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APPROVED BLD PLN_FIR BLD2021-1102+Architectural_Plan+8.9.2021_10.51.23_AM+2346253Written dimensions on this drawing shall have precedence over sealed dimensions. contactor shall verify all dlmensions, Gonditfons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmensions and/or conditions shown on these drawings. ,4ny such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the Gost to rectify same. 0 !P N MAXIMUM BUILDING HEIGHT � 43�.4�i' :4\/ERAGE ORIGINAL GRADE � 41 �.4�' HEIGHT Oi= STRUCTURE � 43�.�3' H,°.RD I EP,4NEL S I D I NCB W/ I XZ ,4T SF,4MS ,4ND 2X2 PRE -MADE CORNERS TYPICAL UNLESS NOTED OTHERWISE HARD I EPANEL W/ IXz �/ERTIGAL 8" 18" O.G.-DOOR AND WINDOW TRIM �/4XS TYP. AND 5/4X8 TO FIT BETWEEN WINDOWS ,, ,� UPS i=LOOK P.L. _ _ _ _ _ _ w � �� / // � � 5/4X10 WW BARGE �� �/ %� 4 w - W/ IXS TRIM W/ � Q i ZX6 SUB -BARGE � � r I � � - t1 PIN. PLR. UPPER � DEN/GUEST P.L. I b" f=LOOIZ TRUSSES IAM N FLOOR P.L. - - _ - - _ - - %� %� - ��o - - - - E _ � C�!G J I W � _ -� � %/ /� �/ �/ � � � � � I QOn � z_ 0 non �f1��o i � — — PIN. PLR. MAIN � '`� � C i� � �o��--�� � �`� C�/�.� �� - - - o I�IOT� �L_�S�-+ 11�10 fi��G�U I fi��M�N.Ts iZ�i=�R TO ,4LL i=L,4Sl--f I NCB D�T� I LS NOTED AND SI--fO1�lN ON i=OLLOW I NG PAGES. INSTALL QU I GK SLASH, 1NATERBLOGK MEMBizANE, BUILDING PAPEiz, METAL i=L�SI-f I NCB, ETG . PAS SP�G I � I ED, D�T� I LSD ,4ND PAS REQUIRED TO MAINTAIN BUILDING EN�/ELOPE 08-31-2021 PLAN REVIEW NOTE: Approved with condition. The plans indicate a total square footage of 2977 including the covered porches. When measured it was found the square footage is 3072.54 requiring sprinkler protection. Main floor: 1455.63 Upper floor 1616.91 CONDITION: Fire sprinklers required due to square footage. DFM Burt Deferred Submittal: Sprinkler system 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. Approved DFM Cl� r%s g u.l�t South County Fire Date: 08/31 /2021 APPROVED BY PLANNING Sep 24 2021 COMPOSITION SHINGLE ROOF I NCB TYP I GAL C� " FASG I ?� C-�UTTER BONUS ROOM P.L. %/ %/ U� I 0 ROOF TO WALL /ENT 0 �/ II // CULTURED STONE �/ENEER � W/ GONGRETE SILL I (� INSTALL PER MFD. SPEC I F I GAT I ONS TREATED PLYWOOD BEHIND LI ALL AREAS WITH STONE � 5/4X6 PWW ABo�E PORCH NOTES DOOR INSTALLATION q SLAB ZXIO LINER WRAP (TYP.) O S/4XS TRIM ALL I EXTERIOR L I C�HT I . �XTi=RI OR TRIM D�T.41 LS PORCH C " BELOW SIDES TYP. 1O � PLACES (TYPJ-S/4"X4" 1=RONT 1=AGING CORNER BOARDS AT � I � / � I HORIZONTAL SIDING TYP I GAL AND WHERE O I �l T � � � l( � T I O I mil, I I � I I �'.DDRESS NOTE: SHOWN ON THE BUILDING ELE\/�TI ONS ADDRESS NUMBERS SHALL BE UNLESS NOTED OTHERWISE SEE GENERAL NOTES SCALE: I/4" = I'-O" � MINIMUM 4 HIGH WITH A - S/4" X �" WINDOW TRIM AT HORIZONTAL MINIMUM STROKE WIDTH OF I/z" SIDING TYPICAL AND WHERE SHOWN ON AND TO BE ON � GONTRASTI NCB THE BUILDING ELE\IATI ONS UNLESS NOTED BAGKC�ROUND PER I RG � I q . I OTHERWISE -z" X z" TRANSITION BETWEEN HORIZONTAL SIDING AND HARD I EPANEL TYP I GAL AND WHERE SHOWN ON THE BUILDING ELE\/AT I ONS UNLESS NOTED OTHi=RW I SE -EXTERIOR WOOD GLULAM OR SUNWOOD ONLY z. SIDING -C "X6" SHEET METAL PLATE FOR 6-I/4" SIDING AT ALL JOINTS - 8"X8" SHEET METAL PLATE FOR �i-I/4" SIDING AT ALL JOINTS -HARD I EPANEL SMOOTH W/ I XZ AT SEAMS AND ZXZ PRE -MADE CORNERS -SOFFITS FINISHED WITH HARD I EPANEL AT PORCH GE I L I NGS ABD GANTI LE\/ERED FLOOR AREAS ( 11= APPL I GABLE) -IXz AT HARD I EPANEL SEAMS �. ROOF -BARGE TO BE 2X10 WHITE WOOD OR EQUAL -PRO\/IDE KITE BLOCKS AT THE TOP OF ALL GABLE BARGE TRIM TO BE INSTALLED BY THE SLIDER AFTER THE RAKE 1=LASHING I S INSTALLED. ABO�/E PAT I O SLAB fi���� �����T I Oil SEE GENERAL NOTES SCALE: I/4" = I'-O" i-X4 FRONT � REAR FAG I NCB CORNER BOARDS (TYP.) 4" HARD I EPLANK S I D I NCB TH 1" RE�/EAL PRO�/IDE SHEET METAL BACK I NCB AT ALL JOINTS aIN ELECTRICAL APPROVED ERMIT FROM PLANS MUST BE 'ATE LABOR & NDUSTRIES ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work NEW SFR Address 8713 240TH ST SW LOT 2 Owner ADAMANT HOMES ------------------------------------- Approved Date 9/26/2021 ---------------------------------- Building Official � w• � �� Permit Number BLD2021-1102 �-I I REG I STEREO .4RGH I TEGT IMIGH EL Y STATE OF WASHINGTON VJ • U m M o � � TUB �T� �-�-I c� V Q U O H � (` U � +� �, v r H N � '�� U � � � z� � I� r r O O I- N = 0 J N M date: 06-ol-zl permit: revisions: drawn by �by: MWJ checked S i--F E_ � T I o� I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over sealed 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. .4ny such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the Gost to rectify same. UPPER FLOOR P.L. __ � I Q � _ � � a � � �� Q W y � (L � � �' FIN. FLR. UPPER � 18" f=LOOR TRUSSES — — — — — — — — — — — — — — — — — — M?.I N FLOOR P.L. � � - �— — — � — — — — 0� — — — - � � lU I IU J S 0 � � Q J � W � � _ � z _I � 1n FIN. FLR. M.41N F.P. \/ENT 8 (TYP.) 10 ���T �����T I Oil SEE G�NER�.L NOTES SG.4LE: I/4" = I'-O" _ _ _ _ _ _ _ _ UPPER FLOOR P.L — — � � � � � w W � I � Q -I � � r tX � w � FIN. FLR. UPPER _ o OD 18" FLOOR TRUSSES - M?.IN FLOOR P.L. 0 0 � I - o � � = oO � - W 2 O _ CS.GJ CS.GJ = � O � 0 0_ _ � � � � � � W � - OD � � - o - z � '( ]I o� � � �� > >��I FIN. FLR. M?