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APPROVED PLN BLD BLD2021-0661+Architectural_Plans+5.12.2021_11.30.29_AM+2192583NAIL TO EXISTING TRUSSES PERPENDICULAR TO WALL or ADD BLOCKING AT CONDITIONS WHERE ADDED WALL IS PARALLEL TO EXISTING TRUSSES. 2856 REGISTERED \l ARCHITECT JOHN G. NASON ATE OF WASHINGTON NEW WALLS ARE INFILLED BETWEEN EXISTING ROOF SUPPORT POSTS. 2x6 STUDS at 16" or 24" O/C w/ R-21 BATT INSULATION. AND 1/2" or 5/8" GWB INTERIOR SIDING OVER CONTINUOUS RIGID FOAM INSULATION NEW EXTERI A T CARPOR SCALE: NTS ARE TRUSS CLIPS MAY BE EXISTING DECK ABOVE T�< REQUIRED IF DEFLECTION EXPECTED. � TYPICAL INTERIOR WALLS: EGRESS EGRESS 2x4 SOLIDS at 16O�C,---� w/ 1/2' GWB INTERI R2x4 BOTTOM PLATEINSTALL OR U GRAD _ ATTIC INSULA ON T R-49 I I I I I I I I I o NEW RAISED FLOOR c » I I I I 3 4 T&G PLY. SUBFLOOR o N 0 R 2x6 DF#2 JOISTS at 16" O.C. p + I I I I Q ON 2x4 PONY WALLS at 5'+/- 0/C � B D R M 4 (D) � J � SECURED NEW RAISED FLOOR w z TO EXISTING SLAB w/ 1 i 'i i 'i ©Q " �' RAWL 1/4"x 1-1/2" DRIVE-INS Type N S 1 \ ' ' ' ' K ITCH E N 3/4 T&G PLY. SUBFLOOR o � \ V (n J CO I I I I 0 ER 2x6 DF#2 JOISTS at 16 0. . � ,L THRU A21, ML24 CLIPS or BC60 s • \ I I I 1 ON 2x4 PONY WALLS 9� 5'+/- O C 0 3 at 5 +/- 0/C. AT SLAB 0 EXISTING . C LREAD / SURE General Notes 6 MILBLACK POLY V.B.INV LI INGROOMU U U�I1,'� DINING 'I I 'I I0_o O o o 0 0 o I ice- I I I� 0 0 0 0c N / ; � ��/ 1 _______ APPROVED BY PLANNING _ EII�dDlldd B D R M 3 C) ' ,,' \` / SULATED TO MI w 1 i 'i i i \ / _ - - - - Type N S 1 I I I _1 _------- 9-" - � ILL ---- LD.- D CHANGES ON - \ 1 (_ Jun 07 2021 B AS BEARING NO VENTING REQUIRED IF SPACE FILLED WITH 1 I I I / EXIT PATH FROM INTERIOR STS! INSULATION. I / TO EXTERIOR WALK. TYPICAL NEW FLOOR CTYP )------- 2 and INTERIOR WALLS I I ' I. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE INCLUDING DIMENSIONS AND SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE, AS WELL AS ALL OTHER GOVERNING CITY, COUNTY AND STATE BUILDING CODES AS REQUIRED. 3. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 4. IF THE CONTRACTOR IS AWARE OF ANY DISCREPANCY BETWEEN THE WORK AS SHOWN AND REQUIREMENTS OF CODES AND GOVEIR NING AGENCIES, NOTIFY THE ARCHITECT AND AWAIT HIS DIRECTION. 5. ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM ELECTRICAL CODE. fo. MECHANICAL WORK SHALL CONFOF41 TO THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. 1. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION SECURE AND CLEAR OF DIRT AND DEBRIS. 8. THE CONTRACTOR SHALL SCHEDULE WORK, AS MUCH AS POSSIBLE, TO AVOID INCONVENIENCES OF EXISTING NEIGHBORHOOD PROPERTY OWNERS. 9. DIMENSION ON DRAWINGS ARE TAKEN TO FACE OF MASONRY AND/OR CONCRETE WALLS, TO FACE OR CENTERLINE OF 5TUD PARTITIONS, PLEASE REFER TO PLANS. 10. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. ENERGY CODE NOTE: SCALE: NTS \ I I I _ -r' LOCAL EXHAUST FANS SHALL BE PROVIDED IN 1 i I EACH KITCHEN, BATHROOM, WATER CLOSET, - ' ARIFYi FIT bF �� ' LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, jENTRY;DOOIS/ 6R I AND OTHER ROOMS WHERE WATER VAPOR OR PSE ONLY Y,, i COOKING ODOR IS PRODUCED. IRC 1507.4 'I \ $INGLE! DPR'�! _ _ � - - -'I_ _ • \ y �� �� S1D R OF LINE 1 BOVE. 11, THE CONTRACTOR SHALL PROVIDE ALL SHORING, BARRICADING w \\ 'i ��, / �'1-I11 I I� i EXISTING AND BRACING NECESSARY TO ENSURE THE STRUCTURAL ABILITY OF THE B D R M 2 B I I \ 1 U, SCOPE 0 F WORK PROJECT, AND THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ``I �\ ) , / 1 ' 'i II \ i 'i i B D R M 5 E wvillill I III /� I \ I I ( ) ENTER THE PROPERTY DURING CONSTRUCTION. 1 I I I I 1 ype \� X ISTINGType N S 1 wAREA OF PROPOSED 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS ;REQUIRED BY CODE. , �i I �' I''iCARPORT ENCLOSURE I 14 -6 13. THE CONTRACTOR SHALL COORDINATE SECURING OF REQUIRED S.D. D• 'I / fH I S ADD D '� , B T H 1 i FOR A D D TI O N A L CARE PERMITS AND APPROVALS WITH OWNER fI AL UNDER I ROOMS. 14. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED I -XIS I N G N TR Y I I I I'I F U R R WALL FOREASE ON PLANS. 1 'I / bVE HAN ! 'I I 'I NO OTHER WORK TO /I I I I MAYBE FOR 15. ALL CHANGES IN PLANS AND FIELD MODIFICATIONS SHALL BE i ► '� 11 I $'-41 PLUMBING EXISTING BUILDING PROPOSED. APPROVED BY THE LOCAL JURISDICTION. 1 I I I 1 I 16. THE CONTRACTOR SHALL VERIFY ROUGH -OPENING REQUIREMENTS FOR ALL FIXTURES AND EQUIPMENT PRIOR TO INSTALLATION. BATH A(C IS.�1D I I I I EXISTING WINDOW 11. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING AS REQUIRED I ', I I = 1 MIGHT B BATH'1 ACCESS? ' ' I o ', �' OR REMOVED AND FILLED IN 1 i i GRAB BARS IN BATHROOM 18. ALL NEW EXTERIOR WALLS TO BE 2 x 6 STUD WALLS, UNLESS I I OTHERWISE NOTED. INSULATED AS CALLED OUT ' I i L0 'i - ' BATH I - MUST COMPLY WITH R330.8 1 / ', I 1 1 -I - �� - - _10-S. I I TOILET GRAB BARS ON BOTH SIDES PER R330.8.3 / I I I I I T D�C'MD 130 _ g�_11" 1 SHOWER STALLS SHANLL HAVE TWO VERTICAL 19. NO DEVIATIONS FROM OR CHANGES TO THE STRUCTURAL SYSTEM 1 , wl 1 , SHALL BE MADE WITHOUT APPROVAL OF ARCHITECT /30IF 'I 1 �' '1 < - - - - 2 AND HORIZONTAL GRAB BARS ON ALL(?) SIDES 'i I CU -1 'i �� OF SHOWER ACCORDING TO R330.8.5 20. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GUIDE. VERIFY ON -SITE 1 1 I I 1 � 1 1 \ r V,4FCR BARRIER, GROUND C0V3=R � L I i J 3° \w 1 S.D. II\� 1 I w 1 • • 1 XISTING 4x6 POSTS 21. VAPOR BARRIER SHALL BE THE PVA PAINT AND (D Tand G PLYWOOD SUBFLOOR OVER THE CRAWLSPACE. ``I I Q S. • S.D. L AVE AS ROOF SUPPORTS. 