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APPROVED BLD-PLN BLD2019-1553 ARCH PLANSE— Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020132. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. I I DFM17 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE --- Zone ---IRS- -- , Corner .- -- ; N-: Flag - Y Setbacks: Required Actual North 10 50 South 10 16.7 East 10 10 10 17.4 West 25 24.5 Height City O Edmonds Building Department ----------- --- ork NEW SFR dress 8�51 184TH ST SW caner HOY I ----12I08 proved Date 2020--------- ilding Official rmit Number BLI I2019-1553 j------------------.-. I I I 10.00'' ' FOUND CASED CONC. MON. W/ 1-1 /2 " BRASS DISK & "X ". DOWN 0.65'. VISITED 3-13-19. ELEVATION 358.51 1 6 N 88042_� � E— 1-34 — — x x — — x \ WOOD F NCE 101.31 ° 20"/ 30.0 F \26" l 344 F 16" C 10 I F C TED VAplA R CE I 15,602 34 " -� 2" �_------� _ ��— -----� 2o�B.S.B�./270418001 I 4.0 C � 0 3 F 0„ � - 1�` I C 44.15 2 " 1 1 1 \ - I KAH GOVE ED TIO i O I \ 30" I o ROCKERY I� cc I I I I I \ I I I i30.00 \ I - 347.5 l \ o \ I 12„ 30 x 20 o I ��10 B.S.B. _ ACCESS EASEMENT N I \ I 30.00' FOUND REBAR NO CAP 0.4'(S) OF CALC'D I 20' POSITION I I N 88038'51 " E 131.42' 30" HIGH BLOCK WALL \ i 18" �16 F \�W x� 6' APPROVED BY PLANNING o I Dec 07 2020 I I HE I O H T xl GAL-GUL-AT10NS 3800 A = 344.75 B = 343.5 G = 345.85 s D = 547.5 W I IM x I 00 AVE. C6RADE = 545.4 AGTUAL HEIGHT = 36q.q MAX. HE 16HT = 370.4 TREE L EC57E 1D : I ND I GATES TREE 28 » TO BE REMOVED F INDICATES TREE 12 " TO BE RETAINED F L-OT GOVERAOE BY STRUCTURE: LOT AREA 35% ALLOWED: MAIN FLOOR GARAGE W/ STAIRCASE ADU GOVERED ENTRIES GOVERED PATIO TOTAL LOT GOVERAG E BY STRUGTURE: 15602 SF 5460 SF 2246 SF 8q5 SF 7q5 SF q0 SF 255 SF 4261 SF < 5460 SF MFERV I OUS GOVERAC�E ROOF OVERHANGS 48g4 SF PATIOS, STOOPS, a WALKS 67q SF DRIVEWAY 2301 SF TOTAL -7874 SF OWNER: 6RE6 HOY SITE ADDRESS: XXX 184TH ST. SW EDMONDS, WA PARGEL# : 27041500103800 ZONING : RS-10 VERITIGAL DATUM: NAVD 55 (184TH C��'�i �'libL"`i,iT`k;!!i`�v` nyi',,,�1-%iv �'I'V � . ST. �i - TEE f=L./g�§N N f TEE �4 Co, NORTH SEE GENERAL NOTES 5C,ALE: I" = 10'-0" A F . AND -1 0M '�'` STATrO W<<<(ViNCAI•ON A .wran.,...4 t` r ^ V J � N N OF _ � V J �a E S Di NCz &0 K K �l x LU 4-3 N 0 i date: oq-o�-IG permit: rev15i01'15: -7-Z4-Z0 City chi. 10-6-20 remove garbage and re I or-ated heat pump drawn by: AM checked by: MRA oF= RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. MOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHANIGAL, AND ELEGTRIGAL. 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD 5I0IN6 AND WALL FRAMING LESS THAN 2" ABOVE GONGRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPIGAL NOTES. -7. 5.6. = SAFETY GLASS 5. ALL GON5TRUGTION PER APPLIGABLE GODES AND ORDINANCES. 2015 IRG, UPG, WSEG, UFG. 11. VERIFY ALL DIMENSIONS ON JOB SITE. BRING 0I5GREPANGIE5 TO THE ATTENTION OF OWNER/ AND/OR DESIGNER. 10.OWNER WILL VERIFY WINDOW SIZES AND MANUFAGTURER(S) WITH FRAMER BEFORE START OF GONSTRUGTION. II. ONE WINDOW PER BEDROOM SHALL MEET EGRESS GORE. 12. SKYLIGHT 6LAZIN6 PER I.R.G. 2015. STUGGO FINISH PER MFG. SPECS w17H I X2 TOP TRIM 10" EXPOSED BE\/ELED HORIZONTAL SIDING ON 15# FELT ON wALL SHEATH I NG — STANDING SEAM METAL ROOF'I NCG Iw- A I I SOUTH EELE\/A71 ON SEE NOTES SGALF-: 1/4" = 1'-0" �� a0� i �0 001 e ®■ me lli . 9 Sr=GT 1 ON 15-15 SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0" MAX. HE I GHT AT 5-70.4' -------------- AGTUAL HE I GHT AT I UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN ELE\/. 547' A\/E. GR,41:;>E AT 545_41 � SGQUAi;;Z.F- FOOTAG�S: MAIN FLAN 224G SF L)Ff=Ei;;,' FLOOR, FLAN 843 Sf SOUT STD I i�G�s� 84 S� TOTAL MAIN f;PES 1 DENGE 51-75 Sf A.D.U. C-�Af; W,AGE I I - - -- -----------� ---- I I ---346 - _------L - ---------------- - - I I ----------------------------� --- — ---- --------------- -----------1�-------------------------------------�L------------------LI—� ---844 LINE OF FOUNDATION SEE GENEi;;;,AL NOTES SCALE: 1 /4" = 1 '-O" -t�f 5 SF 8 I 1 Sf UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L FIN_FLR. MAIN Im 544 542 540 1373 REGIST -1IED 1C E T i ' 111 STATE is r 11 R. ANDERSON OF WASHING, TON C /1 v i 00 N o0 W Ln 6 00 V U o O z�� u EI C C/- �� � LU pC O L NN oho � N W L Z 6 n` W v (� v� V M v M fn O �1 O ^ tu X X 0 L date: Oq-05-1q permit: revisions: -7-24-20 Gity �h�. drawn by : AM I O � A45 RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE ONNER 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. f NORTH �L��/�TION SF—F— GF—NF—i;--,AL N07F—s E)C ALF—: 1 /4'' = 1 '—O'' II ------- ---------------------------------- - ——_—_—_—_—_—_—_—_—_—_—_ —_— — — — — — — — — —----- — — -------------- — — — — — — — — — — — — — — — — - EEA57 EELE\/A71 ON SEE GF—NF— SAL N07F—S SGALF—: 1 /4'' = 1 '—O'' PER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L FIN. FLR. MAIN 1� 550 548 546 544 542 540 FLOOR P.L_ =LR. UPPER FLOOR F.L. =LR. MAIN 1373 REGIST -1IED 1C E T ' 111 l R. ANDERSON STATE OF WASHING, TON UD o N rT1 _ `n 6 T 1 1 L 1_ cn 00 V o �U O Zv u C/D E Vrr ^— J �� L J f�i � L4.-L � 610 W NN oho � N W L z 6 v V�� W � 0 S X tu X v X 0 L date: Oq-05-lq permit: revisions: -7-24-20 Gity �h. drawn by: AM T,RA OF::: RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 F ENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER5GALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR GONDITION5 SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL L RESPONSIBILITY FOR THE G05T TO REGTIFY SAME. ii ----------------- 11 -------------- --------------------------- souT� �L���,Tiou SEE GENEf;RAL NOTES Sr -,ALE: 1 /4" = 1 '-O" t=Ci I I C;IN G—G UPPER FLOOR P.L_ � FIN. FLR.. UPPER- - MAIN FLOOR P.L. FIN. FLR. MAIN UPPER FLOOR F.L. FIN. f=Lf;?.. UPPER- - MAIN FLOOR P.L. FIN. FLR. MAIN SEA C�EIVERAL fdOTF-S SCALE: I/4" = I'-O" 544 54:2 540 1373 REGIST -[�ED 1G E T 'I�lll I R ANDERSON STATE OF WASHINGT011 N N r T 1 _ `n � T Ill . f rn I °�° � N I V . o vN W U 0� E � L:E L p�0 W oho N W 'L W � .ln S O �1 O X ' X xv '\ L date,-: Oq-OE3—Iq permit: revisions: -7-24-20 City chk. drawn by: AM checked by: !E-:� �-4 E--:::: E-::::T of::::::: A45 RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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 CONDITIONSARL&nohlRESOLVED BY THE OWNER PRIOR O PROCEEDING WITH THE WORK, OR THE GONTRAGTOR SHALL ACCEPT FULL RESPONSIBILITY FORTHE COST TO RECTIFY SAME. Imo'-10" -6" I. 4'-2" f! 20'-O" I r 0 ' �%, 4, D 6) uly GoviEteiEa PATIO 4" GONG. SLAB ON 4" GRAVEL FILL ON COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL ® 18" O.G. MAX. 8" FND. WALL ALONG TH 1 S WALL 16"X-7" FOOTING ALONG THIS WALL D.S. 0, �I II >1D.S. O 3017 GONG. STOOP I I—FI D.S. — _ Door BLOCK- UT (0!