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APPROVED PLN BLD FIR BLD2021-1075+Architectural_Plan+8.3.2021_3.01.35_PM+2337105Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. MAXIMUM E3U I LD I NG HE I GHT ® 45-7.5a' COMPOSITION SHINGLE ROOFING, TYP I GAL 0 " FASCIA GUTTER E 0NUS ROOM P.L. 14 UPPER FLOOR P.L. I VERACGE ORIGINAL G MOTE FL_ASH I NG7 RE01,11 FEMENTS REFER TO ALL FLASHING DETAILS NOTED AND SHOWN ON FOLLOWING FADES. INSTALL OU I GK FLASH, WATERBLOGIG MEMBRANE, BUILDING PAPER, METAL FLASHING, ETG . AS SPEG I F I ED, DETAILED AND AS REOU I RED TO MAINTAIN BUILDING ENVELOPE 08-25-2021 Plan Review: NOTE: Approved with Condition: 1. 13D sprinkler system required due to square footage. (EMC 19.05.020 B 2) Deferred Submittal: 13D sprinkler DFM Burt Approved DFM Chris �u.rt South County Fire Date: 08/25/2021 0 7 W T W Q W T W FIN. FLR. UPPER Ib" FLOOR TRUSSES MAIN FLOOR P.L. T 0 W T _ (X W Q Q - 2 z I Q FIN. FLR. MAIN ® 412.60' E ® 41z.5a' EXTERI OR L I (--HT I 2 PLACES (TYP.) 10 UPPER FLOOR P.L. T w � r w _j T -1 0� K 1 Q v T' 2 W FIN. FLR. UPPER 15" FLOOR TRUSSES \ MAIN FLOOR P.L. - - I - T W J T _j_� oQ J d W Q T � z - FIN. FLR. MAIN - 5/4 X b CS.�J HARD I EPANEL S I D I NS W/ I X2 AT SEAMS AND 2X2 PRE —MADE CORNERS TYP I GAL UNLESS NOTED OTHERWISE HE I GHT OF STRUCTURE 43-7.10' APPROVED BY PLANNING WINDOW O INSTALLATION 4 10 (TYP.) f] 4X OUTLOOKERS WHERE SHOWN Sep 24 2021 2X10 LINER WRAP 5/4XS TRIM ALL SIDES TYP. �=f;kONTON SEE GENERAL NOTES SCALE: 1/4" = I'-0" REAR r=Lr=\/AT 1 ON SEE GENERAL NOTES SCALE: 1/4" = I'-0" (5.G.) PORCH P.L. FIN. FLR. MAIN CULTURED STONE VENEER W/ CONCRETE S 1 LL INSTALL PER MFD. SPECIFICATIONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE 5/4X4 FRONT !� REAR FAG I NG CORNER BOARDS (TYP.) 8-1/4" HARDIEPLANK SIDING WITH 7" REVEAL PROVIDE 8 "X8 " SHEET METAL BACKING AT ALL JOINTS APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE NOTES I. EXTERIOR TRIM DETAILS -5/4"X4" FRONT FAG I NG GORNER BOARDS AT HORIZONTAL SIDING TYP I GAL AND WHERE SHOWN ON THE BUILDING ELEVATIONS UNLESS NOTED OTHERWISE - 5/4" X 5" WINDOW TRIM AT HORIZONTAL SIDING TYP I GAL AND WHERE SHOWN ON THE BUILDING ELEVATIONS UNLESS NOTED OTHERW 1 SE -2" X 2" TRANSITION BETWEEN HORIZONTAL S 1 D I NG AND HARD I EPANEL TYPIGAL AND WHERE SHOWN ON THE BUILDING ELEVATIONS UNLESS NOTED OTHERW 1 SE -EXTERIOR WOOD GLULAM OR SUNWOOD ONLY 2. SIDING -6 "Xh " SHEET METAL PLATE FOR 6-1 /4" SIDING AT ALL JOINTS - 0"XO" SHEET METAL PLATE FOR q-1/4" SIDING AT ALL JOINTS -HARD I EPANEL SMOOTH W/ I X2 AT SEAMS AND 2X2 PRE -MADE GORNERS -SOFFITS FINISHED WITH HARD I EPANEL AT PORGH GE I L I NGS ABD GANTI LEVERED FLOOR AREAS ( IF APPL I GABLE) - I X2 AT HARD I EPANEL SEAMS 5. ROOF -BARGE TO BE 2X10 WHITE WOOD OR EQUAL -PROVIDE KITE BLOGKS AT THE TOP OF ALL GABLE BARGE TRIM TO BE INSTALLED BY THE SLIDER AFTER THE RAKE FLASHING I S INSTALLED. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work NEW SFR Address 8711 240TH ST SW LOT 1 Owner ------------------ ADAMANT .... Approved Date ------------------------------------------ 09/28/2021 Building Official -------------- / &P/A, "ON16 ----------------------------------- Permit Number. --------------------------------------- BLD2021-1075 128-1I REG I5TEREL7 AFZr_H I TEGT STATE OF WASHINGTON vJ U00 M, 00 c� U Q z � U .V N 00 r cn 0 0 00 cy-D O O J v! c) r r 00 PLAN NUMBER —TO5 date : 06-00-21 permit: revisions: drawn by �by: MWJ G%1eGiGed I RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 Written dlmenSlon5 on this drawing shall have prer-adonco ovor Scalod dimenSlonS. Gontar-tor Shall verify all dimen5ion5, r-onditlon5, etr-., pertaining to the work beforo pror-eeding. The Owner must be notified of any varlation5 from the dlmen5ion5 and/or conditions shown on these drawing5. Any Such variation Shall be resolved by the Owner prior to pror-eeding with the work, or the Contractor Shall aGGept full ro5pon5lbllity for the r-oet to rer-tify same. Im UPPER FLOOR P.L. < K _ I �< � lX Q ED ED 11 < W LU � W FIN. FLR. UPPER la" FLOOR TRU55E5 MAIN FLOOR P.L. Y w Y � t� � w r W < z < � n 1h �( n FIN. FLR. MAIN 0 MOTE FL_.A5H I NO REOU I REMEN.TS REFER TO ALL FLASH I NG DETAILS NOTED AND SHOWN ON FOLLOWING FAGES. INSTALL OU I GK FLASH, W,4TERBLOGK MEMBRANE, BUILDING PAPER, METAL FLASH I NG, ETG . A5 SFEG I F I ED, DETA I LED AND A5 REOU I RED TO MAINTAIN BUILDING ENVELOPE (S.c .d Lr=fT r=Lr=\/AT 1 Oil SEE GENERAL NOTES SOALE: 1/4" = I'-O" 4 HOSE BIB IO (TYP.) 1 C�,45 STUB 10 (T1'P.) 10 (T1'P.) UPPER FLOOR P.L. W I -� r W I W FIN. FLR. UPPER la" FLOOR TRUSSES n MAIN FLOOR P.L. Cs.�J M1 R I GHT EELEE\"�T 1 Oil SEE GENERAL NOTES S(f ALE: 1/4" = 1'-0" - FIN. FLR. MAIN I I 12a-71 RECG ISTERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF 1MA5HINOTON V J � U M w � W U H O � U cc U� 00 r 00 C) O J O N 00 PLAN NUMBER -705 date : Oq-05-18 permit: revisions: drawn by �by: MWJ checked S i--i E_ E : T RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 Written dimension5 on this drawing shall haves pr®r-adonco over scaled dimon5lon5. Gontar-tor shall vorify all dimonelon5, r-onditlons, ate., portaining to tho work bofore pror-a®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proc,eeding with the work, or the Contractor shall aGGept full ro5pon5lbllity for the r-o5t to rar-tify same. NOTES: 1. EXPANSION JOINTS -INTERIOR-PROVIDE ZIP STRIP -EXTERIOR-1" MINIMUM V-GROOVE TOOLING EXPANSION JOINT -ASPHALT EMULSION AT PERIMETER' OF SLAB IN G ARAC�E 2. DOUBLE -UP FOUNDATION BOLTS EVERY 12' OR 14' (VERIFY W/ LUMBER COMPANY) S. 26 GA. FLASHING SHOULD EXTEND AT LEAST 4" DOWN OVER GONCRETE FOUNDATION WALL AND 6" ABOVE THE GONGRETE FLAT WORK TO BE POURED TO ALLOW FOR ADEQUATE COUNTER FLASHING OF THE BUILDING PAPER. 4. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS S. ALL WOOD IN GONTAGT WITH GONCRETE SHALL BE PRESSURE TREATED OR GEOAR. 6. PROVIDE SOLID BLOCKING UNDER BEARING WALLS 36X56X8 GONG. PAD MIN. 18" BELOW GRADE- 10" X 10" PLINTH WITH SIMPSOI �l ABE POST BASE TO GRADE I PAD REOU I RED TO MEET — MIN. 18" FROST �� Q i'' DEPTH �Jj(0Q �Q' �� �U 1 UpI �'� r A o A -a I ui N � J I > � I . I � � I U) N 8. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDENT WOOD SHALL BE OF HOT DIPPED C�ALVAN I ZED STEEL, STAINLESS STEEL, S I L I CON, BRONZE, OR COPPER. EXCEPTION- 1/2" DIAMETER OR GREATER STEEL BOLTS '�;i . ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPECTION. (IRC RIOG.1.1) 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON THE PLAN. DOUBLE JOIST UNDER ALL NON -BEARING PARALLEL WALLS. 11. ALL HARDWARE PART NUMBERS ARE "SIMPSON" USE "ZMAX" IF CONTACT WITH PRESSURE TREATED WOOD, EQUIVALENT HARDWARE MAY BE SUBSTITUTED. * * * SHEAR NOTE: SEE SHEET Acf FOR SHEAR WALL 7. PROVIDE 6 M 1 L. V I SOUEEN VAPOR BARRIER W 1 TH LOr AT I ONS, SHEAR NALL 12 " OVERLAP AT SEAMS TO TOP OF FOOTING NAILING SCHEDULE, a DETAILS. THRU-OUT CRAWL SPACE. L 52'-0" OVERALL v VERIFY PI—�" PI—:2" PAD HEIGHT W/ FIELD G MANA ER 2)2X ) (2//�))2X // /^ ,! J� ��J ---------------- '�— I I L J I t I PATIO I I I I SLOPE AWAY FROM THE 4 PER FOOT I F MINIMUM I I I o I I I -- 24" X 24" X b" C-O!n I N� 24UBE ONOTO I I I F -1 I I — — — — — — — — — — — — — — — — — - a --------------- To R` I F 6 MIL. POLYETHYLENE V.B. a I W/ 12" LAP AT SEAMS (BLACK) F- 18" MIN. CLEARANCE-12" 0 BEAMS TALL SIMPSON 0 I a R-SO INSULATION IN JOIST BAYS P OR EOUI�/. POST I TO FTNG. GONN. TYP. J ALL BEAMS TO BE 4X8 HF#2ALL L P.T. HF#2 EI Pco ST5 TO F (4X6 BEAM SP GES) I T 1 1I -1 L-- I I I I I �--------------- I ° ° m F - r--------------- 2) X�� L-- a I Ltd 1'-0 F- -1 I1 1 i -1 I I L J I I o i I F-t-1 ,n I I - FF I 11>'-------------— — — — —�7 I I I \`- pi-all'�� I m F + -1 I (2)2X I * I I L J I I I o I -1 I + J OARAr7E = 4" GONGRETE SLAB SLOPE I 0 4" TO OVERHEAD DOOR I I GRANULAR FILL UNDER GARAGE SLAB I r I PATIO AND GARAGE SLABS TO BE HELD DOWN MIN. OF 6" FROM FINISHED I II I I FLOOR TO E�/ENT WATER PR L J a FROM ENTERING UNDER WALL <; I + PLATES OR EXTERIOR DOORS I 0 I SLAB TO BE I" DOWN IN BAOK I I AND 5" DOWN IN FRONT I I I F -1 I I I I I I—J I I I I I I I I CONT. FOOTING \\ ------- EDGE OF SLAB ° a --------------------- ,----- 2)2x 2)2 (2)2 I I z 5'-4" 52'-0" OVERALL HOLDDOWN SGHEDULE MARK HOLIDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CKNESS/SPEC I ES REOU I RED T- I STHEf )14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MST,�S6 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X 2X STUDS T-4 MSTG48BS (S8)-1 Od HF/SPF T-5 + fDUB-SD52.E (20) SDS I/4" (2) 2X4/2X6 STUDS -7/0" ANr-HOR HF/SPF BOLT X 2-I/2" I I I I I I I I I 8" GONG. FOUNDATION WALL TYP. ® 2-5TORY 18"x6" CONT. GONG. FOOTING T-rP. a 2-5TORY HOLDOWN DIMENSIONS ARE TO ROUGH OPENING TYPICAL I �\ I . I I I I I- I Ia m I I I I I PORCIH 4" GONGRETE SLAB SLOPE AWAY FROM THE HOUSE 1/4" PER FOOT PATIO AND GARAGE SLABS TO BE HELD DOWN MIN. OF 6" FROM FINISHED FLOOR TO PRE\/ENT WATER FROM ENTERING UNDER WALL PLATES OR EXTERIOR DOORS A -�I f0UNO T 1 Oil f=LA%N SEE GENERAL NOTES SCALE: 1/4" = I'-O" 12871 \\I REGISTERED ARCH I TEGT MICH L YNE JOHNSON STATE OF WA5HINGTON 00 00 00 RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 oc 0 V J O �T� G� Q U � U u Q � � x N1 O O Written dimension5 on this drawing shall haves pr®r-adonco over scaled d1mon5lon5. Gontar-tor Shall vorify all dimon5lon5, r-onditlons, otr-., pertaining to tho work before pror-a®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proc,eeding with the work, or the Contractor Shall aGGept full responsibility for the r-o5t to rer-tify Same. A A'"1 NOTE5: 1. 5/4'X4'Xg' TAG-7 OSB SUB -FLOOR GLUED W 1 TH RA I NBUSTER OR EOU I VALENT AND NA I LED WITH RING SHANK NAILS AND SCREW ALL FLOORS PRIOR TO FINISH FLOORING 2. PROVIOE LOUVERED VENTS AT CR,4WLSPAC-E. PROVIDE MINIMUM ONE SF NET FREE VENT AREA PER SOO SOFT OF UNDER FLOOR AREA WITH VENTS LOCATED TO PROVIDE GROSS VENTILATION. WHERE POSSIBLE, ONE VENT SHOULD BE LOr-ATEO LESS THAN 5'-0" FROM EACCH CORNER OF THE BUILDING. S. D I MENS 1 ON TO JOIST CENTERLINE UNLESS NOTED OTHERWISE FOUNZ?ATION VENT GALGULATION 1505 501JARE FEET = 4.55 SOFT REOU I RED 500 TYP. /ENT= .54 SOFT PER VENT 15 VENTS REOU I RED �3/4" Tff r� 3 K 8') A _q FAIN TL.00R fRA� I NC-.7 FL.AN 12871 \\I REGISTERED ARCH I TEGT MICH L YNE JOHNSON STATE OF WA5HINGTON00 00 RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 VJ M 0 w � W Q U u � � x Mi O O O >J O N 00 PLAN NUMBER �05 date: oq-o5-18 permit: revisions: drawn by �by: MWJ G%1PGiGPd SEE GENERAL NOTES SCALE: 1/4" = I'-O" Written dlmonsion5 on this drawing shall haves precedence over Scaled dimen5lon5. Contactor shall verify all dlmon51on5, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimen51on5 and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full re5pon5lbllity for the cost to rectify same. .10^A A -a J XJ `l 0 0 U) NOTE FLASHING-7 REOU I REMENTs REFER TO ALL FLASHING DETAILS NOTED AND SHOWN ON FOLLOWING PAGES. INSTALL OU I CK FLASH, WATERBLOCK