Loading...
APPROVED BLD FIR BLD2023-1484+Architectural_Plan+11.17.2023_3.36.28_PM+3908463SITE LAYOUT NORTH NO SCALE MAPLE WOOD ESTATES GETZ CUSTOM RESIDENCE Approved DFM akrLs Burt South County Fire Date: 01 /25/2024 01-25-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. MEASURED 3105 SQUARE FEET INCLUDING COVERED PORCHES, NOT INLCUDING GARAGE. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT Work Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com City Of Edmond Building Department NEW SFR Address 8811 194TH ST SW Owner LANDSVERK QUALITY HOME Approved Date ........01/29/2024 ............... .......... .......... Building Official Erl.� Ca� Permit Number ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE BLD2023-1484 AVvROVED PLANS MUST BE ON JOB SITE LOT C PROPERTY ADDRESS 8811194TH ST SW EDMONDS, WA98026 PARCEL NUMBER 27041800314000 OWNER LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 APPLICANT LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 ]e,rel2V[TSIN ARCHITECTURAL PAGES CVR - COVER SHEET 1.1- ELEVATIONS 1.2 - ELEVATIONS 2 - FOUNDATION PLAN 3 - MAIN FLOOR FRAMING PLAN 4- MAIN FLOOR PLAN 5 - UPPER FLOOR FRAMING PLAN 6 - UPPER FLOOR PLAN 7 - ROOF FRAMING PLAN 8.1- SECTION A 8.2 - SECTIONS B & C 8.3 -SECTIONS D & E 9 - GENERAL NOTES & DTLS STRUCTURAL PAGES S1- STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS S3- STRUCTURAL NOTES GOVERNING CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) -2016NFPA13 -2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) OTHER APPLICABLE CODES SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 COMPONENT/CLADDING LOADS PER R301 LOADS PER R301 LIVE DEAD TOTAL ROOF (GROUND SNOW) ATTICS -LIMITED STORAGE ATTICS -NO STORAGE ATTICS -HABITABLE BY STAIRS DECKS EXTERIOR BALCONIES FIRE ESCAPES GUARDRAIL/ HANDRAILS GUARDRAILS -IN FILL ROOMS (NOT SLEEPING) SLEEPING ROOMS STAIRS GENERAL NOTES 25 PSF 10 PSF 35 PSF 20 PSF 10 PSF 30 PSF 10 PSF 10 PSF 20 PSF 30 PSF 10 PSF 40 PSF 60 PSF 10 PSF 70 PSF 60 PSF 10 PSF 70 PSF 40 PSF 200 LBS AT TOP IN ANY DIRECTION 50 LBS HORIZ. APPLIED TO 1 SQ. FT. 40 PSF 10 PSF 50 PSF 30 PSF 10 PSF 40 PSF 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ADDITIONAL NOTES PLAN AND PAGE SPECIFIC NOTES ARE LOCATED ON PLAN PAGES WITH SYMBOLS DENOTING WHERE THE NOTES ARE APPLICABLE. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M (V LU J Q�� J =Qor Lr) 2 �LN L.rl W 't M Lu LLJ Y N � W z 0 0 U 0 N W o 00 rn Q o Q o 0 � m z (f� O o 00 LLJ o `4 1 w o Q � N Oc.n w _ U O rr- rn LU O0 00 Q DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION ER ACCENT SIDING WHERE SHOWN. MATERIAL, COLOR, REVEAL PER SPECS. STANDING SEAM METAL ACCENT ROOF OVER FRONT PORCH ONLY. SEE SPECS BATH FAN THRU GABLE END WALL - DOWNSPOUT FROM UPPER ROOF TO LOWER GUTTER MAX ALLOWED HT: 391.15' Li Li ACCENT SIDING WHERE "xb'- °"xfi SHOWN. MATERIAL, COLOR, REVEAL PER SPECS. SAF. GL. METAL CORNER TRIM. SAF. GL. TYPICAL. SEE DTL THIS PG STONE VENEER UP 36" ABV TOP OF STEM. EXTEND DRIVEWAY SLOPES TO MATCH UP TO EX'G AROUND CORNER TO GARAGE o DOOR. CAP PER SPECS 6'° x2'� S•G• SAF. GL. GRADE @ 194TH ST SW. 7.75/ +/-SLOPE @ WEST EDGE.1.75%+/- @ EAST EDGE. 'T' FLASHING @ SIDING BREAK D.S. BATH AN THRU D'S' AVERAGE GRADE: 366.15' RIM JOIST METAL DOWNSPOUT TYPICAL THROUGHOUT APPROVED DRAINAGE. SEEN FROM 88TH AVE W TYPICAL THROUGHOUT FRONT ELEVATION SCALE: 1'-0" SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNER TRIM -�,_METALCORNER TRIM. BUTT SIDING PER SIDING TO EA. FLANGE ELEVATIONS & SPECS �1 METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE 'T' FLASHING @ SIDING BREAK TYPICAL THROUGHOUT. ALIGN WITH WINDOWS WHERE SHOWN i n 1,_9.4'_0" HARDIE PANEL SIDING WHERE SHOWN. FLASHING @ ALL SEAMS. ALIGN SEEMS WITH DOORS -WINDOWS WHERE SHOWN METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG- I ""a,' APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH Q" THICK STROKE BATH FAN THRU GABLE END WALL — � DRIVEY SLOPES TO MATCH UP TO EX'G STONE VENEER UP 36" ABV TOP GRADE @ 194TH ST SW. 7.75% +/- SLOPE OF STEM. EXTEND AROUND - @ WEST EDGE. 1.75% +/- @EAST EDGE. CORNER TO WALL OF GARAGE. CAP PER SPECS SEEN FROM 194TH ST SW LEFT ELEVATION 2'-0"x6-0" 6'-°"xll" 12"x6-0" 2'-S" x 2'-8" x 1. 11, 2'-8" x 8'-0" 8'-0l STONE VENEER UP 36" ABV TOP OF STEM. EXTEND AROUND CORNER TO FRONT WALL OF OFFICE. CAP PER SPECS SCALE: X" = V-0" MAX ALLOWED HT: 391.15' HARDIE PANEL SIDING ON WALLS OF FRONT PORCH. ALIGN TOP SEAM WITH TOP OF FRONT DOOR -WINDOW DECORATIVE WOOD WRAP AROUND PORCH COLUMN. STONE VENEER UP 36" ABV FIN. SLAB. CAP PER SPECS AVERAGE GRADE: 366.15' I I RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN Lu `/ M W W Y N � W z 0 0 U 0 �, W CD o 00 rn Q o Q o 0 � m z (f� O o W o `4 L1J O Q � N O ~J W O °r- 07) w 00 00 1-15-23 CR E REAR ELEVATION SCALE: X" =1'-0" SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNER TRIM -�,_METALCORNER TRIM. BUTT SIDING PER SIDING TO EA. FLANGE ELEVATIONS & SPECS �1 METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE MAX ALLOWED HT: 391.15' ALIGNED W/ROOF BM ABV RIGHT ELEVATION SCALE: Y4" = V-0" AAAV Al I MA/Cr) WT. Q01 1U CEIVED �c 14 2023 TY OF EDMONDS LOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� J = Qor Lr) I� 2 �LN L.rl W 't M Lu LLJ Y N � W z 0 0 U O N W 00 DD Q O Q O O � M z (f� O o 00 LLJ o `4 1 W O Q r- N O ~LLJ J C� O °r- 6l LU 00 O Q LLJ U W LLJ } ry- O N O 00 O� N z Q v / � U N LLJ QD DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION F,-� 0 I ti 42'-0" VERIFY FINISHED PATIO SIZE W/SPECS & SITE CONDITIONS 6" THICKENED EDGE. EXTEND 1 F 6"" MIN. BLW FINISHED GRADE. FINISHED FACE AS 1 DEEP REQUIRED BY GRADE ��24"x3 FOOTINGNG W/(/(3)#4 EA. 4" CONC. SLAB WAY. FILL & TAMP. ABU66 TO POST ABV 12'-0" 30'-0" w No L -1 t — L—I D.S.F[] 0 15'-0" 14'-3" O� I 184 -6/ 4 -6 4 -6 13 " 6' 0" 5' 10�" 5 0 5 0 4 0 3 TYPICAL B 1 -]24 F-.-]24 - 1 - �24 0 � - - �30 F �24 �24 2 -� 4x10DF#2--�-�-� L- - 1 L- 1 - 1 TYPICAL L- L- _ L- - 1 L- - 1 L- 12'-0" 14'-0" 13'-8%" TOP STEM: 367.00' 118; 4'-0" 4'-0" 3'-10/4" 4'-0" 4'-0" 4'-0" 3'-0" 3'-6%" 1 4'-6" 4'-6" 13" S1 12'-0" I I TOP STEM: 366.21' 6" STEM TYPICAL 16" FTG TYPICAL - — 16C 0 ----- 12101 CRAWL SPACE 18" MIN. CLEARANCE 12" MIN. UNDER BMS & DUCTS 6 MIL BLACK VISQUEEN VAPOR RETARDER. 6" LAP JOINTS. R-38 INSUL. BTWN JSTS 410 DF#2_ TYPICAL 15'-8%" 1L 18" 4'-0" 4'-0" 3'-10%" 1, 4 2 5' 3" 4 4" 51_541 O N 1M 4" CONC. SLAB 4 0 D.S FILL & TAMP. 0 0 N E S1 I 0 11 I I- — __1 a)I 5'-0" , 22" — — — — — — 16C — — — F 4x10 DF#2F---]24 F- --]24 F- -]24 24 F - -�-�- ��®-I TYPICAL - 9 - I 12' 0" 12' 0" -I 24" STUB STEEL @ 1 24" O.C. I r� �wwp I Ulm a 8'-0" V STUB STEEL @ 24" O.C. 4" CONC. SLAB FILL & TAMP. 10'-0" 2'-0" L. DBL WOOD FLR � Al OVER CRAWL SPACE S1 �-----�---- ------ ��244x10DF#2 241—� 71 _ TYPICAL _ STHD14 STHD14 STHD14 a 18" 6'-8" 1'-10" 3" STEEL BOLLARD 1 N UP 36 MIN. E36 EM: DEPRESS STEM 9" 1 0' oo 1 POUR SLAB OVER 1 STHD14 9'-0" 11' 1" 3'-5" -]24 F- -]24 24F H - �I4x10 DF#2 L_ -1 CZ) L_ _ J TYPICAL L_ "' 18" 4' 10" 4' 10" 10" GARAGE 1 STHD14 3/2" CONC. SLAB OVER q COMPACTED FILL SLOPE 3" TO DOOR OPENING 0 L- - - - - - D.S. — — — — — — E a S 1 6'-6" — kSTHD14 0 tSTHD14 D D S1 STHD14 S1 STHD14 1'-10%" 16'-3" 1'-10%" 4'-0" 20'-0" 24'-0" 12'-0" 6'-0" Ir 42'-0" S. 0 Al S1 S. STHD14 I m A 24"x 24"x 14" DEEP FOOTING W/(3)#4 EA. WAY. ABU66 TO POST ABV 0 m Z I a 6" THICKENED EDGE. EXTEND _6"-8" MIN. BLW FINISHED GRADE. FINISHED FACE AS REQUIRED BY GRADE GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24"MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF A THROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OCRAWL SPACE POSTS & BEAMS POSTS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. BOTTOM OF POSTS TO BE 8" MINIMUM ABOVE INTERIOR FINISHED GRADE OR BE PRESSURE TREATED. PROTECT BOTTOM OF UNTREATED POSTS WITH 90# ROOFING OR EQUAL. SECURE BASE WITH STRAP OR ENGINEERED CONNECTOR EMBEDDED IN FOOTING. PROVIDE POSITIVE POSTTO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT & LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1733 SQ. IN. MIN. NETTOTAL (1/150) INSTALL 23 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.