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REV1 APPROVED BLD2024-0321+Architectural_Plan+7.5.2024_10.51.21_AM+4359696F-1 A1515KEVIATION5 AB ANCHOR BOLT HT HEIGHT AGGR AGGREGATE HVAC HEATING, VENTILATION ALT ALTERNATE � AIR CONDITIONING APPROX APPROXIMATE ID INSIDE DIAMETER ARCH ARCHITECTURAL INSUL INSULATION BD BOARD INT INTERIOR BLDG BUILDING JNT JOINT BILK BLOCK JST JOIST BLKG BLOCKING LFA LOAD FROM ABOVE BM BEAM MAX MAXIMUM DOT BOTTOM MFR MANUFACTURER BTWN BETWEEN MIN MINIMUM CJ CONTROL JOINT MISC MISCELLANEOUS CLR CLEAR MO MASONRY OPENING CMU CONCRETE MASONRY MTL METAL UNIT NO NUMBER COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OVERHEAD CONT CONTINUOUS OPG OPENING DEG DEGREE OPP OPPOSITE DET DETAIL PCT PRE -CAST DTL DETAIL PL PROPERTY LINE DIAG DIAGONAL PLYWD PLYWOOD DIA DIAMETER PLY PLYWOOD 0 DIAMETER KID ROOF DRAIN DN DOWN RE: REFER TO ... DWG DRAWING REINF REINFORCED (E) EXISTING READ REQUIRED EA EACH KM ROOM EJ EXPANSION JOINT RO ROUGH OPENING EIFS EXTERIOR INSULATION SCHED SCHEDULE * FINISH SYSTEM SECT SECTION EL ELEVATION SF SQUARE FOOT ELEV ELEVATION SHT SHEET EQUIP EQUIPMENT SIM SIMILAR EW EACH WAY SPEC SPECIFICATION EXF EXPANSION SQ SQUARE EXT EXTERIOR SS STAINLESS STEEL FD FLOOR DRAIN STAGG STAGGERED FDN FOUNDATION STD STANDARD FF FINISH FLOOR STIFF STIFFENER FIN FINISH STL STEEL FLR FLOOR STRUC STRUCTURAL FND FOUNDATION TR TREAD FOB FACE OF BRICK TSB TOP * BOTTOM FOC FACE OF CONCRETE TAG TONGUE * GROOVE FS FULL SIZE THK THICK FT FOOT OR FEET T/ TOP OF FTG FOOTING TYP TYPICAL FUPIP, FURRING LINO UNLESS NOTED GA GAUGE OTHERWISE GALV GALVANIZED VER VERIFY GR GRADE VERT VERTICAL GYP GYPSUM W/ WITH GYP BD GYPSUM BOARD W/O WITHOUT GWB GYPSUM WALL BOARD (L CENTERLINE PLATE Parcel Garage Conversion 8918 218th St SW, Edmonds, WA 98026 DI50RIMER: THESE GENERAL NOTES ARE NOT NECESSARILY PROJECT SPECIFIC, AND SOME NOTES MAY NOT APPLY TO EACH PROJECT. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) AND/OR ANY APPLICABLE COUNTY OR LOCAL JURISDICTION. (IBC, IMC, WSEC, UPC) THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. OWNER/CONTRACTOK SHALL VERIFY WITH LOCAL BLDG. DEFT WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THIS PLAN IS DESIGNED TO MEET THE CURRENTLY ADOPTED WASHINGTON STATE ENERGY CODE (2018). INFILTRATION: THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTKIFPED, OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM, OR SOLID MATERIAL. • ALL JOINTS, SEAMS, AND PENETRATIONS • SITE BUILT WINDOWS, DOORS, AND SKYLIGHTS • OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING • UTILITY PENETRATIONS • DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE • KNEE WALLS • WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACES • BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS • COMMON WALLS BETWEEN DWELLING UNITS • OTHER SOURCES OF INFILTRATION GLAZING f- EGRESS: DOOR/WINDOW TAG: 5GG8 = WIDTH FEET/INCHES X OPENING HEIGHT FEET/INCHES EXAMPLE: 5GG8 IS 5'-G" WIDE x 0-8" TALL BASEMENTS AND EVERY SLEEPING ROOM TO HAVE MIN. WINDOW OPENING OF 5.7 SQ. FT. WITH A MIN. WIDTH OF 20" AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FIN. FLR. WINDOWS SHALL HAVE TEMPERED GLAZING IF ANY SINGLE PANE OF GLASS LARGER THAN 9 SQUARE FEET, IF WITHIN 24" OF ANY DOOR (REGARDLESS OF WALL PLANE), IF THE BOTTOM EDGE IS LESS THAN 1 8" ABOVE THE FINISHED FLOOR FLOOR OR WALKING, OR IS LOCATED WITHIN 3G" FROM A WALKING SURFACE. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WEATHERSTRIPPING. PROVIDE 1/2" DEAD BOLT LOCKS ON ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10' (VERTICAL) OF GRADE. PROVIDE PEEPHOLE 54-GG" ABOVE FIN. FLR. ON EXTERIOR ENTRY DOORS. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, * SHOWERS, AND IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS, WHERE BOTTOM EDGE OF GLAZING IS LESS THAN GO" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, TO BE TEMPERED GLAZING. ALARMS t ELECTRICAL: SMOKE DETECTORS SHALL BE INSTALLED IN EA. SLEEPING ROOM, OUTSIDE THE IMMEDIATE VICINITY OF EACH SLEEPING AREA, AND ON EACH STORY OF THE DWELLING. ALL DETECTORS SHALL BE HARDWIRED INTO BUILDING POWER SUPPLY W/BATTERY BACKUP AND BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, EXTERIOR LOCATIONS, ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING NOT TO AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE EXCEED 25. A SMOKE -DEVELOPED INDEX NOT TO EXCEED 450, WHEN TESTED (N.E.C.) REQUIREMENTS. IN ACCORDANCE WITH ASTM E 64, AND CRITICAL RADIANT FLUX NOT LESS THAN 0. 12 WATTS PER SQUARE CENTIMETER. WHOLE HOUSE VENTILATION TO BE MET PER IRC SECTION M 1 505.4.3 * IRC TABLE M 1 505.4.3(I ): DWELLING AREA < 1 ,500; BEDROOMS 0- 1; RATE INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES AND ATTICS TO THE REQUIREMENT 30 CFM. EQUIVALENT RATING OF THE WALL, FLOOR, OR CEILING THROUGH WHICH THEY PENETRATE. VENTILATION NOTES: ROOF (VAULTED CEILING) R-38 ROOF (FLAT CEILING) R-49 EXTERIOR WALLS R-2 1 INSULATION UNDERFLOOR INSULATION R-30 WALLS BELOW GRADE (INTERIOR) K-2 1 WALLS BELOW GRADE (EXTERIOR) R-1 0 SLAB EDGES @ HEATED AREAS R-1 0 AIR DUCT (AT UNHEATED AREA) R-8 MAXIMUM GLAZING AREA NO LIMIT GLAZING U-FACTOR (VERTICAL) U=0.30 GLAZING U-FACTOR (OVERHEAD) U=0.50 LAZING/ DOORS/ELEC DOOR U-FACTOR (DOORS W/MORE THAN 50% GLAZING SHALL BE CONSIDERED A WINDOW) U=0.20 FURNACE PERFORMANCE 60% EFF. RECESSED LIGHTING FIXTURES IC RATED 3.4 DUCTLESS SPLIT SYSTEM, ZONAL 0.5 CONTROL. MIN HSPF OF 10 CREDITS 4 ELECTRIC RESISTANCE WITH DUCTLESS 1.5 HEAT PUMP CREDITS TOTAL CREDITS: 2.0 CREDITS PROVIDE POSITIVE VENTILATION AT EACH END OF RAFTER SPACE AT VAULTED CEILING AREAS, AND INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS. RAFTER VENTILATION IS ALSO REQUIRED AT BLOCKING LOCATIONS ABOVE THE PLATE. PROVIDE I SQ. FT. OF ROOF VENTILATION FOR EVERY 150 SQ. FT. OF LIVING AREA. PROVIDE I SQ. FT. OF CRAWL SPACE VENTILATION FOR EVERY 150 SQ. FT. OF LIVING AREA. JOISTS * TRUSSES: ROOF AND FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. THE TRUSS AND JOIST MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY (CRUSHING) WITH THE PLATE MATERIAL. TYPICALLY, COMPOSITE BEAMS SHALL BE FULLY BEARING ON 2x_ WALLS. I.E. BREAK RIM OR BLOCKING TO ALLOW FULL BEARING OVER PLATES. SHEATHING: DIRECTION OF ALL OSB SHEETS PERPENDICULAR TO JOIST DIRECTION. EXPOSED FRAMING SHALL BE PRESSURE TREATED (PT) VERTICAL HORIZONTAL FRAMING AT WATERPROOFED WALKWAYS AND PRIVATE DECKS. ALL EXPOSED BEAM HANGERS SHALL BE POST HOT -DIPPED GALVANIZED AND HAVE CONCEALED FLANGES. PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT (SUCH AS TOWEL BARS, GRAB BARS, TOILET PAPER HOLDERS, DOOR STOPS, ETC.) ALL CONNECTORS ARE TO BE 51MF50N STRONG TIE PRODUCTS , UNLESS NOTED OTHERWISE. HANDGRIP SECTION NOTES: TYPE I - CIRCULAR OUTSIDE DIAMETER BETWEEN 1 1/4" AND 2" TYPE I - NON -CIRCULAR PERIMETER DIMENSION BETWEEN 4" AND G 1/4" CROSS SECTION DIMENSION MAX. 2 1/4" EDGES SHALL HAVE RADIUS MIN. 0.0 1 " TYPE 2 - PERIMETER GREATER THAN G 1/4" GRASPABLE FINGER RECESS AREA BOTH SIDES OF PROFILE TO BEGIN WIN 3/4" MEASURED VERTICALLY FROM THE TALLEST PART OF THE PROFILE TO ACHIEVE A DEPTH MIN. 5/ 1 G" WIN 7/8" BELOW THE WIDEST PART OF THE PROFILE TO CONTINUE MIN. 3/8" TO A LEVEL MIN. 1 3/4" BELOW THE TALLEST PART OF THE PROFILE WIDTH OF THE HANDRAIL ABOVE THE RECESS BETWEEN 1 1/4" AND 2 3/4" EDGES SHALL HAVE RADIUS MIN. 0.01" SYMBOL LEGEND X BUILDING DETAIL # # SECTION SHEET # REFERENCE # DETAIL DETAIL # # REFERENCE SHEET # SHEET INDEX 5HEET 5HEET CONTENTS C5 COVER SHEET AO.0 ENERGY CALCULATIONS AO. I 51TE PLAN A I .0 A5-13UILT BUILDING ELEVATIONS A I . I PROP05ED BUILDING ELEVATIONS A2.0 A5-BU I LT FLOOR PLAN A2. I PROPOSED FLOOR PLAN A3.0 OVERALL ROOF PLAN A3. I DETAILS * SCHEDULES 51 . 1 STRUCTURAL NOTES 51.2 TYPICAL NOTES if DETAILS 51.3 TYPICAL NOTES * DETAILS 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 53.1 FIRST LEVEL SHEAR PLAN 54.1 FOUNDATION DETAILS 54.2 ROOF FRAMING DETAILS TOTAL NUMBER OF SHEETS 17 PROJECT LOCATION Z 0 Q> Bell St a 4 60� -IiAaln.St � aple way s = Maple St w 'Yost Park N Alder St I I ,nut St Walnut St �'/�a/7 Cedar St a v e St Spruce St PO �,3ggdl� NI 214th PI SW ry u wtlotn way iSt� I 3 2150St SW Pine St t 216th St SW 216th St SW 217th St SW c 217t St SW:E l l 3 � 't g Dropped pin L � I Place Middle g j SO-1 g I 208th St SW g I S < 210th St < g i � r -—F-2,2thstsw— Edmonds Woodwayl If High School I 215th St SW D 216th St SW f Swedish 216th St Medical Cemer Edmonds 218th St SW I / — =22ahStsW---- --� _ —-zxanstsw-; — -- Westgate I `p Elementary Scholl 7 �0 I D o ,o 222nd St SW 222nd St SW I Birch St -Z w > a se w � > =224th 1 a 224th St SW v 224th St rn 224th Stl SW St SW N r N> �C w D > > a 'Sth St SW I F D 226th St SW Fmm�,vxll °� Esperalnce s}S PIS`N ' 9=2MthStSWa —, �2 hStSW--- .StSw— 22M �I a / OLYMPIC HILLS DRAFTING C� DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N w o N to w 01- ,4 O VICINITY MAP nnL �lJ -�' > O M PROJECT INFORMATION � p � `� � CLIENT: Tylee * James Pardi U s Q CONTACT: tayleerobin5on@gmail.com 51TE 89 18 2 18th St 5W ADDRE55: Edmonds, WA 98026 CV O 0 PARCEL #: (� U QD m E FLOOR AREAS: _ CO - 1 5t FLOOR: (E)20G7 5Q FT, (N) 246G 5Q FT —� LLJ GARAGE: (E)718 5Q FT, (N) 299 5Q 5T L TOTAL: 2785 5Q FT (NO CHANGE TO BUILDING FOOTPRINT) D_ LOT SIZE: 13,OG8 5Q FT ZONING: R5-8 MIN LOT AREA 8,000 5Q FT UNITS PER ACRE 5.5 MIN. LOT WIDTH 70 FT STREET 5ET13ACK 25 FT SIDE SETBACK 7.5 FT REAR SETBACK 15 FT MAX. HEIGHT 25 FT MAX. LOT 35% COVERAGE Proiect Description: The project 15 an existing 1-story residence. Addition con5i5t5 of using 4 19 5c( ft of an existing 7 1 8 5,5[ ft of the attached two car garage into livable space. The the remaining space will be utilized for one -car garage. DISCLAIMER: CONTRACTOR IS TO VERIFY ALL SITE CONDITIONS AND ADAPT DESIGN PLANS AS NECESSARY. ANY RESPONSIBILITY