MEMBRANE, BUILDING PAPER, METAL FLASHING, ETC. AS SPECIFIED, DETA I LED AND AS REOU I RED TO MAINTAIN BUILDING ENVELOPE 52'-O" OVER,4LL 8080 SLIDING 6050 PIG. 6050 Plr.. W/ 6016 XO W/ r5ole, XO B W. BLW (2)2x (2)2x I - III .0 0 X Q- GO ERED (3 P T I O In fQ GREAT I I I 111 NOTE: ALL EXTERIOR WALLS NOT GALLED AS i- SPEC I F I G SHEAR WALLS ARE TO III I 1 r 1 I BE NAILED AT III I I I I I I o ii iooM i ►', i E-1 Z I III I I 6 11 I � III I �\v 1 0o�o O I I 1 iG I TCHEN III PAIR (2)2X 2668 2 -8 -7 -6 1 O11ov S.D. I 1 110v S.D. z Q 0 oP l(1 x DEN/ O -1 REF GUEST N i L 00 m p i 0. Z Z �0� �nm oo r(�'N PANTRr 7 \ PH/TV 10 (TYP.) 7 GAS STUB 10 TYP. HOSE B 1 E T CU LEG. PUMP (2)2X loT HEAT 10'-l0" DETECTOR 3" STEEL BOLLARD UP TO 50' MINIMUM G�4R�.GE r _ _ _ _ _ _ _LINE OF O.H_DOOR_ I IN UPRIGHT POSITION I I I I I I I I I I I I I I I I 16' X 8' DOOR 1 LINE OF WALL ABOVE NOTES: LEGEND: GARAGE NOTES: FIREPLACE NOTE: ALL EXTERIOR WARM WALLS TO BE BEARING WALL I 5/8" TYPE X GWB AT CEILING ONLY '0' CLEARANCE FIREPLACE W/ 2 X 6 STUDS ® 16'' O.G. TYPICAL. IF LIVING SPACE ABOVE. 1/2" GWB DIRECT VENT BEARING ABOVE MIN. AT WALLS FACTORY BUILT FIREPLACE SHALL ALL HEADERS TO BE 4X10 DF#2 2. INSULATE ALL WARM WALLS AND BE INSTALLED PER MANUFACTURER'S UNLESS NOTED OTHERWISE. FLOOR LINE ABOVE CEILING. SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED H 2 X 6 FUR —OUT HEADERS TO MATH WALLS. PT. LO.11 B POINT LOAD AOVE I ABV. 1 5/0" TYPE "X" GWB MULTIPLE 2x STUDS HEATING NOTES: TO ROOF SHEATHING SOLID BLOCKING UNDER ALL BEARING POINT LOAD i WALLS. + INSTALL PER FIREPLACES e STOVES MUST BE EXTERIOR DOOR SMOKE DETECTOR O D.O.E. APPROVED ff BE TESTED, -SEAL UNDER ALL EXTERIOR DOORS WITH IIOV INTERGONNEGTED W/ BATTERY BACK-UP. + 185PLAT FOR88 i GERTIFIED $ LABELED AS SUITABLE BTYL FLEX OR EQUAL PER IRG 514 OF 2 LAYERS FOR USE DURING A FIRST STAGE -HOLD UP EXTERIOR DOORS MIN. I/2" AFF 3/4" PLYWOOD BURN BAN. W/ PRESSURE TREATED PLYWOOD. ALL O CARBON MONOXIDE DETECTOR (I LAYER IF PLATFORM I DOORS EXCEPT SLIDER PER IRG 315 1 S ON SLAB) + SEE HEATING NOTES SHEAR NOTE: GAB I NET NOTE EXHAUST FANS LARGER THAN 50GFM MAY BE i CONNECTED TO 4" SMOOTH WALL VENT PIPE CABINETS ARE SHOWN FOR OPTIONAL NOTES: SEE SHEET A�i FOR SHEAR WALL IF RUNS DO NOT EXCEED 20' IN LENGTH. RAISE ALL PILOTS, BURNERS LOCATIONS, SHEAR WALL THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' INFORMATIONAL PURPOSES AND SWITCHES +18" MINIMUM NAILING SCHEDULE, ff DETAILS. ONLY. ACTUAL CABINETS ABOVE SLAB. COMBUSTION AIR REQUIRED FOR ALL MAY \/ARY FROM PLAN. — -1- — —' FUEL BURNING APPLIANCES PLEASE SEE CABINET PAGE Follow requirements set2018 I WSEC FOR MORE DETAIL _________� PI '-5 52'-0" OVERALL 246a CRAWL AGGESS 30X 22' INSULATE AND WEATHERSTRIP 0 BATH _ ® 50 o mU)0S FA 1A�n VT I — m i�� B/SHWR 0 2'-4" IIO'1A 5'-0" .B. M I�TYPICAL IO WINDOW INSTALLATION HOSE BIB W/ SPRINKLER "I" N (L Nl� tL 3Z= �K-1 Z z MAY 2'-10 10 5'_ _O D PORCH P1-:2 2650 SET BOTTOM (2)2X PIG. OF WINDOW 2076 (S.G.) 4'-I" A.F.F. PIG. MAIN I 5aUAi;;,E MAI1Nl LIVI1NlA EA 1505 L)F =F_57-,' L I V I NO AREA 1855 TOTAL L I V 11N1C� Ai�F-A 5140 r7AfzPA(S E Af;PF—A 40�i GOV�R�D FA710 1-75 WIDTI—F �2'—O" D�i=T Hai 1-0 II /641-0 11 FOR ALL WALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR WALL - GA FILE NO. WP 810G- FIRE TEST WP 5510 (UL R3501-41, -4b, UL DESIGN U30q) EXTERIOR SIDE: BASE LAYER 5/5" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4(6) STUDS 16" O.G. WITH 1-5/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND -7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" GEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 5-1/2" UNFAGED GLASS FIBE FRICTION FIT IN STUD SPACES INTERIOR SIDE: ONE LAYER 5/b" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd GOATEO NAILS, 1--I/5" LONG, O.Ogl5" SHANG, 1/4" HEADS, -!" O.G. (LOAD BEARING) UNDER SIDE: BASE LAYER 5/5" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO JOISTS 16" O.G. WITH 1-3/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND i" O.G. FACE LAYER OF 1/4" GEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE JOISTS. �0 A -9 a HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPEC I ES REOU I RED T—I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-1601 (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)—IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)— I Od HF/SPF T-5 HDUB—SDS2.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -7/,5" ANCHOR X 2-1/2" HF/SPF BOLT MAXIMUM ENCROACHMENT INTO 5' BSBL IS la" INCLUDING TRIM, FINISHED, EAVES AND OVERHANGS SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER PER R514 IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOK I NG APPL I ANGE. IONIZATION SMOKE ALARMS WITH AN ALARM S I LENG I NG SW TGH SHALL NOT BE INSTALLED LESS THAN 10' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPL I ANGE. PHOTO ELEGTRIG SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE PER R314 I �OO f=L SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 12871 \\I REGISTERED ARCH I TEGT IMIGH L YN STATE OF WA5HINGTON VJ U M 00 O Ir I',I 00 G1 I� Q 1�u ^ U O U U ' U� N L �Ln u U � � x 00 0 0 oc O J V J O N 00 PLAN NUMBER date: oq-o5-18 permit: revisions: drawn by �by: MWJ GheG�ced SHE=E=T RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 Written dlmonslons on this drawing shall haves precedence over scaled dimensions. contactor shall verify all dlmen5ion5, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any