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Hoy Residence-SITE PLAN (11-06-20)WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. 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 PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE G05T TO RECTIFY SAME. J I I 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 ' I \ 6 N 88042-� � E-- x—� I 30.00' WOOD F \26" I \ G I I / F I 34" 4.0 C I I / I 4 a I / dl I I' 144.15 I I I 30" o ROCKERY cc 346 3 ' F � I \ I � I � � �- 30.00' \ I - 547.5 I \ o \ I 12" 30 x 20 0 ��10 B.S.B. _ ACCESS EASEMENT N I \ ----------------- FOUND REBAR NO CAP 0.4'(S) OF CALC'D POSITION 30.00' -X-------X T- 20 ' i I N 88038'51 " E 131.42 30" HIGH BLOCK WALL i L--j 18" 116 F \�W \�Z—C x� 6' l I 00 HE I OHT GAL_GUL_ATl0NS: A = 544.75 B = 343.5 G = 545.b5 D = 547.5 AVE. C6RADE = 545.4 AGTUAL HEIGHT = 56q.q MAX. HE 16HT = 370.4 TREE L_EG;7END : I ND I GATES TREE 28 » TO BE REMOVED F INDICATES TREE 12 E TO BE RETAINED F LOT GOVEi`AOE BY STRUCTURE: LOT AREA 55% ALLOWED: MAIN FLOOR GARAGE W/ STAIRCASE ADU GOVERED ENTRIES GOVERED PATIO TOTAL LOT GOVERAG E BY STRUGTURE: 15602 SF 5460 SF 2246 SF bq5 SF 7q5 SF q0 SF 255 SF 4261 SF < 5460 SF MFERV I OUS GOVERA�E ROOF OVERHANGS 48g4 SF PATIOS, STOOPS, a WALKS 67q SF DRIVEWAY 2301 SF TOTAL -T 874 SF OWNER: 6RE6 HOY SITE ADDRESS: XXX I b4TH ST. SW EDMONDS, WA PARGEL# : 27041500105800 ZONING : RS-10 VERITIGAL DATUM: NAVD 55 AVE. �'i - C�ENTERUNE nyM-v (184TH ST.C�lb TEE f=L./g�§N N f TEE �4 Co, EZ NORTH SEE GENERAL NOTES SCALE: I" = 10'-0" _ N r � cv Q v O� V 0 i date: oq-o�—IG permit: revisions: -7-Z4-Z0 Gity chi. 10-6-20 remove garbage and re I or-ated heat pump drawn by: ,4M checked by: MRA o� 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 1G 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 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. 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 1G 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::: 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 I I I I ----------------- 11 -------------- --------------------------- souT� �L���,Tiou SEE GENEf;RAL NOTES Sr -,ALE: 1 /4" = I '-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 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 z 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. f-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 ® 15" 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 �tx — �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 < UNLESS NOTED OTHERWISE T �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. 12'-4" �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 _ J 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 0 date: Oq-05-Iq permit: revisions: -7-24-20 City �h�. drawn by: AM Chef ed by: T,R A O � SFEE 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 THECl DIMENSIONS AND/OR GONDITIONS RESOLVED BY THE OWNER PRIORI O PROGEEDINO WITH THE WORK, OR THE GONTRAGTOR SHALL 4,-� „ g,_0„ �q _6 Al d 2b 4'-Z " Z'-6 " AGGEPT FULL RESPON51BILITY FORTHE COST TO REGTIFY SAME. 6,-6" I -Z" 8'-10" �'-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. P1 _6„ PI _61I w ` 1 1 0 l I � o-��� o- v I I I I �Rx12I4" 1 HEAT G NTINU US eJJli (���� UU� +� I I I I SPACE PUMP I P� w OLE H SE 1 (�-- a I 6 GFM FA VT I I I I I NSUL. Ll I w/ ON/OFF ® }�SHOP I I I I � sTT P R I � �O _ f I G NTROLS l" 6 6" V INTAKE DUCT L L L 1 d) I F M FURNACE N lL l I X D- 1 ,'-4" I p � Q L,4uNDTILEY tIw �7�7 _ — — — I 0 �1�Rl�f . I p w� N X - I Ix GONG � — — — I GPT v I � )L iiL n I r- I.l.l 0 — - _ z +D L- — — — — — — Q 4'-2" 10 0 I VI 6 I = HE CILLEDGE I BENCH HOOKS ^ m AB�/I P.L. — 2 DOOR o N EAT REGISTER N x !