�IN �� HOSE BIB 4 (TYP.) 10 ��s STUB � fi� I GAT �����T I Oil (TYP.) 10 SEE G�N�R�vL NOTES SG.4L�: I/4" = I'-O" PH/T�/ -7 (TYP.) 10 �71 REGISTERED ARGFi I TEGT MIGH EL YNE JOHNSON STATE OF wASHINGTON RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SFR\/I("'FS f1FPART�AFNT V J � U M W� j7� h� � � i� V Q o H 0 � �� �� ~�� U� � � N �+ ��� U � � � z� � r ^ V J �'" M N = 0 J N M ti �- date: OI-15-I�i permit: revisions: drawn by �by: MWJ checked � �--i � i= T O� I Written dimensions on this drawing shall have preGedenGe over sealed dimensions. Contactor shall verify all dimensions, Gondltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions 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 I S 1200 LB/FOOT ALONG FOUNDATION WALL/FOOTING LOADING AT WALL = 1200 I SOO PS I .80 II" WIDE MIN. FOOTING REC�2U I RED - PER TABLE R40�.1 (I) MIN 11" WIDE FOOTING REG2UIRED- 18" WIDE FOOTING TO BE USED r I m n� o �a SO'-O" O�/ERALL S7'-4" VIW OQJOi-I c-'L(O I c�VI3M I Q OT 3SlA H�uosl 4'-O" 13'-O" c71�111�1390 JAJ I �fYT 7'-II" 8'-O" 4'-5" ST "a-19 x �� , � T � T/ T � � o o � � o I I I �----------------------------------------------� I '� I GR,4WLsi=,�G� I I I �� I F� MIL. POLY%TI-+YLENE V.B. I I W/ 12" LAP AT SEAMS (BLACK) I I I 18" MIN. CLEARANCE-12" © BEAMS I �./ I R-SO INSULATION I N JOIST BAYS I I �� I �� I 2'_ 3'_4�� 5'_O�� 5'_O�� 5'_O�� 5'_O�� 5'_O�� 5'_O�� 2�_ I I � T T T T T T T T T T T T T T I T I I I I I I �—J � J L_J L_J L_J L_J L_J �_� I I I � � I � I 24" X Z4" X 8" I I STALL SIMPSON ALL BEAMS TO BE 4X8 HF#2 GONG. PA OR z4" O SON�UBE Nry Qj I ALL POSTS TO BE 4X4 P.T. HF#2 j. I PB OR EQUIV. POST (4X6 � BEAM SPLICES) I N n N \ TO FTNG. GONN. TYP. � IL I A A_a I Z'- 4'-10" Z'_8�� 5'_O�� 5'_O�� 5'_O�� 5'_O�� 5'_O�� I �T I T ��d T T T T T T T T T T T T T I _J L_J L_J L_J L_J L_J L_J L_J Ii 4'--1" .. 6'-O" .. 4'-3" 4'-10" .. I. EXPANSION JOINTS -INTERIOR-PRO\/IDE ZIP STRIP -EXTERIOR-I" MINIMUM \/-GROO\/E TOOLING EXPANSION JOINT -ASPi-IALT EMULSION AT PERIMETER OF SLAB IN GARAGE 2. DOUBLE -UP FOUNDATION BOLTS EVERY 12' OR 14' (VERIFY W/ LUMBER COMPANY) �. 26 GA. FLASi-IING Si-+OULD EXTEND AT LEAST 4" DOWN O\/ER CONCRETE FOUNDATION WALL AND 6" ABO\/E TI-IE CONCRETE FLAT WORK TO BE POURED TO ALLOW FOR ADEQUATE COUNTER FLASI-I I NG OF TI-+E BUILDING PAPER. 4. SLOPE ALL CONCRETE STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS 5. ALL WOOD I N CONTACT W I TIH CONCRETE SI-fALL BE PRESSURE TREATED OR CEDAR. 6. PRO\/I DE SOLID BLOCK I NG UNDER BEARING WALLS �. PRO\/IDE 6 MIL. \/ISQUEEN \/APOR BARRIER WITI-f 12" O\/ERLAP AT SEAMS TO TOP OF FOOTING Ti-IRU-OUT CRAWL SPACE. I � m W 0 I 0 m I N 8" GONG. FOUNDATION I WALL TYP. ® 2- TOf2Y � 18"x6" GONT. GONG. FO TING � TYP. ® 2- TORY I L. I I I T T T T T T T T I I �_J �_J �—� �—rJ------------------ I�— —� I r-�--------------- I T T T T T T _T T _I _ T� i �� Ph��x'� I �_J �_J �_J � J I �_J I I I _ L— — I I I � I I I � I `��0�6-►- I I I I _ � t� �� �R,�6-}-� I I '-10 " c✓'-O ii 12'-8" B6X36X8 GONG. PAD vERIFY MIN. 18" BELOW PAD I-fEIC-�FiT GRADE- 10" X 10" W/ FIELD WITH SIMPSON MANAGES �LINTH ABE POST BASE r— TO GRADE I I I I L — � I — I � C �6 O I T,�.�f I -ram .�, -V-� HAJz 3T35�JVIOJ "� J C 6 3HT MOS � YAWA 390Jc� I R '� +8 TOOK Sf3�f "�\I 3c-'UGH I ��d MUMIL(IM I x// ���� I \' R,; I D 5'-O" 5'-10" I I I -------------� I r- ----� I ----------� I --- �� = I I �' — � I I � I +aaQ�`Q�r' � � I � �o�a, �Q�OI I �� I � T T T T _I ��d I I GARAGE I I 4" CONCRETE SLAB SLOPE I i J � J I° Io I z � 4'_O,� I I I I I I � I I � m xn I rn - n a I � � ,> I I I 4" TO OVERHEAD DOOR J � � GRANULAR FILL UNDER I � GARAGE SLAB O - �� � � x/ �T� I I +�� QP�/;f� SLABS TO BENHELD DOWN 4'-O" �i i� �p /p (/,�a MIN. OF 6" FROM FINISHED I I � 0�'� FLOOR TO PRE�/ENT WATER R,; D U �� FROM ENTERING UNDER WALL I I I � PLATES OR EXTERIOR DOORS Q � JB'-O" L � SLAB TO BE I" DOWN IN BAGiG I � I AND S" DOWN IN FRONT m � I I � � I PTLD 0000 # I500 PS I I I L� �J 13.33 I � I =44" X 44" min PAD FZEQUIFZED ST I � I I I I x''` �'4 I I I — � I �.—Q .4-q '-R,; I �-- -- I -- GONT. FOOTING I - ® O.H. DOOR �---------------I T � � I--------------------� I � D o I - EDGE OF SLAB PI-4" POR {-i PI-4" PI-3" PI 3" 4" GONGRET SLAB SLOPE AWAY FR M THE HOUSE I/4" PE FOOT INIMUM PATIO AND ARAGE SLABS TO BE HEL DOW7`i MIN. OF 6" FROM FINISHED FLOOR TO PRE�/ENT WATER FROM ENTERING UNDE WALL LATES OR EXTERIOR DOORS 8. FASTENERS INTO OR I N CONTACT W I TI-I PRESSURE TREATED OR FIRE RETARDENT WOOD Si -FALL BE OF IHOT DIPPED GAL\/AN I ZED STEEL, STAINLESS STEEL, S I L I CON, BRONZE, OR COPPER. EXCEPTION- I/2" DIAMETER OR C-GREATER STEEL BOLTS G. ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPECTION. (IRG RIO�i.l.l) 10. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE JOISTS OR AS NOTED ON TIRE PLAN. DOUBLE JOIST UNDER ALL NON -BEARING PARALLEL WALLS. II. ALL I-+ARDWARE PART NUMBERS ARE "SIMPSON" USE "ZMAX" I F CONTACT W I TI-I PRESSURE TREATED WOOD, EQUI\/ALENT I-IARDWARE MAY BE SUBSTITUTED. ��� si�E,41z NOTE: S�� SH��T ,4�i i=OR SH�.4R W,4LL LOG.4TIONS, SH�.4R WALL N,41 L I NG SGH�DUL�, � D�T.41 LS. I �_ � �� I C '-S" 14'-O" 6'-6" IG'-O" EO'-O" O�/ERALL I--IOLDDOWN SGF-I�DUL� MARK I-IOLDOWN/ FASTENERS WOOD MEMBER ANC+-fOR STRAP TIH I GKNESS/SPEC I ES REQUIRED T-I STI--ID14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS I-IF/SPF T-2 MST48 (S4)-16d (2) 2X4/2X6 STUDS I-IF/SPF T-� MSTA�6 (2�)-IOd (2) 2X4/2XF� STUDS I-fF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B� (S 8) - I O d F-IF/SPF T-5 HD1B (�)_ S/4�� S-I/2" MIN. SSTB28 (1/8") DF/SP MIN. 24--7/8 " EMBEDMENT 10'-6" as Q �`�'�'� I UO�a� GONT. FOOTING ® O.H_DOOR_ EDGE OF SLAB — — — — — — — — J I'-4 ' " I �" 8'-S �� 10'-6" a W 0 0 0 m �OU�I?��T I O� fi=���1 SEE GENER,4L NOTES SG.4LE: I/4" = I'-O" �71 FZEG I sTEFZED ARCH I TEGT IMIGI-I EL YN STATE OF WAs+iINGTON V J • � /� V J U � � T G� r� ICI Q � �� V Q O � Q � � U � H � r /� v J � � N u ��� .�� U � z� � �+ Q � � x r Mi O O N = O 0 J N �° date: OI-IS-IQ permit: revisions: drawn by �by: MWJ G%1eGiGed S�--f��T Oi= I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT ;FR\/I('FS fIFPARTMFNI Written dimensions on this drawing shall have precedence over sealed 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 ENGROAGI-IMENT INTO 5' BSBL IS 18" INCLUDING TRIM, FINISI-IED, EAVES AND OVERHANGS OPEN RAIL: OPEN SPAGE BETWEEN �x4 GEDAR PICKETS SHALL BE LESS THAN 4' CLEAR Ixa CEDAR EACH slvE (Z Ind 6ALVINIZED 4X4 GUARD EAGH sIDE TOP � ���' POSTS ® b' O.G. �x� CEDAR MAXI MUM Placers 4x4 POST BEYOND 36" GUARD RAIL HEIGHT Ix4 cEVAR EAGH SIDE DECK PER "m THRU BOLT, PLAN NUT, t WASHER, GIXINTERSVNK DOUBLE �X RIM AT GUARD POST LOGATI ONS GUARD DETAIL ® DEGiG �Oi� Oi�Tl01�1�� DEGK AL FLASHING ® RIM S I MPSON LUS21 O Z-MAX JOIST I-+P`NGER SIMPSON DTT2Z-SD52.5 TWO PLACES AT DEGK. USE (2) 2X JOISTS AT EAGH LOCATION PER SIMPSON SPEGIFIGATIONS. NAIL FLOOR SHEATHING AT 6" AT DOUBLE JOIST WITH I/2" DIAMETER THREADED ROD 24" LONG 2X10 PT LEDGER W/ -I/2" � X 6" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL BE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DEGK LEDGER AND BETWEEN �-5" FROM THE ENDS OF THE DEGK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DEGK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY (16" O.G.) DEGK LEDGER DET�.I L NOTES: I . �/4 "X4'X8' T � C� OSB SUB -FLOOR GLUED WITH R.41 NBUSTER OR EQU I �/�.LENT /AND N/� I Li=D WITH RING SHfi.NK Nfi.l LS �4ND SCREW ,4LL FLOORS PRIOR TO FINISH FLOORING Z. PRO�/IDE LOU�/ERED �/ENTS ?.T GR/�WLSP�GE. PROVIDE MINIMUM ONE SF NET FREE /ENT .4RE,4 PER �00 SG2FT OF UNDER FLOOR �RE�. WITH BENTS LOG,4TED TO PROVIDE GROSS �ENTIL.4TION. WHERF POSSIBLE, ONE /ENT SHOULD BE LOG/�TED LESS TH,4N �'-O" FROM EAGH CORNER OF THE BUILDING. �. D I NfENS I ON TO JOIST GENTFRL I NE UNLESS NOTED OTHERW I SF FOUND?.TION VENT G?