(i I N aK 0� a �t X# ��� I_- Z w XN 8" FND. WALL p LAUNDRY �- m AT TWO STORY m 16"X i" FOOTING Z!: Lu T I / AT TWO STORY IJLmJZ z-1 w < s] i\ I TCHEN 0 I NI 1 IL o I - �m � � w� --61LW -- U1 i0J V/ I,_< I cj _ 0 <mWJ -- ri �r- 0 I 0 I w k o � 0 0) IL m L MU IJLm<z -1 0 RO M 0�W1 I�� m z�I MICR LAM B.W. ABV. < C P� cv m ro � DRM j �l 0 � O \ BA RI ER �1�� I 0 �� �' m �t mz�� z � —LI m �LL°0 I ��I m m L_ — m� 4 GONG. SLAB ON W I 4" GRANULAR BED OON TAMPED C-GRADE J� -1< —CONTINUOUS FOOTING —EDGE OF SLAB LI — — — — pi-6 " o.s. N o < PI-611--X:1� II / -- P1EM.3 Ds - Qyn I � � pII I133X II 1�� MEM. I 3X MEM. o O�j'�aOIL 0 R.O. _ �I'-5" �'-G" R.O. = q'-5 m �i I'-10 z 000 L/ �w m I b"x24" J 10 m PAGE �m<z O�w2 1� i I� ACCESS INSUL. 4 Q � y WEATHER 2 STRIP G _ � I V - _ o I C::2E T C ININ. I.-O�m 0 ��w o -- wm<z z�wI -- <3:1 --,r L Icj 0 N -- X1L - — O �(Q����� �t �l�l TWO 1 3/4" X II 7 _ I ROLAMS 40 — -- N D.S. O 3 1/2" X II 7/5" PARALL M 3 1/2" X II 7/5" PARALLAM PI-611 0 I m MASTER - BATH I � I = m �I (V I D.S. O I I I I I I I I I I G01/�R�a I I PATIO 4"" GONG. SLAB ON 46vRAVEL FILL ON COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL ® I " O.G. MAX. O PIL`FII i �� N 0 �# ' Xw mz �- x >L `� Q to CL w GOVERE �£ALTRY PO H L z 4" GONG. SL B ON 4" GRAVEL COMPACT E I LL ON RTH z lu E SLOPE 1/4"/F #4 STUB STE L z ® 151, O.G. MAX. 0 �— �t 9) \�\01 7 IFF J O D.S. 0 I z w 0 --10 �r z�_w$ <�� 0 .C� O M LU 18"X6" SCREENED \1�J 1 FOUNDATION VENTS _ X 23 PROVIDED m m dm� 7w IJLmJz Q _ = Z�Wz W.I.G. m ro Grp CIL J 'W.GI. (V N � Bl �t �t II 7/8 TJI S (230 SERIES) AT 16" O.G. TYPICAL < T UNLESS NOTED OTHERWISE �T eL�ITE l 6" FND. WALL JAT ONE STORY or 12"X6" FOOTING - W l'i x AT ONE STORY 1L m 77 O D.S. �0 m d STRUCTURAL OX& WD POST EXTEND TO FOOTING PLYWOOD ON FLR JSTS. 4X8 DF#2 HUSG40 HANGER GBSQ66-SD52 FOOTING PER PLAN GB BASE GONEGTION SCALE: N.T.S 18"X6" SCREENED FOUNDATION VENTS 8 PROVIDED 18"x24" HANG FLR. JSTS. WITH SIMPSON GRWL. METAL JSTS. �\I SPACE HANGERS IIL/ \III ACCESS I NSUL. It W R w STRIP JILI I < W to I-z � -I wuW m�T X� J m 0 d m� w �0� z Op z I m J (!) 4X8 GRANLSPA E — - PI- 3X ME 6 MIL. BLACK VAPOR BARRIER TO TOP OFF G.7 W/ 12" LAP ® ALL SEA S PATIO I IL 4x4 P.T. POST (4x6 ® B AM 4" GONG. SLAB ON 4" GRAVEL FILL ON SPLICES) ON qO# FELT ON I— _ SLODPE GT4 RTH 18/18/12 GONG. PAD, T1rF UNLESS OTHERWISE NOTED #4 STUB STEEL ® 15" O.G. MAX. 3'- 4'-6" 4X8 I— - DF#2 HANG FLR. JSTS. IT WITH S1MF50N METAL JSTS. HANGERS TAB I L FND. WALL EH Y PORCH AT ONE STOR 4" ONC. SLAB ON 4" RAVEL FILL-13 t 12"X6" FOOTIN COMPACT EARTH SL PE 1/4"/FT. AT ONE STORY #4 TUB STEEL ® I " O.G. MAX. - — HANG FLR. JSTS. WI H SIMPSON - — M A GERSS Un ® I D.S.O O D.S 0 I N �0 m �=OUNI:;)AT 1 ON FLOOD PLAIN I�IO7F-s AN]� LF-G I�lI� ON SHEF-T A8 7373 REGIST RED 1G E T ' 111 STATE 1 Y. ANDERIS OF WASHING, ON TON r ^ V J 0 N W _ Ln T T- 00 U U o — oCo � N W L z 6 V 1 O �1 O v ^ tu X X 0 date: Oq-05-Iq permit: revisions: -7-24-20 City �h�. drawn by: AM Chef ed by: T,R A O � RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C�ENEi;Z,'AL NOTES SCALE: 1 /4" = 1'-0" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR GONDITIONS RESOLVED BY THE OWNER PRIOR O PROGEEDINO WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPON51BILITY FO THE COST TO REGTIFY SAME. d) 5q'-6" Al cl 2b 4'-2 " 2'-6 " 6'-6" I -Z" 8'-IO" �'-O" 6'-6" 6'--71, 6046 XOX 5026 FXD 5026 FXD -7626 FXD PRO\/I D FOR M KE-UP GONG AIR R BL WER sTooP —� PI-6° H.B. PI_6 PI-6 w ` l 01 I � o-��� o- v I I I I GR1NL " I HEAT G NTINU US eJJli ( 0P UU� +� I I I I SPACE PUMP I P� WHOLE H SE I N_- 6 C GFM FA VT I I I I I AGGESS NSUL. $ Ll 1 W/ ON/OFF ® }� (o SHOP I I I I ` gf=—AT � + R I q \ I G NTROLS l" 6 6" (V INTAKE DUCT �' I GONG L L L 1 — — — �+ I F M FURNACE p_ I _'-4" LAUNDRY _ I O E3ID R 1 OA�AO _ z TILE (�iIXGPT I� lLln 4'-2" - N O _ = ai �0 Q 2'� �✓ �0 LENG+ I I 4XIO 2'-6" BARN {-FEAT LECILDGE I I I+OOiGS n m ABA/. P.L. N — —Do REGISTER !� LINE OF DOOR IN LINE OF DOOR IN 01 UPRIGHT POSITION UPRIGHT POSITION UP GLGO T. MUD 0 +6 BATH uP ROOM s00 17R sGSG X I I I — — — TILE FAN bbbb HDWD 1 5�8 �i PI_ PI_/ 11+� MIN , + (> � I I I SGSG 0 O = ® VTO HEA — — — -- I N M GFM X - I MI � TANKLESS MIN FAN OVENS — — — — — I J ��+� ® G I I HWT �� O Q j INS MIN. "�� I I I 1 = � f 1 0 - SINK THREE PANTRY I lL= PDRM X K O W/ DISP. GABINETS IQOi ' p HDWD n I I I �I D.W. LF1-6" WF - I I I I 1L --- n OQ0 � ° — FIN � � — — Q 11- p IXj '� 0 m � L-I L-I �`� L-I O N sP. REF. m N p iG I TG+-�l�l I�� " k o o-o I ✓ I �> �0 G080 OH. DR. (p aobo OH. DR. ' X HDWD 26 W U�� I (J�/y�+l i I— — — — — — — — — — — -- H.B. GOOKTOP p�+ N p W V.T.O. �+ - - - - - - - o I < 1 TG H EE N �, n/ 100 GFM �i p ii �I �� BIS) 4X1 DF AT P.L. - p �� Bls) 4X12 DF#2 P. p �� -6 PIR Q OPENI G '� HDWD W � 0 L'nL O O N I I- I-6 �\ �X E EXTEND INTO ADJAGEN�>� I- I-� EXTESDE TRO AD- AG NT I- I E FOR AIR I ISO GFM O1 V SH AR ALLS X MEM. X EM. - I RANGE Q c0 w 0� = __ — GLG. HT. +6 I W GONTINUOUS -1 _ W I �` !I-m 0 I 11- WHOLE HOUSE I O O llI IP - IY I Q� �0 50 GFM FAN VTO I Q z I Q +6 '-0" X q'-O" 4'_0" q'-O" '-O" W/ ON/OFF CONTROLS N � — — — — — — — — — — � 6ROMNFURNADEGT S— I/8—" X 18" GLB 24F AB P.L. — N �01 I Q z6'-O' II I W 0 IL — — ____ __� __�_ DAY �� 6 �X� _ _ IIII 1 0 `) B6) 6X16 OF-L #1 AT P.L. ,y+ PER I2'-7"+ - � 0 ROOM Z �0 � 0 0 ly � Q FRIDGE GLG. H . Q- I X HDW]D N N -I - p X IIII 4'-6"-IdD" 4 _O 2, ,5 1 t Z IL m m X = =IIII I I V_ Irl_ XIIi ICI — — — — — — — I Q I z z 1 "x24" X N G = m l l l l 0 �+ I I RWL. a A I a 2 5 - - 0 J IIII o t-IINI-SPLIT I CX PAGE _ +6 p HEATSYSTEM �0 _I - 0 a 0 PAT I O 1�0 U1 COVERED �� — Q ip _1 m p IIII In PATIO (N 0 1 0 0 J IA SULs4 --- 1 X N _ 1 Q GONG 0 IIL W TRIPER N L�(1 (N In L� 6 \ !X 0 0 c0 I zlb w I I 2+� 1 ,�a PI-4° 26 0 6 I = I�� 0 ��N_jI I s.D 1 x p IL I # I _ >- dJ l (V C7�.T >00 ?