=1734SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN 3' OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS FOOTING SCHEDULE CALL OUT H x W x D REQD REBAR 12 6x12x12 15 7x15x15 18 8 x 18 x 18 20 8x20x20 24 8 x 24 x 24 2 - #4 EA. WAY 30 10 x 30 x 30 3 - #4 EA. WAY 36 100606 4 - #4 EA. WAY 42 12 x 42 x 42 4 - #4 EA. WAY 1 CC 8 x 16 CONT. 12 - #4 TOP & BOT. CONT. ALL EXTERIOR FOOTINGS TO EXTEND 18" MIN. BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. STRIP ALL WOOD FORMS PRIOR TO BACKFILLING. FOR STRUCTURAL ONLY RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOUNDATION PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS naTF- BY: CITY ENGINEERING DIVISION m CD 00 M cV N w Q = 2 l~O�N L w m w w -1 Y v J �Qw fV w z O 0 U 0 N LLJ CD 00 rn Q o � o 0 � m z (f� O o 00 LLJ o - w O Q � r- N ~ 0 w O �r o, LLJ 00 00 LLJ U z LLJ C) L/') LLJ pC o cn N O 00 O N z Q U N LLJ DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION E2 I 0 I ti mm 3x3 MIN. LANDING E S9 o START L.O. 19.211 O.C. 42'-0" 1 11 27'-6" 14'-6" 1f 1f 1f 1f 1f 1f 1 1f 1f 1f 1f 1f i 1 1f 111 11 111111 11 11 1 11 O II II II II II II II II II II II II II II z II II II I I= II II II II II I N � II II II J Ol II II II II II II II II II II II II II II II II II I I� II II II II II m II II Al S1 l�ll II II "-1-1 II TF 11 II II II 11 11 11 1 II II I I II II II I II II II �0 N 16" 14" II\�hF. II II II II II II �� II II II II I I X II II II II - I O M 0 m Cl-1'-10' JICY2" 2' S%' z m F� ;u� \ _ - cc II J II II (2)Cs11�;1 II 16(2) 16 1- I III I II II \III II QN� Ll CS�2 P II r--1r— — /X S2 S — — _ GIRT RM � + I I ��- = BED#2 I ILODT 3111 1 11 11 11 I I I I I I I I n 1/ x 9% 3 n 15' 212" 69'-4Y1 II II II N LSL FLUSH 11 11 �T_ Qn 0') 'o �YII II II II II II II II II II II 1111 II II II 11J II II II II II _ M —I1f] I - I 1 \ m J WQC. I I cm Ln II II II II III I II II II II\ II II 1 1 J II II II 11 II III I II � II I 1 C7) II II II I 1 %"x %" \ \ M I — — J CDI13' S%" LSL FL SH II II II II III I II II II II II I i II II II 5 1 1110�,�1 10 3,2 I II II II I I ` I II II II II i II II II II II II II 1111 II II\ II 11 II II I I II I II I \ I N I II II II II II II II II II II II 111111 II II II IIN II I II I Ix III I I z �I SOLID � I _ G BLK'G �I Qo II II II CCII 11 11 11 II II 1 II II II I II �"-- -- z_ N I� DBL WOOD FLR I CS16 OVER CRAWL SPACE I TO BLK'G I� II II L JI— — 9'-0" I 10'-10" 4'-2" 5'-6/" 4'-5%" I II II II II hl� II II 00 I I j 0 II II II II II II I — — I II II II II II II II I II II I 11 II II II II i Idb I i I 12'-0" I I I I I I I I I I D TO SIDE SEWER S1 HOOK UP PER SITE PLAN D S1 0 M =I I__: 0 c�Q� 0 Co � N �a=� �0 :trN� _ 0 J 00 = =D N z Z GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF A THROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1733 SQ. IN. MIN. NET TOTAL (1/150) INSTALL 23 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.=1734SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN 3' OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS FULL DEPTH PRESSURE BLOCK (4)16d SHEAR NAILS EVERY OTHER JOIST/RFTR BAY. PERJOIST INTO V)16d NAILS MIN. PER BLOCK PRESSURE BLOCK CARRYING o MEMBER (2)16d TOE NAILS PER JOIST INTO CARRYING MEMBER TYPICAL JOIST/RFTR SPACING PER PLAN TYPICAL PRESSURE BLOCK DTL WHERE APPLICABLE RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: %" = V-0" Taherza 4' `N of WASy/ �e� � 2 r �.�� �!C+ISfGR�� SS'()NAL E t0 elf/ro r'�� 2 -°2,v FOR STRUCTURAL ONLY MAIN FLOOR FRAMING PLAN SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS naTF- m CD 00 Gl c V N w Q v Q = 2 l~O�N Lr) w � m w w --I Y v J SQL fV LL_ z O 0 U 0 LLJ 00 00 Q o � o 0 � m z (f� O o 00 LLJ o w CD 0 Q � n N cn � 0 ~J cn w C� 0 O� LLJ °O 00 1� Q LLJ U z LLJ 0 (./7 LLJ o N O OD ON z Q U N LLJ DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION SPACER I� M M Ilra m ZD 0 28" DEEP COUNTER 00 24" DEEP CABINETS a m I� Z. M 1"SPACER I WALK-IN PANTRY 1" SPACER F — I 8 0 8 m 0 p 0 z o w a m N N FIN. END FINISHED BACK� FIN. END a z 24"x 7' TALL a D BROOM CABINET 1 21" B. NO DRAWER I COUNTER WORK SPACE L-----j ISPACER Ft — LA �J �,.SPACER 0" SINK B • LAUNDRY PWDR MAIN FLR CABINET PLANS z w 36" UP 36" UP z w 18"B 118"DB J 18"DBII 18"B , 30" UP 30" HOOD 1" SPACER 30" RANGE 6'-0" KITCHEN 0 z m w � z - N `rnprzpI C DR(1VIf1Fh FIN F SCALE: Y4" =1'-0" Y�l"SPACER z O r' 11,m -10 m z e o `n o --1" SPACER MASTER BATH Heat pump water heating to be installed per manufacture specs 0 00 0 0 N 12'-0" 6x6 P.T. COLUMN. ABU66 TO FTG. APL4 EA. SIDE TO BM o COVERED PORCH Iw CONCRETE SLAB VAULTED CL'G 0 X 12" 6'-0" " I 3-26 %" U N w w a Q0, a 0 O) mom w w <�Q =o� - Ln zo 0�w ~ 0 J J J<� m RLI __ 0ZD~" "-w x 6x6 P.T. COLUMN. ABU66 TO FTG. APL4 EA. SIDE TO BM 0 0 a x wI LL 27'-6" 0 X lD 3'-2" , 16" 2'-5%" 42'-0" UN -COVERED PATIO CONCRETE SLAB —�1 6°6° XO SAF. GL. I I NO STEP I I SW 4 I 6°6° OX 4x10 DF#2 4x10 DF#2 N x 4x10 DF#2 3°8°STORE DR SAFETY GLASS DINING AREA 30'-0" 6'-0" g, 14'-6" BALLOON FRAME RAKE VWALL TO SLOPED TOP 6'0" PLATE @ RAFTERS VTO. OP TRAIN SOM @10'24" 6°2° PIC 6°6° XO SW-4 6°6° XO SW-4 Ly N 4x10 DF#2 x NO HDR. RAFTER ABV TRANSOM 2-26 PLATE BTWN WINDOWS GREAT ROOM RAISED TOP PLATE:13'-6%" MASTER BEDROOM VAULTED CEILING N U oa CD -cv N N ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER ILL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 6§% 75% 4x 3x 2x 1.