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APPROVED PLN_BLD FIR BLD2021-1103+Architectural_Plan+8.9.2021_11.28.39_AM+2346392Written dimensions on this drawing shall have precedence over scaled dlmenalons. Contactor shall verify all dimenslons, conditlons, etc., pertaining to the work before proceeding. The Owner must be notiflod of any varlatlona from the dlmen5lon5 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. MAXIMUM SUILnING HEIGHT (9 43:2.5G' :4\/ERA&E ORIGINAL GRADE a HEIGHT OF STRUCTURE a 43:2.15' HARD I EPANEL 51 D I NG W/ IX2 AT SEAMS AND 2X2 PRE -MADE CORNERS TYPICAL UNLESS NOTED OTHERWISE HARD I EPANEL W/ IX2 VERTICAL 8" 18" O.G.-DOOR AND WINDOW TRIM 5/4X5 TYP. AND 5/4X8 TO FIT BETWEEN WINDOWS UPS FLOOR P.L. — — — — — — 5/4XIO WW BARGE Ell Q w - W/ IX5 TRIM W/ Q i 2X6 SUB -BARGE r I L�j PIN. PLR. UPPER D DEN/GUEST P.L. I b" FLOOR TRUSSES MAIN FLOOR P.L. J Q o 4 - 0E ��r�F7 O Cs •)IL z_ 0 non F1 i PIN. PLR. MAIN ® 405.30' oO oO�O o0 O0I 10`10 O_ MOTE FLASH I N(1 REOU I REMEN.TS REFER TO ALL FLASHING DETAILS NOTED AND SHONN ON FOLLOWING PAGES. INSTALL QU 1 GK FLASH, WATERBLOGK MEMBRANE, BUILDING PAPER, METAL FLASHING, ETG . AS SPEG I F I ED, DETAILED AND AS REOU I RED TO MAINTAIN BUILDING EN\/ELOPE 09-01-2021 PLAN REVIEW NOTE: Approved with condition. CONDITION: Sprinkler system required as noted during the plan review process due to the turn around not meeting South County Fire Apparatus Access Standard requirements. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. 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. Separate permit. DFM Burt Approved DFM CIS r'bs �u.rt South County Fire Date: 09/01 /2021 •1 1 1� ROOF TO COMPOSITION SHINGLE ROOFING TYP I GAL 6 " FASG I A GUTTER SONU5 ROOM P.L. U� I 0 APPROVED BY PLANNING Sep 28 2021 CULTURED STONE VENEER W/ CONCRETE SILL INSTALL PER MFD. SPEC - I F I GAT I ONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE 5/4X6 PWW ABOVE PORCH NOTES DOOR INSTALLATION q SLAB 2XIO LINER WRAP O 5/4X5 TRIM ALL EXTERIOR LIGHT 1. EXTERIOR TRIM DETAILS PORCH 6 " BELOW 51 DES TYP. QC-5 PLAES (TYP.) -5/4"X4" FRONT FAG I NG CORNER BOARDS AT HORIZONTAL 51 D I NG TYP I GAL AND WHERE O I �l T � � � l( � T I O I mil, ADDRESS NOTE: SHOWN ON THE BUILDING ELE\/ATI ONS F=RADDRESS NUMBERS SHALL BE UNLESS NOTED OTHERW 15E SEE GENERAL NOTES SCALE: I/4" = I'-O" A MINIMUM 4 HIGH WITH A - 5/4" X S" WINDOW TRIM AT HORIZONTAL MINIMUM STROKE WIDTH OF 1/2" SIDING TYPIGAL AND WHERE SHOWN ON AND TO BE ON A GONTRASTI NG THE BUILDING ELEVATIONS UNLE55 NOTED BAGKGROUND PER I RG 51q.1 OTHERWISE -2" X 2" TRANSITION BETWEEN HORIZONTAL SIDING AND HARD I EPANEL TYP I GAL AND WHERE SHOWN ON THE BUILDING ELEVATIONS UNLESS NOTED OTHERW 1 SE -EXTERIOR WOOD GLULAM OR SUNWOOO ONLY 2. BIDING ,"X6" SHEET METAL PLATE FOR 6-1/4" DING AT ALL JOINTS 5"XO" SHEET METAL PLATE FOR q-1/4" DING AT ALL JO I NT5 LARD I EPANEL SMOOTH W/ IX2 AT SEAMS ,1D 2X2 PRE -MADE CORNERS >OFF I TS FINISHED WITH HARD I EPANEL AT ARCH GE I L I NG5 ABD CANTI LE\/ERED _OOR AREAS ( IF APPL I GABLE) K2 AT HARD I EPANEL SEAMS �)OF 3ARGE TO BE 2XIO WHITE WOOD OR EQUAL 'RO\/IDE KITE BLOCKS AT THE TOP OF ALL o4BLE BARGE TRIM TO BE INSTALLED Y THE SL I DER AFTER THE RAKE FLASHING INSTALLED. ABO\/E PAT I O SLAB FkEE�f;k EEL-EE�i46,.71 Oil SEE GENERAL NOTES SCALE: 1/4" = 1'-0" -!� REAR CORNER .DS (TYP.) PLANK SIDING EAL PROVIDE =TAL BACK I NG �T ALL JOINTS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work NEW SFR Address - 8717 240TH ST SW LOT 4 -------------------- ------ Owner ------------------- ADMANANT HOMES ------------ Approved Date 9/27/2021 Building Official w• X 974LAL9"c Permit Number BLD2021-1103 120-71 REG I STEREO ARGH I TEGT IMIGH EL Y STATE OF WASHINGTON VJ M o � TUB c� U Q U r H N 00 U z� I� 00 r r M O U) O C) N 00 0 date,-: 06-OI-21 permit: revisions: drawn by MWJ checked by: S 1-4 E= E= -F I o F= I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dlmenSion5 on this drawing shall have prer-adonco ovor 5calod dimen5lonS. Gontar-tor Shall verify all dlmen5ion5, r-ondition5, etr-., pertaining to the work beforo pror-eeding. The Owner must be notified of any variations from the dlmen5ion5 and/or conditions shown on these drawings. Any Such variation Shall be resolved by the Owner prior to pror-eeding with the work, or the Contractor Shall aGGept full re5pon5lbllity for the r-ost to rer-tify Same. UPPER FLOOR P.L. T 1E:1 <� Q W y � (L � W F I N. FLR. UPPER 18" FLOOR TRUSSES — — — — — — — — — — — — — — — — — — MAIN FLOOR P.L. 17 0 T W � W J T 0 < Q J W v T = z _I < 1n FIN. FLR. MAIN F.P. \/ENT 8 (TYP.) 10 L.E T r=L.r= A71Oil 5EE GENERAL NOTES 5C ALE: 1/4" = 1'-0" UPPER FLOOR F. � T w W T T J Q -I d L r tX � W FIN. FLR. UPPER OD 18" FLOOR TRUSSES MAIN FLOOR P.L. rE 0 I = - oL T 0 oO � - _ W T O _ CS.GJ CS.GJ = O 0 0_ _ K W OO T < )LJL < �� > I��( FIN. FLR. MAIN HOSE B 1 B 4 (TYP.) 10 C,As STUB I GAT r=Lr=\\//41v,71 Oil (TYP.) 10 5EE GENERAL NOTES SCALE: 1/4" = 1'-0" PH/T\/ 7 (TYP.) 10 12a-71 RECG 1 STEREO ARCH I TEGT MIGH EL YNE JOHNSON STATE OF 1MA51-1INOTON 00 00 00 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SERVICES, DEPARTMENT V J � U M W� j71 U H � r ^ V J M O N date: OI-15-I�i permit: revisions: drawn by � MWJ h cecked by: � �--i � i= T O� I Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any Such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: FOR FOUNDATION WALL FOOTING DESIGN, WORST CASE LOADING 15 1200 LB/FOOT ALONG FOUNDATION WALL/FOOTING LOADING AT WALL = 1200 1500 PSI .80 II" WIDE MIN. FOOTING REOU