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APPROVED BLD RESUB1 BLD2024-0116+STRUCT_PLANS+3.22.2024_3.02.40_PM+4152311HOLDOWN 5GHEDULE SHEAR WALL 5GHEDULE FOOTIN6 5GHEDULE IR HOLDOWN NAME TYPE FASTENERS MIN WOOD ANCHORS 5TEMWALL REQUIRED CAPACITY MEMBER THIGKNESS EMBED 5THD14/RJ FOUNDATION (24) 16d SINKER NAILS (2)2x6 N/A (oil 14" 2685 STRAP 8" 3500 HDU5-5D52.5 HOLDOWN (14) 1/4"x2-1/2" SDS (2)2x6 5B58x24" 6" 18" 5645 HDUB-5D52.5 HOLDOWN (20) 1/4"x2-1/2" 5D5 (2)2x6 4x6 5B78x24" 8il 8il 18" 7855 3 2x6 55TB28 24-7/8" 7315 HDUII-5D52.5 HOLDOWN (50) 1/4"x2-1/2" 5D5 6X6 bxb 5BIx30" 8" 24" 8315 G514 STRAP (15) IOd SINKERS 2x6 N/A N/A 15" MIN END 24g0 (EACH END) LEN6TH GM5T12 STRAP (3 i) I6d SINKERS (2)2x6 N/A N/A 55" MIN END g215 (EACH END) LEN6TH I. VALUES OBTAINED FROM 51MP50N 5TRON6 TIE AND A55UME DF#2 OR BETTER GRADE MATERIAL 2. INSTALL ALL STRAPS, HOLDOWN5 AND ANCHORS PER MFR INSTALLATION INSTRUCTIONS -----------------� 1 I I I I I I ---------------�I I I I I I I I I I I I I I I I I I I I I I I I I I I I NON-5TRUGTURAL I I I I I I I I I I I I I I I I I I I CONCRETE PATIO PER BUILDER I I 1 I I I I I I I I I I I I I 1 I I I i SLOPE 6ARA6E SLAB TO A DRAIN OR VEHICLE I I I I I i 1 ENTRY DOORWAY. CONTINUOUS FOOTIN6 W/ (2) #4 1 REBAR AT DOOR OPENIN65. I I 1 i (IBG 406.3.3 - 6ARA6E FLOOR SURFACES) i 2 REQUIRED IF I I DI STEM WALL I I EXCEEDS 48" I I I 4" REINFORCED CONCRETE SLAB W/ #3 REBAR I I I AT 18" O.G. TO REDUCE CONCRETE CRACKS REINFORCEMENT SUCH AS FIBER MESH, 6"x6b" 10 I 1 1 PERMITTED UP I 6A6E WELDED WIRE MESH (WWM), AND/OR 1 I D l TO 48" TALL I I I CONTROL JOINTS AT 12' O.G. 15 RECOMMENDED. I I I I I I I I I I I I I I I I I I I I I I I I I 3 Tll-------------------- FOUNDATION FLAN E NG) NEER NG) DRANIN6 SCALE 1/411 = 11 NO HOLDOWNS REQUIRED TO SUPPORT OVERTURNIN6 LOADS. BUILDER TO EXTEND CONTINUOUS SHEATHIN6 OVER MUDSILL AND NAIL 3" O.G. (IRG 602.3) 5TUD5 SHALL BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE. RAKE FRAME ALL VAULTED WALLS. DECORATIVE FF PER BU I LDE SHEAR WALL APA RATED ED6E NAILIN6 FRAMIN6 @ 2X BOTTOM PLATE DBL TOP PLATE TO DBL TOP PLATE TO MUDSILL CAPACITY MARKER 5HEATHIN6 5IZE/SPAGIN6 ADJOININ6 TO RIM RIM J015T/13LOGKING (1I) BIRD BLOGKIN6(12) ANGHORA6E SEISMIC/WIND PANEL ED6ES PLF LTP4 @ 21 " O.G. NOT REQUIRED 5/8" @ 48" O.G. 1/16" O5B 6 8d / " O.G. (1)2xb DF#2 I6d @ 8" O.G. OR MI CLIPS PROVIDE ADEQUATE OR 255 / 255 A35 @ 24" O.G. GONNEGTIONI I/2" @ 36" O.G. LTP4 � 21 " O.G. A35 � 30" O.G. 5/8" � 48" O.G. ' 7/16" OSB 8d l 6" O.G. (I)2x6 DF#2 I6d � 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. 