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. TO z > m 19'-10" 7'-8" 4'-6" lop -oil o N �D w NO HDR. RAFTER ABV N o J w > TRANSOM VAULTED a w co — — — — — — — — — 2-2x6 PLATE BTWN — — — — — — — — — — — — — — — — — — — — FLAT - - - - - - - - - - - HEAD UNIT ON o °5 Cl- WINDOWS 1 SA O UPPER WALL X v 5' 2�" 8' 3�" 3'-g„ 2,-T„ VAULTED o TOP TRANSOM R.O. @ 13' 2%" a mrn N HEAD UPPERWALL NIT ON 2x6 BR'G WALL D - - FLAT 3° 3° ' o o _ SW 4 28 PKT SW_4 N 63"x 96" R.O. N o 00 z 3 2x6 00 / -- 4x10 DF#2 w 4x10 DF#2� I N ---- o N M N -- I c l IZ I I M I > QLn = N O 'n Q M Q �� 04 I I I , Q O I I 300 CFM HOOD ' CO I I I o VENT TO EXT. SA I I 28 I LU CD 81 o a KITCHEN 2x6 WALL FOR LINESETS c� L I - - - / Q SI E-13 ' q o FROM BLW TO UPPER FLR w Ln L p 7'-6" 6'-0" 6'-4" - - - - / I o U STORAGE DD 50 0---- n M �y, o / 'N - - - J ' 12 SHLVS 28 12" FLUSH EAT. BAR / J i 1 1 1 R I oIILL co =I = OI 1= °l�N o f N WALK-IN I o, o -� HEAD UNIT ON 2x6 PLUMB. ICI X I u WARDROBE I / - UPPER WALL WALL DRYER BOX O° I �� LINE OF LOFT UP 24"- VENT UP - III I / $ , N m z I I ROD-SHLF I / / GUEST / J 2 � oo ' o I I / "' `V ROD-SHLF I ' / / w N a; _ > a IoI 4x10 DF#2 , , 3-2x6 zz L w = CO WALK-IN Ln w OPEN TO iN 26 N SW-4 oa w U U 0 o I fa_ fa_ PANTRY Q z ®50 ABOVE N o �� COVERED PORCH / o 0 0 0 30 �I CD a SURFACE PER SPECS a DI, rN LAUNDRY bo QI� `"�' VAULTED CL'G �I o I 6'-1Y2" 31-711 ' I 4'-5Y" WASTE STACK b iE i 28 DEEP COUNTER 6 ° o - FROM ABV v 1 24" DEEP CABINETS FOYER I 3 8 Q N / / I I— - r------, 7' TALL VAULTED CL'G I o o "' ELEC O SW_4 DBL WOOD FLR X z OVER CRAWL SP. i COUNTER WORK SPACE CAB. 3° I ;o HW 2-2x4 - 410 DF#2 DROP / / , , 4x10 F#2 N- - - - J -------_---- 4x17152 r- N HEAT PUMP WATER N SW-4 NO STEP I ' 7 HEATER PER HEATO I , I� `� ' IL _ I a ENERGY CREDIT 5.5 I 2° - 3x3 MIN. i N I ao 6 30" VAN. Q 6x6 P.T. COLUMN. n LANDING 3° 3 STEEL UP36'BMIN.RD O I I I 2° 2 ®50 o V 161I ABU66 TO FTG. L---J I� I OPWDR CD ;I, _ APL4 EA. SIDE TO BM N I" FRAMED PEDESTAL UP 36" I' 3° HEAD UNIT ON I ABV FIN. PORCH SURFACE. ' DECORATIVE STONE VENEER UPPER WALL / 4 SIDES. CAP PER SPECS 9' 0" 10'-10" 4'-2" 2'-3�" 3'-11�" 5'-9" , Interconnected Heat detector I ; , IM� required OFFICE I' / `V 2 CAR GARAGE 22x4 I 2 2x6 w n o X M 4x10 DF#2 o / `D CONTINUE 2x6 STUDS I SW74 3°6° SH OF OFFICE TO FRONT N CORNER OF GARAGE ; I `V C 12 ° SW-4 8.2 ROUGH -IN FOR ff' ELECTRICAL VEHICLE ; CHARGING STATION o PER ECDC 17.115 o N lD J w X Z � aw `1 _ X X o bo M CONT. 412 DF#2 FULL WIDTHam SW-3 160 80 GARAGE DR SW-3 D D S1 S1 1' 10 2 16'-3" V-1012" Ir 4'-0" 20'-0" 24'-0" 12'-0" 42'-0" 0 b, 0 00 A B GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. ®STAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE 3/" MIN. TO 1Y4" MAX. NOSING WITH Y8" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH K" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED ATTHE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OBATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. ©EMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. OGARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY THE SUPPORTING STRUCTURE TO BE PROTECTED WITH K" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE %" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 ®GARAGE APPLIANCES PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. U.L. APPROVED APPLIANCES WITH AUTO SHUTOFF SWITCH. INSTALL IMPACT BOLLARD. SET ELECTRIC WATER HEATER ON R-10 INSULATED INCOMPRESSIBLE BASE. INSTALL SEISMIC STRAPS WITHIN TOP Y3 & BOTTOM Y3 (4" MIN. ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. IF FUEL FIRED APPLIANCES EXCEED 1000 BTU/HOUR INPUT PER 50 CUBIC FEET OF GARAGE VOLUME; INSTALL TWO SCREENED COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE WITHIN 12" OF CEILING & ONE WITHIN 12" OF FLOOR. USE NON -CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 FOUNDATION TYPE VENTS IN WALL FOR A MINIMUM NET FREE AREA OF 1 SQUARE INCH PER 4000 BTU/HOUR EACH VENT. OATTIC ACCESS - I RC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBER TO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MAIN FLOOR PLAN SCALE: X" = V-0" 1890 SQ. FT. MAIN FLOOR 590 SQ. FT. UPPER FLOOR 2480 SQ. FT. TOTAL LIVING AREA 69 SQ. FT. FRONT PORCH 108 SQ. FT. COVERED DECK 177 SQ. FT. OUTDOOR LIVING AREA 615 SQ. FT. GARAGE -SHOP `�Taher2aQ, nF WA- /j FOR STRUCTURAL ONLY APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF• BY: CITY ENGINEERING DIVISION M CD 0 00 M (V LU J Q�� J =Q� or 2 LnLN w ZI c J Q w N F_ w z O O U 0 �, W CD o 00 0, Q o Q o 0 2 m z (f� O CD 00 L _j o w 0 Q � r- N cn � O ~J c.n w rn � 00 LU 00 00 I� Q DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION m CD GENERAL NOTES � N OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF N w CLEAR OPENING TO BE 24"MIN. ABOVE FINISHED FLOOR. Q U EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE � N MAY NOT PASS THRU OR WHERE FALL PROTECTION = U-) Lli DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 w w Y SAFETY GLASS & SKYLIGHTS PER IRC R308 J z O ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL 0 NAILING TO BE INSPECTED BEFORE COVERING I I FULL DEPTH PRESSURE BLOCK EVERY OTHER JOIST/RFTR BAY. (4)16d SHEAR NAILS V)16d NAILS MIN. PER BLOCK PERJOIST INTO PRESSURE BLOCK CARRYING — , o 0 o MEMBER 7 (2)16d TOE NAILS PER JOIST INTO CARRYING MEMBER TYPICAL JOIST/RFTR SPACING PER PLAN TYPICAL PRESSURE BLOCK DTL WHERE APPLICABLE SCALE: %" =1'-0" START L.O. 19.211 O.C. U 42'-0" O 24'-10" 4'-81 " 12'-5/2" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C'V — — — W O 00 < Q O O CD TYPICAL K CS16 CS16 o - CD S1 z r" O o 00 �''' — N 3 X 9/LSL FLUSH LL i o L-Li0 II II II II II II II ;II A II II I J II II II I 1I I HNGRS PER JST 8 1 O c~ LLJ v A X SUPPLIER. TYP. �, Q 1 11%"x 9%" LSL c' 8.1 I 1 FLUSH m = = rn II II II II II II II II �I I1 II II II ____00 LJ__I O0 1O CS16 J� I r"i — — — — r1 - FAN rn RANGES- '-------------------------------------� Q II II II II II II II I II II 9%" TJI 110 FLR MIN. DISTANCE �/ o� II II II II JSTS @ 24" O.0 S1 TO EDGE OF HOLE � TYPICAL PER I JSTS DTLS o m / ' rn aU 1 S1 II II II Ilo% II II II II II II N BR'G o 3/2" x 9/2" LSL FLUSH ' WALL m II BR'G WALLS BR'G CS16 SHADED FOR o WALL 11 CLARITY II N II II II I II II II II II II DRYER- ' -- - -- ---- ---- ---- -- F SINK ° J I 5'-0" 13Y2" S1 -- �✓ I I 6'-1%" 31-711 12'-5/11 FAN<- -- ---- ---- ---- ---- -- - ---- - TYPICAL % II II II II II I II II II III II II � I �, N I W.C. SIMILAR �I B II II II II II I II II II II =� II II I 8.2 CS16 �------ Ll N - CS16 CS16 7' 9" W 19'-10" U z w 0 w ry- oc Taherza N �N� of WASH,/ L' 00 z r ISS/f)/VA L C.,\ C fo-z�2a2i� Lu RECEIVED FOR STRUCTURAL ONLY Ur Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FLOOR FRAMING PLAN SCALE: %" =1'-0" DATE 11-15-23 DRAWN JCR REVISION 1" SPACERS I - o FIN. END 0`1 BATH #2 UPPER FLR CABINET PLAN SCALE: Y4" = V-0" mw 0 v N / / ,, / ��, NO HDR. RAFTER ABV 09 ' DBL 2x4 WALL FOR HRV = N DUCTING UP & DOWN. GAP DN 16 =I WALLS TO CLEAR JST BLW 22 RISERS X � / N I 30410 , N LWR TOP PLATE: J 9 1 9 yu `4 BEDROOM #3 °° Ia OPEN LOFT ILL ��� w I LWR TOP PLATE: o `Ln ` m I 5'-7%6" o Ig zJ OJ �I JIo II 6 CoI 5A I Q�= I COND. ATTIC o LL �� z I LOW VAULTED CL'G I "' D a _ I c� m� 26 SA � Cc <1 I / HEAD UNIT ON M �I� CO Iv II =M I N UPPER WALL O°IQ' NI M _ - - - - - LWR TOP PLATE: 3-26I ---- - - - - - =JJ 7'-5%" 26 24 I I HEAD UNIT ON ' UPPER WALL ---- _ I O a II _ L - - - -J c� OPEN TO BATH #2 Co FOYER BELOW BALLOON FRAME RAKE BEDROOM #2 I WALL TO SLOPED TOP X PLATE @ RAFTERS 6'-1Y2" 4'-0Y211 4'-011 Yo O i J ®50 G om m r p I D ' D 0 N .--I N Qo qD O' oo � I O l o z 35" CENTER BLK'G III `4- 0 BALLOON FRAME RAKE J Q o Co I ' m I 3x5 SHWR NO HDR. WALL TO SLOPED TOP J > I LL ' 4x10 DF#2 - RAFTER ABV PLATE @RAFTERS m W111 =///,&/7/, 11 ---1- 1 A 8.1 B 8.2 ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ® 50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®5 COMBINATION SPOT & WHOLE HOUSE FAN. WH FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75 . 