� LINE OF DOOR IN LINE OF DOOR IN W `� 01 UPRIGHT POSITION UPRIGHT POSITION UP = GLG� T. MUD O +6 -0 r------------ r------------I 1-7R B?.TH p uP ROOM � so0 0 17R SGSG 10 I I I — — — TILE m 1 0 (o HDwD �/8" A-p I I I I '�LN Q I _ N� PI_ II NJ PI_61I �+ MIN + �i q I I I O O ® VTO 7V�r=A FAN TANKLEss N MI �1! O.N. I O - — — D— I �+ ® /_ O I I HWT �i'L O° Q I OVENS 1(V� q' MIN. �� SINK THREE PANTRY IIW� PflDWD m I O VIV 0ISP. CABINETS IIQ� +� WF 10> 0 L-I L-I I L-I �QO SIN — — - m ,� p (V w/ SP. REF. 010 g080 OH. DR. (p gObO OH. DR. ' X� HDWD 26 ,� ���� I (��/y�+l i I F-------------- H.B. N COOKTOP p N _ = I �+ 0 W V.T.O. ,y+ — — — — — — — 1 < 17 G H EEN n/ 100 GFM PI-6" PI II EXTEND INTO ADJACENT PI-�" BIS) 4X12 DF#2 P. - PI 3" -6 Q OPENI G HDWD W E SH AR ALLS /y>�r X MEM. EXTENDSHHEAR wAD �3 NT X EM. FOR AIR i v oo FM O cO O� O � _ I GLG. HT. +6 I — GONTINUOUS -1 - O LL1 1 �` i:x p I 11- wHOLE HOUSE I O O W = JP - IX I 0 Q� 50 GFM FAN VTO 1 Q 0 XV. q'-O" 4'-O" q'-O" '-0„ w/ ON/OF „ I _ - O CONTROLS — — — — — — — — — — 1 OQ — /------------ Gj 0 NW 6" <P INTAKE DUGT -I 1 P,a.TlO -_ „ „ O� my # 0 y �` Z6 -O" FROM FURNACE I GONG BIz) S 1/8 X 18 GLE3 z4F f�B P.L. — N 001 IIL Q II — — — — — — — — — W p — — � � ____ 00 0 OO 00 ---- � '� NQ1 I Q o D,4Y �� 6 �X� - _ � IIII I o, `� � B6) &X16 OF-L #1 AT P.L. ,y+ PERY I2'-7"+ - � 0 ROOM D �0 � 0 0 / 0 0 1 ( I FRIDGE GLG. HT. Q' I X HDWD # N L -I - p X IIII 0 ZE 8 I z IL �� m m X = =IIII 1 I r I Q I z z 1 "x24„ X N 1 I RwL. �� .41a 2b - - OJ IIII Q MINI -SPLIT COVERED I I PAGE +6 0 -I 0 HEAT SYSTEM = 0 I o A LESS — p6 _I m 0 IIII m .o PATIO N 0 0 J I SUL. 8 --- X N Q Q GONG I Q w ATRHPER N ��(1 N In I� 6 = X 1 z 1 I ,y� I �a PI-4 z6 0 +(o 0 ' I F D 2_ r0 X I S. # I W = x I p I � I � I I �� I M I LY i�001�1 COVERED I COVERED eAZN .T i�OONf i Q= I ENTRY �_ - - m FOYE OI PORCH I O PORCH GPT m - 4$ DINING RM. I O1 = = QO HD D I GONG I �0 �0 I GONG �8 �y��,� HIGH GEILINc HDW17 x OI LL It B6) &X16 I7F-L #1 AT P.L. — +P N I 0 • % I X > �� � _ Q Q m `l AGTI VE Y - {C D QOr/i i`0 J IO I 2680 SOS I `l I DIRECT n O �� I I FXD OQ BUILT IN ENT GA BUILT IN !� O Q = S G ) _ _ CABINET F.P. CABINET >n -- -- 1 I L1 I X 5,Izz _ PI_411 OD 0 \ 7 /1_ Xj Xt `Q = lit I /�+� �'-6" 4'-6" 4'-O" N - 0 .26.26 FXD 2626 FXD I - BEAM ANI7 CONNECTION NOTES: 6 TIO X 1 p m x x�j ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS S'-O" 1S'-O" I' " N - OR UNLESS GALLED OUT ON THE PLANS,ARE TO BE POGO G x I 1 z + - = EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP I 0 Q� OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM 2-6 " N I I x O X� (() IS AT THE TOP PLATE OR IN THE FLOOR SYSTEM) 6'-a" 6 16'-a" 6, 6'-2" �'-o" ,+ = ALL BEAMS TO WALL GONNEGTIONS ARE TO USE GSI6 COLUMN/POST NOTES: O I �� p Q� STRAPS FROM BEAM TO THE 5UPPORTIN6 STUD/POSTS ------ — — J BOOKSHELVES Uo-� (o ° O _1 X X� ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR FOR 0 - 5000# USE 2-2X6 STITCH NAILED BOOKSHELVES TO q'-O" HEIGHT Uq�'IZ -� N OW �+ To q'-O" HEIGHT _ _ _ _ _ _ _ _ _ - APPROVED HANGERS. THE GONTRAGTOR IS TO VERIFY OR 3-2X4 STITGH NAILED PRIOR TO