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APPROVED BLD PLN RESUB1 BLD2021-1442+Architectural_Plan+12.13.2021_11.10.30_AM+2568407ABBREVIATIONS 8C AND L ANGLE Q AT CENTERLINE DIAMETER OR ROUND L PERPENDICULAR POUND OR NUMBER (E) EXISTING A.B. ANCHOR BOLT ACOUS. ACOUSTICAL A.D. AREA DRAIN ADDL. ADDITIONAL ADJ. ADJACENT ADJUST. ADJUSTABLE AGGR. AGGREGATE ALLOW. ALLOWABLE ALT. ALTERNATE ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASB. ASBESTOS ASPH. ASPHALT ASSY. ASSEMBLY BDRY. BOUNDARY BITUM. BITUMINOUS BL BOTTOM LAYER BLDG. BUILDING BLK BLOCK BLKG. BLOCKING BM. BEAM BN BOUNDARY NAILING BOT. BOTTOM B.S. BOTH SIDES BTWN. BETWEEN CAB. CABINET C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I. CAST IRON CJ CEILING JOIST C.L. CENTER LINE CLG. CEILING CLKG. CAULKING CLR. CLEAR CNTR. COUNTER COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CORR. CORRIDOR CONT. CONTINUOUS CSK. COUNTERSINK CTR. CENTER F.A. FIRE ALARM F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.F. FINISH FLOOR FIN. FINISH FJ FLOOR JOIST FLASH. FLASHING FLG. FLANGE FLR. FLOOR FLUOR. FLOURESCENT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD FPRF. FIREPROOF FT. FOOT OR FEET FTG. FOOTING FURR. FURRING FUT. FUTURE GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GL. GLASS G.LA. GLUE LAMINATED GND. GROUND GR. GRADE GYP. GYPSUM H.B. HOSE BIB H.C. HOLLOW CORE HD HOLD DOWN HDR. HEADER HDWD. HARDWOOD HDWE. HARDWARE HK. HOOK H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HGT. HEIGHT I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR JST. JOIST JT. JOINT KIT. KITCHEN LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LG. LONG LGTH. LENGTH LT. LI GH T LTWT. LIGHT WEIGHT MAX. MAXIMUM MB MACHINE BOLT DBL. DOUBLE M.C. MEDICINE CABINET DEPT. DEPARTMENT MECH. MECHANICAL DET. D.F. DETAIL DOUGLAS FIR MEMB. MEMBRANE DIA. DIAMETER MET. METAL DIM. DIMENSION MEZZ. MEZZANINE DISP. DISPENSER MFR. MANUFACTURER DN. DOWN MH. MANHOLE D.O. DOOR OPENING MIN. MINIMUM DR. DOOR MIR. MIRROR DWG. DWLS. DRAWING DOWELS MISC. MISCELLANEOUS DWR. DRAWER MK. MARK DS. DOWNSPOUT MTD. MOUNTED MUL. MULLION E. EAST EA. EACH EA. W. EACH WAY E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMBMT. EMBEDMENT EMER. EMERGENCY ENCL. ENCLOSURE E.P. ELECTRICAL PANEL EQ• EQUAL EQPT. EQUIPMENT E.S. EACH SIDE EXST. EXISTING EXPO. EXPOSED EXP. EXPANSION EXT. EXTERIOR N. NORTH N.I.C. NOT IN CONTRACT N0. or #NUMBER NOM NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL OBS. OBSURE O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF. OFFICE OPNG. OPENING OPP. OPPOSITE 18414 79TH PL W , EDMONDS, WA 98026 PRCST. PRE —CAST PL. PLATE P.L. PROPERTY LINE PLN. PLAN P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR. PAIR PT. POINT P.T. PRESSURE TREATED P.T.D.F. PRESSURE TREATED DOU GLAS FI R R. RISER RAD. RADIUS R.D. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REINF. REINFORCED REQ. REQUIRED RESIL. RESILIENT RGTR. REGISTER RJ ROOF JOIST RM. ROOM R.O. ROUGH OPENING RR ROOF RAFTER RWD. REDWOOD SCHED. SCHEDULE SECT. SECTION SHTG. SHEATHING SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SPCG. SPACING SPEC. SPECIFICATION SQ. SQUARE S.S. STAINLESS STEEL S.SK. SERVICE SINK STA. STATION STAG. STAGGERED STD. STANDARD STL. STEEL STOR. STORAGE STR. STRAIGHT STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL TRD. TREAD VICINITY MAPS l� ` •R'w � J' .. .. a � :� .'`� of � 4 ,.� i � ::t . � � �. Z ,� 1 ,tea �� � t 1=�. - ,,; �-' i=F. lG , .. . —� . ;_- _ �' - SEAVIEW PARK � ,�' � '�� � - ._. � x � � _ SITE z ��� `^ �, �. :. �'� gib • I .�-- w_ � ,:. 1 `` , i.Y � ..'� � � sy. � `�� .� ,�, - :� , HAD � � � y,, �� � � �-, � w .�, _a ce^' 4 . ., - �� -- .. IV N.T.S. PROJECT SUMMARY PROJECT ADDRESS: 18414 79TH PL W EDMONDS, WA 98026 PARCEL NUMBER: 00471000001100 LEGAL DESCRIPTION: HIDDEN GLEN BLK 000 D-00 — LOT 11 EXC TH PTN THOF DAF BEG MOST WLY COR SD LOT 11 TH S47*03 39E ALG SWLY LN THOF 83.03FT TH N25*02 08W 61.84FT TAP ON N LN THOF TH N89*07 10W ALG N LN 34.62FT TO TPB TGWTH PTN LOT 10 DAF BEG MOST ELY COR THOF TH N47*03 39W ALG NELY LN THOF 71.03FT TH S25*02 08E 40.29FT TH S47*48 41 E 36.46FT TAP ON CRV THE VERTEXOF WH BEARS S68*31 02E TH NELY ALG SD CRV TO R HAVG ARAD OF 40.00FT & THRU A C/A OF 25*35 28 14.98FT TO POB PER BLA 5-1 1-89 REC AF NO 8907110122 PROPERTY OWNER: JACOB D. HITCHNER &CAITLIN J. HITCHNER ZONING: RS-8 STORIES/BASEMENTS: 2/0 YEAR BUILT: 1962 PARCEL AREA: .22 ACRES — 9,583 SF PROJECT DESCRIPTION: REMODEL OF EXISTING 298 SF ATTACHED CARPORT TO ENCLOSED /CONDITIONED BONUS ROOM FOR EXISTING 1,320 SF SINGLE FAMILY RESIDENCE. PROJECT DATA: LOWER FLOOR HABITABLE (EXISTING) 1104 SF LOWER FLOOR HABITABLE (PROPOSED) 1402 SF UPPER FLOOR HABITABLE (EXISTING) 1210 SF (NO CHANGE) TOTAL: 2612 SF GARAGE (EXISTING) 660 SF (NO CHANGE) TOTAL LOT COVERAGE (EXISTING) 2062 SF (21.5�) TOTAL LOT COVERAGE (PROPOSED) 2062 SF (21.5%) CONSTRUCTION TYPE: V APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE, 2018 UNIFORM PLUMBING CODE, 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FIRE CODE, 2018 NATIONAL ELECTRICAL CODE, 2018 WASHINGTON STATE ENERGY CODE, LOCAL MUNICIPAL CODES T.B. TOWEL BAR T&B TOP AND BOTTOM T.C. TOP OF CURB TEL. TELEPHONE PROJECT TEAM TEMP. TEMPORARY TER. TERRAZZO OWNER ARCHITECT CONTRACTOR T.&G. TONGUE & TH. THICK GROOVE JAKE 8c CAITLIN HITCHNER BLAKE BETHARDS BELOTTI + MCHUGH DESIGN AND THRD. THREADED JHITCH83Ca?GMAIL.COM BETHARDS ARCHITECTURE +DESIGN CONSTRUCTION SERVICES 21010 70TH AVE WEST, EDMONDS WA. 310-463-1013 98026 BLAKEC�?BETHARDSARCHITECTURE.COM T.O.P. TOP OF PLATE T.O.R. TOP OF RIDGE T.P. TOP OF PAVEMENT T.V. TELEVISION T.W. TOP OF WALL TYP. TYPICAL UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UR. URINAL VERT. VERTICAL VEST. VESTIBULE V.G.D.F. VERTICAL GRAIN DOUGLAS FIR V.I.F. VERIFY IN