7/I6" OSB 8d l 4" O.G. (2)2x6 DF#2 I6d @ 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 � I6" O.G. 5/8" � 24" O.G. <?> 7/16" OSB 8d / 3" O.G. (2)2x6 DF#2 I6d � 4" O.G. OR OR OR 4g0 / 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. <?> 7/16" OSB 8d l 2" O.G. (2)2x6 DF#2 I6d � 3" O.G. OR OR OR 640 / 8g5 A35 � g" O.G. RBG � g" O.G. I/2" � 15" O.G. (2)LAYER5 8d / 3" O.G. (2) ROWS LTP4 @ 6" O.G. A35 @ 8" O.G. 5/8" @ 12" O.G. (2)2x6 DF#2 5TA66ERED OR OR OR g80 / 1312 �� -1/16" 05B EAGH SIDE I6d � 4" O.G. A35 � 6" O.G. RBG @ 6" O.G. I /2" � 8" O.G. I. VALUES OBTAINED FROM 5DPW52015 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 5PEGIFIGATION5 5. DBL STUDS TO BE NAILED T06ETHER W/ (2) IOd @ 6" O.G. NAIL 5W5 � 5W6 DBL 5TUD5 W/ IOd @ 4" O.G. REFER TO APA REPORT T2005-22 6. AS AN OPTION BUILDER MAY 5UB5TITUTE 3x MATERIAL AT ALL DBL STUD LOCATIONS 1. DBL RIM � ROOF BLOGKIN6 REQUIRED AT ALL 5W6 SHEAR WALLS 8. PANEL JOINTS TO BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS FOR 5W6 SHEAR WALL5 g. ALL PANELS TO BE INSTALLED VERTICALLY 10. 3"x3"xO.22g" PLATE WA5HER5 REQUIRED AT ALL ANCHOR BOLT LOCATIONS PER IBG R403.1.6 EMBED A MINIMUM T' INTO FOUNDATION 11. DOUBLE TOP PLATE TO STRUCTURAL RIM CLIPS MAY BE OMITTED PROVIDED SHEAR WALL SHEATHIN6 BREAKS AT STRUCTURAL RIM JOIST BETWEEN FLOORS AND 15 NAILED USING 3" NAILIN6 PATTERN PER 5DPW5 2015 F16URE46 12. 5PAGIN6 A55UME5 HI CLIPS INSTALLED TO EACH RAFTER/TRU55 13. NAIL ALL SHEAR WALL5 TO BOTTOM PLATE, MUDSILL � COLUMNS U51N6 3" NAILIN6 PATTERN 14. ALL WALLS TO BE CONSTRUCTED AS SWI SHEAR WALLS (U.N.O.) 15. NAIL DOUBLE TOP PLATES T06ETHER U5IN6 (2) I6d @ 16" O.G. MAIN FLOOR LATERAL � ROOF FizAM I NCB ('_5izAVI TY LOAD ENG) I NEAR I NCB DRAWING SCALE I/4" = I' A SEPARATE PLUMBING PERMIT IS REQUIRED. PLEASE OBTAIN A PLUMBING PERMIT FROM THE CITY OF EDMONDS NLL FINAL SHOP DRAW N65 TO r EN6INEERIN6 AS 50ON AS �. IF DE516N DRAWIN65 DIFFER ALLY FROM SHOPS ADDITIONAL q6 WILL BE REQUIRED. INSTALL JOISTS AND TRUSSES PER MFR 5PEGIFIGATION5 ROOF SHEATH I NCB SNOW LOAD (UP TO) NOMINAL THICKNESS SPAN RATING 40P5F 1/16" 24/16 70P5F 15/32" 1/2" 32/16 13OP5F Ig/32",5/8" 40/20 1 15P5F �23/32%5/4" 48/24 LONG DIMENSIONS PERPENDICULAR TO ROOF JOIST WITH ED6E SUPPORT. R503.2.1.1(1) ' The following documentation shall be available on site for the building inspector: ' '- ❑X COE APPROVED ARCHITECTURAL PLAN SET X❑ COE APPROVED STRUCTURAL PLAN SET n (-.nF RF\/IF\A/F:n (-.Al C:l 11 ATinN PA(-.KFT ' ENERGY CREDIT WORKSHEET ■ ■ SITE PLAN CIVIL PLAN F-1 ■ ❑ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ ti ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE 20,- 20"DIA.xb" =2.5K 24 — F_ —1 24"x24"x8" I I W/(2) #4 E.W. L--J =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"A Z' I I W/(6) #4 E.W. L----J = 21K 54 r------- I I I I I I 54"x54"x 12" W/(1) #4 E.W. L------ = 21K 60 I I I I I I 60"x60 "x 14" W/(8) #4 E.W. L------- = 55K 12 r---------1 I I I I I I I I I I 12 N 12 "x b" I I W/(11) #4 E.W. L-------- J = 41K I)ALL FOOTIN65 TO BEAR ON UNDISTURBED NATIVE SOIL. 2)ALL STRUCTURAL MEMBERS IN CONTACT W/ FOOTIN6 TO HAVE POSITIVE 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 (IX2) ®® STUD PACK/HOLDOWN STUDS ®®®� POST/COLUMN STRUCTURAL CONNECTOR T. LOAD ON KFW POINT LOAD INDICATOR SHEAR WALL SCHEDULE 01o5' STRAP TYPE HOLDOWN ANCHOR TYPE HOLDOWN LATERAL TRANSFER DEVICE INTERIOR BEARING WALL ® UI BEAM/HEADER GALL -OUT (3) I BEAMMEADER EXTENTS 4x8 DF#2 BEAM/HEADER 5IZE (i)DETAIL GALL -OUT #/SHEET 1) # OF STUDS IN STUD PACK PER 6RAPHIG 2) 5QUA5H BLOCK BELOW ALL MULTIPLE BEARING 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. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES BLD2024-0116 RESUB Mar 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RCIJTLEY E16INEEP1N6 N�I�.CGM 2��312G ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRUGTURAL 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 DE516NER AND ENGINEER FOR RE50LUTION PRIOR TO PROGEEDING. OTHERWI5E THE GONTRAGTOR 5HALL BE 50LELY RE5PON51BLE FOR G05T5 OF ANY NEGE55ARY REMEDIAL WORK. r L 0 } �_n Lu �_n V 0 0 BUILDIN6 GODS: 2018 IBG R15K GATE60RY: II 5ITE GRITERIA: ELEVATION: 166 WIND EXP: B WIND SPEED:g7 MPH ROOF SNOW: 25 P5F SEISMIC DESIGN: D SOIL GLASS: D SEISMIC 51: 0.466 SEISMIC 55: 1.314 FROST DEPTH: 12" EN61 NEER: JESSE R. RELEASE DATE: 12.1.2 REVISION DATE: 5ITE CRITERIA OBTAINED FROM JURI5DICTION, 5TATE, NATIONAL AND INTERNATIONAL A6ENCIE5 EN6INEERIN6 SHEET S1 1 OF 3 SHEETS EN6INEERIN6 NUMBER 2023.190 GOPYRI6HTO201g-2O23 ROUTLEY EN6INEERIN6, INC. BEAM AND HEADER END SUPPORT DOUBLE TOP PLATE 5PL I GE O GUT TOP PLATE OR DROP BEAM DO NOT GUT BEAM O DOUBLE TOP PLATE O 51MP50N 36" G514 STRAP N/(36) 8d OR DROP BEAM N/ GONTINUOU5 TOP PLATE. STRAP MAY BE PLACED ON 51DE OF TOP PLATE ® (2) Ibd NAILS 5TA66ERED 3" O.G. O STITCH NAIL PER 5HEARNALL NOTES © BEAM PER PLAN O 2X CRIPPLES O8 PLYWOOD FILLER (AS REQUIRED) ® HEADER PER PLAN 10 (2) Ibd NAILS 5TA66ERED 3" O.G. 11 DOUBLE 2X TRIMMER STUDS MIN. FOR> 6' OPENIN6 U.NO. NO STRAP REQUIRED IF 12 GONTINUOU5 TOP PLATE 10 O (8) 16d NAILS 5TA66ERED AT EACH 51DE OF TOP PLATE 5PL I GE. 2O (5) 16d NAILS 5TA66ERED AT EACH 51DE OF BOTTOM PLATE SPLICE. 3O (2) 16d NAILS @ 16" or- INTO STUDS (5) Ibd NAILS FOR 5N3 AND 6REATER SHEAR HALLS ® 51MP50N 56" G514 MAY BE USED IN LIEU OF NAILING A5 INDIGATED.(NOT SHOWN FOR CLARITY) NOTE: PLATE SPLICE APPLIES WHEN NO OTHER SPLICE 15 INDICATED. O 2x MINIMUM BLOGKIN6 BETNEEN TRU55E5 OR RAFTERS 0 (6) IOd NAILS O MINIMUM 2x6 DIAGONAL BRACE SPACED @ 48" O.G. REQUIRED WHEN RI D6E EXGEED5 6' IN HE 16HT ® SIMPSON 6BG (INSTALLED IN PAIRS) O DOUBLE TOP PLATE © GABLE END TRU55 THE TRUSS DE516NER'S 6ABLE END BRACE DETAIL TAKES PRECEDENCE. USE TH15 DETAIL IF THE TRU55 DE516NER DOES NOT PROVIDE A 6ABLE END BRACE DETAIL 12 Q 0 Lu Q c� Lu ELEVATION O 4x6 DF#I O 1/2" DIAMETER MACHINE BOLT N/ WASHER $ NUT COUNTER 51NK I" MAX. SPACE AT EQUAL DISTANCES O 51MP50N GJT4 ® SIMPSON GJT3 O CAULK KERF GUTS i HOLES © TRUSSES / RAFTERS PER PLAN O 6x6 FULL HE16HT IN WALL N/ (2) HL55PG TO PLATES ® 4x10 DF#2 (MIN) ® 4x8 DF#2 (MIN) 0 5 OROOF FRAMIN6 PER PLAN. ATTACH ROOF DIAPHRA6M BLOGKIN6 TO DBL TOP PLATE PER SHEAR WALL SCHEDULE OSHEATH PER ROOF 5HEATHIN6 SCHEDULE O2x6 DF #2 STUDS @ 16 "O.G. (U.N.O.) DBL ALL STUDS OVER 12' TALL (U.N.0) OSTRUCTURAL 2x OR 1-1/4" RIM (U.N.O. BY MFR) 5O 3/4"T$6 5UBFLOOR 8d NAIL AND 6LUE TO JOISTS. 6" O.G. @ PANEL ED6E5 10" O.G. FIELD NAILIN6. BLOCK ALL BEARIN6. FACE GRAIN AT R16HT AN6LE5 TG JOIST. 6 FLOOR J015T PER PLAN OR FLOOR J015T MFR O2x BOTTOM PLATE ATTACHMENT TO STRUCTURAL RIM PER SHEAR WALL SCHEDULE 8OFULL HE16HT 1/16" 055 5HEATHIN6 N/ LON6 DIMENSION PARALLEL TO STUDS. ALL HALLS 5WI U.N.O. OTOP/BOTTOM PLATE TO 5TUD5 W/ (2) 16d THRU NAILS TYP. (3) 16d THRU NAIL FOR 5N3 AND GREATER SHEAR WALLS 10 2x6 PT MUD SILL N/ ANCHOR BOLTS PER SHEAR WALL TABLE (MIN OF 2 PER PLATE,$ WITHIN 12" OF ANY CORNER) MIN 5" FROM EDGE II GRANL SPACE 12 OPTIONAL SLAB ON 6RADE 13 OPTIONAL DROPPED FLOOF 01 "All "I']" 1'r.11 •�• mm MIN. FOUNDATION DIMENSION IBG TABLE 180q.1 FOUNDATION WITH SLAB OI 2x STUD WALL PER PLAN O 4" CONCRETE SLAB O VAPOR BARRIER O 2x PT HF W/ ANCHOR BOLTS PER 5HEARNALL SCHEDULE 0 #4 HORIZONTAL @ 12" O.G. #4 REQU I RED 3-5" FROM TOP OF STEM WALL. © #4 VERTIGAL5 @ 24" O.G. EXTEND TO 3" OF THE FOOTIN6 BASE. EXTEND 14" MIN. INTO STEMNALL TYP (U.N.0) O MIN. (2) #4 @ BOTTOM OF FT6. 3" MINIMUM COVER ® ROOF DRAIN PER CIVIL ® FOOTIN6 DRAIN PER CIVIL 10 FROST DEPTH BY JURISDICTION II NATIVE UNDISTURBED 501L UNRESTRAINED RETAINING WALL SCHEDULE "H" HEIGHT "N" 5TEM NIDTH "T" THIGKNE% "B" BA5E WIDTH "K" KEY DEPTH "D" REBAR D15T HORIZONTAL REBAR VERTIGAL REBAR 4' 8" 12" 213" NA 4" #4@ 10 "O.G #4@ 12 "0.6. 