I RED - PER TABLE R405.1 (I) MIN I1" WIDE FOOTING REOUIREID- 18" WIDE FOOTING TO BE USED r I m SO'-0" OVERALL S1'-411 ViWOQJOH c-'L(O I cVi3M I Q OT 3SlA H�uosi 4'-O" 13'-O" c711111390 JAJ 19'rT 7'-II" ST T >1 T/ T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I CR,4WLSFAGE I I I MIL. POLYETHYLENE V.B. I W/ 12" LAP AT SEAMS (BLACK) I 18" MIN. CLEARANGE-12" © BEAMS ,x I R-50 INSULATION IN JOIST BAYS I I I 2'_ I I I T T T T T T T T T T T T I T I I 1 I I I L_J L J L--1L--1L--1L--1L_J I I L- � I 24" X 24" X 8" STALL SIMPSON ALL BEAMS TO BE 4X8 HF#2 GONG. PAP OR 24" O SONUBE Nry Qj I ALL POSTS TO BE 4X4 P.T. HF#2 j. I PB OR EQUIV. POST (4X6 (9 BEAM SPLICES) I N n N \ TO FTNG. GONN. TYP. � IL I A A_a I .2 4-10" 2'-a" 5'_0" 5'-0" 5'-0" 5'-0" 5'_0 I &T T � d T T T T T T T T T T T T T L_L L_L L_L I 4'-7" 6'-0" 4'-3" I. EXPANSION JOINTS -INTERIOR-PRO\/IDE ZIP STRIP -EXTERIOR-1" MINIMUM TOOLING EXPANSION JOINT -ASPHALT EMULSION AT PERIMETER OF SLAB IN GARAGE 2. DOUBLE -UP FOUNDATION BOLTS EVERY 12' OR 14' (VERIFY W/ LUMBER COMPANY) 5. 26 GA. FLASHING SHOULD EXTEND AT LEAST 4" DOWN 0\/ER CONCRETE FOUNDATION WALL AND 6" ABO\/E THE GONGRETE FLAT WORK TO BE POURED TO ALLOW FOR ADEQUATE COUNTER FLASHING OF THE BUILDING PAPER. 4. SLOPE ALL GONGRETE STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS 5. ALL WOOD IN GONTACT W 1 TH GONGRETE SHALL BE PRESSURE TREATED OR GEOAR. 6. PRO\/I DE SOLID BLOCKING UNDER BEARING WALLS 7. PRO\/IDE 6 MIL. \/ISOUEEN \/APOR BARRIER WITH 12" 0\/ERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT GRAWL SPACE. 8" GONG. FOUNDATION I WALL TYP. ® 2- TOf2Y 18"x6" GONT. GONG. FO TING TYP. T T T T T t T T t T L--1 L--1 L--1 L-r�------------------ D 3'-41, 2'-5" 5'_3.1 — — — — — — — — — I r-------- F— -- I T T T T T T —L T —I — L i/ (2)2 + d g I I I I L—J L—J L—J L I I � I `��0�6-►- I I _ Ltd 6}� I I 12'-8" 36X36X8 GONG. PAD VERIFY MIN. lb" BELOW PAD HEIGHT GRADE- 10" X 10" W/ FIELD WITH SIMPSON MANAGER AB�LINTH E POST BASE F— TO GRADE I I I I I O I TA9 GAJz 3T35�JViOJ "� J C 6 3HT MOSSY YAWA 390Je I R +8 TOOS 3c-'UGH I d MUMIMIM I ------------- D I I F-T� L--1 r—-------------- I D - - - __j I ----------� I io P,Ix tKIx+0P a v III �Q�OI I T T T T �`O I I GARAGE — I I 4" GONGRETE SLAB SLOPE J L J IL I12' 4'-0" I I I I I I � I I � D I 4" TO OVERHEAD DOOR L J L L GRANULAR FILL UNDER (D GARAGE SLAB PATIO r3ARAr�E O - L x/ �T I I +�(0QP�/f� SLABS TO BENHELO DOWN ((0 (/,�(k MIN. OF 6" FROM FINISHED FLOOR TO PREVENT WATER R, ,D U �� FROM ENTERING UNDER WALL I R I I PLATES OR EXTERIOR DOOS Q L J3'-O" L SLAB TO BE I" DOWN IN BAr-< AND 5" DOWN IN FRONT m F-. — I F- I PTLD 0000 # IN 1500 P51 I I L� FJ 3.33 X 44" min PAD REQUIRED GONT. FOOTING I ® O.H. DOOR OR T O———————————--—— — — — — —J D D I - EDGE OF SLAB — - — -------- --� �— — — — — — — — — — — — — — — — — — — — — PI-4" POR {-i PI-4" PI-3" PI 3" 4" GONGRET SLAB SLOPE AWAY FR M THE HOUSE 1/4" PE FOOT MINIMUM PATIO AND ARAGE SLABS TO BE HEL DONN MIN. OF 6" FROM FINISHED FLOOR TO PREVENT WATER FROM ENTERING UNDER WALL LATES OR EXTERIOR DOORS 8. FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDENT WOOD SHALL BE OF HOT DIPPED GAL\/AN I ZED STEEL, STAINLESS STEEL, S I L I CON, BRONZE, OR GOPPER. EXCEPTION- 1/2" DIAMETER OR GREATER STEEL BOLTS G. ALL REINFORGEMENT MUST BE TIED IN PLAGE FOR FOUNDATION INSPECTION. (IRG RIOq.I.I) 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON THE PLAN. DOUBLE JOIST UNDER ALL NON -BEARING PARALLEL WALLS. II. ALL HARDWARE PART NUMBERS ARE "SIMPSON" USE "ZMAX" IF- GONTAGT WITH PRESSURE TREATED WOOD, E(SUI\/ALENT HARDWARE MAY BE SUBSTITUTED. *** SHEAR NOTE: SEE SHEET Aci FOR SHEAR NALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, $ DETAILS. E0'-0" O\/ERALL HOLDDOINN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REQUIRED T-I STHI:I )14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)- I Od HF/SPF T-5 HD1B (S)_ S/4 S-1/2" MIN. SSTB28 (1/8") DF/SP MIN. 24--VE5 " EMBEDMENT J 10'-6" as Q pcd`.�0#P< U v) 1[ GONT. FOOTING — — ® O.H. — EDGE OF SLAB — — — — — — — — 0 IN= -IF-% 6 14 W 0 0 0 m r-OUN?��T 1 ON i=L-�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 5;1 REGISTERED ARCH I TEGT IMir-H EL YN STATE OF WASHINGTON V J V J00 00 � T G� r� i�I Q U O Q U IU V J N u 00 � � x 00 r Mi O O C) 0 c) J N 00 date: OI-IS-IQ permit: revisiar9: drawn by MWJ G%1eGiGed by: O F= A10 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT ;FR\/ICFS nFPARTMFN Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation Shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. MAXIMUM ENCROACHMENT INTO 5' BSBL IS 15" INCLUDING TRIM, FINISHED, EAVES AND OVERHANGS OPEN RAIL: OPEN SPADE BETWEEN 2x4 CEDAR PICKET5 5HALL M LE55 THAN 4- CLEAR Ix4 CEDAR EACH SIDE (Z I2d &ALVINIZED 4X4 GUARD EACH SIDE TOP • ISO TTOM POSTS ® 6' O.G. 2x2 CEDAR MAXIMUM PICKETS 4x4 POST BEYOND 56" GUARD RAIL HEIGHT Ix4 CEDAR EACH SIDE DECK PER N"m THRU BOLT, PLAN NUT, • WASHER, GIXINTERSVNK DOUBLE 2X RIM AT GUARD POST LOCATIONS GUARD DETAIL ® DEGiG FOR OFTIONAL DECK 'AL FLASHING a RIM S I MPSON LUS21 O Z-MAX JOIST HANGER SIMPSON 17TT2Z-SDS2.5 TWO PLACES AT DECK. USE (2) 2X JOISTS AT EACH LOCATION PER SIMPSON SPECIFICATIONS. NAIL FLOOR SHEATHING AT 6" AT DOUBLE JOIST WITH 1/2" DIAMETER THREADED ROD 24" LONG 2XIO PT LEDGER W/ -1/2" (� X &" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL BE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DECK LEDGER AND BETWEEN 2-5" FROM THE END5 OF THE DECK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY (16" O.G.) DECK LEDGER DETAIL 11 NOTES: 1. 