22. MINIMUM 6 MIL BLACK POLYETHYLENE GROUND COVER AT ALL CRAWL I FL OR OF CARPORT WILL BE SPACES. EXTEND UP FOUNDATION PAST GRADE. LAP AND TAPE JOINTS, B D R M 1(A) j CD �100 0 9'-$" 1 RAI D TO LEVEL OF HOUSE 1 1 `� CD l N � APP OX. 19 WITH FRAMED T e S 1 1 W I L o; �' I N SU L TED FLOOR. ENERGY CODE COMPLIANCE TO BE PER PRESCRIPTIVE QUIDELINES: 2018 WSEC ALL ZONES (BASE Table R402.1.1) Table R402.1.1 BASE CONDITIONS: FENESTRATION U-FACTOR: 0.30 (UPDATED PER OPTION 1.1 TO U= 0.24) SHED CEILINGS R-38 IN VAULTED RAFTERS. (FOOTNOTE e) WOOD FRAMED WALLS TO BE INSULATED TO R-21 int. (U= 0.056) "I t " INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS yp ► w I � I BEDRM 6(F)w NW I I 1 I I I I I I 1 ; 1 ► I 1 1 I I I 1 1. SLEEPING ROOM CLASSIFICATION PER R330.3 n Type NS1 - ONE MEANS OF EGRESS AT GRADE LEVEL DESCRIBED IN SECTION 103.2.2 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78% OF WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. UNDERFLOOR INSULATED TO R-30. (U= 0.029) BELOW GRADE GRADE 10/15/21 int +TB (U= 0.042) NONE THIS SUBMITTAL!! SLAB R-VALUE AND DEPTH 10, 2 ft OTHER NOTES: VAPOR BARRIER TO BE PVA PAINT AT INTERIOR. MINIMUM FRESH AIR VENTILATION REQUIREMENTS HANDLED WITH MOTION CONTROLLED BATH EXHAUST FANS. WINDOWS = 92 S.F. ADDITION FLOOR AREA = 519 S.F. % GLAZING = 17.7 % GLAZING SMALL DWELLING UNIT: 3 CREDITS DWELLING UNITS LESS THAN 1,500 S.F. IN CONDITIONED FLOOR AREA WITH LESS THAN 300 S.F. OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING THAT ARE GREATER THAN 500 S.F. OF HEATED FLOOR AREA ENERGY CREDITS UPGRADE REQUIRED: 3.0 CREDITS THIS SUBMITTAL: OPTION 1.4 (1.0 pt.) EFFICIENT BUILDING ENVELOPE.. WINDOWS U= 0.25 WALLA PLUS R-4 CONTINOUS ON EXTERIOR (RIGID CLOSED CELL FOAM) OPTION 3.6 2.0 t. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS DUCTLESS SPLIT SYSTEM HEAT PUMP WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE LEAVENAS4ROO OSUPPIORTS. VIA RAMP CONSTRUCTRED COMPIANT WITH R330.9 EXITING AT GRADE (ENTRY WALK LEADING TO PARKING AND/OR PUBLIC STREET! ) 2. UPPER FLOOR IS ADULT FAMILY HOME USE ONLY (AND A CAREGIVER) 3. BASMENT IS ONLY ONWER RESIDENT) 4. ALL BEDROOM WINDOWS HAVE SILL HEIGHT AT 44" OR LESS (40.5") 0 z � 0 � ON -SITE CAREGIVER EGRESS ^I 4,-52" CARPORT CONVERSION at ADDITION FLOOR AREA: 519 S.F. NOTICE OF DUN OF COOPERATION VENTING NOTES: 50 CFM 50 CFM FAN w/ METAL DUCTWORK FAN DIRECT TO EXTERIOR (with WEATHER DAMPER) (USE BATH FANS THAT HAVE MOTION OR HUMIDITY AUTOMATIC OVERRIDE FUNCTIONS) DOOR HARDWARE NOTES: ALL NEW DOORS IN ACCESSIBLE ROUTE TO HAVE LEVER HANDLES AND PROVIDE MIN. 32" CLEAR PASSAGE SANITARY AND SIDE SEWER NOTES: PLUMBING CONTRACTOR RESPONSIBLE TO DETERMINE AND COORDINATE TIE-IN ON SIDE SEWER. 