4' 1 "-6' 8" 12" 316" 6" 4" #4@ 10 "O.G #4@ 12 "O.G. 6'1 "-8' 8" 14" 1 51q" 8" 4" #4@10"O.G #5@10110.G 8'I"-10' 8" 14" 1 713" 14" 1-5/4" 1 #4@10"O.G #5@q"O.G. IO BAGKFILL N/ FREE DRAININ6 WELL 6RADED MATERIALS 5% FINES MAX. WALL DRAINA6E PER CIVIL EN6 RECOMMENDATION. NALL NOT DE516NED TO SUPPORT HYDROSTATIC LOAD O NO KEY REQUIRED IF STRUCTURAL SLAB PRESENT AT BASE OF NALL 03 #4 TRANSVERSE REBAR TO MATCH VERTICAL REBAR SPAGIN6 \� -------------��---------- 1—I ®(2) LAYERS #4 LON6ITUDINA I O REBAR @ 10" O.G. N/ 3" COVER (TOP � BOTTOM) l i I I I=1 11=1 11=1 I �� 1 11 11=1 11=1 I I I I O NATIVE UNDISTURBED 501E 1 BC 1807.2 2 UNRESTRAINED GONGRETE RETA I N I N6 WALL D l Eo u FOOTIN6 GORNE DE516N PARAMETERS: GONGRETE Pc =2500 P51 REBAR fy = 60 K51 PA%IVE 501L = 250 PGF ACTIVE 501L = 35 PGF 501L FRIGTION = .35 501L BEARING = I50OP5F MINIMUM REBAR SPLICES TABLE Rb085.4(I) #4 REBAR 30' #5 REBAR 38' PERSPECTIVE OVERVIEW O STEM WALL CORNER 5' O FOOTIN6 CORNER 0 5TEMNALL CORNER 0 30" MINIMUM LAP SPLICE FOR #4 REBAR OVERTIGAL REBAR NOT SHOWN FOR CLARITY 3 6ABLE END BRIDGE \1 �1 STRUCTURAL KNEE BRAGE DETAIL SHEARWALL NA I L I N6 AND BUILDIN6 5EGT1 ON \11 �1 GONGRETE CORNERS �ll� O MFR 6ABLE END TRU55 O 5HEATHIN6 PER ROOF 5HEATHIN6 SCHEDULE. 5TAC76ER SHEETS N/ I/8" MIN 6AP. P5GL/P5GA GLIP5 2 DBL TOP PLATE (U.N.O. ON PLAN) REQUIRED. O • O 6" O.G. AT 3 CONTINUOUS VERTICAL 8d NAILS @ 5HEATHIN6 OVER 6ABLE "BIRD BLOCKING" FRAMIN6 5HEATHIN6 BREAK O O © O 4 IOd � 6" O.G. TRUSS BOTTOM EXTEND WALL 5HEATHIN6 2 1O CHORD TO DBL TOP PLATE. TO TOP OF DOUBLE TOP SIMP50N SDNG @ 16" O.G. O PLATE OPTION 5 51MP50N HI @ EACH TRU55 5O TOP PLATE TO BOTTOM ® OR RAFTER CHORD CONNECTION PER PERPENDICULAR TOP PLATE SHEAR WALL SCHEDULE 4 INTERSECTION U.N.O. (2) 4 H2.5A FOR MULTI PLY INSTALL 5GREN5 UPWARD \ . 4 THROU6H TOP PLATES INTO O O MFR TRUSSES OR RAFTERS 2 CENTER OF BOTTOM TRUSS ® @ 24" O.G. N/ PLAN ROOF CHORD. ® 5HEATHIN6 NAIL N/ 8d @ 6" O ' ® O.G. FOR PANEL ED6E5 AN BRACE TRUSSES PER BC51. 12 O.G. IN FIELD CONSULT TRUSS MANUFACTURER FOR BRACING � SHEATH ALL 6ABLE ENDS REQUIREMENTS. © U51N6 5WI 5HEARNALL SCHEDULE A35 / RBG TOP PLATE TO R E S U B O BIRD BLOCK PER SHEAR Mar 22 2024 WALL SCHEDULE 1 ^ CITY OF ED D,$ J< / lllU \ / \ DEVELOPMEN SE�CES W,AMA-:—W.-J-41 ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRUGTURAL SHEETS GOVERN IF THERE ARE GONFLIGT5 BET EN THE DE5I6N AND ENGINEER DRANINGS. ANY VARIATION5 FROM GONDITION5 5HOM ON THE ENGINEERING 5HALL BE REPORTED TO THE DE516NER AND ENGINEER FOR RE50LUTION PRIOR TO PROGEEDING. OTHERNI5E THE GONTRAGTOR 5HALL BE 50LELY RE5PON51BLE FOR G05T5 OF ANY NEGE55ARY REMEDIAL NORK. L r . Lu �-n Lu �-n O 0 0 W— � — F- BUILDIN6 GODS: 2018 IBG RI5K GATE60RY: I