OF OLYMPIC HILLS DRAFTING * DESIGN, LLC FOR ANY DAMAGES RELATING TO THE ACCURACY AND INTEGRITY OF THESE PLANS SHALL BE LIMITED TO THE AMOUNT OF FEE CHARGED. IF ANY DISCREPANCY BETWEEN THESE PLANS AND THE SITE CONDITIONS DIFFERS, IT IS RECOMMENDED THAT WORK BE STOPPED AND THE DESIGNER BE CONSULTED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800-424-5555 A MINIMUM OF 48 HRS. PRIOR TO ANY EXCAVATION. CALL BEFOKE YOU DIG (600) 424-5555 Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 7/5/2024 Job Number: 24-006 Sheet Number: CS 1 of 9 F-1 8918 218TH ST SW, EDMONDS, WA 98026 (E) WATER METER (E) SEPTIC 422 \ (E) DS TO (E) TIGHTLINE (E) ROCKERY TO REMAIN GRADE VARIES (E) DS TO (E) TIGHTLINE c, u7 (E) CONCRETE PATIO — 133 SF 424' 426' 218TH ST SW -- 78' ----- — ,� 428' LO a ° (E) CONCRETE PATIO & WALKWAYS 789 SF E DS TO E TIGHTLINE (E)RESIDENCE w w 2067 SF � (N) DDITI N � SE b (E) TTAC ED A 2 o9 SQ FT 11.0 .: M In ° 422' 424' 426'428'430' SITE PLAN 0 a PARCEL NO: 00380300100500 A (N)ADDITION TO CONVERT � EXISTING GARAGE �— (E)COVERED PORCH 48 SF GRAVEL PATHWAY &WALKWAY � 227 SF � (E) DS TO (E) TIGHTLINE I 430' (RASH CAN ENCLOSURE � 64 SF (E) DS TO (E) TIGHTLINE � (E) CONCRETE PATIO � 36 SF (E) STONE PAVERS 432' V(E)PROPERTY LINE FENCE I I I I PROPERTY DESCRIPTION SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NW AURORA HEIGHTS DIVISION #3 SP 260(8-81) DRAINAGE PLANS UNCHANGED FROM EXISTING CONDITION (E) DS TO TIGHTLINE SYSTEM CALL BEFORE YOU DIG (800) 424-5555 SITE PLAN DISCLAIMER: DO NOT SCALE. SITE CONTOUR INFO PROVIDED BY CITY OF EDMONDS. NOT INTENDED TO BE USED IN PLACE OF A SURVEY. THIS PLAN WAS CREATED FROM SATELLITE IMAGERY AND IS TO BE USED FOR REPRESENTATION ONLY. ALL CONTOURS AND BUILDINGS SHOWN ARE REPRESENTATIVE ONLY AND NO STRUCTURES OR PAVED AREAS SHALL BE CONSTRUCTED BASED SOLELY ON THIS PLAN. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE. / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N LU CD LO ti (10 z 0 w z � w a > U) W w 0 O L (S) 6� Q -� CV75 a� CO w 75 D— PROJECT INFORMATION EXISTING COVERAGE: EXISTING RESIDENCE FOOTPRINT: 2067 EXISTING ATTACHED GARAGE: 718 EXISTING COVERED PATIO: 48 EXISTING CONCRETE PATIO: 169 EXISTING DRIVEWAY & WALKWAY: 789 EXISTING GRAVEL WALKWAY: 227 TRASHCAN ENCLOSURE: 64 TOTAL EXISTING: 4082 Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 7/5/2024 PROPOSED NEW COVERAGE: ADDITION: 419 EXISTING ATTACHED GARAGE: —419 TOTAL NEW: 0 LOT AREA: 0.3 ACRE OR 13068 SF TOTAL IMPERVIOUS AREA: 4082 SO FT (32.2% 1" = 15' ON 24x36 1" = 30' ON 11x17 1 Job Number: 24-006 Sheet Number: A0.1 3 of 9 F-1 / OLYMPIC HILLS DRAFTING DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N W O N LO FASCIA W/ LINE GUTTER z 0 TOP Of GARAGE WALL = MATCH (E)LU z � 0 w LAP SIDING > U) � a w Q I- � CORNER TRIM <=LOOP, = 0'-0" EA5T A5—BUILT ELEVATION 31b"=11-011 O_ O > (� O c6 SLOPE TO BE VERI PI ED LL O ct� � � EXISTING DECORATIVE VENT N EI ELD (E) ASPHALT ROOEI NG U Q U (E)CH I M N EY TO DE REMOVED N CD C6 75 p —N 6� E 4: 12 (E) FASCIA W/ _I 2 12_ 3 3 Q— K—LINE GUTTER _I 2 Q TOP OF GARAGE WALL = MATC (E) LAP (E) P.1 (E) CORI\ FLOOR = C. SOUTH A5—BUILT ELEVATION 3/6"=1 '-0" AS -BUILT NOTES CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EXISTING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 