5/4 "X4'X8' T a G OSB SUB -FLOOR GLUED WITH RA I NBUSTER OR EOU I VALENT AND NAILED WITH RING SHAN< NAILS AND SCREW ALL FLOORS PRIOR TO FINISH FLOORING Z. PROVIDE LOUVERED VENTS AT GRAWLSFAGE. PROVIDE MINIMUM ONE SF NET FREE VENT AREA PER 500 SOFT OF UNDER FLOOR AREA WITH VENTS LOGATED TO FROVIDE GROSS VENTILATION. WHERE POSSIBLE, ONE VENT SHOULD BE LOGATED LESS THAN 5'-O" FROM EAGH GORNER OF THE BUILDING. 5. DIMENSION TO JOIST GENTERL I NE UNLESS NOTED OTHERWISE FOUNDATION VENT CALCULATION 1518 SQUARE FEET = 4.5Gf SOFT REOU I RED 500 TYF. VENT= .54 50FT PER VENT 15 VENTS REOU I RED �71 REGISTERED ARCH I TEGT IMIGH EL W YI�IE JOHNSOI�II STATE OF WASHII�IGTON V J r ^ U M M 00 W rW1 f I U 1^1 Q z O H � U U rr ^ V J r ^ pp U 0 00 z00 � � x M O O Cn 00 N 1 W CD date: 0I-15-Ici permit: revisions: drawn by: MWJ checked by: E;, �-A F-- F--T O� I RECEIVED 8-13-21 SEE GENERAL NOTES SG?.Li=: 1/4" = I'-O" CITY OF EDMONDS DEVELOPMENT Nritten dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any Such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full respon5lb1lity for the cost to rectify same. A A -A SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOVER PER P-514 IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS KITH AN ALARM SILENCING SNITCH SHALL NOT BE INSTALLED LESS THAN 10' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOK I NG APPL I ANGE. PHOTO ELEGTRIG SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE PER R314 GUARDS GUARDS SHALL NOT HAVE OPENINGS THAT ALLON FOR PASSAGE OF A 4" I NGH DIAMETER SPHERE GUARDS TO RESIST 200 LB GONGENTRATED LOAD APPLIED IN ANY DIREGTION FOR ALL HALLS LESS THAN 5'-0" TO THE PROPERTY LINE ONE HOUR EXTERIOR NAIL GA FILE NO. NP 810G- FIRE TEST NP 5510 (UL R5501-47, -45, UL DESIGN U50q) EXTERIOR SIDE: BASE LAYER 5/5" TYPE X GYPSUM 5HEATHING APPLIED PARALLEL TO 2X4(6) STUDS 16" O.G. WITH 1-5/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND 7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM 5HEATHING MAY BE LEFT UNTREATED. FACE LAYER OF 1/4" CEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 5-1/2" UNFACED GLASS FIBE FRICTION FIT IN STUD SPACES INTERIOR SIDE. ONE LAYER 5/5" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, 1--I/5" LONG, 0.0915" SHANK, 1/4" HEAD5, -I" O.G. (LOAD BEARING) o. N IL I <z< lU > 0- < O L -� -Q< N loll n� 0. - I N. 1 it, 0 NOTE FL-AeH I NG7 REOU I REMEN.TS REFER TO ,ALL FLASHING, DETAILS NOTED AND SHONN ON FOLLOWING PAGES. INSTALL QU I GK FLASH, WATERBLOGK MEMBRANE, BUILDING PAPER, METAL FLASi-I I NG, ETG . AS SPEG I F I ED, DETAILED AND ,AS REOU I RED TO MAINTAIN BUILDING ENVELOPE .J19 6 06 OX 6106 \IIW "c1-19 10 TYP I G AL NINDON O INSTALLATION 50'-0" OVERALL 21 '-0" 16'-4" 2'-4" .J19 6�06 Ox 61 P6 \w wJa r-6921--AT 56" OPEN RAILING "c1-19 U � \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X SOFFIT " �p • .• , -5T -- 80 6 PIG. 1N/ a 16 XO BL1N. FmO!11111•11111111111•1!�F N 1P� �z uAi00 lll� GF=ATIROD < X1rp 1X0 >Zr Q� _ m m HOSE BIB N/ SPRINKLER T' H. . I' 1 v \ �1 1 • � 1 • •III • I I m FOYER < 0 5068 � 1 B.F. X 0 r��Nl / 0 W Q GO\/ RED PO GH 1- a P -6" PI-5, (2)2x Q Yam/ HEAT DETECTOR 5" S EL BOLL/ UP TO 30 MINIMUM G.AR.AGE _ LINE OF_O.H. DOOR IN UPRIGHT POSITION_ LINE _ _ _ _ _ _ OF O.H. DOOR IN UPRIGHT POSITION I I I I I I I I I I I I I I I I LINE OF NALL ABOVE 8' X 8' DOOR 16, x 8' DOOR 1 TI 3OE50 050 80 OOF_ GS T. 05MT. UNIT (S.G.) (EGRE S) (ECG ESS) "81zl X " e .O.SI W/ SO O W/ 5020 TR N. TRAN. 5'-4z" 5'-42" 5 _5 5 5 5 5 1 6 16 O 1 6 1 8 0 1 6 NOTES: LEGEND: GARAGE NOTES: FIREPLACE NOTE: ALL EXTERIOR WARM WALLS TO BE BEARING WALL I 5/8" TYPE X GNB AT CEILING ONLY '0' CLEARANCE FIREPLAGE N/ 2 X 6 STUDS (9 16" O.G. TYPIGAL. IF LI\/ING STAGE ABO\/E. 1/2" GWB DIRECT \/ENT BEARING ABOVE MIN. AT NALLS FACTORY BUILT FIREPLAGE SHALL ALL HEADERS 4X DF4*2 2. INSULATE ALL HARM NALLS AND BE INSTALLED PER MANUFAGTURER'S O UNLESS NOTED OTHEE RWISEE . FLOOR LINE ABO\/E GEILING. SPEGIFIGATIONS AND SHALL HA\/E APPRO\/AL LABEL ATTAGHED FUR -OUT HEADERS TO MATGH 2 X 6 HALLS. PT. LD. POINT LOAD ABO\/E AB\/. �t 5/8" TYPE "X" GNB MULTIPLE 2x STUDS HEATING NOTES: TO ROOF SHEATHING SOLID BLOCIGING UNDER ALL BEARING ® POINT LOAD HALLS. + INSTALL PER V FIREPLAGES a STOVES MUST BE EXTERIOR DOOR SMOKE DETEGTOR O D.O.E. APPRO\/ED a BE TESTED, -SEAL UNDER ALL EXTERIOR DOORS WITH IIOV INTERGONNEGTED N/ BATTERY BAGK-UP. + 10" PLATFOR '�g CERTIFIED $ LABELED AS SUITABLE BTYL FLEX OR EQUAL PER IRG 314 OF 2 LAYERS FOR USE DURING A FIRST STAGE -HOLD UP EXTERIOR DOORS MIN. 1/2'' AFF 5/4" PLYWOOD BURN BAN. W/ PRESSURE TREATED PLYWOOD. ALL O CARBON MONOXIDE DETECTOR (I LAYER IF PLATFORM DOORS EXGEPT SL I DER PER IRG 515 15 ON SLAB) + SEE HEATING NOTES SHEAR NOTE: G/�BINET NOTE: EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH NALL \/ENT PIPE GAE31NETS ARE SHOWN FOR OPTIONAL NOTES: SEE SHEET Aq FOR SHEAR NALL IF RUNS DO NOT EXGEED 20' IN LENGTH. RAISE ALL PILOTS, BURNERS LOCATIONS, SHEAR WALL THE MINIMUM SIZE OF FLEX OUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' INFORMATIONAL PURPOSES AND SNITCHES +18" MINIMUM NAIL I NG SGHEDULE, a DET,A I LS. ONLY. ACTUAL GAB I NETS ABO\/E SLAB. GOMBUSTION AIR REQUIRED FOR ALL M.AY \/,ARY FROM PLAN. FUEL BURNING APPL I ANGES PLEASE SEE GRAB I NET PAGE FOR MORE DETAIL 50'-0" OVERALL SIOUARE FOOTACGF_S MAIN LIVING Aiz,:EA ISIa Ui=i=Ei;,' L I V I NCB AjRF-A 1500 TOTAL L I V I NCB AREA 28 18 rr,,ARAGF- AREA 51:i8 GOVEi;ZEZ:� F'Oi;;,'GHES I51=1 W I D T�-5 0 I- 011 DEf"7f,,I, I I 421-011 NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEC I F I G SHEAR WALLS .ARE TO O BE NAILED AT N � I a � PH/TV (TYP.) 10 ,� AS STUB 1 TYP. 10 HOSE B 1 B 4 (TYP.) 10 _r • 4 i--IOLDDOWN 15(f HEOULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CKNESS/SPEC I ES REOU I RED T-I 5THD14/14 RJ 24-16d SINKERS (2) 2X4/2X& STUDS HF/SPF T-2 M5T48 (54)-16d (2) 2X4/2X& STUDS HF/SPF T-S M5TA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X& STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HD-iB (5)- 5/4 5-1/2" MIN. 55TB28 (7/8") DF/SP MIN. 24--7/8 " EMBEDMENT Ill 7-L00R f=LA-VIN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REGI ' PED ARCHITECT IMIGH EL YN STATE OF WASHINGTON VJ U00 I0 0 w U H Q�UU IU C� N 00 � � x 00 N1 O O v! 0 C) N r M W date: OI-IS-IQ permit: revisions: drawn by MWJ G%1eGiGed by: O F= A10 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SFR\\/I�Fq nr= TMFN Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any Such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 0# I I I I � XQ I I I I SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL F 71 SIMPSON STRAP PER PLAN �I NAIL PER / SIMPSON I✓ I SPECIFICATIONS — � T—� � � T— � � —1 — 18" FLOOR TRUSS SHEAR WALL FIR OV I DE 4X12 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS L J WITH CONGEALED FLANGE HANGERS WHERE MST 48 STRAPS COME FROM SHEAR WALL ABOVE %I SHEAR NALL AT OUTS 1 DE WALL �# It Q NAIL BOTTOM PLATE TO TOP TRUSS CHORD BELOW PER SHEAR WALL SCHEDULE RIM FLOOR TRUSS (NOT SHOWN) —PER TRUSS MANUFAGTURER NAIL SHEATHING AT RIM LOGATIONS PER SHEAR WALL GALLOUT OF THE UPPER FLOOR PROVIDE FOR 2X4 VERTIGAL BLOGKING AT 4" AT RIM TRUSS OPEN WEB TRUSSES PER TRUSS MANUFAGTURER TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE IS TO BE AN MST45 STRAP -6 (TRU551=5 Pr=RPEND I GULAR) NO SCALE SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL Y SIMPSON STRAP PER PLAN NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD SIMPSON SPEC I F I GATI ONS BELOW PER SHEAR WALL SCHEDULE d I A — L I J I Ld IF5" FI nnR TRIJSS ( /) FLOOR TRUSS PER TRUSS MANUFAGTURER i TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT MST48 STRAP LOCATIONS FOR NAILING THE STRAPS SHEAR WALL AT STACiGE]D WALL '°'-6 (TRUSSI=S PARALLF-L) NO scALE 4X I O OF#2 NOTES: VERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED B-5 5-1/a" X ci" G.L.B. 24F-\/4 q' q' GIRDER TRUSS T---Lf — 4X I O DF#2 4X I O OF#2 /8 " X Q.L.B. F-\/4 I I z tL �I I �I I �m Z B-I 5-1/8" X 15" G.L.B. 24F-V4 ABV. PLATE +(0 Q Q —� rF 7 �. P S I MPSON EGGC)6 B-1 TO POST -TRUSS COMPANI' TO PROVIDE HANGER FOR GIRDER TRUSS +�o� 5/4" TffG (0 00 OSB 4 (4' X 81) DRAFTSTOPP I NG NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 50FT OF — — — — — OPEN AREA WITHIN THE FLOOR TRUSSES PER IRC SECTION 502.12. USE 1/2" 0 # I NGH GYPSUM WALLBOARD OR 5/8" WOOD X IL W q) STRUCTURAL PANELS PARALLEL Q DO TO THE TRUSSES WHERE I ND I GATED. SEAL (X ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE I I I I I I I I I I I I I I X I I I I I I I LL OWN GB-21GB-q- I I I I I I EAG SIDE TO GB-5 {y+P Iq I I I I I I V. I PLA E I Q� V lu ��—TAT—T—�0N — — —_ X GB-2 8-5/4" X 18" G.L.B. 24F-V4 ABV. PLATE +� uS -ON I 1 M�J � D_ DOPTB PLATE GB-1 5-1/5" X 15" G.L.B. �1 � IL I uNDE2X6 24F-V4 ABV. PLATE kb96< 4X12 DF#2 GB-6 5-1/0" X 15-1/2" G.L.B. 16 10'-6" LONG 24F-V4 LONG 1. 5/4" X 4' X 0' T,$G OSB SUB -FLOOR GLUED WITH RA I NBUSTER OR EOU I VALENT AND NAILED Veil TH RING SHANK. SCREW ALL FLOORS PRIOR TO INSTALLING FINISH FLOORING 2. ALL HEADERS TO BE 4X10 OF#2 U.N.O. 5. ALL PSL BEAMS TO BE 2.OE PARALLAM 0# X IL ItQ 2 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS (o 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OCCUR AT THE FACE OF THE STUD GS16 STRAP BOTH SIDES OF BEAM TYP I CAL AT BEAM TO WALL/POST CONNECTIONS A U�=f=r=f;k� I-L-00f� SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REG 1 STERED ARCH I TEGT Imir-H EL YN STATE OF WASHINGTON vJ U M 00 w00 P"1 Q U O H Q u U� N u WN � � x 00 �n O U) H OO J N 00 date: OI-15-IQ permit: revi91ar9 drawn to �by: MWJ G%1eGiGed O i= A10 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SFR\/IC'FS nFPARTMFN Written dimenslons on this drawing shall have precedence Over scaled dimenslons. Contactor shall verify all dimenslons, 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 respon5lb1lity for the cost to rectify same. A A-y NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS co 16 " O.G. TYF I GAL. ALL HEADERS TO BE 4X8 DF#2 UNLESS NOTED OTHERWISE. FUR —OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOGK I NG UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HA\/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNEGTED TO 4" SMOOTH WALL \/ENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER W 1 TH A MAXIMUM RUN OF 15' COMBUSTION AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES 851_ 7" NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEC I F 1 G SHEAR WALLS ARE TO BE NAILED AT PI-6" Ej 1-7'-0" XOX 8'-5" 50'-0" OVERALL 5'-61I A/V 50Z XO 12'-4" 5'-10" 1) TYPICAL O WINDOW INSTALLATION - — — — ----------------- ---------------- ' = 60"R .