FIELD W. WEST W/ WITH W.C. WATER CLOSET WD. WOOD W/0 WITHOUT W WATERPROOF WSCT. WAINSCOTT WT. WEIGHT WWM WELDED WIRE MESH City Of Edmonds Building Department Work REMODEL- GARAGE CONVERSION Address 18414 79TH PL W ' Owner HITCHNER Approved Date 01-03-2022/� /j Building Official �Qi(l�/i� �G(��� /QiG(� Permit Number RI mm�_1aa� 2130 6TH AVE W. SEATTLE, WA. 98119 DEFERRED SUBMITTALS THE FOLLOWING PERMIT SUBMITTALS WILL BE DEFERRED AND COORDINATED BY THE SELECTED SUB —CONSULTANTS IF REQUIRED: —HVAC —ELECTRICAL SHEET INDEX SHEET CONTENT A0.1 COVER SHEET A1.0 SITE PLAN A1.1 FLOOR PLAN &REFLECTED CEILING PLAN A2.0 EXTERIOR ELEVATION, SECTIONS &DETAILS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES CITY OF EDMONDS �V WZ ZW =Q V- ~W _� Project No. 11699 REGISTERED ARCHITECT STATE OF WASH Revisions Notes Revisions Project North 2021.01 RESUB Dec 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale 1/32"=1'-0" COVER SHEET A0.1 BETHARDS ARCHITECTURE +DESIGN ©2021 PROPERTY INFORMATION PARCEL NUMBER 00471000001100 ZONE RS-8 HIDDEN GLEN BLK 000 D-00 -LOT 11 EXC TH PTN THOF DAF BEG MOST WLY COR SD LOT 11 TH S47*03 39E ALG SWLY PROPERTY DESCRIPTION LN THOF 83.03FT TH N25*02 08W 61.84FT TAP ON N LN THOF TH N89*07 10W ALG N LN 34.62FT TO TPB TGWTH PTN LOT 10 DAF BEG MOST ELY COR THOF TH N47*03 39W ALG NELY LN THOF 71.03FT TH S25*02 08E 40.29FT TH S47*48 41E 36.46FT TAP ON CRV THE VERTEXOF WH BEARS S68*3102E TH NELY ALG SD CRV TO R HAVG ARAD OF 40.00FT & THRU A C/A OF 25*35 28 14.98FT TO POB PER BLA 5-11-89 REC AF NO 8907110122 LOT AREA .22 ACRES ADDRESS 18414 79TH PL W , EDMONDS, WA 98026-5848 PROPERTY OWNER NAME JACOB D HITCHNER & CAITLIN J HITCHNER APPLICANT'S NAME BLAKE BETHARDS APPLICANT'S PHONE 310-463-1013 APPLICANT'S EMAIL BLAKE@BETHARDSARCHITECTURE.COM IS PROJECT PART OF A PRD? NO LOT COVERAGE EXISTING PROPOSED HOUSE 2,314 SF (1104 + 1210) 2,612 SF (1104+1210+298) GARAGE 660 SF NO CHANGE CARPORT 298 SF 0 SF COVERED PORCHES/ PATIOS - NO CHANGE AT GRADE DECKS - NO CHANGE TOTAL AMOUNT OF LOT COVERAGE 2,062 SF NO CHANGE TOTAL LOT SQUARE FOOTAGE 9583 SF NO CHANGE PERCENTAGE OF LOT COVERAGE 21.5% NO CHANGE GROSS SQUARE FOOTAGE PROPOSED RESIDENCE FIRST FLOOR 1,402 SF SECOND FLOOR 1210 SF (NO CHANGE) TOTAL 2,612 SF NOTE: SITE PLAN INFORMATION DEVELOPED FROM CITY OF EDMONDS GIS MAPS. THE UNDERLYING SITE INFORMATION SHOWN ON THIS SITE PLAN IS NOT FROM AN OFFICIAL SURVEY. PROPERTY CORNERS ARE APPROXIMATIONS BASED ON THE GIS MAP DATA. / � " , /� ""�� Nothing in the permit approval process shall be ,,''' ,�-'' ""-"�""" -� -" interpreted as allowing or permitting the maintenance ,,'' ,,-'' - of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which -' � ,' ,--""" -, ,, ,, is outside the scope of the permit application, regardless ,- ,, ,, ,, ,- , of whether such building, structure or condition is ,-'' ,''' ,�' ,''' shown on the site plan or drawing. Such building, ,-'' ,,'' ,'' �'' ,, ,� structure or condition may be the subject of a separate �' ,� � i �� � I � I enforcement action. '' ,,''' ,�'' ��, 316 ,- ,� I � � � I �'' �' I O. � � I APPROVED BY PLANNING i ����--''' ,,''' '' � , i � �� � I ' I w.,,,,�� �' . ' � �' I ' i � �� i I.