GONSTRUGTION THE AVAILABILITY OF W (� W HANGERS GALLED OUT ON THE PLANS — — — — — — — ELONGATED 50" N I FOR 5000# - 10000# USE 3-2X6 STITGH NAILED GAS FIREPLAGE — — — — — — — > N — X ,� OR 4-2X4 STITGH NAILED HB w/ T.V. ABV. A- m PI-6" �+ USE GSI6 STRAPS FOR 5PLIGED BEAM GONNEGTIONS (FOR LOADS UNDER NAILED ) Q cV (AT SUPPORTING POSTS) OO P � -6 — — — — F6 D� ,��� F n0 � Ql k o S.G.N�� LEGENn: HEADER NOTES: 0 MA!5TER m BATH 0 = I 0 Q INTERIOR BEARING WALL AT UPPER FLOORS: d TILE o o O 1�f A STF_ i� S U I T� 0 XO ALL HEADERS TO BE 4X8 DF#2 0 �ILIND 2'-6" BARN mQ GPT z O Q ,��+ N�� MULTIPLE 2x STUDS U.N.O. UNLESS NOTED OTHERWISE ON PLANS DOOR _ ® VTO 0 z X N Ql� O PI-6" INDIGATE5 SHEAR WALL REFER TO MO GFM - SLOPED I +'� � jL� SCHEDULE ON SHEET LI AT MAIN FLOORS: 0 ALL HEADERS TO BE 4X10 DF#2 �j� I � FLOOR P��t� PT. LD. 0 -1 _ V� ®VTOFAN �!n ^� 0 'n ABV. POINT LOAD ABOVE UNLESS NOTED OTHERWISE ON PUNS �I �I �I 110TESI `�� L��I `t� = I OQ O MIN. GFM I N �QV SMOKE DETECTOR IIOV N LIJI O I NTERGONNEGTED W\ BATTERY G O N T 1 N U E S ON 1L w.1.G. IL a(o + BACK-UP. AT LOWER FLOORS: S���T �8 TILE �'�� _ ALL HEADERS TO BE 4X10 DF#2 0 �Q GARBON MONOXIDE DETEGTOR fn O INTERGONNECTED W\ BATTERY UNLESS NOTED OTHERWISE ON PLANS m BACK-UP. O � S6 SAFETY GLASS �- VTO VENT TO OUTSIDEFAN PI-6" - VENT TO ® 50 GFM MINIMUM UTSIDE DEGIG GED�4R 5'-O„ 5'-6 „ L -7'-4 1, Sq'-6" 40601 XO EGRETS OPLATE LINE. "AT P.L." MEANS THAT TOP OF BEAM 15 AT PLATE LINE "ABV. P.L." MEANS THAT BOTTOM PLATE LINE. OF BEAM IS AT PLATE LINE INDIGATE5 3x FRAMING (3X) MEMBERS; 51LL'5, PLATE'S $ STUDS ® EDGES. 1 07F-S SGAL_E=: 1/4" = 1'-0" '373 REGiST -ICED 7C E T STATE �rvDE-R,80N OF WASHINGTON � r ^ V J 06 N o? rT1 � 0 6'� I � O Q oQ 6N ; -L Q C C W mo oGo � N V v• W � O S O X tu X X Cl- date: oq-oE3-Iq permit: revisions: 7-24-20 City chic. II-06-20 Relocate Hoot pump drawn by : �.M checked by: MR A f=—T O� 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. 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 SYSTEM © 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 �C 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= SEE GENERAL. NOTES Sr AL.E : 1 /4" = 1 '—O" 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 BLOGKINS 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 1G 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= SEE C�E=NF_RAL NOTES SCALE: 1 /4" = 1 '—O" 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 sq.fln. 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 SQAN. 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 SQ./IN. OF VENTING PROVIDED = 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 sq.lin.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 sq.11n. 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 SOAN. 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 p 2 8 LI D.s. 4 LI N I- In W z I- L p 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-MANUFAGTURED ' 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 MANUFAGTURER. 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 lC 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 � 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 HE C•7 R-4G INSULAT IN CEILINGS i LINE OF TRUSS I N i BACKGROUND i --------------------------- A NI BOOM G i;V%ol . 5/4" PLYWD. SUBFLOOR (T4 G) GLUED AND NAILED ON FLR. SYSTEM PER PLAN SECT 1 ON A% J I I o�I ® 0 Q i fa eQ - �i gap'. ■I� �.