-----.C-�.BUT A . T2 V I I I N� 2X6 SOFFIT I ® OUT Og �lO� m� p �i�' 2668 MASTER 50 FROM WALL lJ I Two 0 D BATH r—FM 5'-0... I M�4STER TO TOWEL 2 68 Q' LINE OF O I 0 - (V ���ROOM BAR ®48 AFF 0\ I M_ I B'_�" OUTSIDE WALL BELOW l l'-2" n Y- Ory� 50 "I Il—II <<J 0 0 6r-f= I — — I Iov 5S1_ — — IIOv S.D. Mir -1 n `l 2�J6�J SOI TOWEL AR ®45 AFF "' 0 '1 \/ O >=A� — N III o , m _ (V I)- X U m O OATH X� � (V 0 BEDROOM O Q0 > o LAUNDR C_z� ro THREE X = BAGi2XIIG �Q XX `l � Q N LJ — JckHOLEISO HOUSE GFM �IIiO = 0 J W O Q FOR T.B. 48" A.F.F. ® F LINEN = - J TYP. I 0 N BE EEN I N -1 m 110vv S.D. `l URB I N ® N 1NAL AND — — —_ _ _ �, l n1 n I I I FOR � IIOv S.D. �5'-4" B ARD 6'-2" 266�J 4068 0 2X12 r QI-4'" B -6 IIOv S.D. Ej F 6 �0\ HANDRAIL BACKING 8'-1" G=ILIN(S — — — — — — ----- =_ i=4S _ - - — — — ------ 10'-5" CEI ILING ----- (v 36" OPEN RAILING I V 5068 N B.F. O _ I I Ov _2 0 J J J- T� I Lii = OPEN TO I K D- z� BEDROOM cV BELOW I L o z= BONUS J J FOUR X ROOM _I 0 Ioo0 Q o m N �� W� I GE� 1� < _ . -- .-- ' R I - I 90 LEGEND: BEARING WALL — — — — BEARING ABOVE FLOOR LINE ABO\/E PT. LD. POINT LOAD ABO\/E AB\,/. �c MULTIPLE 2x STUDS POINT LOAD ® SMOKE DETECTOR 10\/ I NTERGONNECTED W/ BATTERY BAGK—UP. PER I RG 514 ® CARBON MONOXIDE DETECTOR PER RG 515 C,4B 1 NET NOTE: CABINETS ARE SHOWN FOR INFORMATIONAL FURPOSES ONLY. ACTUAL C.AB 1 NETS MAY \/ARY FROM FLAN. PLEASE SEE GAB 1 NET PAGE FOR MORE DETAIL *** SHEAR NOTE: SEE SHEET ,Aci FOR SHEAR WALL N,A I L I NG SCHEDULE, -$ DETAILS. MOTE FLASH I NG7 REOU I FZEMENTS REFER TO ALL FLASHING DETAILS NOTED AND SHOWN ON FOLLOWING F AGES. INSTALL OU I CK FLASH, WATERBLOG< MEMBRANE, BUILDING PAPER, METAL i=LASHING, ETG . AS SPEG I F I ED, DETAILED AND AS REOU I RED TO MAINTAIN BUILDING ENVELOPE I EMERGENCY ESCAPE AND RESCUE OPENINGS I ■ SHALL BE INSTALLED IN BASEMENTS, ■ I HABITABLE ATTICS, AND IN SLEEPING ROOMS; I OPENABLE W/O USE OF KEYS, TOOLS, OR I SPECIAL KNOWLEDGE. IRC R310 I ■ * MIN. 5.7 SF NET CLR OPENABLE AREA ■ I * MIN. 24" NET CLR OPENABLE HEIGHT ■ * MIN. 20" NET CLR OPENABLE WIDTH * MAX. 44" FINISHED SILL HEIGHT HOLDDONN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REOU I RED T—I STHEI 114/14 RJ 24-16d 51NKER5 (2) 2X4/2X6 STUDS HF/SPF T-2 MST40 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)—IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HE- 1-iB (5)- 5/4" 5-1/2" MIN. SSTB28 (_7/8") DF/SP MIN. 24-7/8" EMBEDMENT A -5i SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER PER R314 IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKING APPLIANGE. IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 1O' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKING APPLIANGE. PHOTO ELECTRIC, SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6' HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKING APPLIANGE PER R314 Uf=f=r=Fk r_L-00Fk f=L.ANN SEE 6-ENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REG 1 STERED ARCHITECT M1r_H EL YNE JOI-IN50N STATE OF WASHINGTON 00 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SFR\/IC'FS nFPARTMFNT cl 00 00 /4�� mm7 U VJ M O �T� G� Q 1� U ^ u �r Nritten dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. EAVE PROTECTION PER IRG R302.I IF EAVES ARE NITHIN 5' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANCE RATING IS REQUIRED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS. IF THERE IS SOLID BLOCKING AND NO VENTS, THEN THE FIRE RES I STANCE RATING CAN BE REDUCED TO ZERO HOURS. GOR-A-VENT IN -VENT. INSTALL 36" FROM EDGE OF SAVE. PROVIDES 6.75" 50 IN. NET FREE VENTILATION AREA PER LINEAR FOOT. USE GOR-A-VENT ONLY OVER GONOITIONEO SPAGES SOLID BIRD BLOUG I NG AT WALLS 5' OR LESS FROM THE PROP. LINE I" SLOT TRUSSES PER PLAN 2X6 EXTERIOR WALL ONE HOUR EA\/E DETAIL ( IF PLAN REQU I RES) NOTFS: 1. INSTALL 100% VENTED BIRD BLOCKING ONLY WHERE WALL 15 MORE THAN 5' FROM THE PROF'ERY L I NE 2. INSTALL GORAVENT OR EQUAL RIDGE VENTS WHEREEVER POSSIBLE 5. INSTALL AF50'S TO GORE WHERE VENTED RIDGE CANNOT E3E INSTALLED. 4. BARGE TRIM TO BE 2X I O WHITE WOOD UNLESS NOTED OTHERW 1 SE ON THE E31JI LD I NG ELEVATIONS 5. VENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLONED NHEN THE EXTERIOR HALL IS 5 FEET OR LESS FROM THE PROPERTY LINE OR NHEN THE EAVE OR OVERHANG 15 LESS THAN 5 FEET FROM THE PROP. LINE 6. ALL HEADERS TO BE 4X8 E7F#2 U.N.O. 7. ALL SAWN LUMBER TO E3E DF#2 U.N.O. 8. ALL PSL TO E3E 2.E PARALLAM q. ALL G.L.B. TO E3E 24F-V4 10. IF TWO DIFFERENT ROOF P I TGHES MEET AT A CORNER ON A HIP ROOF, MAKE THE STEEPER PITCH THE SHORTER OF THE TWO OVERHANGS (M 1 N. 12 ") TO PLANE THE OUT. 11. PROVIDE TRUSS ENGINEERING ON SITE AND ALL REOU I RED BRAG I NG GOMPLETE FOR FRAMING I NSPEGTI ON. LATERAL NOTE: NAIL ALL ROOF SHEATH I NCB AT I _ .. EDGES SUPPORT 2X6 RAFTERS a 24" O.G. a F I REPLACE ROOF- NO OVERHANGS TYP I GAL Sf ATTIC VENTILATION AT GABLE END ® 24"24" O.G. © 24" O.G. TRUSS TYPICAL W/ 18" RAISED W/ 18" RAISED HEEL HEEL PROVIDE NET FREE VENTILATION TOTAL OF I SOFT PER SOO SOFT OF ATTIC AREA WITH 40-5090 WITHIN 5' OF RIDGE AND THE REMAINDER AT THE EAVES ROOF VENTING CALCULATION (ROOF OVER UPPER LEVEL) I65Gi SOFT AREA = 5.55 SOFT REQUIRED G�� MAXIMUM ENCROACHMENT INTO 5' BSBL IS 18" INCLUDING TRIM, FINISHED, EAVES AND OVERHANGS (5.55) X (505?,o) = 2.7-7 SOFT MIN. REOU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 Q) SCREENED HOLES PROV I D I NG� 6.28 50. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 64 VENTED BLOCKS= 2.81 SOFT PROVIDED (5.55) X (5096) = 2.7-7 SOFT MIN. REQU I RED WITHIN 5' OF THE R I OC-7E GONTINUOUS RIDGE \/ENT 15 15.5 SO. IN. (.OGi4 SOFT) PER LF PROVIDE 4-7 LF AT 4.41 SOFT PROVIDED TOTAL VENT AREA PRO\/IDED= -7.22 SO FT ROOF VENTING CALCULATION (ROOF OVER MAIN LEVEL) 418 SOFT AREA 500 = .SGi SOFT REQUIRED (1.5G) X (5096) = .70 SOFT MIN. REQU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 SCREENED HOLES PROVIDING 6.2�5 SQ. IN. (.044 SQF�) PER BLOCK. APPROXIMATELY 25 VENTED BLOCKS= 1.10 SOFT PROVIDED (1 .5Gi) X (5096) = .70 SOFT MIN. REQU I RED 1N I TH I N 5' OF THE R I DC7E CONTINUOUS RIDGE VENT 15 15.5 SO. IN. (.OG4 SOFT) PER LF PROVIDE 8 LF AT RI DC-7E = .75 SOFT PRO\/I DED TOTAL VENT AREA PROVIDED = I .g5 SO FT Q � Q Fk001:0 r-Fk�1�ING If=L.�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-71 REG 15TERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON00 00 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A10 III V J M 0 w � W Q U H Q�� N � Q � � x Mi O O V J �/ J O N date: OI-IS-IQ permit: revisions: drawn by : 201 g lNASH I NC�TON. STATE ENERC�'IY GODS 1 18" FLOOR R-4ci TYP. IN STORM SYSTEM Sr=GT 1 O'N— SEE GENERAL NOTES SHEE. 1411,ik ^ 'W41k1.L. Sco, HF.= UL) L.rz PER 20145 1 sa GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS 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 CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGING SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP d BTM. A35 BLKG. PLATE 51MP50N MA5AP PLATE VALUE EDGES FIELD PLYWD. PLATES ANCHORS REO'D. ANGHOR BOLTS ANGHOR5 NAILING (#/LF) PI -6" 8d 6" 12" 6" 181, O.G. 2x4 5/5" ® 48" o 45" $ EN05 (2) 16d ® 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" @ 52" ® 50" ff ENDS (2) 16d @ 7" 34ci PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" 19 24" ® 24" a ENDS (2) 16d @ 5" 450 PI-2" 8d 2" 12" 2" 12" O.G. 3x4 5/4" 19 24" o 18" B ENDS (2) 16d @ 5" 585 P2-6"* 8d 6" 12" 6" 10" O.G. 3x4 5/8" @ 24" N/A (2) 16d @ 5" 480 P2-4"* 8d 4" 12" 4" 8" O.G. 3x4 3/4" @ 20" N/A (3) 16d @ 5 " 700 P2-3" 8d 3" 12" 5" 8" O.G. 3x4 3/4" 9 16" N/A (4) 16d c9 5" 'l00 P2-2" ** 8d 2" 12" 2" 8" O.G. 3x4 3/4" 9 12" N/A (4) 16d (941, II70 **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBG 2018, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR N4LL NOTES 7/I6" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @) 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE I-I/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS (g 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 45" O.G. (D EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SOUARE WASHERS AT ALL ANCHOR BOLTS. 7/16" 0515 OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES ® 14 GA. STAPLES 3" O.G. - 250 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 390#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS $ STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWN5 OR U5P HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, S I MPSON STHD 14 OR USP STAD 14 SIMPSON MSTSC OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD-7B OR USP TDXIO (1/8" ANGHOR BOLT MIN. SIMPSON MSTG48B5 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (S) 2X4(6)) SCALE: 1/4" = 1'-0" PER PLAN 2x TOP PLATE ---- NAIL SHEATHING TO HEADER HEADER ® 3" O.G. B.W. EXTEND TO END WALLS - — - (2) 2x STUDS CONNECT PLYWOOD W/ 5d NAILS ® 3" O.G. TO ALL STUDS, PLATES 8 HEADERS APA RATED SHTG. In " MIN. 24/0 EXP. I n I I I STHDI4 WOOD II TO CONCRETE I I GONNEGTORS OR II II EQUAL (3) #4 VERTICALS i it Jill - 3x PLATE OR 2-2X NAIL 5HEATHING #4 HORIZ. ® TO EACH PLATE 12" o 3/4" 0 X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O STEM WALL 1 k H GONT. ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR =, --6 INSIDE OF GARAGE PLAN VIEW OF GONC,KETE STEM WALL I LATERAL RESTRAINT PANEL A-q SEE 6ENEF.AL NOTES NO SCALE *ALL CL I MATE ZONES (TABLE R402.1.1) FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGC 0.2a (PRESCRIPTIVE 0.50 NR R-4G R-21 R-50 0/15 R-21 +TS R-10, 2 FEET *TABLE 406.5- ENERGY CRE]D I TS (SINGLE PAM I LY) TH 15 PLAN REOU I RE5 6 GRED I T5 51 NGE IT 15 OVER 1500 5OUARE PEST AND UNDER 5000 SQUARE FEET OPTION GRED 1 T HEATING OPTION 2 HEAT PUMP (ELEGTRIG) I.O ENERGY PRESCRI PTI \/E COMPLIANCE IS BASED .5 OPTION ON TABLE R402.1.1 W 1 TH THE FOLLOWING 1.5 MODIFICATIONS: \/ERTICAL FENESTRATION U=0.25 FLOOR R-58 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTI\/E UA BY 5% ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 OPTION WITH A MINIMUM HSPF OF 11.0 5.5 ENERGY H\/AC EQUIPMENT AND ASSOCIATED DUCT 1.0 OPTION 5Y5TEM(5) INSTALLATION SHALL COMPLY 4.2 WITH THE REOU I REMENTS OF SECTION R405.5.7. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWLSPACES 15 NOT PERMITTED UNDER THIS OPTION. ELEGTRIG RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER TH I S OPTION. DIRECT COMBUSTION HEATING WITH AFUE LESS THAN 0096 IS NOT PERMITTED UNDER TH I S OPTION. ENERGY OPTION WATER HEATING SYSTEM SHALL INCLUDE 2.0 5.5 THE FOLLOWING: ELEGTRIG HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S AD\/ANCED WATER HEATING SPECIFICATION SHEAR WALL PER SHEAR WALL GALGULATIONS SHEAR WALL cy F/71 SIMPSON STRAP �I PER PLAN NAIL PER /I NAIL BOTTOM SIMPSON �-j I PLATE TO TOP TRUSS CHORD SPEGIFIGATIONSBELOW PER SHEAR WALL SCHEDULE-T—� � � T— � � T PROVIDE 4X12 BLOCKING TO HANG OFF 4X6 TRUSS GHORDS WITH GONGEALED FLANGE HANGERS WHERE MST STRAPS GOME FROM SHEAR WALL ABOVE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE 15 TO BE AN MST STRAP SHEAR JNALL AT i=L00R TRUSS (TRUSSES PERPEND I GULAR) 4I NO .OGKING - a 3" o.G. TO .OGKING - ® 6" O.G. 55 2X6 V-BRACE a g'-O" O.G. (2) 2X TOP PLATE NO SCALE 2X STUD/ SHEAR WALL PER 5GHEDULE SHEAR ^AL.L. FERF. TO TRUSS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE 8d a 6" O.G. 2X BLKG. W/ 16d — ® b" O.G. a VENT HOLES (RIP BLK'GJ OVERHANG ff L9 FASC I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. TOTAL 6.0 CREDITS HI ANCHOR . 