� � '� Dec 16 2021 � "--"""�� �� , I, - • � �' �� •. � �� � � CARPORT CONVERSION ONLY, NO CHANGE TO ,�''' ,,-'' 32o I � � � . -'' �' SETBACKS, HEIGHT OR LOT COVERAGE. ,-' ,�-' � ________--------------� � - _-- -" � - -- -- ___- �\ . � '• ,' �-' 322 � _ -- I � � •. ' � I �. �------------------------ ' - "- I _____r-- --- - .� ______ - - _ "�" .. --_ --- _324 _ � _ � _ ------ - i __ �� "- ' " 32G � I ----�-------------- '-_ , _ __--- � . ----_ �, -- -� ,, - ___-r - �� -- - � -_ --_ __ - _ ' 32'8� � � _- � __ � ______ ___ �� • � ___ _ _ _ - - - � , ---_ � -, `--_ �, -'' ,'' �' ,� I ,,_-- �, � � � �' �, •�� i � � '�, �' ' �' ' �' , , � I - """'� �� �����, �` •. i � EXISTING DET CHED 660SF � �, `��� , ,' ,� ,' ' � I � GAR GE �� � � ., \\ , , � , , '•� i i , � � I ��' �'� i , ��� �' � � REMODEL OF (E) 298 SF ATTACHED 3 . �' .' `�\ �`,\ ' '' � SIDED CARPORT TO CONDITIONED 1ST ��' � ` ' � ' 3.38I � FLOOR BONUS ROOM - NO CHANGE TO �` , ,' ,' ! FOOTPRINT OR AREA FROM (E). �' (E) DRIVEWAY � ��� ,,' I ��' � � i �� i i � ��� i �, � ' SYS B. � �� � . > > �' i > > ' � � > i I I /� � �' i � �� (E) NEIGHBORIN( I i � STRUCTURE ��� .� � i (E) ROOF .�/ i DECK OVER (E) EXIS ING 2 LEVEL 2314 SF RESIDENCE �.. ' � N i CARPORT- � SST. �`� � / i PROPOSED ,��� I : / ___,.,_�_,__, EDMONDS, WA. 9E026 � .�� ,� �. ' � � � � . ��\ \ �\ . \ / �A � / / \�� \ � �� � --- I / V ---- -346 / � � / J . � � � `� q�,, . , ,, /� � \ � � � / � '� �� \ �` / 4 ��, ��� ��� �/ 79TH PL W. C 0� \\� �t i �V WZ ZW =Q V- ~W _� Project No. 11699 REGISTERED ARCHITECT �� 4 �� BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Revisions 2021.01 RESUB Dec 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project North 0 Scale 1/8"=1'-0" SITE PLAN A1.0 ° SITE PLAN 1 SCALE: 1/8" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021 WALL TYPES NEW WALL (E) FRAMED WALL TO REMAIN [_______] EXISTING WALL TO DEMO FRAMING— UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS CLADDING INSULATION Q w N w O � J � � � Z � N Q m W � m Q � = O � � � Z U W W J J W � Q � o = � � cmn � � � � � � � W1 4—A2.0 PER PLAN FIR 2X6 16" �" GYP. BD. LAP SIDING Y BATT 21 MIN. W2 5—A2.0 PER FIR 2X4 — 16" �" GYP. BD. LAP SIDING— Y CLOSED CELL 21 MIN. PLAN EXISTING EXISTING IN —PLACE LIGHTING SINGLE POLE SWITCH LUTRON PLATE TO MATCH WALL COLOR 3—WAY SWITCH LUTRON PLATE TO MATCH WALL COLOR D� DIMMER SWITCH LUTRON DIVA C—L PLATE TO MATCH WALL COLOR PENDANT FIXTURE PENDANT / UL—LISTED FIXTURE. FINAL 1 TOTAL CHANDELIER SPEC TBD. �l� � FIXTURE RECESSED LED DOWNLIGHT, OMEGA OM6LED40120DL — OR SIM. 8 TOTAL � 6" APERTURE R6LED30KCSDL 27 WATTS 0 M (V ■ ■ 1 NEW ■ ■ z�W ��� w � � oZ Ww Z� J 0 WINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.O.) � can o v ALL GLASS TAGGED IS NEW GLAZING m z o J� o z z w z_ � w J m��� w � Z o (E)= EXISTING GLAZING — NO CHANGE = �� J O Q� W Z � O Q Z J O w z x� a�� z o w���� � c� cn ��>I�Qc�cnwcno�c�o�m W1 1 10'-0" X 3'-0" 3' o 0 0 0 0 o U VALUE —> 8; SHGC > .38 2 3'-0" X 1'-6" 4'-6" o 0 0 0 o U VALUE —> .3 SHGC > .38 WINDOW NOTES: ■ U Value max=0.3 0 as ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND WINDOW SUPPLIER PRIOR TO ORDERING. ■stated on the ■ =WSEC Worksheet' INSTALL NEW WINDOWS IN EXISTING OPENINGS AS NOTED. DIMENSIONS AND CALLOUT SIZES ARE ESTIMATES AND SHOULD; ■_ BE SITE VERIFIED AFTER DRYWALL HAS BEEN REMOVED AND CLEAR DIMENSIONS CAN BE TAKEN. � � � � � � � � � � � ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: —INGRESS AND EGRESS DOORS — PANELS IN SLIDING OR SWINGING DOORS — DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE — IF WITHN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE — IN WALL ENCLOSING STAIRWAY LANDING ALL TEMPERED GLASS TO BE ETCH MARKED. V.I.F. ALL ROUGH OPENING SIZES BEFORE ORDERING WINDOWS. INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 GENERAL NOTES SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. SYMBOLS �W V W Z W =Q V i Project No. W 2021.01 11699 REGISTERED ARCHITECT STATE OF WASH Revisions PERMIT RESUBMITTAL Notes RESUB Dec 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions Project North 0 Scale 3/8"=1'-0" FLOOR PLAN & REFLECTED CEILING PLAN REFLECTED CEILING PLAN SCALE: 3/8" = 1' FLOOR PLAN SCALE: 3/8" = 1' ��� BETHARDS ARCHITECTURE +DESIGN ©2021 2X6 FRAMING @ 16" O.C. 2" SHEATING BELOW (N) SIDING -MATCH (E) RESIDENCE 2X6 PT PLATE W/ ANCHOR BOLTS @ 6' O.C. EMBED 7" MIN INTO CURB. USED 3"X3"X0.25" PLATE WASHERS NEW CURB. MIN 6" WIDE & 6" TALL. MATCH HEIGHT OF (E) STEM WALLS. #3 VERTICAL REBAR @ 48" O.C. STANDARD HOOK ON EACH END #4 CONTINUOUS REBAR TOP &BOTTOM EMBED 4" MIN INTO EXISTING STEMWALL AND FOOTING AT THE SIDES O FURR INTERIOR FINISH AS REQUIRED R5 RIGID INSULATION FINISH FLOOR -MATCH (E) @BASEMENT -----NEW FINISH FLOOR -ALIGN W/ (E) bo R10 RIGID INSULATION DEMO (E) SLAB AT INTERIOR OF CARPORT. ° RE -POUR NEW SLAB IN PLACE. 6 MIL WATER BARRIER 1'-°" � WA L L D ETA I L R21 MIN. CLOSED CELL FOAM -IN -PLACE INSULATION W/IN (E) 2X4 @ 16" O.C. FRAMED WALL. PROVIDE LIQUID APPLIED WATER BARRIER TO BACK -SIDE OF (E) SHEATHING. FLASHING NOTE APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. — AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. — UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. ELEVATION /SECTION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, 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. (E) 2X4 DF STUDS @ 16" O.C. R21 MIN. CLOSED CELL IN PLACE FOAM INSULATION $" TYPE X. GWB (E) 8" SHEATHING (E) LAP SIDING LIQUID APPLIED WATERPROOFING @INTERIOR FACE OF SHEATING