�LGUL?�TION I � 18 SQU?.RE FEET = 4.�Gf SQFT REQUIRED �00 TYP. VENT= .�4 SQFT PER /ENT I � �/ENTS REQUIRED �� I I � ��I�OO� �I ���� I I �� ���I � �71 REGISTERED ARGH I TEGT IMIGH EL W YNE JOHNSONI STATE OF WASHINGTON V J • � U M m 0 W r �_ u U 1^1 Q z H� � � rO^ V J I �i ,� r ^ V J � r'+"+ p0 U N � •�� U � � � z� � � x M O O Cn N = O O J � NM �' J A� 1M_ W dGte: OI-15-IGi permit: revisions: drawn by: MWJ checked by: ����T O� I RECEIVED 8-13-21 SEE GENER?.L NOTES CITY OF EDMONDS DEVELOPMENT Written dimensions on this drawing shall have preGedenGe over sealed dimensions. Contactor shall verify all dimensions, Gondltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions 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. A A -A SMOKE DETECTORS SI-IALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATI-IROOM TI-IAT CONTAINS A TUB OR SI-LOWER PER RB14 IONIZATION SMOKE ALARMS: Si -LACE NOT BE INSTALLED LESS Ti-fAN 20' I-IORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS WITi-I AN ALARM SILENCING SWITGi-I Si -LACE NOT BE INSTALLED LESS THAN 10' I-IORIZONTALLY FROM A PERMANENTLY INSTALLED GOOK I NG APPL I ANGE. PHOTO ELECTRIC SMOKE ALARMS: Si -LACE NOT BE INSTALLED LESS Ti-IAN 6' i-IORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE PER R314 GUARDS GUARDS Si -LACE NOT i-IAVE OPENINGS THAT ALLOW FOR PASSAGE OF A 4" I NGH DIAMETER SPHERE GUARDS TO RESIST ZOO LB CONCENTRATED LOAD APPLIED IN ANY DIRECTION FOR ALL WALLS LESS THAN 5'-O" TO TFfE PROPERTY LINE ONE HOUR EXTERIOR WALL GA FILE NO. WP 810G- FIRE TEST WP 5510 (UL R3501-47, -48, UL DESIGN USO�i) EXTERIOR SIDE: BASE LAYER 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2X4C6) STUDS 16" O.G. WITH I-3/4" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND T" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. FACE LAYER OF I/4" CEMENT BOARD SIDING FASTENED THROUGH THE SHEATHING INTO THE STUDS. 3-I/2" UNPAGED GLASS FIBS FRICTION FIT IN STUD SPACES INTERIOR SIDE. ONE LAYER 5/8" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, I--I/8" LONG, 0.0915" SHANiG, I/4" HEADS, -I" O.G. (LOAD BEARING) . _� . � o. - N 1� II I n -IN � � "a w I � �z� � lU � �}� O � �� ��� -� �Q� - N (xV j� 16 " n— �� - _ II I N� � N� 0 I�IOT� �L_�s+-� 11�10 i��G�U I i��M�N.Ts R�F�iz TO ,4LL FL,4SI-I I NCB D�T� I LS NOTED AND SF-IOV�IN ON FOLLOWING P�G�S. I NST?�LL QU I GK FL,4SI-I, W�T�RBLOGK M�MBR,4N�, BUILDING P.4P�i�, M�T�L FL�SI-I I NG, ETG . �S SP�G I F I ED, D�T� I LSD AND ,4S R�QU I RED TO M� I NT,41 N BUILDING �N��LOP� ��'-4" 12'-8" z I '-O" 16'-4" z'-4" 10'-4" -7'-O" �'-O" �'-O" �'-I I " 8'-5" . J 19 c� O c� ox a I Oa �IIW 18 .Id-19 10 TYP I G AL WINDOW 10 INSTALLATION 4'-6" 2'-6" .J19 a�oa ox a I a �1 .WJB r-���AT 36" OPEN RAILING "c1-19 T g'-�„ � 0_ I/ PAS � 4680 I I I I I I� � z l OPN o. 4 ccy�. 5 _ SOFFIT I so^ x�z IINsWLATE / \ Z j� 10' DOWN � AND W AT E T IP IL O�/ER NIGi-IE TOWEL BAR z468 �0 ® 48 AFF T X I II I s m � Qo�� N I I �� � � I II I `� Q � � IOv S.D. I I � � ��� IIII �� F N 0 0 I Imo � � O — — P � S — — I��x� —�I � A TI �S � � xry N� �a 80 6 PIG. W/ 8 16 XO BLW. 10'-O" , , 4'-O" � _ N � ,� z � uAi�O tll� G D � � P,4TIR0 �1 rn p -� ��� � � � Q� Cfl rn HOSE BIB W/ SPRINKLER "I" I H. . . �I � rr.lvl�l ZW ' � — — 2X6 WALL — — — � O �� Irn � � " BUJ � o (x� �I J i� DW SINK W/ DISP. O � z N � � � I K I TGi-IEN �� I I s �6 �� �oo� o� c< � �''�� � � v.T.o. O�/EN � 100 GFM MIN. DROP OFF COUNTER o O O � ------- OLEG. I i-iEAT PUMP �t I I m FOYER I�`� �I `l 0 5068 � I B.F. X � � � � r��Nl � 0 � W Q PI-4" P I -4" GOB/ RED PO GH 1- a -6" � I PI-3 C���x Q Yam/ +-TEAT DETECTOR �j( �j �" S EL BOLLA UP TO 30 MINIMUM 10'-6" G.4R.4GE _ LINE OF_O.i-I. DOOR_ IN UPRIGI-IT POSITION _ _ _ — — —LINE OF O.I-I. DOOR — — — — — I I IN UPRIC-�I-IT POSITION I I I I I I I � I I I I I I I I I I I I I LINE OF WALL ABO�/E I 8' X 8' DOOR I I I � � I 16' x 8' DooR I 1 �O O O50 80 OOR GS T. SMT. UNIT (S.G.) (EGRE S) (EG ESS) "8}� X � .O.SI W/ �O O W/ 020 TR N. R/4N. �'-4z" S'-4�" S�_S�� �� �� 1 6 16 O 1 6 1 8 0 1 6 14'-O" 6'-6" IGi'-O" 10'-6" NOTES: LEGEND: G,4R,4Gi= NOTES: FIREPLP�GE NOTE: ALL EXTERIOR WARM WALLS TO BE BEARING WALL I 5/8" TYPE X GWB AT CEILING ONLY 'O' CLEARANCE FIREPLACE W/ 2 X 6 STUDS � 16" O.G. TYPICAL. IF LI�/ING SPACE ABO�/E. I/2" GWB DIRECT /ENT � � � � � � BEARING ABOVE MIN. AT WALLS FACTORY BUILT FIREPLACE SI-LACE ALL I -LEADERS TO BE 4X I O DF�*2 2. INSULATE ALL WARM WALLS AND BE INSTALLED PER MANUFACTURER'S UNLESS NOTED OTi-IERWISE. FLOOR LINE ABO�/E CEILING. SPEGIFIGATIONS AND SI-LACE I-fA�/E APPRO�/AL LABEL ATTAGi-fED FUR -OUT i-LEADERS TO MATGi-I 2 X 6 WALLS. PT. LD. �,, POINT LOAD ABO�/E AB\/. �t S/8" TYPE "X" GWB MULTIPLE 2x STUDS HE?