24" O.G. TYPICAL 3 TYP. SHEARW?.LL TO ROOF A-Q CONNECTION NO SCALE 71 REGISTERED ARCH I TEGT n MICH EL YNE JOHNSON STATE OF WASHINGTON VJ U0 00 W � U O H I� u u U N 1-4 cq N r date: OI-15-IG permit: revisions: drawn by �by: MWJ G%1eGiGed A1=1 O� Awk 10 RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to with the work, or the Gontractor shall accept Fri full responsibility for the cost to rectify same. 3) 12" WATERBLOCK NAIL ON FLASHING 1) ELECTRICAL JUNCTION BOX 8) WATERBLOCK 25 MIL 2) 12" WATERBLOGK WATERPROOF FLASHING NAIL ON FLASHING 4) 1 LAYER 60 MINUTE BUILDING 2) QUIGKFLA5H ELECTRIC MEMBRANE TO SEAL HEAD FLASHING PAPER OVER FLA5HIN6 PANEL FLASHING PANEL I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE 7) WATERBLOGK 25 MIL I) QUIGKFLASH PLUMBING TO CREATE SHINGLE EFFECT PAPER ON TOP OF FLASHING BUILDING PAPER DOOR FLASHING PANEL BEHIND FLASHING WATERPROOF FLASHING ROUGH 5) INSTALL WOOD OR STONE BLOCK MEMBRANE TO SEAL JAMB OPENIN 3 ) 1 LAYER 60 MINUTE (TO MATCH SIDING MATERIAL) COLUMN OR WALL FRAMING SIDING NOTES: FLASFfIN6 I ^ \ PANELNTO SUPPORT WITH BEVELED EDGE I) METAL N CREATE 5HING E FOR LIGHT FIXTURE OR OUTLET METAL WATERTABLE/51LL SIDING T AT TOP BETWEEN TRIM ETINEE EFFECT � O � FLASHING f AND DOOR 2) NO CAULKING STAPLE ONLY TH15 AREA I" X , 4) INSTALL KD CEDAR PREDRILL BETWEEN DOOR FRAME WIDTH OF DOOR BLOCK SUPPORT WITH AND TRIM BEVELED EDGE 3) CAULK AT SIDING 1) 12" WATERBLOCK NAIL ON AND TRIM ONLY FLASHING O ` 2X WOOD TRIM GUT AT 4) DOOR TRIM TO BE Ell 20 BACK BEVEL OR 5/4x UNLE55 NOTED 5) I LAYER 60 MINUTE y STONE LEDGE T.B.D. FIELD VERIFY DETAIL OTHERWI5E BUILDING PAPER. STOP PAPER 2) 1 LAYER 60 MINUTE BUILDING PAPER UNDERNEATH 3) 1 LAYER bO MINUTE (WOOD 5) DECK APPLICATION SEE TYPICAL DETAIL AT DOOR FLANGE AT TOP AND 4) SLIDING GLA55 DOOR SIDES OF DOOR. RUN PAPER PREDRILL BOTTOM SIDE OF FLASHING PANEL ` BUILDIN6 PAPER UNDERNEATH BOTTOM 51DE OF FLASHING PANEL WOOD DETAIL 560200 INCLUDING POLYURETHANE UNDER FLANGE AT BOTTOM OF CAULK BEHIND DOOR FLANGE 5) PLUMBER INSTALL FR05T (5) WATERBLOGK 25 MIL DOOR AT TOP AND SIDES (SECURE FREE HOSE BIB 6) INSTALL SIDING WOOD DETAIL I LAYER (60 MINUTE WATERPROOF FLA5HIN6 DOOR WITH NAILS PER BUILDING PAPER MEMBRANE OVER DOOR MANUFACTURER'S 5PE05) BEHIND FLASHING FLANGE AND HOLD BACK FROM DOOR FRAME ELEGTRI GAL BOX FLASH I NCG PANEL wATERTABLE/SILL FLASH I NCG w/WOOD S I D I NCB SLIDING CGLASS DOOR PLUMB 1 NO FLASH I NO PANEL 0 2 NO SCALE NO SCALE NO SCALE NO SCALE 2) QUICK FLASH PLUMBING FLASHING SIDING 4) 1 LAYER bO MINUTE PANEL BUILDING PAPER OVER I LAYER 60 MINUTE BUILDING I LAYER bO MINUTE FLA5HIN6 PANEL TO -- PAPER ON TOP OF FLASHING BUILDING PAPER CREATE SHINGLE EFFECT 2) 2b 6A. GAL.. SHEET METAL VENT BEHIND FLA5HIN6 COVER INCLUDING CAULK BEHIND FLANGE COLUMN OR WALL FRAMING 5) INSTALL KD CEDAR AT TOP AND SIDES (SECURE VENT COVER 1) DECK FLASHING BLOCK SUPPORT WITH WITH NAILS) METAL WATERTABLE/SILL FLASHING SIDING NOTCHED AT DOORWAY BEVELED EDGE I) PIPE T WIRE PENETRAATION ILL" 0 FLASH �K DOOR OPENING PREDRILL \ ' SLOPE TO DRAIN 2X WOOD TRIM GUT AT 20 BACK BEVEL OR V.I. STONE LEDGE OR COURSE BRICK T.B.D. FIELD VERIFY 3/4" I)" PT GDX PLYWOOD BEHIND BRICK COLUMN VENEER 3) I LAYER 60 MINUTE BUILDING PAPER II/I6" BRICK OR STONE AND STONE VENEERS NOTE, b) INSTALL 510ING UNDERNEATH BOTTOM SIDE 2) 1 LAYER 60 MINUTE BUILDING PAPER OUT BOTTOM FLANGE TO CLEAR DECK OF FLA5HIN6 PANEL 3) INSTALL WIRE LATH BEHIND CULTURED STONE VENEERS, 51NGLE LAYER IN FIELD SURFACE PRIOR TO INSTALLATION 2) DOOR PAN 5) DRILL HOLE FOR PIPE 4) 25 MIL 3) I LAYER 60 MINUTE BUILDING PAPER. DOUBLE LAYER AT CORNERS ERPROF WATTERPROOF OF FLASHING STOP PAPER AT FLANGE AT TOP AND MEMBRANE OVER FLANGE AND SIDES OF FLANGE. RUN PAPER UNDER HOLD BACK �" FROM VENT COVER WATERBLOGK NAIL ON FLASHING AT BOTTOM OF VENT COVER SLIDING GLASS DOOR wATERTABLE/SILL FLASH I NO w/BR I CX \/SNEER DECK GOAT I NO APPL 1 GAT 1 ONS PLUMB 1 NO/w 1 RE FLASH I NO PANELS \/ENT (:,,O\/ER FLASH I NO NO SCALE NO SCALE NO SCALE NO 5GALE 3) 12" WATERBLOGK NAIL 2) 12" WATERBLOGK ON FLASHING 3) 12" WATERBLOGK NAIL ON FLA5HING 8) NAIL ON FLA5HIN6 WATERBLOGK 4) 12" WATERBLOCK NAIL 25 MIL ON FLASHING WATERPROOF 7) WATERBLOGK 25 MIL \ WINDOW FLASHING WATERPROOF FLASHING MEMBRANE ROUGH TO SEAL MEMBRANE TO SEAL OPENING HEAD JAMB FLASHING SHEATHING DOOR OPENING FLASHING \ \ I LAYER 60 SIDIN G \ \ \ TE BUILDING PAPER X I LAYER bO MINUTE Q BUILDING PAPER - STAPLE ONLY THI5 AREA I" X `� BUILDING PAPER SHINGLED \ WIDTH OF WINDOW NOTES: SEALANT 6" OVER 3x5 FLASHING 1j" CLEAR AIR SPACE 1) 2 METAL FLA5HIN65 AT TOP BETWEEN TRIM 1) 12" WATERBLOGK _ _ \ I100 ROOF TO WALL VENTING AND WINDOW NAIL ON FLA5HIN6 2) NO CAULKING WATER TIGHT , ` �� \� 05B ROOF SHEATHING OVER BETWEEN WINDOW - _ DIVERTER i SEAMS (TYP) { ° i 1 II 0 2x4 RAFTERS 24 O.G. 1) 12" WATERBLOGK FRAME AND TRIM I \' TYPICAL VENT BLOCK WITH NAIL ON FLASHING 3) CAULK AT SIDING 5) 1 LAYER 60 MINUTE SCREEN OVER HOLES AND TRIM ONLY BUILDING PAPER. STOP PAPER AT WINDOW OUT FASCIA J 2) DOOR PAN 4) WINDOW TRIM TO BE 5/4 FLANGE AT TOP AND APPROX. 