7/5/2024 Job Number: 24-006 Sheet Number: A1.0 4 of 9 F-1 (E) FASCIA W/ K-LINE GUTTER TOP Of GARAGE WALL = MATC (E) LAP (E) P.I (E) CORf FLOOR = C. .. ;TOR, ► FASCIA W/ LINE GUTTER TOP Of GARAGE WALL = MATCH (E) A/I N DOW H DR = G'-8" '--ADJU5T A5 NEEDED FOR] =NING TRIM, MATCH STRUCTURAL HDR OR PROVIDE 5/4x4 M / OLYMPIC HILLS DRAFTING DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 CORNER TRIM z 0 LAP 51DINGLn w W FLOOR = O'-O" z � PA5T PROP05ED ELEVATION SOUTH PROP05ED ELEVATION 3/8"=1 '-0" w Q I- � ELEVATION ALL EFFORT TO INSURE THE ACCURACY OF THESE NOTES PROVIDE CONTINUOUS GUTTERS AND DRAWINGS HAS BEEN TAKEN. HOWEVER, DOWNSPOUTS AT ALL EAVES TYPICAL. LOCATE PER CONTRACTOR IS TO VERIFY ALL NOTES, MATERIALS, OWNER OR CIVIL. DIMENSIONS AND CONDITIONS IN THE FIELD. AS -BUILT NOTES PLUMBING AND VENTILATION PENETRATIONS ARE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING CONTRACTOR IS RESPONSIBLE FOR ALL SHORING NOT SHOWN AND ARE TO BE LOCATED BY THE AND TEMPORARY BEARING WALL PLACEMENT AND AND TEMPORARY BEARING WALL PLACEMENT AND CONTRACTOR AND TO CONFORM TO IRC SECTION O CONSTRUCTION. CONSTRUCTION. P3102. — O CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL ALL EXTERIOR JOINTS AND PENETRATIONS ARE TO ALL LIGHT BLOCKS ON FACADE ARE TO BE FURRED C6 REMOVED WALLS AND SLABS IN THE FIELD. BE CAULKED. OUR AN ADDITION I" FROM SIDING. nn> ALL EXISTING INTERIOR WALLS ARE OBSERVED TO PROVIDE SHEET METAL FLASHING AND GUTTERS ARE TO LAP UNDER DRIP EDGE AT GABLE >� 0 BE 2x4 CONSTRUCTION. COUNTERFLASHING AT ALL ROOF PENETRATIONS, ENDS. co CHIMNEYS, AND SKYLIGHTS. ALL EXISTING EXTERIOR WALLS AKE OBSERVEDn TO ALL TRIM WORK IS TO BE INSTALLED PRIOR TO ' \ n BE 2x4 CONSTRUCTION. EXTERIOR BUILDING WRAP TO BE CONTINUOUS SIDING MATERIALS. BUTT SIDING TO TRIM WORK v S Q E WHERE POSSIBLE. LAP ALL HORIZONTAL SEAMS G" AND CAULK. n \ �_ MIN AND ALL VERTICAL SEAMS G"- 1 2" TAPE ALL BUILDING WRAP SEAMS AND TAPE BUILDING WRAP OLYMPIC HILLS DRAFTING * DESIGN TAKES NO N TO FOUNDATION BELOW SILL PLATE. RESPONSIBILITY FOR WATER INTRUSION �,(� � 75 PROTECTION. CONTRACTOR IS TO PROVIDE HOLD ALL SIDING MATERIAL I" OFF OF ROOF AND ADEQUATE FLASHING, CAULKING, AND SEALING. Q 8" MIN OFF OF FINISHED GRADE. 7) E CO -�—� O � GARAGE HEADER HEIGHT TO MATCH EXISTING, HDR 0 n-- SIZE PER STRUCTURAL (L Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 7/5/2024 Job Number: 24-006 Sheet Number: AL I 5 of 9 F-1 c I 29'-8 5/ 1 G" N 2362 23G2 2362 2362 2362 23G2 23G2 2362 23G2 2362 2362 2362 N � N O \ Ln L —_ SOLARIUM 291- 1 " X 91-8" Ln 29G2 31OG2 31OG2 31OG2 29G2 w v 31125 31125 0 1859 47GO 8OG8 G730 G730 C9 -_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ® — — — — — — — — — — — — — — — — — — Qq Ln— BEDROOMLn _ O 1 5'-5" X 91- 1 0" O N N O � 5D 2GG8 N "' LIVING N 37'-5" X 22'-G" I I p C\j HAI I WAY ® o 8'-0" X 1 7'-3" 00 BATHROOM GO 5D U 91-2" X 71-8" N D U F LL o - MATER BATHROOM 9'-2" X9'-2" 30G8 21015 O mo X co I I p m IN INFILL (E) DOOR TO GARAGE—"' ARAGE 2GG8 2GG8 5D EP HD Fir- I (E) CHIMNEY TO BE REMOVED BY OWNER MASTER BEDROOM o m IA— 17'-8" X 1 1 '-3" No N N L LU J N GARAGE D 27'-3" X 25'-8" C� 2GG8 WAI K-I N-0 OSET 51 12G LD — 9'-4" X 3'-5" o I N N WINDOW TO BE REMOVED I I N m C? I I m Ln I GARAGE DOOR TO BE REMOVED — — 