� Q OI GENTRY] I �(L 4+ D I N I I� C-v FOYE p 1 I PORCH p �y���� HIGH GEILINc HDW17 HD D X 01 i GONG QO �0 _ — E36) &X16 I7F-L #1 AT P.L. X N < I PR Aso= `l GTI VE +(o — — - p I 2680 &\S oq Q � I = I S G OQ = d r q I m 1 � x s NI I z o I-� _� '_� _q x 4 pp I I _6 4 _6 4 _O (N 01L� d) I I W m 1 X_ X. PATIO C X X I +`° 0 \,,XOQ� m cv 0 iL� EB�OXpj Q� — — — — — — — — — J OOKSHELVES BOOKSHLVES �J O IZ'-O" 0 �(o TO q'-O" HEIGHT TO G'-O' HEIGHT-� ---------------- — — — — — — — — — -� �w ELONGATED aO" N \iJ 1 — — — — — — — GAS FIREPLAGE — — — — — — — - n W/ T.V. ABV. m " +(D H.B. Q N PI-6 O O P�-6 ---- F6no ,�F no ��Qp 1 (LNILI(1 m 0 MASTER m BATH V = p <� TILE oQ0 1�fASTF_i� SUITS o�'� I +(ooQ� O �ILIND 2'-6" BARN m GPT Z p Q � NL� DOOR FAN -- Z —� 0 - &I VTO J MO (:-,FM- X N O Q L-M p jL� Lr SLOPED (� I �i'0 N lei �N6- p V� a0 ®FAN VTO O �N - I Q GFM MI I N oX NL� (o TILE I m� ______ 0 m a�n I I PI-6" I 5'-o" DEGIG CEDAR 5'-6" L -7'-4" 5q'-6 40601 XO EGRETS -7'-O" W < n X �+ r 0 #� ol tA t--1 I L1' R00t%-1 o I G01/ERED ENTRY GPT � � � Q 0 PORCH [L �< I BUILT IN DIRECT ENT GA BUILT IN nI !� GAB I NET F.P. GAB I NET — — ��� PI_411 04 J'q 26.26 FXD 2626 FXD BEAM AM:) CONNECTION NOTES: 2'18" q'_8" 2'-8" ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS S'-O" I5'-0" I' " OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM IS AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAMS TO WALL GONNEGTIONS ARE TO USE G5I6 COLUMN/POST NOTES: STRAPS FROM BEAM TO THE 5UPPORTIN6 STUD/POSTS ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR FOR 0 - 5000# USE 2-2X6 STITCH NAILED APPROVED HANGERS. THE GONTRAGTOR IS TO VERIFY OR 3-2X4 STITCH NAILED PRIOR TO GONSTRUGTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS FOR 5000# - 10000# USE 3-2X6 STITCH NAILED USE GSI6 (F STRAPS FOR 5PLIGED BEAM GONNEGTIONS 4-2X4 STITCH NAILED (AT SUPPORTING POSTS) (FOR LOADS UNDER-(000#) LEGENn: HEADER NOTES: INTERIOR BEARING WALL IIA MULTIPLE 2x STUDS U.N.O. PI-6" INDICATE5 SHEAR WALL REFER TO SCHEDULE ON SHEET LI PT. ^� POINT LOAD ABOVE ABv. O SMOKE DETECTOR IIOV I NTERGONNEGTED W\ BATTERY BACK-UP. O GARBON MONOXIDE DETEGTOR I NTERGONNEGTED W\ BATTERY BAGK-UP. 56 SAFETY GLASS VTO VENT TO OUTSIDE ® FAN - VENT TO OUTSIDE 50 GFM MINIMUM PLATE LINE. "AT P.L." MEANS THAT TOP OF BEAM 15 AT PLATE LINE "ABV. P.L." MEANS THAT BOTTOM OF BEAM IS AT PLATE LINE PLATE LINE. INDICATES 3x FRAMING (3X) MEMBERS; 51LL'5, PLATE'S $ STUDS ® EDGES. AT UPPER FLOORS: ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE ON PLANS AT MAIN FLOORS: ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE ON PUNS AT LOWER FLOORS: ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE ON PUNS l�A I N FLOOR PLAN N07ES ANr:;> LEGEND GON71 NUES ON 5HEE7 A8 �vl A I N �Loo1;;;k f=LAtv SFEEE 1 07F-S SGAL_E=: 1/4" = 1'_0" 7373 REGiST -ICED 1G E T �I STATE j R. ANDER,80N OF WASHINGTON V J C N o? _ � 0 6't i on U 6N E:!-'- L W mo 00 V v • '� S 0 X tu X X cl date: oq-OE3-Iq permit: revisions: 7-24-20 City chic. II-06-20 Relocate Heat pump drawn by : �.M checked by: MR A o� RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRANIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN& WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE G05T TO REGTIFY SAME. CGENERAL NOTES AL16N JOIST UNDER ALL PARALLEL BEARIN6 WALLS 2. PROVIDE SOLID BLOCK I N6 UNDER ALL BEARIN6 WALLS. S. FASTENERS INTO OR IN GONTAGT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED 6ALVANIZED STEEL, STAINLESS STEEL, S I L I GON, BRONZE, OR COPPER. EXGEPTI ON - 1 /2 I NGH DIAMETER OR 6REATER STEEL BOLTS. 4. 11 " LSL RIM JOIST UNLESS NOTED OTHERWISE. IF USIN6 TJI'S TJ I NOTES: 11 -7/8" (E3&0 SERIES) TJ I FLOOR S-T eTEM © 16 " O.G. UNLESS OTHERWISE SPED I F I ED. SEE F I ELID TJ I LAYOUT FOiz E3RAG I NCB, E3LOGK I NCB, AND C ANTI LEVERS. LAYOUT TO BE BU I LD I NCE2 DEFT INSPECTION. C� I VEN TO LOG>AL OFF= I G I >AL AT FRAM I NCE2 BEARINC6 NALL BELOW ■ BEARINC6 BEAM BELOW I ND I GATES HOLDONN STRIP REFER TO CHART ON THIS SHEET HOLDOWN/STRAP SCHEDULE MURK HOLDOWN/ STRAP 1=ASTENERS TO (2) STUDS MIN. U.N.O. TI MST48 (54)-I6d T2 MSTC48B5 (58)-IOd T5 NiST60 (46)-16d T4 MSTC66B5 (5,5)-IOd T5 STHD 14/14 RJ T6 HDU4-SDS IO-SDS 14"X2 %2" T7 HDUB-SDSS 20-SD5 %4 'X2 %2" Tg HDU I I -SDS 50-SDS %4 "X2 !-2'' NOTES: SEE SHEET L-I FOR SHEAR WALL SCHEDULE FOR HDU0-5055 HOLOOWNS - USE MINUMUM OF 5" WOOD VERTICAL MEMBER THICKNESS AND 55TB28 ANCHORS W/ 24 7/8" EMBEDMENT. FOR HDU4 HOLDOWNS - USE MINUMUM OF 5" WOOD VERTICAL MEMBER THICKNESS AND SSTB 16 ANCHORS W/ 12 5/8" EMBEDMENT. ALL EXTERIOR WALLS ARE CONSIDERED TO BE BEARING WALLS -,M F - EACH IF POSS I E3LE T1'P I GAL 5U I LT -UP POST TO SEAM CONNECTION 5G?.LE:I/2" = 1'-0" c q�'0000� oQP�' POINT LOAD ABOVE FLOOR LINE ABOVE O BEARIN67 WILL ABOVE �FRoaAM I N C=;p PLAN 1373 REGISi 1IED �G E T 'I�lll BTATE 11 R ANDERSON OF WASHINGT011 r^ V J 00 N c r T 1 _ `n � T Ill . f rn I O o't °�° � N I V . v o N W U 0� O Zv E i:E �L W z,o 00 �L W �L V v, W � r n V. O s � O X tu X Xv '\ L date,-: Oq-OE3-Iq permit: revisions: -7-2-4-20 City chk. drawn by: AM checked by: Mi��4 5�E=E=T O F= RESUB 12/2/2020 SEE GENERAL. NOTES Sr AL.E : 1 /4" = 1 '—O" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Fr WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN& WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE G05T TO REGTIFY SAME. LEGENP : INTERIOR BEARING WALL MULTIPLE 2x STUDS U.N.O. PI-6" INDICATES SHEAR WALL REFER TO 7777777 5GHEDULE ON SHEET LI PT. POINT LOAD ABOVE ABv. SMOKE DETECTOR IIOV 0 INTERGONNECTED W\ BATTERY BAGK-UP. O GARBON MONOXIDE DETEGTOR 1NTERGONNEGTED W\ BATTERY BACK-UP. 56 SAFETY OLA55 O I VTO VENT TO OUTSIDE ly FAN - VENT TO OUTSIDE ® 50 GFM MINIMUM PLATE: LINE. "AT P.L." MEANS THAT TOP OF BEAM IS AT PLATE LINE ABV. P.L. MEANS THAT BOTTOM PLATE LINE. OF BEAM IS AT PLATE LINE INDICATES 3x FRAMING (3X) MEMBERS; SILL's, PLATE's 4 STUDS a EDGES. COLUMN/POST NOTES: FOR 0 - 5000# USE 2-2X& STITCH NAILED OR 3-2X4 STITCH NAILED FOR 5000# - 10000# USE 3-2X6 STITCH NAILED OR 4-2X4 STITCH NAILED (FOR LOADS UNDER 7000#) ALL EXTF_i:z:,' 1 Oil ACE E�EA52,ING �15 ^T""'ILLS OQ N WALLS o N� o � w X - (Y � oQ o N1L �11 u p DO Q(i Z 0 TX z NILLu Z OQ O Z Lu Tx 0 NIL l� 0 i � m - I pQ N m 0 NLL 0 Lu X NQ O o � � z �0 o11 0 NIL z- � z� w p z o � wQ N IL m T 0 J Lu lT� 0 0 J IL IL 0 W z_ J Sr,:;,'- .4 N Q w � V Q N fLB�AT�GPT 3 ILEU '-6" -- ON I-fR I I NO --------- " � 8'-O" GPT -- I L w Q� VQ- z2'-10" Tw'- 1'- _ m = Q X N _ 1 H ND AIL - ON 17R OO1 �_� OFFICE _ I I'-Z" -- - "xSo" ATT I G " NSULSB WE:ATIHE:R STRIP _ o LIKEN — — — — — — — ? " � O � � S'-6" 6'-4" 4'-O" 4'-O" p 1n V " AN w o MIN. z n O GPT (V <�n w >n p N PI-6 Bla) 4XIO DF#Z HDR W !X E31a) 4XIO DF#Z HDR GENERAL NOTES I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON UPPER FLOOR TO BE 4x8 DOU6LAS FIR #2 UNLESS NOTED OTHERWISE. 