4x I 3x I 2x IJ.5x I I3x R314.2.1 & R314.4.1- HEAT DETECTORS SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION ')H-EFFICIENCY LIGHTING N1104 & WSEC R404 INIMUM OF 90%OF PERMANENTLY INSTALLED PS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY PS. NSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE 'LIED WITH LED BULBS. - GAS LIGHTING SYSTEMS SHALL NOT HAVE TINUOUSLY BURNING PILOT LIGHTS. GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. ®STAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE 3/" MIN. TO 1Y4" MAX. NOSING WITH 3/" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OBATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. ©EMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. OATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Taherza 4' `N of WASy/ fie' r INAL�� Cif/�"� to] :aaI :IN I"II L11WAwe] .1110 UPPER FLOOR PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD 0 00 M N J Q�� J =Qor Lr) 2 �LN �./ Mw w J Q w N � w z O U O N W So 00 rn Q o Q o 0 � m z (f� O o 00 LLJ p `4 1 w o Q r- N cn 14- 0 ~J c.n w 0rr- 07) CL W 00 00 Q DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION 0 n 0 M IN 0 00 0 d- N 0 TO fV P 0 0 0 TO 42'-0" I. 27'-6" 14'-6" I. 12'-0" — — — 12" GABLEz z z ___ _.�/ z z zi — � I¢ Q< _ � � � _ _ _ _ _ _ _ N 48 DF#2EXPOSED RFTRS Y - @ 36" O.C. 4:12 PITCH I E Cc 8.3 ti Tr �' 4;12 Tr 24" LWR EAVE @ LOW �, w 2 ----- IF —jj— — — — TYPICAL ROOF "' �o II T F II ---- 12" GABLE ---__ I II u u u u II ' II T'Il - - - - - - _ I \ II II II II II Li I �II ' IIII IIII IIII II M 0 �'1 11-3:1 II II II II 1� ¢01 1 1 II II II 11 11 11 H 1 � III II II II Lu ¢01 I II II �� II II 11 E TYPICAL �1 I II II I` II II S1 1 IuI IuI uI� IuI IaI N1fi I II II �o I1u1I ' IuI IIuII II10- I1 �I I1I1 I1 I> S1 o� - uIIIIIIII uIIIIIIII - - �uIIIIIIIII FS2 11___ "TJI110RAFTERS @ 24" O.C. 4:12 PITCH 4:12 NVAULTEDDN II II L-----II ------I- ---- �JAT--fTT -_- r J 11 _J13'-6" 12'-0Tl�l I 4 R- u �I >---- ----- ---- �- - -- _ - -- -_ ---�Ln DN I II 1112"GABI =� II II =X� II II II II II II II II I ' I I I 1 ROOF TRUSSES @ 24" O.C. 24'-9" PAT. i �` LSL OR 2x LEDGER G- F CUT TO GIRDER TRUSS 4:12 PITCH i I ON FACE OF GIRDER 117 110 RAFTERS I I 11%" TJI 110 RAFTERS I R @ 2 O.C. 4:12 PITCH I I @ 24 O.C. 4:12 PITCH w — — ��— Q / L. RETURN AIR i�`� , I 2x4 RAKE WALL FRAMED N I THRU LOFT CL'Gi 1 I I ON TOP OF LOWER ROOF GIRDER TRUSS 1 _ _I L__J CD DN EI — _ 24" UPR EAVE 4:12 4:12 �12 GAB3�ROOF TRUSSES @ 24" O.C. 24' 9" PAT.CUT TO 19' 10" A 12 PITCH 0 � a _ _==_ +� _ 0 bo 48 DF#2 E POSED RFTRS v II 1 @ 36" O.C. 3:12 PITCH FANITHRU SIDEWALL OF 24 UPR EAE ABLE END TRUSS � N N VIE I I ___ 12" GABLE LAST TRUSS @FACE N LOW f� I II II @)II II II � 12" GABLE J OF UPPER WALL N ROOF O I ~ I w Lu � o ---- -� -, o o� / [V m In\ � FAN THRU SIDEWALL II II II OF GABLE END TRUSS ROOF TRUSSES @ 24" O.C. II tj II --I = I I w 24'-0" PATTERN 4:12 PITCH — — — V N L�n rN W Ln = N ci cx- zLu CD II II Lu ¢ - - - 4:12 �4:12 o 0o o� NI I \ II II II II o II GIRDER TRUSS HIP PACKAGE I I HIP GIRDER I II II II u u TRUSS 1 L �Q IROOF TRUSSES @ 24" O.C. 24'-0" — — PAT. CUT TO 20'-0" 4:12 PITCH 24" LWR EAVE = = = r C 24" LWR EAVE w N� 12" GABLE C Q i ROOF TRUSSES - IRC R802.10 TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT AN APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO HAVE VERTICAL MEMBERS @ 24" O.C. MIN. FOR SIDING. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. OATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBER TO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. OVERFRAMING ~� STICK FILL OVER TRUSSES WITH 2x4 HF#2 RAFTERS @ 24" O.C. 48" MAX SPAN. POST DOWN @ 48" O.C. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALTERNATING TRUSSES. FULL DEPTH PRESSURE BLOCK EVERY OTHER JOIST/RFTR BAY. SHEAR NAILS (8)16d NAILS MIN. PER BLOCK - PER PER JOIST INTO PRESSURE BLOCK CARRYING MEMBER (2)16d TOE NAILS PER JOIST INTO CARRYING MEMBER TYPICALJOIST/RFTR SPACING PER PLAN TYPICAL PRESSURE BLOCK DTL WHERE APPLICABLE SCALE: Y2" = V-0" FOR STRUCTURAL ONLY RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT R 0 0 F FRAMING PLAN SCALE: X" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- M O 00 M N J a�� 2 �LN ( ) M w w `J J �Q� N � LL. z O O U 0 �, W CD o 00 rn Q o Q O 0 � m z (f� O o DD LLJ o � w O Q r- N O ~J c.n w O r rn LLJ 00 00 Q DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION - 4'-0" 20'-0" 36-0" 12'-0" BY: CITY ENGINEERING DIVISION 24'-9" TRUSS PATTERN LENGTH 13 -6 FACE OF GIRDER TRUSS. TRUSS SUPPLIER TO VERIFY CUT LENGTH MAX ALLOWED HT: 391.15' ROOF TRUSSES LSL OR 2x LEDGER ON FACE OF PER PLAN GIRDER TRUSS W/(2)16d @ 3" ACTUAL HIGHEST POINT: 389.66' O.C. TO TOP CHORD. HNGRS PER I JST SUPPLIER CLOSED CELL SPRAY FOAM 12 INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN 4 HF#2 CL'G JSTS @ ATTIC SPACE. COMBINE W/BATT �2x4 24" O.C. SISTER TO RFTRS INSUL. FOR R-49 MIN. IN ATTIC SPACE TJI RFTRS PER PLAN GIRDER TRUSS SOLID BLK'G @ PER PLAN WALL LINE _ J �i TOP PLATE - - - - - - -- -- WINDOW BEYOND TOP R.O. 12 2 2x6 TOP PL. 4 SOLID BLK'G @ BR'G HDR PER PLAN HRV EXHAUST & SUPPLY AIR WALL. TAPERED BR'G CLOSED CELL SPRAY FOAM INSULATION THROUGH SIDE WALL OF PLATE PER TJI DTLS ON UNDERSIDE OF ROOF SHT'G. GABLE END TRUSS BEYOND DBL WALL FOR COMBINE W/BATT INSUL. FOR R-38 MIN. HRV DUCTING IN CAVITY. NO VENTILATION REQ D IN 24" _ _ _ _ _ _ _ - - - - - RAFTER CAVITIES GIRT RM RAFTER P PLAT SPACE BEYOND - - ----- - - - - - HDR PER BEDROOM #3 VOID FFORHRV CL'G DUCTINGBEYOND CLOSET OPEN LOFT 0 00 C PLAN 0o = - NON-BR'G INTERIOR To o = ACCESS Pi WALL. TYP. UNLES�/z DOOR `n COND. ATTIC NOTED I TO 0 m UPR FLR SUBFLR TOP PLATE FLUSH BfV PER PLAN TJI FLOOR JSTS PER PLAN R-23 BLOWN IN INSUL. 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS SOLID BLK'G @ WALL LINE TOP PLATE 24" UPR FLR SUBFLR TOP PLATE 2-2x6 TOP PL. LAND. SUBFLR 2-26 TOP PL. HDR PER PLAN TJI FLOOR JSTS PER PLAN FIRESTOP HDR PER PLAN 2x6 HF#2 @ 16" 63" x 96" ROUGH OPENING O.C. FOR LANDING EXTEND CL'G OF INTO GIRT RM BEYOND LANDING TO BATH WALL DR TO DINING DR TO BEDRM DR TO BEDRM AREA BEYOND BEYOND BEYOND NON-BR'G INTERIOR WALL. TYP. UNLESS NOTED KITCHEN LINEN °° MASTER BATH R-23 BLOWN IN INSUL. MAIN FLR SUBFLR Jul Jul I I I A I I I I H J MAIN FLR SUBFLR AVERAGE GRADE: 366.15' _ TOP STEM - 366.21' R-38 BATT INSUL TJI FLOOR JSTSPER PLANJ — I �- - � � I 1 -1 1-- 1 DA FULL SECTION SCALF:," =1'-O" --TAISEU-STEM-V ALUM PLAN. FLRJSTS INSIDE Tnn DAICEn CTEAA OL-7 nnl RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nAW- M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't M Lu LLJ Y N J.