voriatlon5 from the dimenslon5 and/or conditions shown On these drawings. Any such vorlotion shall be re5olved by the Owner prior to proceeding with the work, or the contractor shall accept full re5pon5lbllity for the cost to rectify same. DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE NSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRC SECTION 502.12. USE 1/2" INCH GYPSUM WALLBOARD OR 5/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE ND I GATED. SEAL ALL GAPS AND HOLES TO PRE\/ENT THE SPREAD OF HOT GASSES AND SMOKE DIVIDE INTO APPROX EQUAL AREAS SHEAR WALL PER SHEAR WALL GALGULATIONS � SHEAR WALL IF SIMPSON STRAP PER PLAN NAIL PER NAIL BOTTOM SIMPSON I PLATE TO TOP TRUSS CHORD SPECIFICATIONS I BELOW PER SHEAR NALL SCHEDULE — � T—� � � T— T— � � Jj T 18" FLOOR TRUSS SHEAR WALL PRO\/ I DE 4XI2 BLOGKING TO HANG OFF 4X6 TRUSS CHORDS L L KITH CONGEALED FLANGE HANGERS NHERE MST 45 STRAPS GOME FROM SHEAR NALL ABOVE %I SH3=AR WNALL AT OUTSIDE WALL RIM FLOOR TRUSS (NOT SHONN) PER TRUSS MANUFACTURER NAIL SHEATHING AT RIM LOGATION5 PER SHEAR NALL GALLOUT OF THE UPPER FLOOR PRO\/IDE FOR 2X4 \/ERTIGAL BLOGIGING AT 4" AT RIM TRUSS OPEN NEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PRO\/IDED 4X6 GHORDS AT TRUSS ENDS NHERE THERE IS TO BE AN MST48 STRAP A-6 (TRU553=5 PERPEND I GULAR) NO SCALE SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL O SIMPSON STRAP PER PLAN NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD SIMPSON SPEC I F I GATI ONS BELON PER SHEAR NALL SCHEDULE FLOOR TRUSS PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PRO\/IDED 4X6 CHORDS AT M5T48 STRAP LOCATIONS FOR NAILING THE STRAPS r I Imo" FI nnR TRUSS II SHEAR WALL AT STACKED WALL NOTES: 5/4" T$G OSB (4' X 8') (0 n GIRDER TRUSS I � II II I X>w II LL _ c0�� II �m> m0< G516 STRAP ES OF BEAM V TYP I GAL AT BEAM TO NALL/POST / \ GONNEGTIONS � 4X10 � Jam+ �F 2 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS ® IZ" O.G. STAGGERED TO ATTAGH MEMBERS. NAILING IS TO OGGUR AT THE FAGS OF THE STUD xm �J iL LQ�N 0 #XLL I M L) F� \/ERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD FRUSS AND OFFSET LAYOUT 70 MISS DRAINS IF NEEDED A-6 4X10 4X10 DF#2 OF#2 18 OPEN WEB TRUSSES ® 24" O.G. DESIGNED BY TRUSS MFG. U.N.O. _A TRUSS © SHEAR WALL ABA/. Ja+ X IL R I (V 10# Q J C 4110 AA 10i I I I I I I I I I I_ m d)< X� I I I I I I I IN -c C) i I�1 I I I I I I I ��4• j 4' I I I I I I I I I I I I I I * I I I GB-2 5-1/8" X 18" G.L.B. 24F-\/4 r I G'-O" LONG- F 1 ELD VERIFY WALL HEIGHT PRIOR TO FRAMING oSX 1. 5/4" X 4' X 8' T a G OSB SUB -FLOOR GLUED WITH RA I NBUSTER OR EOU I VALENT AND NA I LED WITH RING SHANK. SCREW ALL FLOORS PRIOR TO INSTALLING FINISH FLOOR 1 NG 2. ALL HEADERS TO BE 4X10 DF#2 U.N.O. 5. ALL PSL BEAMS TO BE 2.OE PAizALLAM G I iRDER� TRU S W Q I I I 1 0 I I I I I I I I II I O cv 4X10 4X10J� I 4X10 I X Q OF# D #2 +6 DF#2 ` O ## X IL of �# IQ x d) PJ n J > m0� i, Pfo 4X I O <c' DF#2 R SD ti A -9 1287I \\I REGISTERED ARCH I TEGT IMICH L YN STATE OF WA5HINGTON U M m O 00 �T� G\ O U f N •00 U CA � � x 00 cn 0 0 00 O O >J O N 00 PLAN NUMBER date: oq-o�-18 permit: revisions: drawn by �by: MWJ GheG�ced SHE=E=T RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 A-6 (TRUSSES PARALLEL) NO SCALE SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Written dimension5 on this drawing shall haves pr®r-adonco over scaled dimon5lon5. Gontar-tor shall vorify all dimonelon5, r-onditions, ate., portaining to tho work bofore pror-a®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proc,eeding with the work, or the Contractor shall aGGept full responsibility for the r-o5t to rar-tify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (g) 16" O.G. TYPICAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERW 1 SE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES 52'-O" OVERALL 8040 XOX EGRES5q1-61, 16 6 IO PI TYPICAL 0 W I NOON INSTALLATION NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEC I F I G SHEAR WALLS ARE TO BE NAILED AT PI-G" O O IIII ° IIII ,00 IIII zm N� ° MASTER !Il IIII BATH 0 IIII �'-lo" 2468 MASTER N 50 BEDROOM 0 0 LINE OF GFM � 50 OUTSI DE AN NALLFAN d) W NBELOW iJa LLLJJJm < xi. z 06c l x o 2X12 ® _ fy ® BOR T.B. TYP. 0 - � � I I 7468 OPNC�. --- PAS --- i SITTING L — — ] L — 01 OPT FAu (Y ROOM \ L W J LyT0 J (V IL N I W LAUNDRY - 0 V J'n WHOLE 150 � PC FAN P N ® 2868 [n = 0- N q) I I i(� PI-4" \/TOIQ N � 00 Ilov S.D. I 1 x u� J n � o O I BEDROOM T� W 0 = W 6 q) X BEDROOM I THREE !n TWO I < W <wU) - 0 _ - 5'-O" I I - Ilov 5.0. 5068 Ilov s.D. B.F. PC N = 2668-------- � LINEN PAS 1 60X5I � TUB/SH W R N V JVLL Ilov S.D. DOWN BATH o N (L u' ��D 1-7 m 2 0 N 0 T_ ® So RISERS -_ GFM 0 ------------- FA I-I/2" T O O WALL cV 106 i0 OPNC�. CUR El -IN WALL ND STAIR 2X6 WALL FOR - I P S z E30AR -------- az� v_ I v S.D. f9 X zio < O 0 5068 (N IL N B.F. -10" 51_81, BONUS i ROOM I BEDROOM N N < FOUR q'-7" CEILING = I I a�<< II � LINE OUTSIDE 0 BELOW 0 m I I - NC II I s LEGEND: BEARING WALL — BEARING ABO\/E FLOOR LINE ABOVE PT. LD. ABV. POINT LOAD ABOVE . t MULTIPLE 2x STUDS POINT LOAD SMOKE DETECTOR ® IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER I RG S 14 0 CARBON MONOXIDE DETECTOR PER RG 515 GAB 1 NET NOTE: GAB 1 NETS ARE SHOWN FOR INFORMATIONAL FURPOSES ONLY. AGTUAL GAB I NETS MAY \/ARY FROM FLAN. FLEASE SEE GAB I NET PAGE FOR MORE DETAIL * * * SHEAR NOTE: SEE SHEET Aci FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. PI-6" PI-6" 2650 2050 2650 2650 A� P I . W/ G MT. W/ PIC, W/ FIG. E=-C�Rff=55 2616 2016 26 6 6050 XO TR N. T AN. TR N. 6 41-011'41-011 IZ - 52'-0" OVERALL NOTE FLASHING-,; F;,:E0U 1 F7-,)EMENTS REFER TO ALL FLASHING DETAILS NOTED AND SHOWN ON FOLLOWING PAGES. INSTALL OU I GK FLASH, WATERBLOGK MEMBRANE, BUILDING PAPER, METAL FLASHING, ETG . AS SFEG I F I ED, DETAILED AND AS REOU I RED TO MAINTAIN BUILDING ENVELOPE HOLDDOWN SGHEDULE MARK HOLIDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T- I STHO 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X 2X ST DS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HDUB-SOS2.5 (20) SDS 1/4'' (2) 2X4/2X6 STUDS Wes" ANCHOR X 2-I/2" HF/SPF BOLT BLD2021-1075 GUARDS GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW FOR PASSAGE OF A 4" INCH DIAMETER SPHERE GUARDS TO RESIST 200 LB CONCENTRATED LOAD APPLIED IN ANY DIRECTION SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER PER RSI4 Uf=i=r=R f1-00R i=`L/4N SEE GENERAL NOTES SCALE: 1/4" = I'-O" 12871 \\I RE6,I5TERED ARCH I TEGT MIGH L YNE JOHNSON STATE OF A5HINGTON W VJ r` U c� O ATV 00 U O ( U U� N �L u U � � x 00 N1 0 0 0 J I� O N 00 PLAN NUMBER -705 date,-: Oq-05-18 permit: revisions: drawn by MWJ GheG�ced by: SHE=E=T Rh@§1M1RD Auk IRM21 CITY O DMONDS DEVELOSIVE N? OfQJ0S DI VI25100ifM€NT SERVICES DEPARTMENT BLD2021-1075 Written dimension5 on this drawing shall haves pr®r-adonco over scaled dimon5lon5. Gontar-tor shall vorify all dimonelon5, r-onditlons, ate., portaining to tho work bofore pror-a®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proc,eeding with the work, or the Contractor shall aGGept full ro5pon5lbllity for the r-o5t to rar-tify same. EAVE PROTECTION PER IRG R502.1 IF EAVES ARE WITHIN 5' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES 1 STANGE RATING IS REQUIRED IF THERE ARE BIRD BLOGKING VENTS OR GABLE END VENTS. IF THERE I S SOLID E3LOGK 1 NG AND NO VENTS, THEN THE FIRE RES I STANGE RATING GAN E3E REDUGED TO ZERO HOURS. AF50 ROOF \/ENT LOCATIONS PER PLAN SOLID BIRD BLOCK I NG AT WALLS 5' OR LESS FROM THE PROP. LINE TRUSSES PER PLAN 2X& EXTERIOR 6 1NALL ONE HOUR EAVE DETAIL ( IF PLAN REQU I RES) NOTES: 1. INSTALL 0016VENTED BIRD BLOGK I NG ONLY WHERE WALL 15 MORE THAN 5' FROM THE PROPERY LINE 2. INSTALL GORAVENT OR EQUAL RIDGE VENTS WHEREEVER POSSIBLE 5. INSTALL AF50'5 TO CODE WHERE VENTED RIDGE CANNOT E3E INSTALLED. 4. E3ARGE TRIM TO DE 2X10 WHITE WOOD UNLESS NOTED OTHERWISE ON THE E3U I LD I NG ELEVATIONS 5. \/ENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLOWED NHEN THF= EXTERIOR WALL IS 5 FEET OR LESS FROM THE PROPERTY LINE OR NHEN THE EA\/E OR O\/ERHANG IS LESS THAN 5 FEET FROM THE PROP. LINE 6. ALL HEADERS TO E3E 4X8 1::)F#2 U.N.O. 7. ALL SAWN LUMBER TO BE DF#2 U.N.O. 8. ALL PSL TO E3E 2.E PARALLAM ci. ALL G.L.B. TO BE 24F—V4 10. IF TWO DIFFERENT ROOF P I TGHES MEET AT A GORNER ON A HIP ROOF, MAKE THE STEEPER PITGH THE SHORTER OF THE TWO OVERHANGS (MIN. 12'') TO PLANE THE OUT. 1 1 . PROVIDE TRUSS ENGINEERING ON S 1 TE AND ALL REQU I RED E3RAG I NG GOMPLETE FOR FRAMING INSPECTION. ROOF VENTING CALCULATION (ROOF OVER UPPER LEVEL) I q I O SOFT AREA SOO = 6.56 50FT REQU I RED (6.56) X (50916) = 5.18 150FT MIN. REQU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 Q) SCREENED HOLES PROV I D I NCB 6.28 50. IN. (.044 50FT) PER BLOCK. APPROXIMATELY 15 VENTED BLOCKS = .66 5OFT PROVIDED AF50 ROOF VENTS (0.54 SOFT) PER VENT 8 VENTS PROVIDED = 2.72 SOFT PROVIDED (6.56) X (505?o)= 5.18 50FT MIN. REQUIRED WITHIN 5' OF THE RIDGE CONTINUOUS RI DC�E VENT 15 15.5 50. IN. (.Oq4 50FT) PER LF PROVIDE 51.5 LF AT RIDGE= 2.q6 50FT PROVIDED AF50 ROOF VENTS (0.54 SOFT) PER VENT 2 VENTS PROVIDED = .68 SOFT PROVIDED HIP JACKS 0 24" O.G. LATERAL NOTE: IL ALL ROOF EATH I N (C AT ON PANEL CUES AND ALONG ='PORTINC� TRUSSES AFTERS O.G. a LACE — NO HANGS AL -ILINC� IS ROOM ED AREA) .GIGS O.G. 12871 \\I REGISTERED ARCH I TEGT MICH L YNE JOHNSON STATE OF WA5HINGTON 00 00 00 RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 V J c� U u � � x Mi O O O >J O N r M� w PLAN NUMBER �O� date: oq-o�-18 permit: revisions: drawn by �by: MWJ G%1PGiGPd TOTAL VENT AREA PROVIDED = -7.02 50 FT SEE GENERAL NOTES SCALE: 1/4" = I'—O" 201 g NASH I NG-7TON STATE ENERC-2"r GODS arEG71ON 14h%-14h% SEE GENERAL NOTES SCALE: 1/4" = 1'-0" s+-+r=AfP--, ^ALL SGHr==�ULr= PE1? 2018 I BG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS GLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 8 NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGING SILL OPTIONAL BA5E HEM FIR #2 7/I6" TOP BTM. A35 BLKG. MARK PLATE SIMP50N MA5AP PLATE VALUE PLYWD. EDGES FIELD PLATES ANGHOR5 REG2'D. ANGHOR BOLTS ANGHOR5 NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" (9 48" (D 45" S ENDS (2) 16d (9 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" @ 32" ® 30" 8 ENDS (2) 16d @ 7" 34q PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" ® 24" (g 24" 4 ENDS (2) 16d ® 5" 450 PI-2" 8d 2" 12" 2" 12" O.G. 3x4 5/4" ® 24" (D 18" 4 ENDS (2) 16d ® 5" 585 P24b" 8d 6" 12" 6" 10" O.G. 3x4 5/8" 9 24" N/A (2) 16d (9 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. 3x4 5/4" (9 20" N/A (3) 16d � 5 " 700 P2-3" 8d 3" 12" 3" 8" O.G. 3x4 3/4" (9 16" N/A (4) 16d @) 5" a00 P2-2" 8d 2" 12" 2" 8" O.G. 3x4 3/4" @ 12" N/A (4) 16d @ 4" 1170 **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 8 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBG 2018, TABLE 2506.5.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING 15 SPEGIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SOUARE WASHERS AT ALL ANCHOR BOLTS. 