5. FUR -OUT HEADERS TO MATCH 2x6 WALLS. 4. PROVIDE SOLID BLOGKIN6 UNDER ALL BEARING WALLS. 5. INLINE FRAMING - SINGLE TOP PLATE STRAP (9 SPLIGES AND CORNERS, EXGEPT AS NOTED FOR SHEAR TRANSFER. 6. ALL GUARDRAILS PER MANUFACTURERS SPEC, IFIGATIONS. SUPPORTS CAPABLE OF RESI5TIN6 LATERAL LOAD OF 200 PLF APPLIED IN ANY DIREGTION AT ANY PART ALONG THE TOP OF RAIL. -7. TUB/SHOWER UNITS SHALL HAVE FIRE BLOGKINN BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDIN6 WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFETY GLASS. SHOWER FLOW IS LIMITED TO 2.5 6AL/MIN. WOOD FRAMING TO BE PROTECTED FROM WATER SPLASH AND MOISTURE. 8. ALL BATHROOM FANS, KITCHEN HOOD, AND DRYER DUGTS SHALL BE EXHAUSTED THRU THE ATTIC TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUGTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. STAIRWAY ILLUMINATION: I. PROVIDE INTERIOR STAIRWAYS WITH AN ARTIFICIAL L16HT 5OURGE LOCATED IN THE IMMEDIATE VIGINITY OF EACH LANDING OF THE STAIRWAY, CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-GANDLES MEASURED AT THE CENTER OF TREADS AND LAND I N65. 2. PROVIDE EXTERIOR STAIRWAYS WITH AN ARTIFICIAL L16HT SOURCE LOCATED IN THE IMMEDIATE VIGINITY OF THE TOP LANDING OF THE STAIRWAY. 3. THE CONTROL FOR ACTIVATION OF THE INTERIOR STAIRWAY L16HTINO SHALL BE AGGESSIBLE AT THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. 4. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT OR AUTOMATICALLY CONTROLLED. SEAM AN=� CONNECTION NOTES: ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM IS AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAMS TO WALL GONNEGTIONS ARE TO USE GS1(b STRAPS FROM BEAM TO THE SUPPORTING STUD/POSTS �a8 ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR APPROVED HAN6ER5. THE GONTRAGTOR IS TO VERIFY PRIOR TO GONSTRUGTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS USE GS16 STRAPS FOR SPLIGED BEAM GONNEGTIONS (AT SUPPORTIN6 POSTS) Hr=A1;)ER NOTES: AT UPPER FLOORS: ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE ON PLANS AT MAIN FLOORS: ALL HEADERS TO BE 4XIO DF#2 UNLESS NOTED OTHERWISE ON PLANS AT LOWER FLOORS: ALL HEADERS TO BE 4XIO DF#2 UNLESS NOTED OTHERWISE ON PLANS 7373 REGIST -1IED 1C E T i STATE is r �NDERSON OF WASHING, TON 00 � �N U u U� U� H OL C/D y 00 N W, 'E n, r n V. Vl s � X to X X N 0 L iL date: opt-o�-Iq permit: revisions: -7-24-20 Gity chl�. drawn by: AM checked by: T RA OF= RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE C�E=NF_RAL NOTES SCALE: 1 /4" = 1 '—O" J FfR;ZE5OL\/ED ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL L RESPONSIBILITY FOR THE COST TO RECTIFY SAME. D.S. 2 LI D.S. 2 LI D.S. A ?.8 D.S. D.S. 4 LI U TI In z � RID 3 LI I I D.S. 2 I 1 < I 7CHEN z W I PRE -MPG. STEPPED TRUSSES V TRUSSES AT 24" O.G. zLl 8 LI LI mill D.S. ---------- D.S. W I z � I - � I z �� z I - p � I - I I OPEN W TO BELOW O I ALI z I p - 111+ _ Q Table 1: Upper Roof Venting ROOF VENTING CALCULATIONS RodfAr a: 1093 sq.lft. Ventilation Required: 1093 sq_Ift. x 144 sq.lin.1300 = 524.64 sq./In. 50% At 36" minimum Abrne Eme (max 80%) 262.32 sq.fin. 50% At Eases - 262.32 sq.lin. 6 Rod Jacks @ 50 sq.rn. Each = 300 sq./in. 0 Standard Comp Ridge Vent @ 17 sq.lin-11 = 0 sq.fin. 0 Metal Roof Ridge Vent @ 29 sq.iin.flf. = 0 sq.lin. 0 Side Roof Hallvent @ 8.5 sq.11n.11f. - 0 sgJIn. 80 Lineal Ft of Eaee Venting @ 3.3 sq.lindlf. = 264 sq.11n. [(3) 2"dia Holes per black @ each bay] Lineal Ft of F Upper Roof Venting = 0 sq./in. [(3) 2" dia. Holes per block @ alf. bays] 0 Continuous Soffit Vent @ 10 scldin.11f. = 0 sq.lin. 0 Gable End Vern (12 in. x 12 In.) x 70% - 0 sq./In. 0 Cupola Vent (30 in. x 32 in.) x 45% = 0 sq./In. 0 Gable End Vent (18 in. x24In.)x 70% = 0 sq./in. 0 Gable End Vent (24 in. x 24 In-) x 70% = 0 sq./in. Total Venting @ 36" (min.) Above Eaves - 300 sq./In. Total Venting @ Eaves = 254 sq.lin. TOTAL SQJIN. OF VENTING PROVIDED = 664 sq.lin. Table 2: Main Roof Ventn ROOF VENTING CALCULATIONS Rod Area: 2312 sq.)ft. Ventilation Required: 2312 sq-fft. x 144 sq- in.f300 =1 1109.76 .ffn. 50% At 36" minimum Above Eare (max 80%) = 554.88 ScAn. 50% At Eases = 554.88 sq.lin. 12 Rod Jacks @ 50 sgdin. Each 600 sq./in. 0 Standard Comp Ridge Vent @ 17 sq.lin.flf. _ ❑ sq.fln. 0 Metal Roof Ridge Vent @ 29 sq.iindlt 0 sq./in. 0 Side Roof Half Vent @ 8.5 sq-1m.11f_ = 0 sq.fin. 169 Lineal Ft of Eae Venting @ 3.3 sq.1 n./If. 557.7 sq./in. [(3) 2" dia. +♦ales per block @ each bay] 0 Lineal Ft of Ease Venting @ 1.65 sq.lin.11f. 0 se.lin. 1(3) 2" dia. holes per block @ aff. bays] 0 Continuous Soffit Vent @ 10 sq.lin.flf. 0 sq./In. 0 Gable End Vent (12 In. x 12 in.)x 70% _ ❑ sq.11n. 0 Gable End Vent (12 in. x 24 kn.)x 70% 0 sq./in. 0 Gable End Vent (18 In. x 24 In.) x 70% = 0 sq./In- 0 Gable End Vent {24 in. x 24In.)x 70% 0 sq.lin. Total Venting @ 36" (min.) Above Eaves 600 sq./in. Total Venting g Eaves = 567.7 sq./in. TOTAL SQJIN. OF VENTING PROVIDED =1 1157.7 sq./Tn.' Table 2: A,D.0 Roof Venting ROOF VENTING CALCULATIONS Roof Area: 842 sq.lft. Ventilation Required: 642 sq./ft. x 144 sq./in.1300 = 004.16 sq.11n. 50% At 36" minimum Abrne Ease (max 80%) = 202.OB sq.ffn. 60% At Eaves = 202.08 sq./In. 5 Roof Jacks @ 50 sq.lin. Each = 250 sq./in. 0 Standard Comp Ridge Vent @ 17 sq.rn.fff. _ ❑ sq./in. 0 Metal Rod Ridge Vent @ 29 sq.iindlf. = 0 sq./in. 0 Side Root Half Venl Q 8.5 sq.lfn.11f. = 0 sq./in. fit Lineal Ft of Ease Venting @ 3.3 svin.11f. 204.6 sq.lin. [(3) 2" dia. Holes per block @ each bay] 0 Lineal Ft of Ease Ver+tmg @ 1.65 sq./In./If. 0 sq.11n. 1(3) 2" dia. Holes perblock Q WE bays) 0 Continuous Soffit Vent @ 10 sq.lindlf. 0 ScAn, 0 Gable End Vent (12 in. x 12 in.) x 70% = 0 sq.11n. 0 Gable End Vent (12 in. x 24 In.) x 70% 0 sq./in. 0 Gable End Vent (18 in. x 24 in.) x 70% = 0 ScAn, 0 Gable End Vent (24 in. x 24 irk.) x 70% = 0 sq.lin. Total Venting 36"(min.) Above Eaves = 250 sq./in. Total Venting Eaves = 204.6 sq./in. TOTAL SQJIN. OF VENTING PROVIDED = 454.6 sq.nn. z PRE: -MPG. P I TGf-I TF PRE-MF`G. ROOF TR SSES AT 24" O.G. ® 24' z 4 LI - D.S. D.