18070 — — I 12'-3 I /4" 10, 28'-G 7/8" 10, 57-9 7/8" AS -BUILT FLOOR PLAN 1 /4"=1 '-0" AS -BUILT NOTES CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR 15 TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EX15TING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EX15TING EXTERIOR WALLS ARE OB5ERVED TO BE 2x4 CONSTRUCTION. / OLYMPIC HILLS DRAFTING c� DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N W O N LO w 01- —1 O LL— O O (S) LL-QjC(:)CD �� 73 V G) E /I^ U1 — o QLLJ r(�� V D— Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 7/5/2024 Job Number: 24-006 Sheet Number: A2.0 6 of 9 F-1 L 29'-8 5/ 1 G" 23G2 N 2362 2362 2362 2362 2362 2362 IF 2362 2362 2362 2362 2362 N c N O \ It Ln —_ SOLARIUM 29'- 1 " X 9'-8" Ln 29G2 31OG2 31OG2 31OG2 2962 Uj 31125 31125 1859 L 47GO 8OG8 C G730 G730 ----- 4'-5 /4" 8'-7" 5'-G 3/4" _ Ln --- -- —�I I I Ln----------------------- ,� BEDROOM w _ 1 5'-4" X 1 O'A' N ❑® III III TT III 5D I I III � 2GG8 =__��----�r==-- _ II III II II II N LIVING 1f II u = N I I II 37-5" X 22'-6" HALLWAY o 8'-0" X► 7'-3" 00 BATHROOM I I co I I III III G0 5D 9'-2" X 7'-8" N II D II 27-2 3/8" III III FF==-IF==========17-7 wHLn _ I I 2 -1 " 3'-9 3/4" 8'-0 1 5/ 1 G" 5-2 1 1 / 1 G" I II II II Ln 1' 0 7/8" I I �mr L— — — — — — — — -- 28G8 _ 5'-0" X 8 -0" � MATER BATHROOM 9'-2"X9'-2" oo U 30G8 21015 II N = 2020 N LU 0 NLn I INFILL 2x4 STUD WALL = -' ® w0 EDP, 10'-0"X 10'-7" _ --- Ln I I 2GG8 =--==JL=� 2GG8X= EP —I - CEO —v wt 2060 _ 1 17 o II — INSULATED STEEL SELF -CLOSING I II 7' 3'-1 " 3'-G 1 /4" N co GARAGE WARM WALLS TO BE I I I MASTER 17'-8" BEDROOM X I co GOG8 O rH0= 2xG STUD WALL W/ K-2 I FACED 1 III La!o N U GATT INSULATION OR LATEX N _ N N PAINT WITH 5/6" TYPE-X GWB, = CLOSET FIRE TAPED, MIN. I I J U-jj I <9 2020 N N N CLOSET -1 Go (� OF BEARING STUD WALL TO ALIGN WITH � ROOF PEAK ABOVE, SEE GOG8 � U N 5D O TRUCT FOR BEARING WALL L r � //x� 2GG8 -T ---=a — — — N I 51 1 2 G �p WALK-IN-0 N-0 OSET — '- " '- " N 5D 2GG8 CEILING TO HAVE 1 I9'-4" X 3'-5" Ln CLOSET F— 5/8" TYPE-X GWB, I I I I 6? co N N I FIRE -TAPED MIN I b� 7 L — — — — — — 20G0 O 30x22 ATTIC ACCESS ABOVE LOCATE I I - PER OWNER/CONTRACTOR Ln �, I I I Q0 Ln (N) 3- 1 /2" FLUSH BEAM PER STRUCTURAL EG EI vation I 10070 — II 7-9 1 /4" 1 3'-9 1 /4" 14'-0 5/8" 10'-5 1 /2" 27-9 7/8" 10'-3 1 /2" 57-9 7/8" L-2xG STUDS ATTACHED TO (E)2x4 STUDS @ I G" O.C. LIVING AREA W/ K-2 1 FACED BATT 24G9 SQ FT INSULATION OR LATEX PAINT PROP05ED FLOOR PLAN 17 / OLYMPIC HILLS DRAFTING c� DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 ® - NEW WALL - EXISTING WALL o - - - LU N SD - SMOKE ALARM PER (PC R3 14 p ti CO - CARBON MONOXIDE ALARM PER IRC R,315 Hp - HEAT DETECTOR ALARM PER IRC R3 14 - EXHAUST FAN PER IRC TABLE M 1 505.4.4 Ul) KITCHEN: 100 CFM INTERMITTENT OR 25 O CFM CONTINUOUS c~i� BATH: 50 CFM INTERMITTENT OR 20 CFM > CONTINUOUS LU W.H.F.: 125 CFM WHOLE HOUSE FAN ON 50% RUN TIMER z z LU ALL EFFORT TO INSURE THE ACCURACY OF THESE O DRAWINGS HAS BEEN TAKEN. HOWEVER, CONTRACTOR IS > U) TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. � a CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND > TEMPORARY BEARING WALL PLACEMENT AND —EXISTING HEAT PUMP CONSTRUCTION. WITH HSPF > 10.0 WALL HEIGHT = MATCH EXISTING ALL NEW WALLS ARE TO BE 2xG STUDS @ I G" O.C. AT EXTERIOR AND 2x4 STUDS @ I G" O.C. AT INTERIOR. UNLESS NOTED OTHERWISE BY STRUCTURAL. ALL WINDOW AND DOOR HEADERS ARE TO BE BY STRUCTURAL. All EXTERIOR HEADERS MUST BE 4x SIZES UNI FSS O L (4) SPECIFIED BY STRUCTURAL. > cn 0 ALL WINDOWS WITHIN 1 8" OF FLOOR AND 1 2" OF ANY DOOR ARE TO HAVE TEMPERED OO -N GLASS. O ALL SHOWER AND BATHTUB ENCLOSURES ARE TO BE U s Q GLAZED W/ SAFETY GLASS. �1.! PROVIDE COMBUSTION AIR VENTS W/ SCREENS AND 75 DAMPER FOR FIREPLACES, WOOD STOVES, AND ANY75 APPLIANCE W/ ANY OPEN FLAME. ALL COMBUSTION APPLIANCES WILL BE VENTED DIRECTLY r � V -7 TO THE EXTERIOR. FURNACE FIREBOX AND TANKLE55 WATER M HEATERS SHALL HAVE OUTSIDE COMBUSTION AND ARE O W SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES. L EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS. D— ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, AND GARAGES SHALL BE G.F.I. OR G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. ALL EXTERIOR WALL INTERIOR DRYWALL JOINTS ARE TO BE MUD AND TAPED AND TO HAVE A CLASS I OK I I VAPOR BARRIER. ALL DRYWALL EDGES AT WALL BOTTOM AND WALL TOP ARE TO BE CAULKED BEFORE FINISHING. Drawn: NAB ALL ELECTRICAL BOXES ARE TO BE AIR TIGHT 9R TO HAVE CAULKED/FOAMED WIRE PENETRATIONS AND GASKETED Designed: NAB COVER PLATES. ALL LIGHT FIXTURES ARE TO BE RATED ICAT. Scale: AS SHOWN ALL DRYWALL PENETRATIONS ARE TO BE CAULKED OR Date: 7/5/2024 SPRAY FOAMED CLOSED. ALL FRAMING MATERIAL THAT IS IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED. FOR OPENINGS NOT DIMENSIONED, ASSUME 4" RETURN TO JAMB -SIDE OR CL OF DOOR IS AT CL OF SPACE. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EXISTING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. Job Number: 24-006 Sheet Number: A2.1 7 of 9 F-1 0 m L ---------------------------------------- I II II II m II II 4:12 0 (E) �AVE VENTS. VERIFY PROVIDE ADDITIONAL VENTING AS REQUIRED �. II L / OLYMPIC HILLS DRAFTING c� DESIGN, LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N W O N LO (10 z 0 w ry H z � 0 w > U) w 0 C� a 3: 1 2 (E) GABLE SAVE VENTS. VERIFY — — — — ---1 ----- -- II — — — — OR PROVIDE ADDITIONAL VENTING AS REQUIREDLL L II � I III II II � >c�N� II II I I III � � Co IL— -----I— J I I I EXISTING ROOF SLOPES I I O U Q 1 TO BE VERIFIED IN FIELD I I ctJ c6 I I I I III STRUCTURAL INFO NOTE III VERIFY ALL STRUCTURAL INFORMATION N 5 SISTER 2x RAFTER (E) 2x4 _ I I _ I I III WITH STRUCTURAL PLANS BY OTHERS. PEP, TROUCDTURAL 24"O.C. > V E III STRUCTURAL PLANS ARE TO OVERRIDE III ANY STRUCTURAL INFORMATION ON — co - a 3: 1 2 I 3: 1 2 D I I III THE ARCHITECTURAL PLANS 0 -� LU L_____ J�__ I II I'_I F-------fir--- _ SISTER2xRAFTER ( 2x4_ TOP CHORD TKUS 2x I I I I I ROOF NOTF� CEILING JOISTS@ 2 O.C. PER STRUCTURAL I L _ _ _ _ _ _ _ — I ROOF OVERHANGS ARE TO BE UNCHANGED FROM I r-� — — — — — EXISTING SKYLIGHT Y I II I 11 OWNER/CONTRAC OR I I CEILING TO HAVE I I I CONTRACTOR ROOF ING ERIAL IS TO BE PER OWNER OR LOCATE PER OW R I I I _ _ 5/8" TYPE-X GWB, — -- i FIRE -TAPED MIN i I _ _ _ _ _ = ROOF STRUCTURE IS TO BE (E) PRE - MANUFACTURED TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE Drawn: NAB 30x22 ATTIC ACCESS, SEE SFf UCT _ I I _ I I_ _ ATTIC SHALL HAVE VENTILATION EQUAL TO I SF FOR HEADER OVER OPE INS 3- I/2" FL SH BEAM PER 150 SF