— W z 0 0 U O N W o DD rn Q o Q O 0 � m z (f) O o 00 LLJ o `4 1 w O Q � N c.n :M 0 ~J c.n w 0rr- rn LU °° 00 Q LLJ U W 0 LLJ } oc o N O 00 O� N z Q U N LLJ QD DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION 8.1 M O 00 M N Lu J Q�� 2 �or Lr) LN L f, W M Lu LLJ Y a --I C, J Q W N � W z O 0 CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR R-49 MIN. IN ATTIC SPACE LSL OR 2x LEDGER ON FACE OF TRUSSES W/(2)16d @ 3" O.C. TO EA. TRUSS. HNGRS PER TJI SUPPLIER CLOSED CELL SPRAY FOAM INSULATION TJI RFTRS PER PLAN ON UNDERSIDE OF ROOF SHT'G. COMBINE W/BATT INSUL. FOR R-38 MIN. 2x SOLID BLK'G CAVITY. NO VENTILATION REQ'D IN @ BR'G WALL 12 RAFTER CAVITIES K U 4 2x6 HF#2 RFTRS & 2x4 CL'G JSTS @ 24" O.C. TOP PLATE 2x6 HF#2 RFTRS & 2x4 CL'G JSTS @ 24" O.C. 0 DR BEYOND SLOPED TOP PLATE @ BOT. OF RFTRS 24" � �J TOP PLATE 2x4 LEDGER ON FACE OF TRANSOM WINDOW,�716q MONO PITCH TRUSSES R 23 BLOWN CD IN FOREGROUND 12" IN INSUL. TJI RFTRS PER PLAN LLJ <' BM PER PLAN. 2x4 CLOSED CELL SPRAY FOAM o BOTTOM BM -FOYER CL'G INSULATION ON UNDERSIDE OF ROOF Q O BATH RM WALL ON TOP SHT'G. NO VENTILATION REQ'D IN o 2x LEDGER @WALL. DEC. TOP WINDOW ROUGH OPEN'G ATTIC SPACE. COMBINE W/BATT F O o HNGRS OR PRESSURE DEC.BLK'INSUL. FOR R-49 MIN. IN ATTIC SPACE TRANSOM WINDOW IN (f� Co 4'S�" FOREGROUND �J o NON-BR'G HALF WALL OF 2x6 T&G EXPOSED W o INTERIOR WALL. 2x4 INT. BR'G LOFT BEYOND CAR DECKING TYP. UNLESS WALL 12 STORAGE Q NOTED 4x8 DF#2 EXPOSED ROOF TRUSSES 4 `n RFTRS PER PLAN PER PLAN 7'-6Y2" 2x6 INTERIOR 0 Ln W ACCENT METAL BR'G WALL = n- 12 ROOFING SOLID BLK'G @ TJI FLOOR JSTS PER PLAN 0 < R-23 BLOWN 'G UPPER FLR SUBFLR - IN INSUL. 2x SOLID BLK'G @ BR'G WALL BOTH SIDES OF BM 00 a TOP PLATE � J 00 TOP TJI FLOOR JSTS PER PLAN PORCH BM BM PER PLAN 8'-0" 24" Ql o o M 24 CLOSET DR DR BEYOND LAUNDRY RM BEYOND CORNER OF DR BEYOND MSTR CLOSET 2x6 INTERIOR BEYOND NON-BR'G BR'G WALL FRONT INTERIOR WALL. o DOOR TYP. UNLESS LAUNDRY RM 2x4 INT.BR'G FOYER COVERED PORCH °° OFFICE NOTED PWDR RM FOYER CLOSET MSTR WALK-IN WALL R-23 BLOWN IN INSUL. MAIN FLR SUBFLR MAIN FLR SUBFLR TJI FLOOR JSTS PER PLAN TJI FLOOR JSTS PER PLAN R-38 BATT INSUL. RAISED STEM WALL PER RAISED STEM WALL PER R-38 BATT INSUL. PLAN. FLR JSTS INSIDE PLAN. TOP FLANGE HGRS 17'-5Y2" � J U © PARTIAL SECTION SCALE: %"=V © PARTIAL SECTION SCALE: %"-V-D" 0 w } oc o N O Co O� N z Q U N RECEIVED w Dec 14 2023 QD CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 11-15-23 DRAWN JCR REVISION RAISED TOP PL. 2411 2x6 INTERIOR BR'G WALL MAIN FLR SUBFLR 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS TAPERED BR'G LATE PER TJI DTLS -23 BLOWN IN INSUL. FIRESTOP TJI FLOOR JSTS PER PLAN CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR R-49 MIN. IN ATTIC SPACE ROOF TRUSSES PER PLAN CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. TJI RFTRS PER PLAN COMBINE W/BATT INSUL. FOR R-38 MIN. IN CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES Bo WINDOW BEYOND WINDOW BEYOND MASTER R-38 BATT INSUL: 14'-6" r BEDROOM 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS \ _ SOLID BLK'G @ WALL LINE TOP PLATE R-23 BLOWN IN INSUL. RAISED STEM WALL PER PLAN. FLR JSTS INSIDE - DO PARTIAL SECTION SCALE: %" = V-O" 24" I mILIIIIlk&lYI1:111IN TOP PLATE CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. 12'-0" COMBINE W/BATT INSUL. FOR R-38 MIN. N CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES TJI RFTRS PER PLAN R-23 BLOWN 12° IN INSUL. TRUSS PER PLAN _GIRDER ALIGNED W/BATH WALL ROOF EDGE NAILING PER ENG DTLS PG S1 LSL OR 2x LEDGER ON FACE OF STUDS W/(2)16d @ 3" O.C. TO EA. STUD. HNGRS PER IJSTSUPPLIER 2x4 CL'G JSTS, @ 24" O.C. BEDROOM #3 HRV DR SISTERED TO RAFTERS. DR BEYOND BEYOND VOID FOR HRV DUCTING CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. TJI RFTRS PER PLAN COMBINE W/BATT INSUL. FOR R-38 MIN. OPEN LOFT °° �� �� IN CAVITY. NO VENTILATION REQ'D IN _ RAFTER CAVITIES UPPER FLR SUBFLR ,TOP PLATETJI FLOOR JSTS PER PLAN 2x4 INTERIOR BR'G WALL MAIN FLR SUBFLR WINDOW BEYOND WINDOW BEYOND WINDOW BEYOND WINDOW BEYOND 2x4 INTERIO BR'G WALL TJI FLOOR JSTS PER PLAN (t) PARTIAL SECTION SCALE: %"=V-D" GREAT ROOM DINING AREA BEYOND -38 BATT INSUL. 18'-0" 12 4 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS SOLID BLK'G @ WALL LINE F� TOP PLATE WINDOW BEYOND R-23 BLOW IN INSUL. RAISED STEM WALL PER PLAN. TOP FLANGE HGRS 24" 0 an MAIN FLR SUBFLR RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nAW- M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't M Lu LLJ Y N � W z 0 0 U O N W o 00 rn Q o Q O 0 � m z (f� O o 00 LLJ o `4 1 w O Q � N 0 ~J c.n w rr- c� 0 rn LU O0 00 Q LLJ U W 0 LLJ } oc o N O 00 O� N z Q U N LLJ QD DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION 8.3 CHAPTER 3 GENERAL REQUIREMENTS MATERIALS, SYSTEMS, AND EQUIPMENT - R303 R303.1 IDENTIFICATION MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT WILL ALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THIS CODE. -R303.1.1. BUILDING THERMAL ENVELOPE INSULATION INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. -R303.1.1.1. BLOWN OR SPRAYED ROOF/CEILING INSULATION THE THICKNESS OF BLOWN -IN OR SPRAYED ROOF/CEILING INSULATION (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ARE INSTALLED AT LEAST ON FOR EVERY 300 SQUARE FEET THROUGHOUT THE ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A MINIMUM OF 1" IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS OPENING. SPRAY POLYURETHANE FOAM THICKNESS AND INSTALLED R-VALUE SHALL BE LISTED ON CERTIFICATION PROVIDE BYTHE INSULATION INSTALLER. -R303.2.1. PROTECTION OF EXPOSED FOUNDATION INSULATION INSULATION APPLIED TO THE EXTERIOR OF BASEMENT WALLS, CRAWLSPACE WALLS AND THE PERIMETER OF SLAB -ON -GRADE FLOORS SHALL HAVE A RIGID OPAQUE AND WEATHER -RESISTANT PROTECTIVE COVERING TO PREVENT THE DEGRADATION OF THE INSULATION'S THERMAL PERFORMANCES. THE PROTECTIVE COVERING SHALL COVER THE EXPOSED EXTERIOR INSULATION AND EXTEND A MINIMUM OF 6" BELOW GRADE. CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY GENERAL-R401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BYTHE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONALAND SHALL NOT COVER OR OBSTRUCTTHE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE - R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL MEETTHE REQUIREMENTS OF TABLE R402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. -R402.1.2 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING, SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWN INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. -R402.1.3 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE R402.1.3 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUE IN TABLE R402.1.1. -R402.1.4 TOTAL UA ALTERNATIVE IF THE TOTAL BUILDING THERMAL ENVELOPE UA (SUM OF U-FACTOR TIMES ASSEMBLY AREA) IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM USING THE U-FACTORS IN TABLE R402.1.3 (MULTIPLIED BYTHE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING), THE BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE R402.1.1. THE U-FACTORS FOR TYPICAL CONSTRUCTION ASSEMBLIES ARE INCLUDED IN APPENDIX A IN CHAPTER 51-11C WAC. THESE VALUES SHALL BE USED FOR ALL CALCULATIONS. WHERE PROPOSED CONSTRUCTION ASSEMBLIES ARE NOT REPRESENTED IN APPENDIX A, VALUES SHALL BE CALCULATED IN ACCORDANCE WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS USING THE FRAMING FACTORS LISTED IN APPENDIX A WHERE APPLICABLE AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. THE SHGC REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. WHEN USING RESCHECK, THE U-FACTORS CALCULATED BY THE SOFTWARE BASED ON COMPONENT R-VALUE DESCRIPTIONS ARE ACCEPTABLE. FOR THE BASE BUILDING UA CALCULATION, THE MAXIMUM GLAZING AREA IS 15% OF THE FLOOR AREA. TABLE R402.1.1 INSULATION & FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHT U-FACTOR 0.50 CEILING R-VALUEe 49 WOOD FRAME WALL!