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 LI PRE-MFG. MONO -PITCH TRUSSES AT 24" O.G. 3 � LI 4 D.s. L M4STER�T �U TEE BATH PRE-MFG. SGlSeOR TRUSSES AT 24" O.G. INTER10 TGH = 1 1/2:12 Z 111 0 2 8 LI D.s. 4 LI N I- In W z I- L 0 0 # � F tu :::2)LI RIDGE D.S. HIP J?�GIGS ® 24" LI B G D.S. TRUSS NOTES: ALL TRUSSES SHALL HAVE (41 RI 2 LI P OWN E LATH LI V z GIRDER TRUSS l� 000 J PRE- PG. ROOF` TRUSSES .4r AT 2 O.G. L STUSD ,4T RIGHT SIDE I. 5TRE55 ANALY515 AND DRAWINGS/DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFAGTURER'5 STAMP ON PRE -MANUFACTURED ' TRUSSES. 3. BRAGED TO MANUFAGTURER'S SPEC, IFIGATIONS. 4. 5TRE55 ANALY515 AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON 51TE FOR FRAMING IN5PEGTION. D.s. D.s. 5. TRU55ES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEER GALGULATIONS. 6. ALL TRUSSES SHALL HAVE 51MP50N H-1 GLIP5 AT ENDS, EVERY OTHER TRUSS, 48" O.G. WHERE END TRUSSES ARE PARALLEL WITH WALL USE SIMPSON L30 (o MID -SPAN. H-1 CLIPS AT EACH TRUSS AT SHEAR WALLS -7. USE SIMPSON 5TG GLIP5 ® ALL TRUSSES OVER NON -BEARING WALLS. 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFAGTURER5 NAME, DE5I6N LOADS, AND REQUIRED SPAGIN6 WITHIN 2'-0" OF THE CENTER SPAN ON THE BOTTOM CHORD. a. TRUSSES TO BE NON ATTIC, STORA6E TRUSSES. MAXIMUM SPACE ABOVE THE BOTTOM CHORD TRU55 TO BE LESS THAN 42" HIGH AND 24" WIDE LOCATED IN THE PLANE OF THE TRUSS. D.S. ROOF FRAMING NOTES: I. GUT RAFTER TAILS TO MATGH 2x TRUSSES. 2. GONNEGTOR5 SHALL BE ENGINEERED BY TRUSSES MANUFACTURER. 3. ROOF PITCH SHALL BE 3 1/2:12 UNLESS NOTED III OTHERWISE. 4. USE 51MP50N HI GLIP5 @ 48" O.G. AT EN05 OF TRUSSES AND RAFTERS. HI GLIP5 AT EACH END OF TRUSSES AND RAFTERS OVER SHEAR WALLS 5. USE S I MP50N L50 GL I PS TO CONNECT TRUSSES AND/OR GE I L I N6 JOISTS TO PERPEND I GULAR WALL5 AT MID-5EGTION. 2 6. USE 51MP50N 5TG GLIP5 AT NON -BEARING WALLS. LI T 2x8 RAFTERS o 24" O.G. / 2x8 GEILIN6 JOISTS 24" O.G. TYPICAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = I3'--7") D.s. 8. PROVIDE DOUBLE RAFTERS UNDER DORMER GRIPPLE HALLS UNLESS NOTED OTHERWISE. Q. MINIMUM 5'-0" 5PLIGES AT BUILT-UP HIPS AND VALLEYS. NAIL T06ETHER WITH 2 ROWS OF Ibd NAILS a 6" O.G. (OVER FRAMING) GONTINUOU5. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY WITH 2O15 IRG, SECTION Ri03.5. G 1 RDER TRUSS to A z TAB I PRE-MF`G.IROOF` TRUSSES AT 24" 4 LI LEGENV : 2x& O\/ERPRAMING BEARING WALL BELOW BEARING BEAM BELOW SF-IEAR WALL BELOW 0 Ds DOWNSPOUT OYERHNGS 24" AT S 1/2:12 ROOF PITOH 8" AT C�,4BLE ENDS (\/E R I F1') 2 LI 2 LI 2 LI ALL EXTE I^ALLL 3 ACE E�EEA IN0 ^AL -Le N.O=Z�) OTHER^ I eE ALL FPOOF f= 17 r-,HES TO E�E S 1 /2 : 12 UNLESS N07=�> OTHER^ I SE I I I ALL OO S E3ET^EF-N =2: I=2 ANC 4: I=2 �I7 H E e ACE EOU I FED TO HAVE A 7373 REGIST -RED 1C E T ' ill STATE 11 RAN ERIS OF WA HINGT®N N rT1 L 6 T L 1 1_ 00 +, v E V J LQ O L U NN lao oho � N W L z 6 n` W v (� v� �1 V M O O�1 Y /\ /\ X 0 date: Oq-05-Iq permit: revisions: -7-24-20 Gity �h�. drawn by: AM O � RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i SEE N07ES 1 /4" = 1'-0" r WRITTEN DIMENSIONS ON TH15 DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5, GONDITION5, ETG. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR GONDITION5 SHOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN& WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RE5PON51BILITY FOR THE G05T TO REGTIFY SAME. CONTINUOUS BIRD-BLOGK I NG W 1 TiH SCREENED VENTS __________\ OPTIONAL SOFFIT W/ 1 1/2" SCREENED VENTS - VERIFY PLYWD. OR CEDAR T$.G PRE. MPG. TRUSSES ® 24 ' O.G. E3 1/2: 12 C•7 R-4G INSULAT IN CEILINGS i LINE OF TRUSS I N i BACKGROUND I I I ---------- A NI BOOM G i;,M . 5/4" PLYWD. SUBFLOOR (T4 G) GLUED AND NAILED ON FLR. SYSTEM PER PLAN SECT 1 ON A% I I I' - i II o�I ® Q e i fa '- �I - �i ■I� ® � v ■ 6i fa � 011 MINv mill�.- CRAWLSPACE SEE GENER�.L NOTES 5CALi=: 1/4" = 1'-0" 2015 .I ASH I NCE:7TON. E)TATF- l�l R�'1� GOLD *GL 1 M,4TE= ZONE S AND T-1ARI NE= -4* FENESTRATION SKYLIGHT GLAZED FENESTRATION GEILIN6 WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR SH6G R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH 0.28 0.50 NR R-`I`i (R-38 VAULTED) R-21 R-38 10/15 R-21 +TB R-10, 2 FEET H\/A : TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 3.5 GREDIT5 OPTION 1A4 EFFIGIENT BUILDING ENVELOPE VERTICAL FENESTRATION U=.28 FLOOR R-58 BA HIGH EFFIGIENGY HVAG EGUIPMENT GAS FIRED FURNACE WITH A MINIMUM AFUE OF Q4% 6EFFIGIENT WATER HEATING 6 ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS MUST BE RATED AT 1.0 GPM OR LESS 5G EFFICIENT WATER HEATING WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF O.al L I H7I N EOU I EYEN75 : SECTION 404 - ELECTRICAL POWER 8 LIGHTING 5Y57EM5 CRED I T(5) 404.1 Interior Lighting: A minimum of 15 percent of all luminaries shall be high efficacy luminaires. 5ee note on elec. plan .5 VEN71LA71ON: M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE 1.0 COMBINATION OF IT5 DELIVERED CAPACITY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.5(2) AIR INf:::ILfi A71ON: 0.5 BUILDING AIR LEAKAGE TEST IS REQUIRED PER WSEC R402.4.1.2 MECHANIGAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN ACCORDANCE WITH WSEG 505.10.5 AND 601.1 DUCT INSULATION PER 2015 WSEG R403.2.1 1.5 DUGT LEAKAGE TESTING PER 2015 WSEG R403.2.2 A PERNAMENT GERTIFIGATE IS REQUIRED TO BE POSTED WITHIN 3' OF THE ELEGTRIGAL PANEL TO CONTAIN THE HOMES R-VALUES, U-VALUES, RESULTS FROM DUGT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE AIR LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFFIGIENCIES OF HEATING, GOOLING, AND SERVIGE WATER HEATING EQUIPMENT PER WSEG R401.3 HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM OF R-10 INSULATION. CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN A GONTINUOUS AIR BARRIER PER TABLE R402.4.1 L POUNMATION FLOOR PLAN NOTES: POUNflATION NOTES: I. GONGRETE SLAB -ON -GROUND FLOORS SHALL BE MINIMUM 3.5" ON A MINIMUM 4" THICK BASE COURSE. 2. A 6-MIL. POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL BE PLACED BETWEEN CONCRETE SLAB AND THE BASE COURSE. 3. INSTALL R-10 INSULATION 2 FEET AROUND PERIMETER OF HABITABLE AREA. 4. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. 5. ALL WOOD IN GONTAGT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. 6. PER IRG R31G.1.1, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN AGGORDANGE WITH AWPA M4. 