- v ■ 6i fa � ®� v ■��� a �l� CRAWLSPACE SEE GENERAL NOTES 5CALE: 1/4" = 1'-0" 2015 N ASF41 N�T0N. E)TATE ENF_RG'1" CODE *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 CREDITS OPTION IA EFFICIENT BUILDING ENVELOPE VERTICAL FENESTRATION U=.28 FLOOR R-58 B HIGH EFFICIENCY HVAG EGUIPMENT GAS FIRED FURNACE WITH A MINIMUM AFUE OF Q4% 6EFFICIENT 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 SECTION 404 - ELECTRICAL POWER 8 LIGHTING SYSTEMS CRED I T(5) 404.1 Interior Lighting: A minimum of '15 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan .5 VEN71LA71ON: M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE I.O COMBINATION OF IT5 DELIVERED CAPACITY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.5(2) AIR INf:::ILfi A71ON: 0.5 BUILDING AIR LEAKAGE TEST IS REQUIRED PER WSEG 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 CERTIFICATE 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. CONCRETE 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 ACCORDANCE WITH AWPA M4. 7. 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 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 SPEC1F=IED. SEE F= I ELD TJ I LAYOUT FOR) E RAC> I NCB, E3LOCK I NC,, AND C fANT I LE\VER5. LAYOUT TO BE C� I \/EN TO LOCAL BIJ I LD I NCB DEFT. OFFICIAL AT FRAM I NCB INSPECTION. ORAWLSPAOE VENTILATION OALO'S: 2246 SF OF GRANL SPACE AREA 2246 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 A.I .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 = q NUMBER OF VENTS REOU I RED q TOTAL VENTS PROVIDED LECGEN=� : B.W. ABOVE BEARING WALL ABOVE I ND I GATES SHEAR WALL - 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 © ED6ES. HOLDONN/STRAf=> SCHEDULE MARK HOLDONN/ STRAP FASTENERS TO (2) STUDS MIN. U.N.O. TI MST48 (54)-16d T2 MSTG48E35 (58)-I0d TB MSTbO (46)-16d T4 MSTG&&E35 (5O)-IOd T5 STHO14/14 RJ (E3a)/(SO)-16d TO HDU4-SDS 10-SDS %4"X2 j2" T-7 HDUO-SOSB 20-SDS j 'X2 j2" TO HDU I I -SDS 50-5D5 %4 "X2 !,,2" NOTES: SEE SHEET L-I FOR SHEAR NALL SGHEDULE FOR HDUO-SOSB HOLDONNS - USE: MINUMUM OF 5" NOOD \/ERTIGAL MEMBER TH I GKNESS AND 5STB28 ANCHORS N/ 24 WO" EMBEDMENT. FOR HDU4 HOLDONNS - USE MINUMUM OF 5" NOOD \/ERTIGAL MEMBER TH I GKNESS AND SSTB 16 ANCHORS N/ 12 5/85" EMBEDMENT. ALL EXTERIOR HALLS ARE CONSIDERED TO BE: BEARING WALLS L FA1�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 MANUFAGTURES 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 ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE 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 COMPLIANCE CERTIFICATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE 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 UPC SECTION 313.1.2 15. OWNER WILL VERIFY ELECTRICAL 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 CONSTRUCTED 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. F I N_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 P I REPLACE NOTES: I. 'O' GLEARANGE FIREPLACE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFAGTURER'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 aOA-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 SPADES 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 EACH 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 REGISi 14ED 1G E T 'I�lll STATE l R. NDERSON OF WASHING, TON 00 O Cr oo �N I . S~ W U� VJ v L. v OL 4 U �)L 00 W �L n` v v_ nVl O �1 O X tu X X 0 L date: opt-oS-Iq permit: reV lS iOn9 : -7-2-4-20 Gity chl�. drawn by: AM checked by: MRA � H♦ E= f _F O F= 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" �ARDBOAF 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. WALL - 8"X18" FOOTING 24" BELOW GRADE #4 STEEL - 48 " o .0 . VE=RT. 8" o.C. HORIZ. 