FURRING STRIPS AS REQUIRED I ' °" II � � NOTE -EXISTING ASSEMBLY DASHED FOR I1I � CLARITY � i � � WALL BASE I �/ (E) DECK R49 MIN. CLOSED CELL FOAM (R7/INCH) INSULATION (E) 2X8 JOISTS -16" O.0 -DOUBLED @EVERY 32" O.C. \ / � / GWB CEILING -FURR DOWN \ / FROM STRUCTURE AS \ / REQUIRED \ � OPENTO DEN BEYOND /� / � BASEBOARD -MATCH (E) R21 MIN. INSULATION W/IN / \ � � � RESIDENCE NEW 2X6 FRAMED WALL. / \ 1 SAWCUT &REPLACE SLAB AS REQUIRED W/ 4" NON-STRUCTURAL SLAB ON GRADE W/ 6X6 WWF W2.1xW2.1 CENTERED IN THE SLAB. PROVIDE 28" #4 DOWELS WITH 4" EMBED INTO (E) FOOTING AT 18" OC AT SLAB PERIMETER. MATCH LAP SIDING TO (E) RESIDENCE 2 3 A2.0 A3.0 (E) GUARDRAIL � w Z J w d O a 0 M �� ao w w_ o= U M Q I 0 c� ws �� WALL DETAIL 00 M SECTION /INTERIOR ELEVATION SCALE: 3/8" = 1' Y (� � Z � � � � � >< w W Z � p w w w � � Z O O J 2 H NEW i ALIGN � -----NEW FINISH FLOOR -ALIGN W/ (E) 210 RIGID INSULATION DEMO (E) SLAB AT INTERIOR OF CARPORT. �E-POUR NEW SLAB IN PLACE. .i MIL WATER BARRIER 0 c� �� a �J U 2X6 FRAMING @ 16" O.C. 2" SHEATING BELOW (N) SIDING -MATCH (E) RESIDENCE 2X6 PT PLATE W/ ANCHOR BOLTS @ 6' O.C. EMBED 7" MIN INTO CURB. USED 3"X3"X0.25" PLATE WASHERS NEW CURB. MIN 6" WIDE. MATCH HEIGHT OF (E) STEM WALLS. #4 REBAR EMBED 3" MIN INTO SIDE STEMWALL AND SLAB @ 48" O.C. MAX VERIFY WHETHER FOOTING IS LOCATED BENEATH (E) SLAB EDGE. IF NOT, SEE DTL. 6/A2.0 INSULATION IN TF AREA UNDER THE FOOTING IS NOT I ALLOWED. REFER I �. ' IRC SECTION R403 I- - - - - - - - ' - " - " - " - " - - - " - " � (E) DECK R49 MIN. CLOSED CELL FOAM (R7/INCH) INSULATION GWB CEILING -FURR DOWN � � w2 � � FROM STRUCTURE AS � � � w2 � � REQUIRED 3'-O" 3'-0" R21 MIN. INSULATION W/IN � NEW 2X6 FRAMED WALL. BASEBOARD -MATCH (E) I \I � RESIDENCE M I I I I I �; �•��;��yr�y�� �!�r�kk i I I I ��rr��rr� !��rkk �rr��rr��rr��rr��rr��rr��rr��rr��rr��rr� rr 4 ,�r�r�r�r`�r ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�. .�i�i�r�r�r�r�i�i�rir, ����i.��ii::rriri:�i.��,,� .��ii��i���� j WALL DETAIL SAWCUT &REPLACE SLAB AS REQUIRED W/ 4" NON-STRUCTURAL SLAB ON GRADE W/ 6X6 WWF W2.1xW2.1 CENTERED IN THE SLAB PROVIDE 28" #4 DOWELS WITH 4" EMBED INTO (E) FOOTING AT 18" OC AT SLAB PERIMETER. -----NEW FINISH FLOOR -ALIGN W/ (E) �10 RIGID INSULATION DEMO (E) SLAB AT INTERIOR OF CARPORT. �E-POUR NEW SLAB IN PLACE. 3 MIL WATER BARRIER R21 MIN. CLOSED CELL FOAM -IN -PLACE INSULATION W/IN (E) 2X4 @ 16" O.C. FRAMED WALL. PROVIDE LIQUID APPLIED WATER BARRIER TO BACK -SIDE OF (E) SHEATHING. SECTION /INTERIOR ELEVATION SCALE: 3/8" = 1' II a J L ' >7'-6" � ' � EXTERIOR ELEVATION �V WZ ZW =Q V- ~W _� Project No. 11699 REGISTERED \ ARCHITECT �Iw'h" c BLA E BETHARDS STATE OF WASHINGTON 2021.01 Revisions �1 PERMIT RESUBMITTAL Notes RESUB Dec 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revisions Project North Scale 3/8"=1'-0" EXTERIOR ELEVATION &SECTIONS A2.0 SCALE: 3/8" = 1' BETHARDS ARCHITECTURE +DESIGN ©2021