7. FASTENERS INTO OR IN GONTAGT WITH PRESSURE TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS 8. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R703.8. TJI NOTES: II 7/8" (560 SERIES) TJI FLOOR SYSTEM Imo" O.G. UNLESS OTHEF;ZINISE SFEG F IED. SEE F= I ELD TJ I LAYOUT FOR) E3RA(f I NCB, E3LOGK 1 NO, AND GANT I LE\VER5. LAYOUT TO BE C� I \/EN TO LOCAL BIJ I LD I NO DEFT. OFFICIAL AT FRAM I NCB INSFEGTION. ORAWLSPAOE VENTILATION OALO'S: 2246 SF OF GRANL SPACE AREA 224(9 SF / 150 = 15 15 / .75 = 20 SF 20 SF x 144 IN/SF = 2880 51 255051 TOTAL VENT AREA REQUIRED VENT AREA = 128 SI 2880 / 125 = 22.5 NUMBER OF VENTS REOU I RED 25 TOTAL VENTS PROVIDED AZ).U. ORAWLSPAOE \/ENTI LATI ON CAL(:o 878 SF OF GRANL SPAGE AREA 878 SF / 150 = 6 6/.75= 8SF 8 SF x 144 I N/SF = 1152 51 1152 SI TOTAL VENT AREA REQUIRED VENT AREA = 128 SI 1152 / 128 = cl NUMBER OF VENTS REWIRED 61 TOTAL VENTS PROVIDED LECGEN=� : B.W. ABOVE BEARING WALL ABOVE P I _(0 " I ND I GATES SHEAR WALL - ///////////////,1 REFER TO SGHEDULE ON SHEET LI I ND I GATES HOLDOWN - REFER TO HOLDOWN CHART ON THIS SHEET (5x) I ND I GATES 5x FRAMING MEMBERS; SILL's, PLATE's � STUDS © EDGES. HOLDONN/STRAf=> SCHEDULE MARK HOLDONN/ STRAP FASTENERS TO (2) STUDS MIN. U.N.O. TI MST48 (54)-16d T2 MSTG48E35 (58)-IOd TB MST60 T4 MSTC&&E35 (58)-IOd T5 STHO14/14 RJ (58)/(SO)-16d TO HDU4-SDS 10-505 j4"X2 T-7 HDUB-SOSB 20-SDS j4"X2 j2" T8 HDU I I -SDS 50-5D5 %4 "X2 !,,2" NOTES: SEE SHEET L-I FOR SHEAR NALL SGHEDULE FOR HDUB-SOSB HOLDONNS - USE MINUMUM OF 5" NOOD \/ERTIGAL MEMBER TH I GKNESS AND 5STB28 ANCHORS N/ 24 -7/8" EMBEDMENT. FOR HDU4 HOLDONNS - USE MINUMUM OF 5" NOOD \/ERTIGAL MEMBER TH I GKNESS AND SSTB 16 ANCHORS N/ 12 5/8" EMBEDMENT. ALL EXTERIOR HALLS ARE CONSIDERED TO E E BEARING WALLS L ��1�1' I LY ROO1�1' MAIN FLOOR PLAN NOTES: GENERAL NOTES: I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 OF-L#2 UNLESS NOTED OTHERWISE. 5. PROVIDE SOLID BLOGKIN6 UNDER ALL BEARING WALLS. 4. I NL I NE FRAM I N6 - SINGLE TOP PLATE STRAP SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTING A SINGLE GONGENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS. 7. PER IRG R31G.1.1, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED IN THE FIELD IN AGGORDANGE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS GODE PER 2015 IRG R310.1 G. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF 15' II. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. 12. WSEG GOMPLIANGE GERTIFIGATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN GOMPLIANGE WITH 2015 IRG, SECTION R703.8. 14. ALL OPENIN65 MADE IN WALLS, FLOORS, OR GEILIN65 FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO GRAWLSPAGE, AND METER BOXES TO COMPLY WITH UPG SECTION 313.1.2 15. OWNER WILL VERIFY ELEGTRIGAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. GARAGE NOTES: I. 6ARA6E/LIVIN6 SEPARATION, USE NO LESS THAN 5/8" TYPE "X" 6WB. WHERE THE SEPARATION IS A FLOOR - GEILIN6 ASSEMBLY, THE STRUGTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" 6WB OR EQUIVALENT. PER TABLE R302.6 2. WRAP POSTS AND BEAMS W/ 1/2" TYPE "X" 6WB 3. INSULATE ALL WARM WALLS AND GEILINOS 4. DUCTS IN THE 6ARA6E AND DUCTS PENETRATING THE WALLS OR GEILIN65 SHALL BE GONSTRUGTED OF NO. 26 GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1-3/5" IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN I-3/8", OR 20-MIN FIRE -RATED DOORS WITH SELF GLOSIN6 HINGES PER 2015 IRG R302.5.1. UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L 2X6 STUD WALL 16" O.G. WITH R-21 INSULATION FIN.FLR. MAIN - 4"(P DOWNSPOUT TIOHTLINE W/ POSITIVE DRAIN TO STORM SYSTEM 4"�V DOWNSPOUT IN TICvHT E L W/ POSITIVE DRAIN TO STORM SYSTEM FIREPLACE NOTES: I. 'O' GLEARANGE FIREPLACE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED. 3. FIREPLAGES AND STOVES MUST BE D.O.E. APPROVED AND BE TESTED, CERTIFIED AND LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. HEATI NCG NOTES: I. INSTALLATION PER ASHRAE CIOA-88 2. ALL PILOTS, BURNERS AND 5WITGHE5 TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 5/4" PLYWOOD, I LAYER IF PLATFORM IS ON SLAB. 4. PAN UNDER HOT WATER TANK PER 2012 UPC, 507.4 IF ON A WOOD PLATFORM. 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN UNHEATED SPACES PER 2012 WSEG SEC 405.4.2. 6. PRESSURE RELIEF VALVE TO EXTERIOR PER UPC SEC, 608.5. 7. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF THE WATER HEATER. 8. FORGED AIR GAS HEATING SYSTEM; OUTDOOR AIR: OUTDOOR AIR INLET GONNEGTS TO THE RETURN AIR PLENUM INGLUDIN6 DAMPER. MINIMUM AIR EXGHAN6E PER 2015 IRG, SECTION M1508 STA I RWA1' ILLUMINATION: I. PROVIDE INTERIOR STAIRWAYS WITH AN ARTIFICIAL LI6HT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EAGH LANDING OF THE STAIRWAY, CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLES MEASURED AT THE CENTER OF TREADS AND LANDINGS. 2. PROVIDE EXTERIOR STAIRWAYS WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. 3. THE CONTROL FOR ACTIVATION OF THE INTERIOR STAIRWAY LIGHTING SHALL BE AGGESSIBLE AT THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. 4. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT OR AUTOMATICALLY CONTROLLED. 7373 RE'CISi 14ED 1G E T STATE �NDERISON OF WASHING, TON oo O Cr � �N I . W u 7Q �U^` U W U� VJ L. L � O� U p �L C� y oo L W �L n` v v_ Ul O �1 O X tu X X 0 L date: opt-oS-Iq permit: reVISIOYIS: -7-24-20 Gity chl�. drawn by: AM checked by: Mi��4 HE=f T O F= RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i 103, HANDRAIL: GRIP 1%4" - 2" PROJEGTION FROM WALL NO LESS THAN I%2". OPEN RAIL: OPEN SPAGE BETWEEN PICKETS SHALL BE LESS THAN 4" GLEAR STAIR NOTES: �I RISER HEIGHT = 7-5/4" MAX. 4 TREAD DEPTH = 10" MIN. 2X4 STOP 2-2X8 HEADER FLOOR JOIST 2X8 a 16" O.G. FIREBLOGK STAIRS: ONCE IN TOP � BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPAGE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS - AT STAIR GEILIN6) f fromilm HANGER ta 5-2x12 ry STRINGERS Q w -2X4 BLOGKIN6 = (F I RESTOP) 6" SPHERE MAX. OPENING - F I REBLOGKS 6 TREADS @ 10" 5'-O" BOTH SIDES TYP 1 GAL STAIR I7F_TA I L 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. 