWISE O.G. ON CENTER E.W. EAGH WAY MFR MANUFACTURER J5T J015T FLR FLOOR A.T.R. ALL THREADED ROD RESUB Apr 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _E56E RGUTLEY RGUTLEY ENGINEERING NEERI7.CCM 253-358-3 Qq ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRJIGTI.RAL SHEETS GOVERN IF THERE ARE GONFLIGT5 BETWEEN THE DE5I6N AND ENGINEER DRAWINGS. ANY VARIATION5 FROM GONDITION5 WN ON THE ENGINEERING 5HALL BE REPORTED TO THE DE-516NER AND ENGINEER FOR RE50LUfION PRIOR TO PROGEEDING. OTHEM15E T+E GONTRAGTOR 5HALL BE 50LELY RE5PON51BLE FOR G05T5 OF ANY NEGE55ARY REMEDIAL WORK. LL <� Lu D_T� BUILDIN6 GODS: 2018 IBG R15K GATE60RY: 11 51TE CRITERIA: ELEVATION: 166 WIND EXP: B WIND 5PEED:gl MPH ROOF SNOW: 25 P5F 5E15MIG DE516N: D 501L GLA55: D 5E15MIG 51: 0.466 5E15MIG 55: 1.314 FR05T DEPTH: 12" EN61 NEER: JE55E R. RELEASE DATE: 12.5.2 REVISION DATE: PLAN REVIEW:4.2a.24 51TE GRITERIA OBTAINED FROM JURI5DIGTION, 5TATE, NATIONAL AND INTERNATIONAL A6ENGIE5 EN6INEERIN6 SHEET N1 3 QF 3 5HEET5 EN6INEERIN6 NUMBER 2023.191 GOPYRI6HTO2OIc1-2O23 ROUTLEY EN6INEERIN6, ING.