�TING NOTES: TO ROOF SF-IEATHING SOLID BLOGIGING UNDER ALL BEARING ® POINT LOAD WALLS. + INSTALL PER FIREPLACES ff STOVES MUST BE EXTERIOR DOOR SMOKE DETECTOR O D.O.E. APPRO�/ED ff BE TESTED, -SEAL UNDER ALL EXTERIOR DOORS WITH Ilo�/ INTERGONNEGTED W/ BATTERY BACK-UP. + 18S�PLAT1a�R '�g CERTIFIED ff LABELED AS SUITABLE BTYL FLEX OR EQUAL PER IRG 314 OF 2 LAYERS FOR USE DURING A FIRST STAGE -HOLD UP EXTERIOR DOORS MIN. I/2" AFF S/4" PLYWOOD BURN BAN• W/ PRESSURE TREATED PLYWOOD. ALL O CARBON MONOXIDE DETECTOR (I LAYER IF PLATFORM DOORS EXCEPT SLIDER PER IRG 515 I S ON SLAB) +SEE HEATING NOTES ��� SHEAR NOTE: G�BINET NOTE: EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL /ENT PIPE G�BINETS ARE SHOWN FOR OPTIONAL NOTES: SEE SHEET PcCI 1=0R SHEAR W?.LL IF RUNS DO NOT EXCEED ZO' IN LENGTH. RAISE ALL PILOTS, BURNERS LOG,4TIONS, SHEAR WALL THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF IS' INFORM,4TION,4L PURPOSES AND SWITCHES +18" MINIMUM N,4ILING SCHEDULE, � DET,41L5. ONLY. �GTU�L G�BINETS ABOVE SLAB. COMBUSTION AIR REQUIRED FOR ALL M.4Y \/,4RY FROM PL/4N. FUEL BURNING APPLIANCES PLE/4SE SEE G/48INET P�Gi= FOR MORE DET� I L 50'-O" O�/ERALL SQU�i�� �OOT�G�S M�I1�1 LIVING �4fi��� I�I� Ufi=fi=�fi� L. I V I NG ���� I �00 TOTAL J.._ I V I NG �fi��� 28 18 ������ ���� ��8 GO����� fi�OfizG�-+�� I �� W I DT�-I �O'-O II D�fi=T+-� 42'-O" I 0 NOTE ALL EXTERIOR WALLS NOT GALLED AS SPEC 11= I G SHEAR I WALLS ARE TO O BE NAILED AT PI-6" � � � I a � PI--I/T\/ � (TYP.) 10 CAS STUB 1 TYP. 10 I --LOSE BIB 4 (TYP.) 10 _� • J W I--IOLDDOWN SGI-I�DUL� MARK HOEDOWN/ FAST%N%RS WOOD MEMBER ANGF-fOR STRAP TH I GKNESS/SPEC I ES REQUIRED T-I ST+-ID14/14 RJ z4-IF�d SINKERS �2) 2X4/2X6 STUDS I-+P/SPI= T-z MST48 (�4)-IF�d (2) 2X4/2X6 STUDS I-+P/SPI= T-S MSTAS6 (Z6)-IOd (2) 2X4/2XF� STUDS I-IP/SPF 2 2X4 ZX6 STUDS T-4 MSTG48BS T-5 HD-IB (S)_ S/4�� �-I/z" MIN. SSTBZB (�/8") DF/SP MIN. z4--7/8 " EMBEDMENT �� I I� ���0� ���I� SEE GENER,4L NOTES �71 FZEG I STEFZED ARCH I TEGT IMIGH EL YN STATE OF WASHINGTON V J • � U 0 `� w I� W Q �-I � I --I V q � H Q�� ��� ��� C� � x N ��� • � � U � z� � �+ Q � � x N1 O O N O O J N W date: OI-IS-IQ permit: revisions: drawn by �by: MWJ G%1eGiGed S�--f��T Oi= I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT ;FR\/I�F��FPART��FNI Written dimensions on this drawing shall have preGedenGe over sealed dimensions. Contactor shall verify all dimensions, Gondltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions 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. of '� Q B-4 �-I/8" X �i" G.L.B. q •24F-\/4 Q�� r� I I I I I I � 0# I I I I � �Q I I I I A A-ai S+fEAR WALL PER S+fEAR WALL CALCULATIONS SHF,°.R W,4LL �� SIMPSON STRAP PER PLAN �I NAIL PER / SIMPSON I✓ I SPEGIFIGATIONS 18" FLOOR TRUSS SH�,�R w,�LL I I PROVIDE 4X12 BLOCKING TO i-fANG OFF 4X6 TRUSS Gi-IORDS � J WITi-I CONGEALED FLANGE I-IANC�ERS Wi-IERE MST 48 STRAPS COME FROM SI-IEAR WALL ABO�/E %I � SH1=.4R W?.LL ?.T OUTS I D� WALL �# Q �# '� Q NAIL BOTTOM PLATE TO TOP TRUSS GI -FORD BELOW PER SI-FEAR WALL SGI-IEDULE RIM FLOOR TRUSS (NOT SI-IOWN) — PER TRUSS MANUFAGTURER NAIL SI-IEATi-IING AT RIM LOCATIONS PER SI-IEAR WALL GALLOUT OF TI-IE UPPER FLOOR PROVIDE FOR 2X4 VERTICAL BLOCKING AT 4" AT RIM TRUSS OPEN WEB TRUSSES PER TRUSS MANUFAGTURER TRUSS MANUFAGTURTER TO PRO�/IDED 4X6 GI-IORDS AT TRUSS ENDS WI-fERE TI-fERE I S TO BE AN MST48 STRAP �-6 (Ti�USS�S P�RPEND I GUL,4R) Ho sc,a!_e S+fEAR WALL PER S+fEAR WALL CALCULATIONS SHF,4R WALL Y S I MPSON STRAP PER PLAN � NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD — SIMPSON � BELOW PER Si-IEAR WALL SGi-IEDULE SPEG I F I GATI ONS — — — / — IPA" FI nnR TRIJSS ( /�I FLOOR TRUSS PER TRUSS MANUFAGTURER i TRUSS MANUFAGTURTER TO PRO�/IDED 4X6 GI -FORDS AT MST48 STRAP LOCATIONS FOR NAILING TF-IE STRAPS S+-+��i� W?.LL ?.T ST?.GiGED WALL '�'-6 (TRUSSES P�4R�4LL�L) No sca.l_� I I I I I I I I G I DER I T USS +� I O'-4" 4X I O DF�*2 NOTES: VERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED B-� 5- I /8 " X �i" G.L.B. 24F-�/4 q' q' " Q�� . .. P` i i � i ;� i i % i i GIRDER TRUSS T�f — 4X I O DF�*2 4X I O DF�*2 /8 " X Q.L.B. F-�/4 �� ��, I I 0. 1 I z t!_ �I I �I I �m Z B-I S-I/8" X IS" G.L.B. 24F-�/4 P�B�/. PLATE -I-�O Q Q — � � �.. P` - - S I MPSON EGGC-�6 B- I TO POST -TRUSS GOMP,4NY TO PROS/ I DF H�NC�FR FOR GIRDER TRUSS +�0,� S/4" Tff C� ��� OSB Q (4' X 8') I I I I I I I DR,4FTSTOPP I NG NOTE I I I ��,I I I DRAFT STOPP I NCB TO BF I NST�LLED I TO ,°.LLOW FOR LESS TH,4N 1000 SQFT OF - - - - - - OPEN �RE� WITHIN THE FLOOR TRUSSES PFR IRG SECTION 50Z.12. USE I/z" 0 # (� I NGH GYPSUM W,4LLB0,4RD OR �/8" WOOD X W W � STRUGTUR?�L P?�NFLS P�R?�LLEL I '� Q Q 111 TO THE TRUSSES WHERE I ND I GATED. SE,4L (K ,ALL G,4PS ,4ND HOLES TO PRE�/FNT THE I � � SPRF�D OF HOT C��SSES AND SMOKE I I I I I I I I +� ��� I I I I I I I I I I I I I I I �I I I I I ml� � I I I I I I I I I ��}� I I I I I I I �;�� ' �NN �B-z IGB 4 1 I I I I I EAG SIDE {y+� TO GB-� Iq • I I I I I I ��� I G I 24�-\/4 �4BV I PLP�ZTE I Q� V I ,.. P` ��—TAT—T—�oN — — —_ � �515� ��o X GB-2 8-�/4" X 18" G.L.B. � 24F-V4 ?.BV. PLfi.TF � +� � us �o oN I I � � J I `_� — — 'O � ,I�,n� � � DOPTB PLATE GB- I 5- I /8" X I S" G.L.B. �I v � � I UNDE ZX6 24F-�/4 P.B�/. PL?�TE ��N'� � — — — — — — �RJ� 4X12 DF#2 GB-6 5-I/8" X I�-I/2" G.L.B. -1-6 10'-6" LONG 24F-�/4 I �i'-O" LONG I. 5/4" X 4' X g' T�C� OSB SUB -FLOOR GLUED WITH Rf� I NBUSTER OR FQU I �/�LENT AND N� I LFD V�ll TH RING SHANK. SGRFW ALL FLOORS PRIOR TO I NST,4LL I NCB FINISH FLOOR I NCB 2. ,4LL HE,4DERS TO Bi= 4X10 DF�*2 U.N.O. �. ,4LL PSL BF,4MS TO BF 2.OF P,4R/�LL,4M 0# �Q ALL BUILT UP STUD/ COLUMNS USE 16d NAILS � IZ" O.G. STAGGERED TO ATTAGI-f MEMBERS. NAILING IS TO OGGUR AT TI-IE FACE OF TI-fE STUD GS16 STRAP BOTI-I SIDES OF BEAM _ TYP I GAL AT BEAM TO WALL/POST GONNEGTI ONS A P.-q Ufi�fi��fi�� I��OOfi�� ���� I I�� ���I� S�� GEN�R,4L NOTES �71 REGISTERED ,4RGH I TEGT IMIGI-I EL YN STATE OF WAS+iINGTON vJ • U M `� w �T� r"'1 Q � �� V Q O H Q � � � u ��� U� � � N � ��� .