2" SIDES OF WINDOW. RUN TO ALLOW KIGKOUT FLASHING PAPER UNDER FOR I" CLEAR AIR SPACE (5) WATERBLOGK 25 MIL 4) WINDOW INCLUDIN6 FLA5HIN6 AT BOTTOM CONTINUOUS SIDING PER ELEVATION WATERPROOF FLASHING POLYURETHANE CAULK OF WINDOW INSTALLATION MEMBRANE OVER BEHIND WINDOW FLANGE OF WRB AND WINDOW FLANGE AND AT TOP AND SIDES SIDING NOTE: 5) INSTALL DOOR (b) METAL Z FLASHING AT HOLD BACK �" FROM (SECURE WINDOW WITH GUTTER NOT 5HOWN FOR CLARITY HEAD. I LAYER bO MINUTE WINDOW FRAME NAILS PER BUILDING PAPER MANUFACTURER'S SPECS) SW 1 NO I NCG DOOR K NDOw FLASH I NCB K 1 GKOUT FLASH I NO F I REPLACE ROOF \/ENTI LATI ON NO SCALE 1 O NO SCALE 11 12 NO SCALE NO SCALE 12a71 RECG 15TERED ARCHITECT MIGH L YNE JOHNSON STATE OF WP.SHIN6TON U� H-�-I V J 00 I? M u I-1 ' ` V M O G1 OU `r y c� 00 00 J N r 00 date: 0I-15-IGi permit: revisions: drawn by: M1NJ checked by: I O� I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT Viritten dimensions on this drawing shall have precedence over scaled dlmenslons. Gontactor shall verify all dlmenslons, conditlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmenslons and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d ® 6"O.G. EDGE 2x P.T. SILL — ad (P 12" O.G. FIELD (7/16" OSB AGX PLYWD (9 EVES) 24" CARDBOARD BAFFLE MIN. 15# UNDERLAYMENT ALLOW FOR I" AIRSPACE NAIL 6" EDGE, 12" FIELD MIN. EXTEND 12" ABOVE WITH 8d NAILS, U.N.O. INSULATION. X d Q — O I SOLID SHEATHING OR GDX PLYWD. - WHERE EXPOSED N TO WEATHER n nnnnn TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 FIN. ELR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" -/(," OSB. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. S I D I N6, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. ELR. z_- 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEMn' FIN. GRADE TO SLOPE AWAY FROM BUILDING % z_ a x \/ v ° �O , a 4"(P PERF. FOOTING DRAIN TILE W/ CLOTH COVER 8 GRANULAR COVER AS REO'D. BY SOIL CONDITIONS 5/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS I) 48" o.c. NO LESS THAN 02" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. m ° #4 REBAR @ 16" O.G. HORIZONTAL HANDRAIL: r 6RIP 1i4" - 2" PROJECTION FROM a WALL NO LESS ° #4 REBAR ® 48" O.G. VERTICAL THAN 1%2". a 3" MIN. GLR. TYP. #4 REBAR OPEN RAIL: W "J" BAR OPEN SPACE BETWEEN PICKETS SHALL BE ALL FOOTINGS TO BEAR ON LESS THAN 4" CLEAR � BEARING SOIL - APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. in SEE ROOF FRAMING PLAN i FOR SPACING 5717 10UNL7)A710N SETA I L 2 . m INSULATE PER WSEG 6 50ALE: N.T.5. 1- Y INC7 AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN OR FLOOR TRUSSES i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER (P WALLS AND GEILIN65 1- V I NCB AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS 5"X 10" ANCHOR BOLT W/ 3"X3"X 1 " PLATE WASHERS @ 48" o.c. NO LESS THAN 42" ff NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETC. -1" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 3/4" T�6 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" ED6E, 12" FIELD W/ IOd NAILS. SHEAR 1NALL PER PLAN DOUBLE STUD ® EACH. STRAP EDGE RIM JOIST MST48 a CENTERLINE OF RIM JOIST PONY WALL (2) 2X4'S a 16" O.G. OR (1) 2X6 a 16"0 .C. MIN. -7/16" PANEL SHTCG. BLOCIGED EDGES Oda 6" O.G. ® EDGES 8d® 12" O.G. IN FIELD OR SHEARWALL NAILING PER PLAN HOLOOWN PER SHEARWALL..SCHED. GRADE 11 X �X= II 1 'I s 4" T$ C-� FLR. SHTG. -FLOOR JOIST PER PLAN A.B. a FI7TN. PER TYP. OETA I L 4 PON*yoo ^ALL =SETA I L 6 SCALE: N.T.S. INSULATE PER WSEG., 485 MAX. GR L.cJ� G UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE . 1 SEE FOUNDATION PLAN FOR BEAM SIZE POST SIZE / SPAGIN6 oO# FELT 6 MIL. POLY VAPOR BARRIER (Yi ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL rj­� TYP I GAL ^ALL SECT I 0N5 C� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING ERG. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" H6AM10 POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a a 2X4 STOP — 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) 0 57A 1 R DETA 1 L- 71'P 1 GAL C� I SCALE: N.T.S. ° a 4" GONG 4" GRAM NOSING HANGER 3-2x 12 STRINGERS Q W 2X4 BLOGKIN6 Z (FIRE5TOP) F I REBLOGKS �O STAIR NOTES: RISER HEI6HT = 7-5/4" MAX. TREAD DEPTH = 10'' MIN. NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBC.-2018 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on fob site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and monufocturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. L1. TJI products to be installed per manufacturer's installation guide and approved reports. IO.All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip Galvonze (ASTM A125 for connectors and ASTM153 for fasteners and anchors. 11. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 56" from a window opening. CLIMATIC, AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DECAY: SL 16HT TO MODERATE WINTER DESIGN TEMP: 260 IGESHIELD REQUIRED: YES FLOOD HAZARDS: 2005 I GG2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 46 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) OL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5/2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2018 IBG STEEL PER 2018 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(I), Rb02.10 WIND: 85 MPH SEISMIC: ZONE - DI V = see design Galculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUOLA5 FIR #2 6" BEAM: fv = 85 fb = 815 PSI E = 1,600,000 4 POST: DOUOLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 8 STUDS: fv = 75 fb = b50 PSI E = 1,500,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = l,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: Tff 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL a ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/16" FOOTING FOR: 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 125 fl 1 \ REGISTERED I\I PRGHITEGT MIGI-I EL YNE JOHNSON STATE OF 1^L45HINGTON F--�-I r !1 V J N � N UH M 00 O o H � U s. c � � W cn > �7. f� � 00 m c c J N 00 A y date : 03-03-21 permit: revisions: drawn to RO checked by: SHEET 6 I RECEIVED P-1 3-21 • 'ITY OF EDMONDS DEVELOPMENT VICES DEPARTMENT