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" WALL R-VALUE 10 / 15 / 21 INT+TB SLABd" R-VALUE & DEPTH 10, 2FT FOR SI: 1 FOOT = 304.8 MM, Cl = CONTINUOUS INSULATION, INT= INTERMEDIATE FRAMING a R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIXTABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. c "10/15/21.+5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS ATHERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL ATTHE INTERIOR OF THE BASEMENT WALL. "10/15/21.+57" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ATTHE INTERIOR OF THE BASEMENT WALL. "57" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. e FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. f R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEETTHE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. ! FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. h INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. TABLE 406.2 ENERGY CREDITS (DEBITS) 6.0 TOTAL POINTS REQUIRED 6.0 TOTAL POINTS PROVIDED OPTION DESCRIPTION CREDIT(S) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS 1.0 SYSTEM FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2) TYPE OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING 2 AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 1.3 EFFICIENT BUILDING ENVELOPE 1.3: 0.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5% 2.1 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2.1: 0.5 COMPLIANCE IS BASED ON TABLE R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX. @ 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 3.6a HIGH EFFICIENCY HVAC EQUIPMENT 3.6: 2.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEATTO ENTIRE DWELLING UNITATTHE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENTTYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). a. AN ALTERNATIVE HEATING SOURCE SIZED AT MAXIMUM OF 0.5 WATTS PER SQUARE FOOT (EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. 5.5 EFFICIENT WATER HEATING 5.5: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENTTYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 2.0 PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER CONTINUOUS #4 BARS" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.C. n n a d ° FINISHED GRADE SLOPED FOR 6" FALL WITHIN 10' R PROVIDE SWALE g OR DRAIN. IMPERVIOUS SURFACE TO SLOP 2%AWAY FROM BUILDING #4 BAR @ 48" O.C. WITH STANDARD HOOK. EXTEND TO 3" " MIN TTTTiTI CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN a co v PROPER CONCRETE COVER F REQ'D. 4" TIGHTLINE TO ° CONNECT DOWNSPOUTS z DAMP PROOFING PER IRC R406 4 TO APPROVED DISCHARGE. a SEPARATE FROM 0 m 244 CONTIN. HORIZ. BAR 3" ° FOUNDATION DRAIN. MIN. CLEAR FROM BOTTOM < d � r ° d a z N I a .0 ° d PER ENG. 14" DIAM. PERF. FOUNDATION DRAIN IN L WASHED GRAVEL & FILTER FABRIC. SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE IRC R405.1: DRAINAGE ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE HABITABLE OR USEABLE SPACE TYPICAL STEM WALL DTL SCALE: 1" = 1'-C" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x6 BASE PLATE. 16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA.JOIST III FLOOR JSTS PER PLAN SHEATHING & NAILING SOLID BLK'G @ ALL PER SHEARWALL SUPPORTS SCHEDULE Y2" GYPSUM BOARD 2-26 TOP PLATE za SIDING PER a ELEVATION OVER HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBL TOP PLATE. 2" R 10 RESISTANT BARRIER INSUL. @ 4x HDRS o 2x6 STUDS @ 16" O.C. INSULATION PER ENERGY NOTES 0 Y2" GYPSUM BOARD FLOOR TO WALL DTL SCALE: %" = V-0" STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS o M FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT X�7 EXCEED THE SMALLEST DIMENSION BY MORE THANFIREBLOCKADJACENT HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR rNFILLSPACED SO4%" SPHERE MAY NOT PASS THRU. INFILLTO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASS THRU WALLS PER IRC R602 \ - -7 1Y4"-2" DIAM. HANDRAIL CONTINUOUS ON 1 SIDE OF STAIR. 1Y2" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAIL TO SUPPORT 200# LOAD 'o a 10"MIN APPLIED IN ANY DIRECTION. All" MAX ENCROACHMENT INTO STAIR. "x 12" OSB STEPPING TREADS 1x8 RIPPED RISERS %" MIN. -1 3/4" MAX. NOSING Y16' MAX RADIUS. NOSING NOT REQUIRED FOR TREADS IS 11" OR GREATER RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT %6' OSB ROOF SHT'G PER PLAN 2x4 THRUST BLOCK 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED 00 WHERE DEPTH OF STRINGER GREATER THAN DEPTH OF FLR JSTS PROVIDE 34" NAILER SECURED TO JSTS. NAIL THRU NAILER INTO END OF STRINGERS 2x12 STRINGERS @ 16" O.C. MAX. 2x4 STIFFENER 1 SIDE PROTECT ACCESSIBLE ENCLOSED SPACES WY2" GWB TYP. INTERIOR RESIDENTIAL STAIR DTL IRC SECTION 311 SCALE: %" = V-0" 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED Wes" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGYAl METAL GUTTERS NOTES WITH 1" MIN. AIR SPACEI PER SPECS Y 8" GWB OR SAG RESISTANT 5 �"x 8 FASCIA Y2" GYPSUM BOARD PER PLAN Al OR H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES a PER SHEARWALL 2-2x6 TOP PLATE w SCHEDULE HDR PER PLAN PLACED TIGHT SIDING PER UNDER DBLTOP PLATE. 2" R-10 z ELEVATION OVER INSUL. @ 4x HDRS APPROVED WATER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER INSULATION PER o ENERGY NOTES Y2" GYPSUM BOARD RAFTER TO WALL DTL SCALE: %" = V-0" PREFABRICATED ENGINEERED ROOF TRUSSES PER ROOF FRAMING PLAN COMPOSITION ROOFING OVER 30#FELT 16' OSB ROOF SHT'G WIND BAFFLE WITH 2x VENT BLOCK. 3-2" 1" MIN. AIR SPACE DIAM. HOLES COVERED g W�" CORROSION 12 PER RESISTANT MESH PLAN 222" CCX PLYWOOD �@ EAVES LBLOWN INSULATION PER ENERGY NOTES METAL GUTTERS 5/" GWB OR SAG RESISTANT PER SPECS Y2" GYPSUM BOARD PER PLAN %"x 8 FASCIA H10R H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2-2x6 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACEDTIGHT w a SCHEDULE UNDER DBLTOP PLATE. 2" R-10 SIDING PER INSUL. @ 4x HDRS z ELEVATION OVER 2x6 STUDS @ 16" O.C. APPROVED WATER o RESISTANT BARRIER INSULATION PER o ENERGY NOTES Y2" GYPSUM BOARD COMMON TRUSS TO WALL DTL SCALE: %" = V-0" SIDING PER GOVERNING CODES: 2x6 STUDS @ 16" O.C. ELEVATION OVER APPROVED WATER 2018 INTERNATIONAL BUILDING CODE (IBC) INSUL. PER ENERGY NOTES RESISTANT BARRIER SIDING PER 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ELEVATION OVER 2018 INTERNATIONAL FIRE CODE (IFC) Y2" GYPSUM BOARD SHEATHING & NAILING APPROVED WATER - 2016NFPA13 3/" T&G OSB SUBFLOOR. PER SHEARWALL SCHEDULE 2x4 STUDS @ 16 O.C. 2x6 1 RESISTANT BARRIER - 2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) EXTERIOR GLUE & 8d @ 6" 2x6 BASE PLATE. 16d @ STUDS IF NOTED ON PLANS -\ SHEATHING & NAILING 2018 INTERNATIONAL PLUMBING CODE (IPC) O.C. EDGES & SOLID BLK'G & 12 O.C. FIELD 16" O.C. TO JSTS/BLK'G PER SHEARWALL SCHEDULE 2009 ICC A117.1 2-16d EA. STUD %" T&G OSB SUBFLOOR. 2x BASE PLATE 2018 WASHINGTON STATE ENERGY CODE (WSEC) FLOOR JSTS PER PLAN 2x RIM JOIST. 3-16d EA. JOIST EXTERIOR GLUE & 8d @ 6" 2-16d EA. STUD OTHER APPLICABLE CODES INSUL. PER O.C. EDGES & SOLID BLK'G & ENERGY NOTES PT SILL PLATE, ANCHOR BOLTS 12" O.C. FIELD PT SILL PLATE, ANCHOR BOLTS STRUCTURAL: IVI & WASHERS PER ENGINEER 3Y2" CONC. SLAB OVER 4" BASE. & WASHERS PER ENGINEER SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING z_ FLOOR JSTS PER PLAN SOLID BLOCKING @ ALL BRIG FILL & COMPACT AS REQUIRED z WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 SOLID BLK'G @ ALL � ao INSULATION PER SUPPORTS N � RECEIVED COMPONENT/CLADDING LOADS PER R301 SUPPORTS ENERGY NOTES °• oO 18" MIN. CLEAR. 