�� U WN � z�� � � Q � � x �n O O N = O J � N r date: OI-IS-IQ permit: reVI510Y15: drawn by �by: MWJ G%1eGiGed ��--f��T �i= I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT ;FR\/I('FS fIFPARTMFNI Written dimensions on this drawing shall have preGedenGe over sealed dimensions. Contactor shall verify all dimensions, Gondltions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions 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. A ,4-q NOTES: 81--y II NOTE ALL �XT�RIOR WALLS NOT GALLED AS SP�G I � I G SI-I��R WALLS ARC TO B� NA I LSD AT PI-6" I m p �_ III N (� �,� 0 0 ^n o �� 0 p /�1 N ��-r 101_811 I N 2X12 J SACK I NG = FOR T.S. X `n/L � 48" A.F.F. -I TYP. W m BE WEEK O (V � III WAL AND - _� I N� III �'� r KIRT O B ARD I � � -I 2X12 IYi � HANDRA I L 8AGK1 NG LEGEND q ALL EXTERIOR WARM WALLS TO BE BEARING WALL 2 X F� STUDS � 16 " O.G. TYP I GAL. ALL HEADERS TO BE 4X8 DH#2 — — — — BEARING ABOVE UNLESS NOTED OTH�RW I Ste. HLOOR LINE ABO�/E HUR-OUT HEADERS TO MATCH 2 X F> WALLS. PT. LD. �,, POINT LOAD ABO�/E ABA/. �c SOLID BLOCKING UNDER ALL BEARING MULTIPLE 2x STUDS WALLS. � POINT LOAD TUB/SHOWER UNITS SHALL HA�/E FIRE ® SMOKE DETECTOR BLOCKING B�TW�EN WALL STUDS AND I I O�/ I NTE=RGONNE=GTE=D WATERPROOF SURROUNDS TO +-72" W/ BATTERY BACK-UP. FROM DRAIN. GLAZING, INCLUDING P%R IRC �14 WINDOWS WITHIN +�2" OH DRAIN, SHALL B� SAI=THY GLASS. SHOWER ® CARBON MONOXIDE D�TEGTOR FLOW IS LIMITED TO 2.5 GAL/MIN. PER IRC �15 EXHAUST 1=ANS LARGER THAN 50GF=M MAY B� G,4B I NET NOTE CONNECTED TO 4" SMOOTH WALL /ENT PIPE I F RUNS DO NOT �XGE�D 20' I N LENGTH. G.4B I NETS ARE SHOV�IN i=OR THE MINIMUM SIZE OF FLEX DUCT IS �" INi=ORM�TION�L PURPOSES DIAMETER W I TH A MAX I MUM RUN OF I �' ONLY. ,4GTU.4L G.4B I NETS COMBUSTION AIR REQUIRED F=OR ALL MAY ��RY i=ROM PL,4N. FUEL BURNING APPL I ANGES PLEASE SEE GAB I NET P.�GE i=OR MORE DET,41 L ��� SHE,4R NOTE: SEE SHEET ,4�i i=OR SHEAR V�1�LL N,41 L I NG SCHEDULE, � DET.41 LS. z6�6 IG. �O'-O" OVERALL 11'-O" Iz'-4" . p.,l-�II I �I-/ II p.,l-1 011 �'-011 �I-�II Iz'-6'I 804 XOX '"`� � � RESS •G• ZZ�: SOZ XO OX O MASTER BEDROOM 54"x60" / — — — — — � � � c7Vll>fAOc FOWER S I BUT PA ff .C-�. GL. T I 2X6 SOFFIT V I I ® Og ER � I �lO� m� lIl fQ� p BEDROOM OU lJ- z668 M,45T�R So � � TWO �D B�4TH GFM � I I S�_OII AN I .I I +� I = TO TOYVEL � I-�8 (L LINE OF BAi2 OUTSIDE ® 48 AFF I II WALL BELOW �0� x�"�I �'-�3" I I'-2'I I. O IIOv S.D. O O � � 1 'I -I ®�/TO �� � �� I I IOvOS. I— — — — — — — — — — � � � SO _ � '-6" � � � ZPJ �7 PJ � \/ O ®48 AFF _ � ` Y � I FAU X U � m � B?.TH X � I " I � — � OCQ � � I IIoQ�I �� o � � > 0 L�.UNDR �z� m LJ — �d,1HOLE ISO �IIIO� fL N HOUSE GFM ®F O dJ � � LINEN = v 11 , 1, \ , � � ,� I1 i - � I .. I - ,, � � 8'-I" CEILING— — — — — — — — — — — — lo'-s" G�ILING 1,E�16.91 s6" oPEN Sf RAILING l� N I Ilc I I � �Q OPEN TO I � � z IK � BLOW I I � � o z= Bonus � I I � Q a o� RooM � I I �o- x = lo'-�" I I ��om CEILING " z�z6 IG. IG. N� 0 W/ 0 I m BEDROOM I I OvOS.D. z668 4068 8.1-. ---PAS-- — P�S 5068 �J�J B.F. �. 6'-O" � S'-2" BEDROOM �A\\\\\\\\\\V' V\\\\\\\\\\\\\\\\\\\\\\\\\ �A\\\\\\\\V� SMT. Z z6 z6z 'EG ESS) IG. Plc W/ 020 4'-�" �'_/ " �'-"I" �'-"I" �'-�" 4'-�" / '-O" /j'_�I' �'_Cy11 I_/ II �I_/ II IS'-6" 1'-O" 14'-10" `i C/ C/14'C�-8" C.l I�IOT� �L-�S� 11�1C� fi`�QU I ��M�l�1Ts REi=ER TO ALL i=L�SH I NG DET/� I LS NOTED ,4ND SHOWN ON 1=0LLOW I NG i�,4GES. I NSTP�LL QU I GK i=LASH, 1�l�TERBLOGIG MEMBR,4NE, BUILDING PAPER, METAL i=L,4SH I NG, ETG . ,4S SPECIFIED, DET,41 LED ,4ND ,4S REQUIRED TO M.41 NT.41 N BUILDING EN\/ELOPE I�TYPICAL O WINDOW INSTALLATION a Iwo `l�� _ � 0 `� � d I � 0 �:� lli -�� 'a A • • 0 � I m W 0 0 m �t _I r EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN BASEMENTS, HABITABLE ATTICS, AND IN SLEEPING ROOMS; OPENABLE W/O USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. IRC R310 *MIN. 5.7 SF NET CLR OPENABLE AREA *MIN. 24" NET CLR OPENABLE HEIGHT *MIN. 20" NET CLR OPENABLE WIDTH *MAX. 44" FINISHED SILL HEIGHT I-fOLDDOV�IN SGI-IEDULE MARK HOEDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES R�QU I RED T-I STI-ID14/14 RJ z4-16d SINKERS �2) 2X4/2Xh STUDS HF=/SPA T-Z MST48 (�4)-16d (2) 2X4/2X6 STUDS H>=/SPA T-S MSTASb (Z�)-IOd (2) 2X4/2X6 STUDS H7=/SPA 2 2X4 2X6 STUDS T-4 MSTG48B� (S8)- I Od HH/SPA T-S I--ID-IB (�)_ S/4�� S-I/z" MIN. SSTBZB (�/8") DE/SP MIN. z4-1/8" EMBEDMENT A -�i 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 COOKING APPLIANGE. IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANGE. PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6' HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANGE PER R514 Ufi=fi��fi` ��OOfi` fi�1.._��l S�� GENER,4L NOTES �71 REGISTERED ARCH I TEGT IMIGI-I EL YN STATE OF WAs+iINGTON V J • � U M 0 `� G� Q � 1� I� V ^ H O ~ Q � r, u ��� � r /� �/ J � � N u ��� • I � U � z� Q � � ,� x (n O O �� �J J N = Oo J � N Mti W I� date: OI-IS-IQ permit: revisions: drawn by �by: MWJ G%1eGiGed S�--f��T Oi= I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT ;FR\/I('FS fIFPARTMFNI Written dimensions on this drawing shall have preGedenGe over sealed dimensions. Contactor shall verify all dimensions, Gondltions, etG., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions 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 R✓O�.I IP EAVES ARE WITI-IIN 5' OF TI-IE PROPERTY LINE, TI-IEN A ONE i-IOUR P I RE RES I STANGE RATING IS REQUIRED IP Ti-IERE ARE BIRD BLOCKING �/ENTS OR GABLE END VENTS. IP TI-IERE IS SOLID BLOCKING AND NO �/ENTS, TI-IEN Ti-IE I= I RE RES I STANGE RATING GAN BE REDUCED TO ZERO I-IOURS. GOR-A-VENT IN -VENT. INSTALL 36" FROM EDGE OF EAVE. PROVIDES 6.75" SO IN. NET FREE VENTILATION AREA PER LINEAR FOOT. USE GOR-A-VENT ONLY OVER CONDITIONED SPACES SOLID BIRD BLOGiG I NG AT WALLS 5' OR LESS FROM THE PROP. LINE I" SLOT TRUSSES PER PLAN �6 �, 2X6 EXTERIOR WALL ONE HOUR EAVE DETAIL (IP PLAN REQUIRES) NOTES: I . INSTALL 1003b VENTED BIRD BLOCK I NCB ONLY WHERE WALL I S MORE THAN �' 1=ROM THE PROPERY LINE 2. INSTALL GORAVENT OR EQUAL RI DC�E VENTS WHEREEVER POSSIBLE �. INSTALL AI=50'S TO GODS WI -IRE VENTED RIDGE CANNOT BE INSTALLED. 4. BARGE TRIM TO BE 2X I O WHITE WOOD UNLESS NOTED OTHERWISE ON THE BU I LD I NCB ELEVATIONS 5. TENTED BIRD BLOCKING AND GABLE END VENTING IS NOT ALLOWED WF-IEN TI-IE EXTERIOR WALL IS 5 FEET OR LESS FROM TF-IE PROPERTY LINE OR WI-IEN TF-IE EA�/E OR OVERHANG I S LESS TI-IAN 5 FEET FROM TI-fE PROP. LINE 6. ALL HEADERS TO BE 4X8 DP�*2 U.N.O. 7. ALL SAWN LUMBER TO BE DH#2 U.N.O. 8. ALL PSL TO BE 2.E PARALLAM ci. ALL C.L.B. TO BE 24P-V4 I O. I � TWO D I EPERENT ROOF P I TGHES MEET AT A CORNER ON A HIP ROOF, MAKE THE STEEPER PITCH THE SHORTER OE THE TWO OVERHANGS (MIN. 12 ") TO PLANE THE OUT. II. PROVIDE TRUSS ENC-�INEERINC� ON SITE AND ALL REQUIRED BRAG I NG COMPLETE POR FRAM I NG I NSPEGTI ON. LATERAL NOTE: NAIL ALL ROOD SHEATH I NCB AT I . EDGES SUPPORT 2X6 RAFTERS � 24" O.G. � F I REPLACE R001=- NO O�/ERHANGS TYP I GAL Bf �TTIG �/�NTIL�TION AT GABLE END ® 24" O.G. © 24" O.G. © 24" O.G. TRUSS TYPICAL W/ I8" RAISED W/ I8" RAISED HEEL HEEL PROVIDE NET FREE VENTILATION TOTAL OP I SQPT PER SOO SQET OP ATTIC AREA WITH 40-50go WITHIN �' OP RIDGE AND THE REMAINDER AT THE EAVES ROOT= VENTING CALCULATION (ROOF OVER UPPER LEVEL) I C Sq SG21=T �RE� = S.S� SQ1=T REQUIRED G�� MAXIMUM ENGROAGI-IMENT INTO 5' BSBL IS 18" INCLUDING TRIM, FINISHED, EA�/ES AND O�/ERi-TANGS (5.5�) X (SO%) = 2.