2X BIRD BLK'6. W/ 2 SCREENED VENT HOLES WITH 1/4 11 GORRPS I ON RESISTANT METAL MESH GOVERIN6 PER 2015 IRG SOLID SHEATH I N6 OR GDX PLYWD. WHERE EXPOSED TO WEATHER 2X FASCIA BD. W/ METAL GUTTER -7/16" OSB PLYWD. SHEATHI N6 2X P.T. SILL PLATE FIN. GRADE TO SLOPE AWAY FROM BUILDING zo 4"(P D.S. T16HTLINE POSITIVE DRAIN TO SPLASHBLOGK OR APPROVED DRA I NA6E STAIRWAY ILLUMINATION: I. PROVIDE INTERIOR STAIRWAYS WITH AN ARTIFIGIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VIGINITY OF EACH LANDING OF THE STAIRWAY, CAPABLE OF ILLUMINATING TREADS AND LANDIN65 TO LEVELS NOT LESS THAN I FOOT-CANDLES MEASURED AT THE CENTER OF TREADS AND LANDINGS. 2. PROVIDE EXTERIOR STAIRWAYS WITH AN ARTIFIGIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VIGINITY OF THE TOP LANDING OF THE STAIRWAY. 5. THE CONTROL FOR ACTIVATION OF THE INTERIOR STAIRWAY LIGHTING SHALL BE AGGE551BLE AT THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. 4. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT OR AUTOMATICALLY CONTROLLED. ALL BATH ROOM FANS, <I TCHEN HOOD, AND DRYER DUCTS SHALL BE EXHAUSTED THRU THE ATTIC TO THE ROOF OR THRU THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 56 " FROM A WINDOW OPENING. ROOF I N6 MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATH I N6; INSTALL PER MFD. SPECIFICATIONS. (7/16" OSB AGX PLYWD (g EYES) MIN. 15# UNDERLAYMENT NAIL 6" ED6E, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2X RAFTERS OR APPROVED TRUSSES BEARING MANUFAGTURER'S SEAL. SEE ROOF FRAM I N6 PLAN FOR SPAG I N6 INSULATION PER WSEG 2x GEILIN6 JOISTS OR BOTTOM CHORD OF TRUSS 1/2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER WALLS AND GE I L I N65 SOLID BLOCK I N6 AT BEARING, TYP. INSULATION / PER WSEG DID I1a /4" MIN. .11 G EAR TYP. �A 0 a ` a POE T x SEE F Ui PLAN ( a Z f 4, °Q N 0 6 MIL BLACK 'VISOUEEN' VAPOR BARRIER S I MPSON H6AM I O POST TO PAD ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SO 1 L 4 (P PERF. FOOTING DRAIN TILE W/ CLOTH COVER $ GRANULAR COVER AS REO'D. BY SOIL GOND. 2X4 GUSSET EA. SIDE r AM ATI ON SIZE ciO# FELT S I MPSON H6AM I O - 2:1 MAX. SLOPE MALL FIRE DLOGK I N6 : FIRE BLOCK ALL VERTICAL OPEN I N6 IN WALLS AT PLATES AND FLOORS FLOOR JOISTS: SEE PLAN FOR SIZE � SPAG I N6. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS GROSS BR I D61 N6 8' O.G. MAX. WHEN FLOOR JOIST ARE NOT SUPPORTED W/ G.W.B. BELOW SOLID RIM JST RIM --TO1ST VENT 24" �ARDBOAE BAFF E, SLOPE 50°, BENEATH I Nsl�. i #4 GONT. TOP BOTTOM #4 VERTICAL © 16" O.G. - #4 HORIZ. 16" O.G. 2-#4 GONT. — #4 STUB UP SEE SCHEDULE FOR SPAG I N6 5" MIN. - CLEAR TYPICAL OGK I N6 N6, TYP TYfi=' I GAL ^ALL SEGTI 0Ns BETWEEN TOP OF BAFFLE AND TOP OF INSULATION. Z 2-2X TOP PLATE LAP CORNERS, OFFSET END JOINTS BY 48" PER 2015 IBG. INTERMEDIATE FRAM I N6 DENOTES STANDARD FRAMING AT 16" O.G. WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION INSULATION PER WSEG 5/4" T � 6 PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL AT 6" EDGE � 12" FIELD W/ 1 Od NAILS GROSS BR I D61 N6 8' O.G. MAX. WHEN FLOOR JO I ST ARE NOT SUPPORTED 6.W.B. BELOW UNF I N 1 SHED BASEMENT MAY NOT BE PART OF THE PLANS POST/BEAM STRAP (SIMPSON 66L a 66T (9 SPLICES OR EOU I VALENT) POST/STUD WALL S I MPSON PB44 OR PER POST SIZE PL I NTH BLOCK 4" GONG. SLAB ON 4" COURSE GRAVEL IOd g 6" O.G. TYPICAL SOLID $ VENT BLOGKIN6 PER IBG 2015 EXTERIOR HEADER AT OPENINGS: SEE PLAN FOR SIZE 2X STUDS 16" O.G. TYP. -7/16" OSB OR PLYWD SHEATH I N6 OR SIDING NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 15# FELT OVER STUDS (SIDING GOND. ONLY) 2X PLATE INSULATE RIM WOOD SIDING SEE ELEVATION SHEET FOR TYPE WHERE APPL I GABLE, INSULATED SLAB ON GRADE SHALL BE PER G406.2 (ITEM a) AS SELECTED FOR GOMPL I ANGE TO WSEG 5/S" X 10" ANGHOR BOLT W/ 5"x5"x%4" PLATE WASHERS ® 48" O.G. NO LESS THAN 4/2" $ NO MORE THAN 12" FROM EA. SILL CORNER, JOINT, END, OPENING, ETG.; 7" MIN. EMBEDMENT INTO GONG. EXGEPT ® SHEAR WALLS. SEE SHEAR WALL NAILING SGHEDULE. #4 GONT. HORZ. TOP #4 STUB UP © 45" O.G. t_j . HOOK EXTENDED J . WALL INSULATE PER III CODE (R-10 MIN. a III 24 TOTAL) ICI GONT. IN FOOTI N6 SEE FDN. PLAN FOR PAD SIZE o O THIS STAMPED PLAN 15 SITE SPEC I F I G AND 15 TO BE USED FOR ONE SITE ONLY. BASIC PERMITS FOR MULTIPLE SITES ARE NOT ALLOWED WITH THIS STAMPED PLAN WITHOUT ATTAGHED WRITTEN PERMISSION OF THE ARGHITEGT OF RECORD. NASH C-�ENEi�AL NOTES I. All construction per applicable codes and ordinances. 2015 IRG, IBG. 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 5. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IRG. 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 bearing parallel walls. q. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (605 per ASTM A655); Hot Dip Galvanize (ASTM A125 for connectors and ASTM155 for fasteners and anchors). GL I MAT I G AND GE 0C-7R 1=H 1 G ]7E:S I GN (f R I TIER I A TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE: WINTER DESIGN TEMP: 170 I GESH I ELD REOU I RED : NO FLOOD HAZARDS: 2005 I cf 2 FIRM AIR FREEZING INDEX: 100 TO 250 MEAN ANNUAL TEMP: 50 r:;)F.SIc:�i7N 1:;)ATA ROOF LOADS: LL 25#/5F (SNOW) OL 15#/SF TOTAL 40#/SF UNLESS NOTED OTHERWISE FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DEC,< LOADS: LL 60#/SF DL I0#/SF TOTAL 70#/SF SO 1 L 1500 PSF MIN. CONCRETE: 2500 PSI AFTER 28 DAYS -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7916 (TABLE 402.2 IRG) MASONRY PER 2015 IBG STEEL PER 2015 IBG (GRADE 40) WOOD PER 2015 1 BC NAILING PER 2015 IBG NA I L I NGPER TABLE R602.5(I). R802.10 WIND: 85 MPH (NOMINAL), 110 MPG (ULTIMATE) SEISMIC,: ZONE - D BASE SHEAR = 12.5 (\/) WEATHERING POTENTIAL: MODERATE FROST LINE: 24" E.F.P.: 45P5F 4" BEAM: DOUGLAS FIR #2 6 BEAM: fV = 85 fb = 075 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6 POST: fv = 05 f b = 875 PSI E = 1,500,000 JOISTS �t RAFTERS HEM FIR #2 4 STUDS: fv = 75 fb = 550 PSI E = 1,500,000 GLU-LAM BEAMS: fv = 165 psl fb = 2,400 psi (reduced by size factor, CF*KI) E = 1,800,000 psi NOTE: \/ARIATIONS FROM THE ABO\/E LUMBER GRADES WILL BE NOTED ON THE PLANS. 1. SUBFLooR: T-$G PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED SHEATING 24/16 7/16" FOOTING-., F=OR NALL - 6 "X 12 " F OOT I N6 18" E3E=LOW 6iRADE= #4 STF=E=L - 48 o .G . VE=RT. 12" o.G. H0RIZ. 8 " WALL - -7 "X 16 " F=00T I N6 18" E3E=LOW 6iRADE= #4 STEEL - 48 " o .G . VE=RT. 10" O.G. HORIZ.10" WALL - 8"X18" F=00TIN6 24" E3E=LOW GRADE #4 STEEL - 48 " o .0 . VE=RT. 8" o.C. HORIZ. 7373 . RI GIST I EI7 T '!!