ELEVATION: 166 HIND 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: 12.1 REVISION DATE: SITE CRITERIA OBTAINED FROM JURI5DICTION, 5TATE, NATIONAL AND INTERNATIOt A6ENCIE5 EN6INEERIN6 SHEET D1 Z OF 3 SHEETS EN6INEERIN6 NUMBER 2023.190 GOPYRI6HT0201q-2023 ROUTLEY EN6INEERIN6, INC. 6ABLE END TRUSS GONNEGTION ROOF 5HEATHIN6 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 AVERAGE 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 6RADED 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 GUARD 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 EXCEEDING 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 GONTRACTOR 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. PLACE 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, GRADE 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 GLUE. 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 GRADE. FLOORIN6 5HEATHIN6: 5UBFLOORIN6 SHALL BE 5/4" 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 SPACES. 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 GREATER 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 (560) PLATES, TOP PLATES 2X, 4X, 6X OR Q LED6ER5 ON GONGRETE 5LULAM 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 5LULAM (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 DISPLACEMENT. 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 ED6E 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 J015TBAND 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 JOIST OR RAFTER (3) Ibd OR RAFTERS J015T TO BAND/RIM J015T END NAIL (3) Ibd BRID61N6/BLOGKIN6 TO TOENAIL, EACH END (2) loci JOIST, RAFTER OR TRUSS CONNECTIONS ARE COMMON NAILS U.N.O REFER TO TABLE IBG 2504.10.1 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 PERFORMANCE 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 EN6INEERIN6 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: GRANT 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 ACRONYMS: 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 Mar 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _E56E RGUTLEY RGUTLEY ENGINEERING NEEI;W7.CCM 253-358-3 Qq ARGHITEGTURAL PLAN5 GARRY ALL DIME%ION5. THI5 ENGINEERING 15 NOT TO BE 5GALED. 5TRUGTURAL SHEETS GOVERN IF THERE ARE GONFLIGT5 BEVE£N 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. Lu O0 (si- LL DL D� Lu 0 0 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: 12.1.2 REVISION DATE: 51TE GRITERIA OBTAINED FROM JURI5DIGTION, 5TATE, NATIONAL AND INTERNATIONAL A6ENGIE5 EN6INEERIN6 SHEET N1 3 OF 3 5HEET5 EN6INEERIN6 NUMBER 2023.190 GOPYRI6HTO2OIc1-2O23 ROUTLEY EN6INEERIN6, ING.