12" UNDER BEAMS a?II; POST TO BEAM POSITIVE a?II; Dec 14 2023 LOADS PER R301 LIVE DEAD TOTAL &DUCTS.INSUL.PLUMB.&MECH. ; if;_ SEE STEM z CONNECTION. 2x TIES OR MTL ; If: SEE STEM z CITY OFEDMONDS Il.r WALL DTL 2 r WALL DTL DEVELOPMENT SERVICES ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF OPTION 2: 3q" WASHED ROCK OR PEA GRAVEL CONNECTOR EA. SIDE l:: � DEPARTMENT ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF U APOR RETARDER. SLOPE TO POSITIVE DRAIN c" POSTS &BEAMS PER PLAN. ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF ti POST BASE UP 8" ABV GRADE -,,","PROTECT POST BASE W/90# IF TIGHTLINE TO ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF 6 MILVISQUEEN VAPOR RETARDER. 6 OR USE PRESSURE TREATEDROOFING OR EQ. T CONNECT CONNECT PER IRC 405.1 DECKS 60 PSF 10 PSF 70 PSF MIN. OVERLAP WITH JOINTS SEALED OR OPTION 1: 4" DIAM. PERF. 12 MIN. CLEAR UNDER BEAMS SECURE POST TO FOOTING FOUNDDOWN. DRAIN SEPARATE FROM FOUND. DRAIN FOOTING DRAIN ONLY REQ'D EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF TAPED. EXTEND 6" MIN. UP STEM WALL FOUNDATION DRAIN IN LMA4Z OR EQ. WHERE FOUNDATION WALLS FIRE ESCAPES 40 PSF IF REQ'D. 4 TIGHTLINE TO WASHED GRAVEL & FILTER CONCRETE FOOTING PER PLAN---W/MAS612, ENCLOSE USABLE SPACE. GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION CONNECT DOWNPOUTS. FABRIC. CONNECT TO INTERIOR GRADE GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO SQ. FT. SEPARATE FROM FOUND. DRAIN APPROVED DISCHARGE ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 OR LOAD10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. CRAWL - STEM WALL DTL INTERMEDIATE BRIG DTL GARAGE - STEM WALL DTL SCALE: %" = V-0" SCALE: %" = V-0" SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION U O N LLJ o 00 rn Q O Q O 0 � m z (f) O o 00 LLJ o `4 1 w O Q � N cn :M 0 ~J c.n w 0rr- rn Lu 000 0 Q DATE 11-15-23 DRAWN JCR REVISION REVISION REVISION - E 0 U w m Of (2)2x STUDS ® HOLDOWN 2x4" P.T. MUDSILL w/ ANCHOR BOLTS PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 7" MIN. EMBEDMENT. (U.N.O.) SEE SCHEDULE PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN CONT. PLY. TO SILL PLATE 16d CAD 4" O.C. 8d ® 6" O.C. EDGE NAILING PER SCHEDULE FLOOR JOISTS (PER PLAN) SIMPSON STHD14RJ w/ EDGE NAIL 38-16d SINKERS TO DBL. STUDS FINISH (STRAP LOCATION GRADE00 PER PLAN) (2) #4 BARS TOP o CONTINUOUS I x zILLI #4 ® 16" O.C. VERT------- I Q — ZJ a J @ CENTERLINE OF WALL 100 #4 @ 10 O.C. HORZ. oo m cYi z Q m 10 MIL. 'BLACK' VISQUEEN I _ -� VAPOR BARRIER. Do 48" MAXIMUM IUNYIELDING SOIL UNBALANCED 4" 6" �4T(2)#4 CONT. A EXTERIOR SHEARWALL I I I I s1 @ CRAWL SPACE 3/4"=1'-0" (2) 2x STUDS ®HOEDOWN PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN 2x P.T. MUDSILL w/ ANCHOR BOLTS SIOLLTPLATE TO PER PLAN 12" MIN. AT SIMPSON STHD14 w/ MUDSILL ENDS AND JOINTS, WITH 7" 38-2 1/2x. 148 NAILS MIN. EMBEDMENT. (U.N.O.) TO DBL. STUDS SEE SCHEDULE (STRAP LOCATION (2) LAYERS 15# FELT @ STEM PER PL,�N) WALL TO DEPTH OF JOIST 12d @ 3 O.C. FLOOR JOISTS (PER PLAN) 8d @ 6" O.C. EDGE NAILING PER SCHEDULE TOP FLANG ' FINISHC° HANGER1;7- #4 BARS TOP — o CONTINUOUS '1 Q z v fi16 p C. ERT 4C?NTERLINE OF �D Z J WP LL o 00 Q Y #4 @ 10" O.C. HORZ. I— z m 6 MIL. 'BLACK' VISQUEEN 1°97 VAPOR BARRIER. 1 I ' - — 00 p UNYIELDING SOIL (2)#4 CONT. EXTERIOR SHEARWALL @ CRAWL SPACE 3/4"=1'-0" ONE STUD ® EACH SPLICE (T) SHEARWALL P BOTTOM PLAT PER SCHEDULI EDGE NAILING FLOOR PLYWO JSTS PER PLF PLATE STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. \ DBL. TOP PLATE SPLICE 3/4"=V-0" vvuv v�i i..J SHEARWALL PERPENDICULAR TO FLOOR JOISTS SHEARWALL PE BOTTOM PLATE PER SCHEDULE EDGE NAILING FLOOR PLYWO( JSTS PER PLAI 2x SILL PLATE w/ ANCHOR BOLTS OR EXPANSION BOLTS PER SCHEDULE (2) #4 CONT. (TYP EXPANSION JOINT/ THERMAL BREAK a #4 ® 16" O.C. VERT. #4 @ 10" O.C. HORZ, PLY. EDGE NAILING @ HOLDOWN STUD (2)2x STUDS STHD14 w/ 38-16d SINKERS NAILS STRAP LOCATION PER PLAN EDGE NAILING FINISH 00 GRADE of III —III —III 1 1=1 11=1 11=1 I' x Ld 1 I—ICI—I � I � z < C) II b; I I —I I I —III I J I I 11=1 I I —I II 1- 00 z m STANDARD HOOK(TYP.) 48" MAXIMUM (2)#4 CONT. UNBALAN4" 6" 4" CED E� EXT. SHEARWALL @ SLAB 3/4"=1'-0" FLOOR PLl FLOOR JOIN (PER PLAN SIMPSON H1 EA. END/EA. TRUSS PLY. EDGE NAILING 2x VENT BLK'G. w/ 1Y"0 VENT HOLES (AS REQ'D. PER ARCH.) w/ (2)16d TOE NAILED ® EA. TRUSS/ EA. END EDGE NAILING WALL SHT'G. PER SCHEDULE EXTERIOR WALL PLYWOOD PER SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE EDGE NAILING PLY. SPLICE CONT. RIM EDGE NAILING PLY. PER SCHEDULE JOIST PERP. TO EXT. WALL 3 4 =1 1-0 6" O.C. BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS FLOOR PLYWOOD FLOOR JOIST EDGE NAILING DOUBLE PORTAL FRAME NIv- SHEATHING FILLER IF NEEDED I° 3 1 2"x11 1/4" MIN. HDR. I ° ° ° ° 1 11° ° ° ° ° ° ° i° ° (BUILT—UP, SOLID SAWN, °i ° ° ° ° ° 2400 LB ° LGL, ETC.) °I ° ° ° °� ° ° ° 1° HDR. a o o a—o o—o STRAP o�--- -- u1 FA-- °—°---- u o (MSTA24) II°lo u FASTEN T.PL. TO HDR. W/ 2 ROWS OF 16D SINKERS @3" °I°II �1 I°I° 16D ox. (TYP.) SINKERS 2 ROWS @ 2400 LB HDR. STRAP OPPOSITE SHEATHING 3" o.c. AS SHOWN SEE SECTION A —A TYP. ( ) (TYP.) TYPICAL (MSTA24) POST FRAME .. CONSTRUCITON 1o1io X o11o1i Q 1°1° olioli v FASTEN SHEATHING TO HDR. W/ 8D COMMON °1° NAILS IN 3" GRID PATTERN AS SHOWN AND 3" o.c. 1 I °1°1 11 1.1. IN ALL FRMNG. (STUDS & SILLS) TYP. 0 1°� ---------- °1° ---- ----- a-o a °1°kQ ° -° °—° ° --° FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24 OF MID —HEIGHT. BLOCKING IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT 11 MUST BE STITCH NAILED W 1 ROW OF 16D SINKERS / 11 @ 3 O.C. 1 7/16" MI . THICKNESS 2x FRAMING WOOD STRUCTURAL 3500 LB HOLD DOWN STRAP APPLIED °11°11 °11° PANEL OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION °1° (STHD14) aTo a oTa oTo o - oTo - --- - °iJ° (2) 5/8 DIA. ANCHOR BOLT W/ 7 MIN. ° - °i° - - ° ° I Ia I I I EMBEDMENT @ 8" o.c. & 3"x3"x1/4" PLT. WASHER --�--a ° a � a ° a L--J °-- 16"W x 8"T CONT. 16"W x 8"T CONT. FT'G. 12"x16" CONT. l w/(2) #4 CONT. BAR CONT., (TYP.) w/ (2) #4 BAR CONT., @ TOP & BOTTOM EXTEND TO FAR SIM. DETAIL E/S1 (TYP.) SIM. DETAIL E/S1 FACE OF CONC. HOOK ENDS (TYP.) SECTION A — A FRONT ELEVATION A —A SIDE ELEVATION MIN. LATERAL PANEL 4=1-n BOTTOM PLAT PER SCHEDUL FLOOR PLYWC FLOOR J (PER PL 8d @ 6 ROOF F 2x VEN BLK'G EDGE NAIL PLYWD SCHEDI RAFTERS @ O.C. APSON H2.5 IP @ EA. AFTER EAVE @ STICK -FRAME ROOF 4 =� -n (1)2x STUDS LSL RIM J❑IST @ EA HOLDOWN 0 Li N JOIST PER PLAN EXT. WALL SHEATHING PER SCHEDULE 31 CS16 STRAP/ EDGE NAILING FILL ALL HOLES W/ 8d NAILS PLY. SPLICE EDGE NAILING CONT. RIM 0 N EDGE NAILING (1)2x STUDS EXTERIOR WALL @ HOLDOWN JOIST PARALLEL TO EXT. WALL 3 4"=1'-0" "o.c• EDGE NAIL. 8d @4"o.c. FLOOR PLYWOOD BLOCKING FLOOR JOISTS (PER —PLAN) A35 @ 12"o.c. EDGE NAILING SHEARWALL PER PLAN SHEARWALL PER PLAN 4Li SHEARWALL PARALLEL TO FLOOR J❑ISTS SHEARWALL PERPENDICULAR TO FLOOR J❑ISTS �INT. SHEARWALL TO FLOOR AB V. N.T.S. RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STRAP HOLDOWN AT FLOOR 3/4"=V-0" SEE PLANS FOR # OF HOLD—DOWNS EDGE NAIL. 8d Ca? 4"o.c. EDGE NAILING END RAFTER EDGE NAILING A ZG ., IC" 0. C. _YWOOD SHT'G. RAFTERS PER PLAN E.N. @ (2) SIDE PLYWD. SHEARWALL PER PLAN EXT. SHEARWALL TO ROOF AB V. N.T.S. SHEARWALL SCHEDULE: SW_6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 48"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS ® 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ® 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d CAD 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS ® 16"o.c. PER DETAIL D/S1 2. b. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS @ 16"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d ® 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE 3x OR (2)2x @ ALL FRAMING MEMBERS RECEIVING END NAILING FROM ABUTTING PANELS. TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c. ALL SUPPORTED EDGES: 8d ® 6"o.c. FIELD: 8d ® 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c. ALL SUPPORTED EDGES: 8d ® 6"o.c. FIELD: 8d ® 10"o.c. NOTES: 1. USE 3%3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS @ 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SPECIAL INSPECTION PROGRAM ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE TYPES OF WORK PERIODIC CONTINUOUS COMMENTS SOILS: REF. PROJECT SPECIFICATIONS GRADING, EXCAVATION, & FILL REF. PROJECT SPECIFICATIONS DRILLED PIERS CONCRETE: PLACEMENT OF REINFORCING STEEL BOLTS CAST IN CONCRETE PLACING OF CONCRETE > 2,500 psi SPECIAL CASES: SHEAR WALL NAILING WOOD DIAPHRAGMS ADHESIVE ANCHOR INSTALLATION X PER ICC—ES EVALUATION REPORT EXPANSION BOLT INSTALLATION i 1PER ICC—ES EVALUATION REPORT HOLD DOWNS &STRAPS PER FOOTNOTE #5 SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM & THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE NTH THE APPROVED PERMIT PLANS & SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING OFFICIAL. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, & OTHER DESIGNATED PARITIES IN A TIMELY MANNER. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, & WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS, & THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STATE OF WASHINGTON. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE & EXPOSED UNTIL IT HAS BEEN OBSERVED & INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, & APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS & SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 5. ALL SPECIAL REQUIREMENTS FOR SEISMIC & WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2 & 1704.3.3. It b 0 (3)Z00 � � Q N 0 ) m J Lj �U' - 2 W Y X cD W z L Z� N o M W r� N m V N � (D°° Z (D W 0It W _ 00 N M � N `��aher2aQ, S ` Al 0F WAS// 0 Av9 2 r SS./r)NAIANC� Project Project No. Drawn By Date 08-28-2023 Sheet si 12%18" PLOT = 1/2 SCALE E 0 U N N w of z EDGE NAIL "' " TO STUD STUDS HOLDOWN I,ma,wP► SIMPS❑N CS16 STf FILL ALL HOLES 8d NAILS BEND AROUND BEAM — STRAP HOLDOWN 3/4"=l'—O" SEE PLANS FOR # OF HOLD—DOWNS lvlVLI1 �" JOISTS PER PLAN AT HDR 3/4" T&G PLYWD. SUBFLOOR ON FLOOR JOISTS, GLUE AND NAIL w/ RINGSHANG NAILS 2X BLOCKING / INSUL. PER ARCH.-, TO POST �BEAM / \I I \PLAN PER FND P.T. POST PER 90# FELT N z FND. PLAN FOOTING PER PLAN 5� Z/, MAB15 STRAP OR (2)A35 CLIP 0017 1 10 MIL. BLACK VAPOR BARRIER PER FNDN. PLAN UNDISTURBED SOIL B FOOTING DETAIL TT5 HOLDOWN ,NCHOR FILL ALL OLES w/ 10d AILS 2)2x STUDS :DGE NAILING PLY. ;0 EACH DOUBLE i/8" DIA. THREADED ;OD IN SIMPSON :PDXY-(SET22XP) ADHESIVE SYSTEM OR :QUIV. PER MFG. ,ECOMMENDATION ;ONC. FOUNDATION (MAY BE USED IN LIEU OF MISSED STHD14's SPECIAL INSPECTION REQUIRED) R TYP. H TT5 HOLDOWN 3/4"=1'-0" (WET -SET APPLICATION) HTT5 HOEDOWN 2x6 BLOCKING W/ 16D AT 6"OC ANCHOR FILL ALL HOLES w/ 1Od EDGE NAILING \ NAILS (2)2x STUDS HANGER EACH TRUSS TO LEDGER EDGE NAILING PLY. PREMANUFACTURED ROOF TO EACH DOUBLE TRUSSES PER PLAN STUD ROOF DIAPHRAGM ROOF SHEATHING PER SIMPSON SSTB20 NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES 8d ® 6" O.C. 2x4 BLOCKING, RBC @ 24"o.c. VENT BLOCKS AS REQ'D PER PLAN )NC. FOUNDATION HANGER ' 2x8 LEDGER w/ (3)16d SIMPSON H1i—/ __- @ 16"o.c. EA STUD EA. TRUSS POST CAP PLAN —�/-t�� \— BEAM OR DBL. TOP PLATE POST OR WALL PER PLAN /' \ i TRUSS TO WALL k LEDGER TO WALL 2x8min. LEDGER 16"o.c. EA S 6"o.c. TO 2X CONT. WALL SHE PER SCHEDULE 3/4"=1'-0" ►0ili► f BLOCKING 16D AT 6"OC RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ co U o00 CY) Z Q N � 0 r ) J v m � L0 � W 0 W w z LL N Z oo � c� uJ r I"� O N m `f a N � � a0 z •Fu w o � W _ � M N W co H r__ N r E O U r� TT1� PLO ui O c W m ■ Q � LLI C) Z� LLI QQD ` W U uj Cn � Q uJ C- (D -.1-0 00 00 x x rn lr� �Taherza� jN - OV WASlyr L% z.b r Project Project No. Drawn By Date 08-28-2023 Sheet S2 12%18" PLOT = 1 /2 SCALE m 2. GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf SPRINKLERS 2.0 psf (IF APPLICABLE) FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR & CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20 EARTHQUAKE Ss=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 1,500 psf. (NATURAL SOILS or COMPACTED) SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED & RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED. GEOTECH N I CAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS & SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + 1 % BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1 1 /2" COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1 /2" SLABS & WALLS (INTERIOR FACE) 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST. 17. NON -SHRINK GROUT (3,OOOpsi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STEEL 18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm BOLTS SHALL CONFORM TO ASTM A307(CONNECTION BOLTS A325-N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. STEEL FABRICATION '7ENERAL: 41_1_ WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIE1 NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE 3UILDING INSPECTOR. 21. WELDING: 1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2 SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING & SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 27 29 30 01 32 WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS & STRINGERS DOUGLAS FIR #1 POSTS & TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi [DEFERRED SUBMITTAL] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR MASONRY. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER. AS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO TM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS & ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) & SST3000 (STAINLESS STEEL). 37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c. STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or LICE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. RECEIVED Dec 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ UC) o o rn z_CY) � Q N O �^ VJ -0 c 0 J CU L0 X W LU Z � z L 4- o N � o M W rI� O N m v N °° Z`� a� LO W E w _ co L.L r- ti N E O U r P cn a� r- .M c w m Q U) � LLI Z U O z ZLU � W0 U ` VJ r^ � � LLI l co Lj cc: N > LU (D 00 00 X X �Taherza� jN - OV WWASly % 24 r :* /ONAL'0�Cl r/' fIro r-Pb2tZi` Project Project No. Drawn By Date 08-28-2023 Sheet S3 12%18" PLOT = 1 /2 SCALE