5040 4'-9" 5' 10 -10LYP Type N S1 I I� I' I I I EGRESS N4 1 ---- 71,------------ - 5„ 5040 01 1 -58 5 4 4'-9" 01 2,-8„01 11'-22 24 / EDGE OF CARPORT SLAB EXISTING A-LD HILLS AFH soma: ,1<•-r-o• JOHN G. NASON, ARCHITECT ASSUMES NO LIABILITY FOR THE BUILDING CONSTRUCTED FROM THIS PLAN. RELEASE OF THIS PLAN CONTEMPLATES FURTHER COOPERATION AMONG THE OWNER, THE CONTRACTOR AND THE ARCHITECT. DESIGN AND CONSTRUCTION ARE COMPLEX. ALTHOUGH THE ARCHITECT AND HIS CONSULTANTS PERFORMED THEIR SERVICES WITH DUE CARE AND DILIGENCE, THEY CANNOT GUARANTEE PERFECTION. COMMUNICATION IS IMPERFECT AND EVERY CONTINGENCY CANNOT BE ANTICIPATED. ANY AMBIGUITY OR DISCREPANDY DISCOVERED BY THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. FAILURE TO NOTIFY THE ARCHITECT COMPOUNDS MISUNDERSTANDING AND INCREACES CONSTRUCTION COSTS. A FAILURE TO COOPERATE BY A NOTICE TO THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILTY FOR ALL CONSEQUENCES, CHANGES MADE FROM THE PLANS WITHOUT CONSENT OF THE ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. ONLY QUALIFIED ARCHITECT, DESIGNER, CONTRACTOR OR STRUCTURAL ENGINEER SHOULD ATTEMPT TO MODIFY ANY PORTION OF THIS DESIGN. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. • SMOKE DETECTOR and CARBON MONOXIDE DETECTOR COMBINED UNIT, S.D. CMD WITH PRIMARY SOURCE OF POWER FROM BUILDING AND WITHOUT DISCONNECTING SWITCH. BATTERY BACK-UP WITH LOW POWER SIGNAL INTERCONNECTED. (S.D./CMD ONE PER FLOOR AND IN ROOMS HEATED WITH GAS FIRED SOURCE. ts SMOKE DETECTOR UNIT, WITH PRIMARY SOURCE OF POWER FROM BUILDING AND WITHOUT DISCONNECTING SWITCH. BATTERY BACK-UP WITH LOW POWER SIGNAL INTERCONNECTED. NOTE: TIE-IN ADDED SMOKE DETECTORS TO EXISTING SMOKE DETECTOR SYSTEM... BUT IF EXISTING IS NOT ADEQUATE ALL MUST BE UPGRADED. CONFIRM DURING CONSTRICTION. RECEIVED May 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES BLD2021-0661 DEPARTMENT JOHN G. NASON ARCHITECT 26312 166th. PL. S.E. Mailing: P.O.BOX 7385 COVINGTON, WA 98042 206.478.6191 Mobile COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR SINGLE USE PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF ARCHITECT, JOHN G. NASON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. LIABILITY LIMIT NOTICE NOTICE: DRAWING PACKAGE PREPARED FOR PERMITTING REVIEW ONLY. ARCHITECT NOT RESPONSIBLE FOR CONSTRUCTION ACTIVITIES UNLESS RETAINED FOR FULL INSPECTION SERVICES. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. 0 0 Q _ O CV < 06 U J Q Q =ate _moo Q N Z w�o �:2 w4W ADULT CARE ADDING RMS 6&7 in CARPORT PROJECT NO. : EMERALD DESIGN : JGN DRAWN : JGN ISSUE DATE LATEST REV. : 5/7/2021