7/I6" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES (g 15 6A. STAPLES (g 14 6A. STAPLES cg 3" O.G. - 250 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD SPAGING: 12" O.G. NAILS ff STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHD14 OR USP STAD14 SIMPSON MST36 OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD-7B OR USP TDXIO (7/8" ANGHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 2411 EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) PER PLAN 2x TOP PLATE HEADER EXTEND TO END WALLS (5) #4 VERTIGAL5 II #4 HORIZ. ® _ 12" O.G. I GO STEMNG. WALL GONT. FOOTING STORM SYSTEM NAIL SHEATHING TO HEADER ® 2" O.G. B.W. (2) 2x STUDS CONNECT PLYWOOD W/ bd NAILS ® 2" O.G. TO ALL STUDS, PLATES 6 HEADERS APA RATED SHTG. %" MIN. 24/0 EXP. I 5THD14 WOOD TO GONGRETE GONNEGTORS OR EQUAL I - Bx PLATE OR 2-2X NAIL SHEATHING TO EACH PLATE A.B. W/ 3"XB"XI/4" PLATE WASHER O ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR 77//711--6 INSIDE OF GARAGE PLAN VIEW OP CONCRETE STEM WALL I LATERAL RESTRAINT PANEL A-G SEE GENERAL NOTES NO SCALE r- T 0 w I < Q 10 55E5 !U r o< iTL I NE -O -iTL I NE .0 TRUSS OVER S.W. TO HAVE BLOCKING AT A55 CLIPS 24" O.G. *ALL CLIMATE ZONES (TABLE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGG 0.25 (PRESCRIPTIVE 0.50 NR R-4G R-21 R-50 10/15 R-21+TB R-10, 2 FEET *TABLE 406.3- ENERGY GRED I TS (SINGLE PAM I LY) TH15 PLAN REaUIRE5 6 GREDIT5 SINGE IT 15 OVER 1500 5aUARE FEET AND UNDER 5000 SQUARE FEET OPTION GRED 1 T HEATING OPTION 2 HEAT PUMP (ELECTRIC) 1.0 ENERGY PRESCRI PTI \/E COMPLIANCE 15 BASED .5 OPTION ON TABLE R402.1.1 KITH THE FOLLOWING 1.S MODIFICATIONS: \/ERT I GAL FENESTRATION U = 0.28 FLOOR R-55 SLAB ON GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB OR GOMPL I ANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUGTI\/E UA BY 596 ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 OPTION WITH A MINIMUM HSPF OF 11.0 3.5 ENERGY H\/AC EOU I PMENT AND ASSOCIATED DUCT 1.0 OPTION SYSTEMS) INSTALLATION SHALL COMPLY 4.2 WITH THE REQUIREMENTS OF SECTION R4030.1. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWLSPACES 15 NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUGTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT GOMBUST I ON HEATING WITH AFUE LESS THAN 80916 15 NOT PERMITTED UNDER TH 1 S OPTION. ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0 OPTION THE FOLLOWING: ELECTRIC HEAT PUMP 5.5 WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S AD\/ANCED WATER HEATING SPEGIFIGATION TOTAL 6.0 GREO I TS IOd ® 4" O.G. - ROOF SHEATHING TO TOP GHORD TRUSS. PLYWOOD ROOF SHEATHING TRUSSES PER PLAN GONTI NUE SHEAR WALL TO ROOF SHEAR WALL PER SCHEDULE SHF-AR WNALL F ARALLEL TO TRUSS NO SCALE SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL SIMPSON MSTC48B5 STRAF� PER PLAN NAIL PER NAIL BOTTOM SIMPSON PLATE TO TOP TRUSS CHORD SPECIFICATIONS I BELOW PER SHEAR WALL SCHEDULE 18" FLOOR TRUSS PROV I F 4X6 TRUSS CHORD WHERE MSTC48B3 STRAPS COME FROM SHEAR WALL ABOVE 4 SHEAR WALL AT i=LOOR TRUSSES (TRUSSES f=ARALLEL) NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE ad ® 6" O.G. 2X BLKG. W/ I6d — ® b" O.G. $ VENT HOLES (RIP BLK'GJ OVERHANG 4 L9 FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. HI ANCHOR . 24" O.G. TYPICAL TYP. SHEARJNALL TO ROOF CONNECTION NO SCALE 125-i I REG 1 STEREL7 ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON VJ � U M w j71 U O� U w v Do 00 M 00 r 0 >J O N r r M� W PLAN NUMBER -705 dote,: Oq-05-18 permit: revisions: drawn by MWJ checked by: RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. 3) 12" WATERBLOCK NAIL ON FLA5HIN6 1) ELECTRICAL JUNCTION BOX 5) WATERBLOCK 25 MIL 2) 12" WATERBLOCK WATERPROOF FLASHING NAIL ON FLASHING 4) 1 LAYER 60 MINUTE BUILDING 2) QUICKFLA5H ELECTRIC MEMBRANE TO SEAL HEAD FLASHING PAPER OVER FLA5HIN6 PANEL FLA5HIN6 PANEL I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE 7) WATERBLOGK 25 MIL 1) QUICKFLA5H PLUMBING TO CREATE 5HIN6LE EFFECT PAPER ON TOP OF FLASHING BUILDING PAPER 0OR FLASHING PANEL BEHIND FLA5HIN6 WATERPROOF FLASHING UGH 5) INSTALL WOOD OR STONE BLOCK MEMBRANE TO SEAL JAMB NIN 3) 1 LAYER 60 MINUTE (TO MATCH SIDING MATERIAL) COLUMN OR WALL FRAMING SIDING NOTES: FLASHING BUILDING PAPER OVER FLA5HIN6 SUPPORT WITH BEVELED EDGE 1) METAL FLA5HIN65 PANEL TO CREATE 5HIN6LE FOR L16HT FIXTURE OR OUTLET METAL WATERTABLE/SILL SIDING AT TOP BETWEEN TRIM EFFECT O �l FLA5HIN6 f AND DOOR 2) NO GAULKIN6 \ STAPLE ONLY THIS AREA I" X 4) INSTALL KD CEDAR PREDRILL BETWEEN DOOR FRAME WIDTH OF DOOR BLOCK SUPPORT WITH AND TRIM BEVELED EDGE 3) CAULK AT 51DIN6 1) 12" WATERBLOCK NAIL ON AND TRIM ONLY FLASHING 0 ` 2X WOOD TRIM OUT AT 4) DOOR TRIM TO BE 20 BACK BEVEL OR 5/4x UNLE55 NOTED 5) 1 LAYER 60 MINUTE y STONE LEDGE T.B.D. FIELD VERIFY DETAIL OTHERWISE AT 2) 1 LAYER 60 MINUTE BUILDING PAPER UNDERNEATH ` 3) I LAYER 60 MINUTE (WOOD 5) DECK APPLICATION SEE TYPICAL DETAIL DOOR FLANGE AT TOP ND 4) SLIDING GLASS DOOR SIDES OF DOOR. RUN PAPER PREDRILL BOTTOM SIDE OF FLASHING PANEL ` BUILDING PAPER UNDERNEATH BOTTOM SIDE OF FLASHING PANEL WOOD DETAIL 56D200 INGLUDIN6 POLYURETHANE UNDER FLANGE AT BOTTOM OF CAULK BEHIND DOOR FLANGE 5) PLUMBER INSTALL FROST 6) WATERMIL DOOR AT TOP AND SIDES (SECURE FREE HOSE BIB b) INSTALL SIDING WOOD DETAIL I LAYER 60 MINUTE WATERPROOFOOF F FLASS HING DOOR WITH NAILS PER BUILDING PAPER MEMBRANE OVER DOOR MANUFAGTURER'5 5PEG5) BEHIND FLA5HIN6 FLANGE AND HOLD BACK .2" FROM DOOR FRAME ELEGTR I GAL 130X FLASH I NCB PANEL V�ATERTA13LE/SILL FLASHING S I D I NC; SL I D I NCB GLASS DOOR 1=LUMS I NG FLASH I NCB PANEL � NO SCALE 4 NO SCALE NO SCALE 2 NO SCALE 2) QUICK FLASH PLUMBING FLASHING 51DING 4) 1 LAYER 60 MINUTE PANEL BUILDING PAPER OVER I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE FLASHING PANEL TO -- PAPER ON TOP OF FLASHING BUILDING PAPER CREATE 5HIN6LE EFFECT 2) 26 6A. 6AL.. SHEET METAL VENT BEHIND FLASHING COVER INCLUDING CAULK BEHIND FLANGE COLUMN OR WALL FRAMING 5) INSTALL KD CEDAR AT TOP AND SIDES (SECURE VENT COVER 1) DECK FLASHING BLOCK SUPPORT WITH WITH NAILS) METAL WATERTABLE/511-L NOTCHED AT DOORWAY BEVELED EDGE 1) PIPE OR WIRE FLASHING 51DING PENETRATION ?