7373 . R E GIST -REI7 T I R. ANDE SON STATE OF WASHNGTM 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'PI GAL PNALL 5ECoT I Olds G— 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 IBC 2015 DATE: 0-7-08-16 SEE PLANS TO DETERMINE THE DIFFERENT DE516NATOR5 FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS GLOSE 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 EDGES 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" 1088 1170 *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS d PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS (PER IBG 2015 TABLE 2306.3) OR DOUBLE 2x (PER IBG 2015 - 5EGTION 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 EDGES "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 1. 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 J015T 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 45" O.G. @ EDGES 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 vz N WCL J0 MIN. 3" X 11.25" NET HEADER EXTEND TO LAST STUD \SEE PLANS FOR SIZE LSTAz4 #4 HORIZ. 12" o.c. (5) #4 VERTICALS [PER FLGjC PLAN 16.. MIN. i I I I I I I I I I r I I I r Zf NAIL SHEATHING TO HEADER ® 5" O.G. E.W. FASTEN TOP PLATE TO HEADER WITH TWO OF 16d SINKER NAILS AT 5" O.G. TYPICAL MIN. 2-5x STUDS CONNECT PLYWOOD W/ 8d NAILS ® 5" O.G. TO ALL STUDS, PLATES 4 HEADERS APA RATED SHTG. 5/a" MIN. 24/0 EXP. I STHD 14 2 - 5x PLATES NAIL SHEATHING TO EACH PLATE 5/a" �P X 15" A.B. W/ 5"X5"XI/4" PLATE WASHER 7" IMBEDMENT GONG. STEM WALL z (V 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 i$ FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL H3 ANCHOR 48" O.G. T'Y'P. SHEARNAL.L. TO ROOF CONNEGTI ON GABLE -END TRUSS WITH BLOCKING AT 16" O.G. TOP OF SLAB TRUSSES OR RAFTERS PE CONT. FOOTING PLAN SHEATHING 4 PER SHEAR �-11 GH STF_M ^ALL I L�.T�R�L R�STR�INT fi��N�L NO SCALE OVERHANG + FASG I A 1 1/4" LSL RIM JOIST AE35 ® EACH BAY � FLOOR JOIST J TYPE B DIRECTION PER PLAN SHEAR WALL PER PLAN B SCHEDULE 7"1 FIGAL_ HOL.DO^N CONNEC,T 10N DF_TA 1 L.S SHEAR, ^AL.L.S E EE7 NEEN. FL.fR,'S. NO Sr ?ALE MST HOLDOWN ON DOUBLE STHD W/ ALL NAIL HOLES FILLED W/ 16d CL OF EACH STHD vz d0 lu 6_ �z �m 0- N 2X STUD WA NO Scf ALE IOd ® 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. Tl'P. 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 I/4" LSL BLOGKIN6" O.G. PER SCHEDULE TO 2X LO 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 SCHEDULE. 1 1/4" LSL BLOCKING MSTC40B3 - STRAP TO STUD ABOVE OFFSET INTERIOR 5HE AR JSTS. PE:RP. ' NO Exf ALE TRUSS OVER PI-6" S.W. TO HAVE LATERAL LOAD OF 223#/FT. TRUSS OVER PI-5" S.W. TO HAVE LATERAL LOAD OF 418#/FT. TRUSS OVER S.W. TO HAVE BLOCKING AT 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 STACKE EP SHEAR 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 PSALL PERPEND 1 GULAR TO TRUSS NO SCALE 7373 REGIST _RED 7C E T STATE �NDERSION OF WASHING, TON UD cq N W r^ L 6 T t- 00 Z a v u ,O V J rr�^ V J f� — c c)13 W D � ty oGo � N W L z 6 n` W (� v� ry 1 �1 V M v M fn W O Y /\ tu /\ 0 0 L date: oq-o�-I�f permit: revisions: -7-24-20 Gity �h�. drawn by: AM Ghee ed by: MiR A L I O� L I Ji