�� SG2FT MIN. REG2U I RED �T E��/ES TYPIG�L TRUSS BLOCK HAS (4) 2 Q� SCREENED HOLES PROS/ I D I NCB F� .28 SG2. I N. (.044 SQ1=T) PER BLOCK. �PPROXIM�TELY 64 �/ENTED BLOCKS= 2.81 SQFT PRO\/IDED (�.��) X (50%) = 2.-7-7 SQi=T MIN. REQUIRED WITHIN �' Oi= THE R I DC�E GONTI NUOUS RI DC�E /ENT I S I �.5 SG2. I N. (.OGi4 SG2FT) PER LF PRO�/I DE 4-7 Li= �T RI DC-�E = 4.41 SG21=T PRO�/I DED TOTAL \/ENT �RE� PRO\/IDED= -7.22 SQ FT ROOT= \/ENTING G.4LGUL.4TION (R001= OVER MAIN LE�/EL) 418 SG2i=T ,°.RE,°. �00 = I .�q SG21=T REG2U I RED (I .�G) X (50%) _ .�O SQFT MIN. REQUIRED .4T EAVES TYPIG,4L TRUSS BLOCK H,45 (4) 2 SCREENED HOLES PRO�/IDINC� F�.2�3 SQ. IN. (.044 SQi=�) PER BLOCK. ,4PPROXIM.4TELY 2S �/ENTED BLOCKS= I.10 SQPT PRO�/IDED (I .�Gf) X (50%) _ .-70 SQFT MIN. REQUIRED WITHIN �' OF THE RI DC�E CONTINUOUS RIDGE /ENT IS 1�.5 SQ. IN. (.OG4 SG2FT) PER LF PRO�/I DE 8 LF �T RI DC�E _ .-7� SQ1=T PRO�/I DED TOTAL /ENT AREA PROVIDED= I.g� SQ PT �# Q �� �Q A-�i �OO� ���� I I �� ���I � SEE GENER,4L NOTES SG.4LE: I/4" = I'-O" �71 REGISTERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT SFR\/I('FS fIFPARTMFNT V J • � U M 0 `� w � W Q � � � � �, V Q O H Q�� ��� � ��� U� � � N � ��� U � z� Q � � x Mi O O '� v J ���/� VJ N = � O J � N M ti �- date: OI-IS-IQ permit: revisions: drawn by �by: MWJ G%1eGiGed S�--f��T Oi= I 20 I g l�l�s�--� 11�1C�TON. ST�T� �l�l�i�C�Y GODS w 2 J J J Q y !U 2 W Q lU 2 W I r 18" FLooR 4"� DC W/ R-4�i TYP. I N STORM SYSTEM S�GT I O'N, �-� SEE GENER�.L NOTES S���fi� ���� SG��1�U�� ��� aola ism GENER?.L NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, WASHERS, B NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP d BTM. A35 BLKG. PLATE 51MPSON MASAP PLATE VALUE EDGES FIELD PLYWD. PLATES ANCHORS REQ'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI -6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" ® 48" � 48"BENDS (2) 16d ®10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" � 32" ®30"BENDS (2) 16d � i" 34Q PI-3" �`�` 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 24" ®24"BENDS (2) 16d � 5" 450 PI-2" �� 8d 2" 12" 2" 12" O.G. 3x4 3/4" � 24" � 18"BENDS (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" 3" 8" O.G. 3x4 3/4" � 16" N/A (4) 16d � 5" q00 P2-2" �� 8d 2" 12" 2" 8" O.G. 3x4 3/4" � 12" N/A (4) 16d � 4" 1170 ��NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS B PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 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 W�4LL NOTES 7/16" 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 IS 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 5TUD5 ON EACH SIDE. FLOOR PLYWOOD -USE 8d COMMON 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 -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. � ED6E5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x I/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. �/16" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 5TUD5 2" 16 6A. STAPLES ® 15 GA. STAPLES ® 14 6A. STAPLES 3" O.G. - 280 #/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 B STAPLES. HOEDOWNS -INSTALL SIMPSON HOEDOWNS OR USP HOEDOWNS AT THE END OF SHEAR WALLS WHEN SHowN oN DRAWINGS. PER PLAN, S I MPSON STHD 14 OR USP STAD 14 SIMPSON MST�C OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD7B OR USP TDXIO (7/8" ANCHOR BOLT MIN. SIMPSON MSTG48B� OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (�) 2X4(6)) PER PLAN 2x TOP PLATE ---- NAIL SHEATHING TO HEADER HEADER ® B" O.G. B.W. EXTEND TO END WALLS - — - (2) 2x STUDS CONNECT PLYWOOD W/ 8d NAILS ® 3" O.G. TO ALL STUDS, PLATES 8 HEADERS APA RATED SHTG. �" MIN. 24/O EXP. I n n I I I STHDI4 WOOD II TO CONCRETE I I CONNECTORS OR II II EQUAL (3) #4 VERTICALS I I i it I - 3x PLATE OR 2-2X NAIL SHEATHING #4 HORIZ. ® TO EACH PLATE 12" o � I I 3/4" � X 10" A.H. W/ B"X3"XI/4" PLATE WASHER O STEM WALL I � � GONT. ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE PLAN VIEW OP CONCRETE STEM WALL I L?.TER?.L RESTR?.I NT P�4NEL �-ci SEE GENERAL NOTES NO SCALE 4 �-a �.4LL GLIM�TE ZONES (T?.BLE R40�.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 SHGG O•�a (PRESCRIPTIVE 0.50 NR R-4G R-2 R-30 10/IS R-21 +TS R-10, 2 FEET �T?.BLE 406.8- ENERGY GRED I TS (SINGLE P?.M I LY) TI-I I S PLAN REQUIRES 6 GRED I TS 51 NGE I T I5 OVER 1500 SQUARE FEET AND UNDER 'J-000 SQUARE FEET OPTION GRED I T HEP.T I NG OPTION Z HE,4T PUMP (ELEGTRIG) I.O ENERGY PRESGRI PTI �/E GOMPL I f�NGE I S BASED .E OPTION ON T?�BLE R40z.1.l WITH THE FOLLOWING I � MODIFIG�TIONS: �/ERTIG�L FENESTRJ�TION U=0.Z8 FLOOR R-�8 SLAB ON GRADE R-10 PERIMETER ,4ND UNDER ENTIRE SL,4B BELOW C�R.4DE R- I O PERIMETER AND UNDER ENTIRE SLAB OR GOMPL I P.NGE: BASED ON SECTION R402.1.4: RE:DUGE THE TOTAL GONDUGTI\/E U� BY 59b ENERC-�Y ,41 R-SOURCE GENTR�LLY DUCTED HEST PUMP I .S OPTION WITH ?. MINIMUM HSPF OF II.O �.5 ENERGY H\/.4G EQUIPMENT ,4ND �SSOG I �TED DUCT I.O OPTION SYSTEMS) INST�LL?.TION SHALL COMPLY 4'� WITH THE REG2U I REME'.NTS OF SEGTI ON R40�.�.-i. LOG,4T1 NG SYSTEM GOMPONE:NTS I N GOND I TI ONED GR,4WLSP.4GE5 I S NOT PERMITTED UNDER TH I S OPTION. ELEGTRIG RESISTP.NGE HE?.T ?.ND DUCTLESS HE:,4T PUMPS ,4RE: NOT PERMITTED UNDER TH I S OPTION. D I REGT GOMBUSTI ON HE�TI NG WITH .4FUE: LESS THP�N 809b I S NOT PERMITTED UNDER TH I S OPTION. ENERGY OPTION W,4TER HE,4TINC� SYSTEM SH,4LL INCLUDE Z,O 5'S THE FOLLOWING: ELEGTRIG HE?.T PUMP W?.TER HEP.TER MEETING THE ST?.ND?.RDS FOR TIER III OF NE:E,4'S ,4D\/,4NGE:D W�TE:R HEJ�TINC� SPEGIFIG�TION SHEAR WALL PER SHEAR WALL CALCULATIONS SHEAR W?