„ 1) 12" WATERBLOCK 10 0 NAIL ON FLASHING DOOR OPENING PREDRILL SLOPE TO DRAIN 2X WOOD TRIM GUT AT 20 BACK BEVEL OR V.I. . STONE LEDGE OR O COURSE BRICK T.B.D. FIELD VERIFY 3/4"' 1)" PT CDX PLYWOOD BEHIND BRICK COLUMN VENEER 5) 1 LAYER 150 BUILDING PAPER MINUTE BRICK OR STONE AND STONE VENEERS NOTE, 6) INSTALL SIDING UNDERNEATH BOTTOM SIDE 2) 1 LAYER 60 MINUTE BUILDING PAPER OUT BOTTOM FLANGE TO CLEAR DECK OF FLASHING PANEL 3) INSTALL WIRE LATH BEHIND CULTURED STONE VENEERS, SINGLE LAYER IN FIELD SURFACE PRIOR TO INSTALLATION 2) DOOR PAN 5) DRILL HOLE FOR PIPE 4) WATERO25 MIL 3) I LAYER 60 MINUTE BUILDING PAPER. DOUBLE LAYER AT CORNERS F WATERPROOF OF FLASHING STOP PAPER AT FLANGE AT TOP AND MEMBRANE OVER FLANGE AND SIDES OF FLANGE. RUN PAPER UNDER HOLD BACK �" FROM VENT COVER WATERBLOCK NAIL ON FLASHING AT BOTTOM OF VENT COVER SL I D I NCG GLASS DOOR V�A7ERTA5LE/SILL FLASH I NCG w/5R1 GK VENEER DECK GOAT 1 NG APPL 1 GAT 1 ONS PLUM81 NG/K RE FLASHING PANELS VENT (fO\/F-R FLASHING NO SCALE NO SCALE NO SCALE NO SCALE 3) 12" WATERBLOCK NAIL 2) 12" WATERBLOGK ON FLASHING 3) 12" WATERBLOCK NAIL ON FLA5HIN6 8) NAIL ON FLASHING WATERBLOGK 4) 12" WATERBLOGK NAIL 25 MIL ON FLASHING WATERPROOF -7) WATERBLOGK 25 MIL \ FLASHING WINDOW MEMBRANE WATERPROOF FLASHING ROUGH TO SEAL MEMBRANE TO SEAL \ OPENING 0 HEAD JAMB FLASHING SHEATHING DOOR OPENING FLASHING I LAYER 60 \ \ \ MINUTE BUILDING PAPER X I LAYER 60 MINUTE Q BUILDING PAPER - \ \ STAPLE ONLY THI5 AREA I" X BUILDING PAPER 5HIN6LED \ WIDTH OF WINDOW NOTES: \ SEALANT I cv �_ 6 � OVER 3x5 FLASHING I" CLEAR AIR SPACE 1) 2 METAL FLA5HING5 AT TOP BETWEEN TRIM \ 1) 12" WATERBLOCK I , _ _ \ I100 ROOF TO WALL VENTING AND WINDOW NAIL ON FLASHING 2) NO GAULKIN6 WATER TIGHT �I , ` �� 056 ROOF SHEATHING OVER BETWEEN WINDOW DIVERTER 1 SEAMS (TYP) { 1 II ° � 2x4 RAFTERS 24" O.G. I) 12" WATERBLOGK FRAME AND TRIM I 3 �'� TYPICAL VENT BLOCK WITH NAIL ON FLASHING 3) CAULK AT SIDING 5) I LAYER 60 MINUTE 50REEN OVER HOLES AND TRIM ONLY BUILDING PAPER. STOP PAPER AT WINDOW OUT FASCIA J 2) DOOR PAN 4) WINDOW TRIM TO BE 5/4 FLANGE AT TOP AND APPROX. 2" SIDES OF WINDOW. RUN TO ALLOW KICKOUT FLASHING PAPER UNDER FOR 1�" CLEAR AIR SPACE 6) WATERBLOGK 25 MIL 4) WINDOW INGLUDIN6 FLA5HIN6 AT BOTTOM CONTINUOUS 510IN6 PER ELEVATION WATERPROOF FLASHING POLYURETHANE CAULK OF WINDOW INSTALLATION MEMBRANE OVER BEHIND WINDOW FLANGE OF WRB AND WINDOW FLANGE AND AT TOP AND SIDES 511?IN6 NOTE: 5) INSTALL DOOR 6) METAL Z FLASHING AT HOLD BACK �" FROM (SECURE WINDOW WITH GUTTER NOT SHOWN FOR CLARITY HEAD. I LAYER 60 MINUTE WINDOW FRAME NAILS PER BUILDING PAPER MANUFACTURER'S SPECS) SK NG 1 NG DOOR K NDOV� FLASHING K 1 GKOUT FLASHING F 1 REPLACE ROOF VENT 1 LAT 1 ON � NO SCALE 10 NO SCALE II 12 NO 50ALE NO SCALE �71 REG I5TERED ARCH I TEGT MIGH EL N YNE JOHNSON STATE OF V4ASHINGTONuu RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 U� W r !1 V J � N oO M u 1-1 ` V M � G1 E O W � o U� W Z M 0 0 O J r� V J vJ 0 N r r O� PRE W I RE PRE W I RE SPEAKER SPEAKER \ 1� �'A I 'N r-L00f;k CLAN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" F-LF-GTf;P, I GAL LF-CGF-ND : ELEC,7RIGAL NOTES: I. INSTALLATION OF BOTH PHONE AND TV SHALL PROVIDE ALL OUTLETS TO BE RUN AS HOME RUNS WITH ALL WIRES TERMINATING AT A SINGLE JUNCTION LOCATION IN EITHER THE HOUSE/UNIT OR GARAGE 2. PHONE/TV-GAT 5-ROUGH IN ONLY, GABLE COMPANY PROVIDES TRIM 5. RANGE TO BE W I RED FOR 220v 4. FAN SIZES: POWDER ROOM-50 C iFM WITH 50 MINUTE CRANK TIMER BATHROOMS-50 GFM FAN/L I GHT COMBO WITH 60 MINUTE DRANK TIMER UTILITY ROOM- 150 GFM WITH 24 HOUR PROGRAMMABLE TIMER 5. PROVIDE 200 AMP C I RGU I T BREAKER PANEL Uf=f=Em.�R r-LOOR FLAN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 110 DOORBELL DOOR JAMB SW I TGH 110 VOLT WALL GON\/EN I ENGE OUTLET O LOW VOLTAGE LIGHTS TYPICAL AT ALL CLOSETS n THERMOSTAT AT I O VOLT WALL CONVE I N I ENGE OUTLET I I O VOLT SMOKE �II .F.I. W 1 TH GROUND FAULT I NNTERUPTOR O HEAT LAMP O DETECTOR I NTERGONNEGTED FLOOD LIGHT 220 VOLT WALL CONVENIENCE OUTLET Roll UNDERWATER LIGHT 110 VOLT WEATHERPROOF OUTLET WITH GAP O° GABLE OUTLET GAS OUTLET ❑O RECESSED LIGHT FIXTURE COMPUTER G I RGU I T 110 VOLT SPLIT W I RED GONVEN I ENGE OUTLET D I REGTI ONAL RECESSED ® I I O OR 220 VOLT SPECIAL PURPOSE OUTLET LIGHT FIXTURE O TELEPHONE, �$ T.V. GABLE FLUORESCENT LIGHT SURFACE MOUNTED STRIP FIXTURE ® TELEPHONE OUTLET GE I L I NG MOUNTED LIGHT FIXTURE ® /TO F=ANG.F.M. FAN SINGLE POLE SWITCH (VENT TO OUTSIDE) PENDANT LIGHT FIXTURE PEUD. SINGLE POLE SW I TGH Dirt. WITH DIMMER DEVICE WALL MOUNTED LIGHT FIXTURE (OR 5GONGE) s THREE WAY SW I TGH WALL MOUNTED LIGHT FIXTURE WITH P.C. PULL CHORD 4 FOUR WAY SW I TGH GE I L I NG FAN PRE -WIRE 12e5-7 