/X I R. ANDERSON STATE OF WASHNOTM 644 NE 00th Kirkland, WA `;10055 (425) E52E5-411-7 FAX (425) a22_ � a date: -7-08-IC revisions IBG 2015 IfizG 2015 T`I'PI GAL YNALL drown 1�y G%leGiGed I�� :6N/iRJ T1'P I GAL INAL - RES 51=GT 10 NS 12/2/; rI CITY OF EE DEVELOP SERVICES DE =NT r WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. SHEAR IPIALL SCHEI%LE PER IBG 20I5 DATE: 07-08-16 SEE PLANS TO DETERMINE THE DIFFERENT DE516NATOR5 FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGING SILL BASE HF#2 DF#2 MARK 7/I6" TOP 8 BTM. BLK6. PLATE PLATE VALUE VALUE EDOE5 FIELD PLYWD. PLATES REQ'D. ANCHOR BOLTS NAILING (#/LF) (#/LF) PI-6" 8d 6" 12" 6" 2x4 5/8" ® 48" (2) 16d ® 10" 223 255 PI-4" 8d 4" 12" 4" 2x4 5/8" (9 32" (2) 16d ® 7" 325 3G5 PI-311 8d 3" 12" 3" 3x4 5/8" ® 24" (2) 16d ® 5" 418 505 PI-2" * 8d 2" 12" 2" 3x4 3/4" ® 24" (2) 16d ® 5" 544 670 P2-6" ** 8d 6" 12" 6" 3x4 5/8" ® 24" (2) 16d ® 5" 446 510 P2-4" * 8d 4" 12" 4" 3x4 3/4" ® 20" (3) 16d ® 5" 650 7q0 P2-3" 8d 3" 12" 3" 3x4 5/4" ® 16" (4) 16d ® 5" 836 1010 P2-2" ** 8d 2" 12 2" 3x4 5/4" ® 12" (4) 16d ® 4" 1085 1170 *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR 6REATER SHALL HAVE FRAMING MEMBERS (STUDS a PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS (PER IBG 2015 TABLE 2306.3) OR DOUBLE 2x (PER IBG 2015 - SECTION 2306.3 footnote 1). 3X FRAMING WILL BE NOTED ON PLAN. MUDSILL DO NOT NEED TO BE 3X MATERIAL JUST STUDS AND PLATES ON ADJOINING PANEL E06ES "NOTE: HEM -FIR VALUES HAVE BEEN ADJUSTED AGGORIN6 TO IBG TABLE 2306.3 Footnote a.(3) SPECIFIC, GRAVITY ADJUSTMENT FACTOR = [I40.5-56)]; 56 FOR HEM -FIR = .43 PER AF4PA; [1-(0.5-.43)] _ A3 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 HALL NOTES 7/16 OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL E06E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGING 15 SPECIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH IOd GOMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS AND 5TA66ER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGH SIDE. FLOOR PLYWOOD - USE 8d GOMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL ED6E5 AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - J015T PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ EDOE5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. STAPLE SCHEDULE 7/16" OSB OR PLYWOOD SHEATHING ALLOWABLE SHEAR VALUES lie 16 gage STAPLES - DF #2 STUDS IV2 16 gage STAPLES - HF #2 STUDS 6" o.c. - 155 #/ft. 6" o.c. - 127 #/ft. 4" o.c. - 250 #/ ft. 4" o.c. - 188 #/ ft. 3" O.C. - 310 #/ ft. 3" o.c. - 254 #/ ft. 2" o.c. - 3,515 #/ ft. 2" o.c. - 323 #/ ft. FIELD 5PAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL 5IMP50N HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 GON5TRUGTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. 1 1/4" LSL RIM JOIST A35 ® EACH BAY FLOOR JOIST J TYPE 8 DIRECTION PER PLAN DOUBLE BEAM PER PLAN MST HOLDOWN ON DOUBLE STHD W/ ALL NAIL HOLES FILLED W/ 16d CL OF EACH STHD T F z UJ J D/z N (I) UJJ CL v� MIN. 3" X 11.25" NET HEADER WIDTH EXTEND TO LAST STUD PER FL \SEE PLANS PLAN FOR SIZE 16" MIN. NAIL SHEATHING TO HEADER ® 5" O.G. E.W. T• •I I• LSTz4 ,I I, I • FASTEN TOP PLATE I TO HEADER WITH TWO R< . OF 16d SINKER NAILS I ' .I I. AT 5" O.G. TYPICAL I I' •I MIN. 2-5x STUDS I ' - CONNECT PLYWOOD N ' W/ 8d NAILS ® 5" O.G. r I I ' TO ALL STUDS, PLATES • I I • I, 4E HEADERS ,I I • Af=>A RATED SHTG. .I 1 I . I I 'I I' s/a" MIN. 24/0 EXP. I .I I. I I ' I I I STHD 14 I' • 2 - 5x PLATES NAIL SHEATHING r Z TO EACH PLATE HI s/a" �P X 15" A.B. #4 HORIZ. (D 12 o.c. I ICI I W/ 5"X5"XI/4" PLATE WASHER z 7" IMBEDMENT (5) #4 vERTIGALS I I N GONG. STEM WALL TOP OF SLAB I I I TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE 8d ® 6" O.G. 2X BLKG. W/ 16d 0" O.G. $ VENT HOLES (RIP BLK'GJ OVERHANG 41 FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL a 16" O.G. H3 ANCHOR 48" O.G. 7-1'P. SHEARNAL.L. TO ROOF GONNEGTI ON GABLE -END TRUSS WITH BLOCKING AT 16" O.G. TRUSSES OR RAFTERS PE CONT. FOOTING PLAN SHEATHING 4 PER SHEAR H I GH STEM ^ALL I L�.T�R�L R�STR�INT P�N�L NO SCALE OVERHANG + FASG I A 1 1/4" LSL RIM JOIST A35 ® EACH BAY J FLOOR JOIST J TYPE B DIRECTION PER PLAN SHEAR WALL PER PLAN B SCHEDULE TYP I GAL_ HOL.DO^N GONNEC,T 10N DF_TA 1 L.S SHEAR, ^AL.L.S E�ETJ�IEEN. FL.fZ,'S. NO Sr ?ALE MST HOLDOWN ON DOUBLE STHD W/ ALL NAIL HOLES FILLED W/ 16d Cji OF EACH STHD vz luCL �z J� 0- N 2X STUD WA NO Scf ALE IOd ® 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. T"rP. SHEARViALL TO 67,415LE END ROOF CONNECT 1 ON NO SG?.LE FLOOR JOISTS PER PLAN 2X STUD/SHEAR WALL; PLYWOOD SUB- NAIL PER PLANS; SEE FLOOR SHEAR WALL SCHEDULE. d NAILS BOTTOM PLATE NAILING 1 1/4" LSL BLOCKIN6" O.G. PER SCHEDULE TO 2X L RIM JOIST A35 EACH NAILING PER SHEAR BAY `WALL SGHE ULE 16d TOENAIL ® 6" o.c. TO TOP PLATES 2X STUD/SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SGHEDULE. 1 1/4" LSL BLOCKING MSTC40B3 - STRAP TO STUD ABOVE OFFSET I NTE:RI OR 5Hr=_AR JSTS. ffr=RP. ' NO SCALE TRUSS OVER PI-6" S.W. TO HAVE LATERAL LORD OF 223#/FT. TRUSS OVER PI-5" S.W. TO HAVE LATERAL LOAD OF 418#/FT. TRUSS OVER S.W. TO HAVE BLOCKING AT 16" O.G. PLYWOOD SUB - FLOOR FLOOR JOIST PER PLAN A55 ® EACH BAY IOd ® 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. - PLYWOOD ROOF SHEATHING TRUSSES PER PLAN A35 GONTI NUE GLIPS SHEAR WALL a 24" TO ROOF O.G. SHEAR WALL PER SCHEDULE SHEAR NALL PARALLEL TO TRUSS 2X STUD/SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SCHEDULE NAILING PER SHEAR WALL SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE TO 2X RIM JOIST STRAP PER PLAN —2X RIM JOIST OR BEAM, PER PLAN. 16d TOENAIL ® 6" o.c. TO TOP PLATES 2X STUD/SHEAR WALL; NAIL PER PLANS; SEE SHEAR WALL SCHEDULE. NO SCALE A55 CLIPS PER SHEAR WALL SCHEDULE ALONG PLYWOOD SPLICING ALONG RIM JOIST STAG KEEP SHr=AR V4ALL NO SG?.LE IOd ® 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. PLYWOOD ROOF SHEATHING TRUSSES PER PLAN 2X NAILER - NAIL TO BOTTOM CHORD W/ I &d ® 6" o.c. 5/4" PLYWOOD STAGGER 2 ROWS 16d I6d ® 4" c.c. NAILS a 6" o.c. PLYWOOD TO PLYWOOD TO NAILER TOP PLATE SHEAR WALL PER SCHEDULE SHEAR WNALL PERPEND 1 (:::,ULAR TO TRUSS NO SCALE 7373 REGIST _RED 7C E T ' 111 STATE 11 R. ANDERSON OF WASHING, TON UD c N rT1 _ `n T T t- i o �311�1_ 00 z +' �, v E ,O V J C/- LU �l0 W q) ty oGo � N W L z 6 n` W (� v� ry 1 �1 V M v M fn W O Y /\ tu /\ 0 X 0 0 L date: oq-o�-I�f permit: revisions: -7-24-20 Gity �h�. drawn by: AM Ghee ed by: l�RA L I O� L I RESUB 12/2/2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i