�LL �� SIMPSON STRAP �I PER PLAN NAIL PER /I NAIL BOTTOM SIMPSON I�/ I PLATE TO TOP TRU55 CHORD SPEGIFIGATIONS I BELOW PER SHEAR WALL SCHEDULE �—� � � T— � � � —1 T PROVIDE 4X12 BLOCKING TO HANG OFF 4X6 TRUSS CHORDS WITH CONGEALED FLANGE HANGERS WHERE MST STRAPS COME FROM SHEAR WALL ABovE OPEN WEB TRUSSES PER TRUSS MANUFACTURER TRUSS MANUFAGTURTER TO PROVIDED 4X6 CHORDS AT TRUSS ENDS WHERE THERE I S TO BE AN MST STRAP SHE�.R W?.LL .4T FLOOR TRUSS (TRUSSES PERPEND I GUL.4R) �'� `'�^�^OD ROOF PING .OGKING _ � 3" o.G. TO .oGKING _ ® 6" o.c. ss ZX6 V-BRACE � g'-O" O.G. (2) 2X TOP PLATE NO SCALE 2X STUD/ SHEAR WALL PER SCHEDULE 5�E=�i� J�I�.L.L. �E=i�i�. TO Ti�USS NO SG.4LE TRUSSES OR RAFTERS PER PLAN ROOF SHTG -NAIL PER SHEAR WALL SCHEDULE 8d � 6" O.G. 2X BLKG. W/ 16d — ® 8" O.G. B VENT HOLES (RIP BLK'GJ OVERHANG ff L'9 FASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. TOTAL 6.0 CREDITS HI ANCHOR � 24" O.G. TYPICAL 3 TYP. S+-+E,4RW?.LL TO ROOF �-Q CONNECTION No sG�.LE �71 REG I STEREO ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON VJ • � U 0 `� W I� ��TT�� W � � V Q � O H � I� `� r, u C/� � �' � u N � �� U W � a� v Q �/� C/� � �� �J 1�,,� CV ��� M ti date: OI-IS-IG permit: revisions: drawn by G%1eGiGed �by: MWJ 5+��E=T I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT Written dlmensions on this drawing shall have precedence over scaled dimenslons. Contactor shall verify all dlmensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimenslons 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. 3) 12" WATERBLOGK NAIL ON FLASHING I) ELEGTRIGAL JUNCTION BOX 8) WATERBLOGK 25 MIL 2) 12" WATERBLOGK WATERPROOF FLASHING NAIL ON FLASHING 4) I LAYER 60 MINUTE BUILDING 2) QUIGKFLASH ELECTRIC MEMBRANE TO SEAL HEAD FLA5HIN6 PAPER OVER FLA5HIN6 PANEL FLASHING PANEL I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE 7) WATERBLOGK 25 MIL I) QUIGKFLASH PLUMBING TO GREATS 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 ) I LAYER 60 MINUTE (TO MATCH SIDING MATERIAL) COLUMN OR WALL FRAMING SIDING NOTES: FLASFfINb ^ \ PAINELNTO SUPPORT WITH BEVELED EDGE I) METAL FLASHINGS GREATS SHINGLE�I� � � FOR LIGHT FIXTURE OR OUTLET METAL WATERTABLE/SILL 51DIN6 AT TOP BETWEEN TRIM EFFECT � O � I FLASHING f AND DOOR � � 2) NO GAULKIN6 \ STAPLE ONLY THIS AREA I" X , 4) INSTALL KD CEDAR PREDRILL BETWEEN DOOR FRAME WIDTH OF DOOR BLOCK SUPPORT WITH AND TRIM BEVELED EDGE 3) CAULK AT SIDING I) 12" WATERBLOGK NAIL ON AND TRIM ONLY FLASHING O ` � 2X WOOD TRIM GUT AT 4) DOOR TRIM TO BE � 2° BACK BEVEL OR 5/4x UNLESS NOTED 5) I LAYER 60 MINUTE � � i � �y i STONE LEDGE T.B.D. FIELD VERIFY DETAIL OTHERWISE BUILDING PAPER. STOP PAPER 2) I LAYER 60 MINUTE BUILDING PAPER UNDERNEATH i 3) I LAYER 60 MINUTE (WOOD 5) DECK APPLICATION SEE TYPICAL DETAIL AT DOOR FLANGE AT TOP AND 4) SLIDING GLASS DOOR SIDES OF DOOR. RUN PAPER PREDRILL BOTTOM SIDE OF FLASHIN6 PANEL ` BUILDIN6 PAPER UNDERNEATH BOTTOM SIDE OF FLASHING PANEL WOOD DETAIL 5GD200 INCLUDING POLYURETHANE UNDER FLANGE AT BOTTOM OF CAULK BEHIND DOOR FLANGE 5) PLUMBER INSTALL FR05T b) WATERBLOGK 25 MIL DOOR AT TOP AND SIDES (SECURE FREE H05E BIB b) INSTALL SIDING WOOD DETAIL I LAYER 60 MINUTE WATERPROOF FLASHING DOOR WITH NAILS PER BUILDING PAPER MEMBRANE OVER DOOR MANUFACTURER'S SPECS) BEHIND FLASHING FLANGE AND HOLD BACK �" FROM DOOR FRAME �L�GTRI GAL BOX �L�SH I �lG P�N�L w�T��T�BL�/SILL �L�SH I �lG w/WOOD S I D I NCB SL I D I �lG GLASS DOOM PLUMBING �L�S� I NG P��I�L I 2 � NO SCALE � NO SCALE NO SCALE NO SCALE 2) QUICK FLASH PLUMBING FLASHING SIDING 4) I LAYER 60 MINUTE PANEL BUILDING PAPER OVER I LAYER 60 MINUTE BUILDING I LAYER 60 MINUTE FLASHING PANEL TO ,, _-- PAPER ON TOP OF FLASHING BUILDING PAPER GREATS SHINGLE EFFECT 2) 26 6A. GAL.. SHEET METAL VENT BEHIND FLASHING COVER INCLUDING CAULK BEHIND FLANGE COLUMN OR WALL FRAMING 5) INSTALL KD CEDAR AT TOP AND SIDES (SECURE VENT COVER I) DECK FLASHING BLOCK SUPPORT WITH WITH NAILS) METAL WATERTABLE/SILL FLASHING � SIDING NOTCHED AT DOORWAY BEVELED EDGE I) PIPE OR WIRE PENETRATION ��� �\� ?„ � 0 I� L" � FTERB� �K DOOR OPENING PREDRILL \ ' c� SLOPE TO DRAIN \� 2X WOOD TRIM GUT AT 2° BACK BEVEL OR V.I. STONE LEDGE OR - GOURSE BRICK T.B.D. FIELD VERIFY 3/4" I) �" PT GDX PLYWOOD BEHIND BRICK COLUMN VENEER 3) I LAYER 60 MINUTE BUILDING PAPER II/Ib" BRICK OR STONE AND STONE VENEERS NOS, b) INSTALL SIDING UNDERNEATH BOTTOM SIDE 2) I LAYER 60 MINUTE BUILDING PAPER GUT BOTTOM FLANGE TO CLEAR DECK OF FLASHING PANEL 3) INSTALL WIRE LATH BEHIND CULTURED STONE VENEERS, SINGLE LAYER IN FIELD SURFACE PRIOR TO INSTALLATION 2) DOOR PAN 5) DRILL HOLE FOR PIPE 4) WATERBLOGK 25 MIL 3) I LAYER 60 MINUTE BUILDING PAPER. DOUBLE LAYER AT CORNERS WATERPROOF FLASHIN6 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 DOOi� � W�T��T�BL�/SILL �L�S� I NG w/BR I GK ��N��R D�GK GOAT I NG �PPL I GAT I ONS PLUMB I NG/w I R� �L�S� I NG P�N�LS ��NT GO��� �L�SH I NG � NO SCALE � NO SCALE 8 NO SCALE � NO SCALE 3) 12" WATERBLOGK NAIL 2) 12" WATERBLOGK ON FLASHING 3) 12" WATER$LOGK NAIL ON FLASHING 8) NAIL ON FLA5HIN6 WATERBLOGK 4) 12" WATERBLOGK NAIL 25 MIL ON FLASHING WATERPROOF 7) WATERBLOGK 25 MIL \ WINDOW FLASHING WATERPROOF FLASHING MEMBRANE � ROUGH TO SEAL MEMBRANE TO SEAL \ OPENING HEAD �� FLASFfINb SHEATHING DOOR OPENING FLASHING \ \ I LAYER 60 SIDIN6 \ \ \ \ \ � BUILDING PAPER X I LAYER 60 MINUTE Q BUILDING PAPER - \ � STAPLE ONLY THIS AREA I" X � `� BUILDING PAPER SHINGLED \ WIDTH OF WINDOW NOTES: \ SEALANT � � � 6 �. OVER 3x5 FLASHING I�" CLEAR AIR SPACE I) 2 METAL FLA5HIN65 AT TOP BETWEEN TRIM \ I) 12" WATERBLOGK � _ _ _ \ I10° ROOF TO WALL VENTING AND WINDOW NAIL ON FLASHING 2) NO GAULKIN6 WATER TIGHT � , � � � , � ` �� � \�, 05B ROOF SHEATHING OVER BETWEEN WINDOW - _ DIVERTER i � SEAMS (TYP) { ° � � II 0� � � 2x4 RAFTERS 24 O.G. � I) 12" WATERBLOGK FRAME AND TRIM I \' � TYPICAL VENT BLOCK WITH NAIL ON FLASHING 3) CAULK AT SIDING 5) I LAYER 60 MINUTE � SCREEN OVER HOLES AND TRIM ONLY BUILDING PAPER. STOP PAPER AT WINDOW GUT 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 6) WATERBLOGK 25 MIL 4) WINDOW INCLUDING FLASHING 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 SHOWN FOR CLARITY HEAD. I LAYER 60 MINUTE WINDOW FRAME NAILS PER BUILDING PAPER MANUFACTURER'S SPECS) SWINGING DOOM wl NDOW �L�SH I NCB K I GKOUT �L�S� I NG � I R�PL�G� i�00� ��NTI L�TI ON � NO SCALE I O NO SCALE I I 12 NO SCALE NO SCALE 1287 � REG I STEREO RRGI-f I TEGT MIGH L YNE JOHNSON STATE OF WP.sHIN6TON U� ��TT�� � �-�-I � /'1 V J N � M u I-1 V ' ` V M O G1 O W �° � U C/� � A ;� U� H � � L � � � � � a� � � Q N 0 � r dGte: OI-15-IGi permit: revisions: drawn by: MWJ checked by: ��--f��T I O� I RECEIVED 8-13-21 CITY OF EDMONDS DEVELOPMENT iNrltten dlmenslons on this drawing shall have precedence over scaled dlmenslons. Contactor shall verify all dlmenslons, condltlons, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmenslons and/or condltlons 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. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d ®6"O.G. EDGE 2x P.T. SILL 8d � 12" O.G. FIELD (7/16" OSB AGX PLYWD � EVES) 24" CARDBOARD BAFFLE MIN. 15# UNDERLAYMENT ALLOW FOR I" AIR SPACE NAIL 6" EDGE, 12" FIELD MIN. EXTEND 12" ABOVE WITH 8d NAILS, U.N.O. INSULATION. X d Q — O I � SOLID SHEATHING _z OR GDX PLYWD. - WHERE EXPOSED N TO WEATHER � n nnnnn TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'C�. W/� 2" SCREENED VENT HOLES WITH I/4" GORRPSION RESISTANT METAL MESH COVERING � I N. ELR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" �/6" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS cn 16" O.G. TYP. S I D I N6, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL E I N. ELR. z_- 4"� D.S. TI6HTLINE, POSITIVE DRAIN TO STORM SYSTEM n' � I� FIN. GRADE TO SLOPE � AWAY FROM BUILDING � � V�%\� Vim% � �� �A �/ / � z_ cv j��j�/ a � j\��/�� ��� �/ a ° �� �/ �- �, a 4"� PERF. FOOTING DRAIN TILE W/ CLOTH COVER 8 GRANULAR COVER AS REO'D. BY SOIL GOND I T I ONS 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS � 48" o.c. NO LESS THAN 4Y2" � NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. �" MIN. EMBEDMENT INTO GONG. EXCEPT � SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. m ° #4 REBAR � 16" O.G. HORIZONTAL HANDRAIL: r- 6RIP I%4" - 2" � PROJECTION FROM 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. SEE ROOF FRAMING PLAN I FOR SPAGIN6 STI7 �OU�I��T I ON ��T� I � � 2 . m INSULATE PER WSEG 6 SCALE: N.T.S. J� Y I I V� �R�� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN OR FLOOR TRUSSES %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER � WALLS AND CEILINGS J� Y I I V� �R�� FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS e"X I O" ANCHOR BOLT W/ 3"X3"X 4 " PLATE WASHERS � 48" o.G. NO LESS THAN 42" ff NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. �" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. 3/a" T�6 PLYWOOD SUB -FLOOR (GLUED $NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. SHE/�R Wl�LL PER PLAN DOUBLE STUD ® E?.GH. STR.�.P �DG� RIM JOIST MST48 � CENTERLINE OF RIM JOIST PONY WALL (Z) ZX4'S � 16" O.G. OR (I) 2X6 � 16"O .G. MIN. -7/16" P,hNEL SHTG. BLOGIG�D EDGES 8d® 6" O.G. ® EDGE:S 8d® 12" O.G. IN FIELD OR SH�?.RW�LL N,41 L I NG PER PLf�N HOEDOWN PER SH��RWALL..SGHED. GRJ�DE � I �X= II X ��mT 4" Tff C-� FLR. SHTG. x a T O -FLOOR JOIST PAR PLAN /�.8. � FDTN. PER TYP. DE:T,41 L 4 1�O1�1Y ��LL L'��T� I L 6 SCALE: N.T.S. INSULATE PER WSEG., 481� M,�x. GR�:W�1�S��G� UNB�4L�4NGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL #2 ABOVE .� SEE FOUNDATION PLAN FOR BEAM SIZE � POST SIZE /SPAGIN6 q0# FELT � � 6 MIL. POLY VAPOR BARRIER ' (Yi � ALL REINFORCEMENT � MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FDN. SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a ° ° a � TYi� I G�� Y��,L,L S�GT I ONS C� I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOGKINC� BR6. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND SPAGIN6 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 v 2X4 STOP — 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP ff BOTTOM OF RUN BETWEEN STRINGERS � ALONG RUN BETWEEN STUDS USABLE SPADE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) /� 0 STD I R I��T� I �. - TYP I G�� C� I SCALE: N.T.S. ° a 4" GONG 4" GRAM NOSING HANGER 3-2x 12 STRINGERS Q J1J 2X4 BLOCKING Z (FIRESTOP) F I REBLOGKS �O STf�IR NOTES: RISER HE I C�HT = 7-�/4" MAX. TREAD DEPTH = 10" MIN. NOSH AND �SSOG I TES 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 manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBC. 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 foists or as noted on plan. Double foist (or extra TJI) under all non - bearing parallel walls. q. TJI products to be installed per manufacturer's installation guide and approved reports. IO.AII metal connections to treated wood shall be at a minimum; triple zinc ZMAX (C�185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. I I. 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 36" from a window opening. GL I M,4T I G AND GEOGRAPH I G DESIGN GRITERI�: TERMITE: SLIGHT TO MODERATE DECAY: SL I C�HT TO MODERATE WINTER DESIGN TEMP: 26 ° IGESHIELD REQUIRED: YES FLOOD HAZARDS: 2003 I GG2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 46 DESIGN D�Tf�: ROOF LOADS: LL 25#/SF (SNOW) DL 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 I500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DRYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-�� (TABLE 402.2 IRG) MASONRY PER 2018 IBC STEEL PER 2018 IBC (GRADE 60) WOOD PER 2018 IBC NAILING PER 2018 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC: ZONE - DI V =see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOU6LA5 FIR #2 6" BEAM: fv = 85 fb = 8�5 PSI E = 1,600,000 4 POST: DOU6LA5 FIR #2 6" POST: fv = 85 fb = 8�5 PSI E = 1,300,000 JOISTS ff RAFTERS HEM FIR #2 8 STUDS: fv = �5 fb = 850 PSI E = 1,300,000 C�LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF�KI) E = 1,800,00o 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 I6" O.G., 3/4" WALL ff ROOF SHEATHING: APA RATED SHEATIN6 24/16 �/16" FOOTING FOR 8" WALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 1�8—f1 1 \ REGISTERED I\I P`RGHITEGT MIDI -I EL YNE JOHNSON STATE OF 1^L4sHINGTON � �T� F--�-I r !1 N V J � N `� I---i M U O o U /1 \J J IJ � ^ s. °� U w V� � ' Q� � � x �-7 �� � — � z, � 0 I � N M r �� ~ —� � y date : 03-03-21 permit: revisions: drawn by: RO checked by: Sf-IEET I �ECEIVED _� �-13-21 ' CITY OF EDMONDS DEVELOPMENT RVICES DEPARTMENT