I REG I5TERED ARCH I TEGT MICH L YNE JOHNSON STATE OF A5HINGTON W VJ U M 0 0 w � W � U H to U f N •oo U � � x 00 0 0 00 � O >J O N 00 PLAN NUMBER -7O5 date: oq-05-18 permit: revisions: drawn by MWJ GheGked by: SHEEEHT I RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075 Viritten dimensions on this drawing shall have precedence over scaled dlmenslons. Gontactor shall verify all dlmenslons, conditlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmenslons and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d ® 6"O.G. EDGE 2x P.T. SILL — ad (P 12" O.G. FIELD (7/16" OSB AGX PLYWD (9 EVES) 24" CARDBOARD BAFFLE MIN. 15# UNDERLAYMENT ALLOW FOR I" AIRSPACE NAIL 6" EDGE, 12" FIELD MIN. EXTEND 12" ABOVE WITH 8d NAILS, U.N.O. INSULATION. X d Q — O I SOLID SHEATHING OR GDX PLYWD. - WHERE EXPOSED N TO WEATHER n nnnnn TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 FIN. ELR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" -/(," OSB. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. S I D I N6, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. ELR. z_- 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEMn' FIN. GRADE TO SLOPE AWAY FROM BUILDING % z_ a x \/ v ° �O , a 4"(P PERF. FOOTING DRAIN TILE W/ CLOTH COVER 8 GRANULAR COVER AS REO'D. BY SOIL CONDITIONS 5/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS I) 48" o.c. NO LESS THAN 02" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. m ° #4 REBAR @ 16" O.G. HORIZONTAL HANDRAIL: r 6RIP 1i4" - 2" PROJECTION FROM a WALL NO LESS ° #4 REBAR ® 48" O.G. VERTICAL THAN 1%2". a 3" MIN. GLR. TYP. #4 REBAR OPEN RAIL: W "J" BAR OPEN SPACE BETWEEN PICKETS SHALL BE ALL FOOTINGS TO BEAR ON LESS THAN 4" CLEAR � BEARING SOIL - APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. in SEE ROOF FRAMING PLAN i FOR SPACING 5717 10UNL7)A710N SETA I L 2 . m INSULATE PER WSEG 6 50ALE: N.T.5. 1- Y AN67 AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN OR FLOOR TRUSSES i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER (P WALLS AND GEILIN65 1- V I NCB AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS e"X 10" ANCHOR BOLT W/ 3"X3"X 4 " PLATE WASHERS @ 48" o.c. NO LESS THAN 42" ff NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. -1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 3/4" T�6 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" ED6E, 12" FIELD W/ IOd NAILS. SHEAR 1NALL PER PLAN DOUBLE STUD ® EACH. STRAP EDGE RIM JOIST MST48 a CENTERLINE OF RIM JOIST PONY WALL (2) 2X4'S a 16" O.G. OR (1) 2X6 a 16"0 .G. MIN. -7/16" PANEL SHTCG. BLOGIGED EDGES Oda 6" O.G. ® EDGES 8d® 12" O.G. IN FIELD OR SHEARWALL NAILING PER PLAN HOLOOWN PER SHEARWALL..SGHED. GRADE 11 �X= II X tY s 1 4" T$ C-� FLR. SHTG. -FLOOR JOIST PER PLAN A.B. a FI7TN. PER TYP. OETA I L 4 PON*yoo ^ALL =SETA I L 6 SCALE: N.T.S. INSULATE PER WSEG., 485 MAX. GR L.cJ� G UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE . 1 SEE FOUNDATION PLAN FOR BEAM SIZE POST SIZE / SPAGIN6 oO# FELT 6 MIL. POLY VAPOR BARRIER (Yi ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL rj­� TYP I GAL ^ALL SECT I 0N5 C� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING ERG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" H6AM10 POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a a 2X4 STOP — 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) 0 57A 1 R DETA 1 L- 71'P 1 GAL C� I SCALE: N.T.S. ° a 4" GONG 4" GRAM NOSING HANGER 3-2x 12 STRINGERS Q W 2X4 BLOGKIN6 Z (FIRE5TOP) F I REBLOGKS �O STAIR NOTES: RISER HEI6HT = 7-5/4" MAX. TREAD DEPTH = 10'' MIN. NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBC.-2018 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on fob site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and monufocturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. L1. TJI products to be installed per manufacturer's installation guide and approved reports. IO.All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip Galvonze (ASTM A125 for connectors and ASTM153 for fasteners and anchors. 11. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 56" from a window opening. CLIMATIC, AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DECAY: SL 16HT TO MODERATE WINTER DESIGN TEMP: 260 IGESHIELD REQUIRED: YES FLOOD HAZARDS: 2005 I GG2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 46 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) OL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5/2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2018 IBG STEEL PER 2018 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(I), Rb02.10 WIND: 85 MPH SEISMIC: ZONE - DI V = see design Galculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUOLA5 FIR #2 6" BEAM: fv = 85 fb = 815 PSI E = 1,600,000 4 POST: DOUOLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 8 STUDS: fv = 75 fb = b50 PSI E = 1,500,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = l,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: Tff 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL a ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/16" FOOTING FOR: 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 125 fl 1 \ REGISTERED I\I PRGHITEGT MIGI-I EL YNE JOHNSON STATE OF 1^L45HINGTON F--�-I r !1 V J N � N UH M 00 O o � z U� 00 J m c c r (ail 0 < tul vJ���^^ N r 4 VI date : 03-03-21 permit: revisions: drawn to RO checked by: SHEET 6 I RECEIVED Aug 09 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1075