OF ATTIC SPACE. VENTILATION SHALL Designed: NAB BE PROTECTED FROM SNOW AND RAIN, AND SHALL PER STR CTURAL I I I BE COVERED WITH A GALVANIZED WIRE SCREEN. Scale: AS SHOWN OPENINGS SHALL BE LOCATED TO PROVIDE CROSS- _ _ _ _ J_ — — _ — _ �� — J I VENTILATION. Date: 7/5/2024 PROVIDE ATTIC ACCESS PANEL WITH A MINIMUM ROUGH OPENING OF 22N30" WITH A TIGHT FITTING, SELF -CLOSING DOOR. DOOR MUST BE BACKED W/ (E) GA E EAVE V TS. VERI INSULATION IF LOCATED ABOVE HEATED SPACE. OR PROVI DITIONAL VERIFY ACCESS LOCATION W/ OWNER. 1 VENTING AS REQUIRED PROVIDE FULL DEPTH VENTED BLOCKING OVER EXTERIOR WALLS AT EACH BAY OVERALL ROOF PLAN 1 /4"=11-0" AS -BUILT NOTFS CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. Job Number: ALL EXISTING INTERIOR WALLS ARE OBSERVED TO 2 4 - O O 6 BE 2x4 CONSTRUCTION. Sheet Number: ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO A3,0 BE 2x4 CONSTRUCTION. 8 of 9 F-1 DOOR 5GHEDULE LABEL aTY FLOOR 51ZE R/O DESCRIPTION COMMENTS 10010 1 1 10010 122"X87" GARAGE-OARAGE DOOR CHD05 2668 1 1 2668 L 32"X82 1/2" 2 DR. BIFOLD-LOUVERED 2665 1 1 2665 L IN 32"X82 1/2" HINGED -DOOR PO4 2665 1 1 2665 R 30"X50" SHOWER -GLASS SLAB 2868 1 1 2868 L IN 34"X82 1/2" HINGED -DOOR PO4 2868 1 1 2868 R IN 34"X82 1/2" HINGED -DOOR PO4 3065 1 1 3065 L IN 35"X82 1/2" HINGED -DOOR PO4 1 068 IN "X 1/ ID -D 04 WINDOW 5GHEDULE LABEL aTY FLOOR SIZE R/O DE5GRIPTIOP 4 330 2 11 14030 14TX37 ILEFT 5LIDINC 5 1 HED NUMBER LABEL IaTY IrLOOk IDESCRIFTION 601 2020 12 11 IRECT. SKYLIGHT G02 2060 12 11 IRECT.5KYLIGHT (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING R-30 BATT INSULATION MIN PACK FULL NO VOIDS W/ 2" R-1 0 CLOSED CELL SPRAY FOAM AGAINST ROOF SHEATHING SISTER 2x 10 RAFTER TO (E) TRUSS TOP CHORD PER STRUCTURAL GUTTER FLASHING OVER FASCIA FASCIA PER PLAN IpVpL LJ PROVIDE (N) SILL PER STRUCTURAL DRAWINGS AT NEW OPENINGS (E)SHEATHING * SIDING REPLACE AS NEEDED (N) HEADER PER STRUCTURAL PLAN (N) OPENING�II \\ \\ I Oil -- �' • SIDING PER PLAN WALL SHEATHING (E) PT 2x4 SILL PLATE--\\ W/ ATTACHMENT PER STRUCTURAL (E) SLAB ON GRADE (SOME LOCS) L— —— (1) 1 Od TOENAIL - EA JOIST TO SLEEPER raa a PT SLEEPER @ 48" O.C. BELOW FLOOR JOIST ATTACH TO SLAB W/ (1) 1/4" DIA x 2" PINS @ 48" O.C. 5/8" GWB VERIFY OR PROVIDE H I PER STRUCTURAL (E) DBL TOP PLATES 1/2" GWB (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING SISTER 2x RAFTER TO (E) TRUE TOP CHORD PER STRUCTURAL 3/4" T*G FLOOR SHEATHING FLUSH BEAM � CEILING JOISTS PER STRUCTURAL �—I .5" RIGID K-7.5 INSUL TION ON VAPOR BARRIER ;ISTING GARAGE SLAB 50'"* - / //- • 2x2 FURRING ATTACHED TO (E)2x4 PER STRUCTURAL K-1 0 RIGID INSULATION AT HEADER GAP 2x2 FURRING ATTACHED TO (E)2x4 PER STRUCTURAL K-2 1 FACED BATT INSULATION OR LATEX PAINT -1 /2" GWB 3/4" T*G FLOOR SHEATHING 1 .5" RIGID K-7.5 INSULATION ON VAPOR BARRIER -'*`�iIII I III IEXISTING CONCRETE SLAB ON GRADE =111� L III_ III EXISTING FOUNDATION (E) GARAGE NALL DETAIL FURRING DETAIL 1 "=1 '-0" (E) ROOFING MATERIAL OVER- (E) ROOFING PAPER OVER (E) ROOF SHEATHING ----- — — — — — — X FASCIA^I PE PLAN Ll I II (E) PRE -MANUFACTURED TRUSSES @ 24" O.C. EXISTING VENTING, VERIFY R-49 GATT OR PROVIDE AS NEEDED I I I INSULATION SHEATHING SIDING REPLACE AS NEEDED (E) HEADER PER STRUCTURAL PLAN (N) SHEATHING, - REPLACE AS NEEDED • SIDING PER PLAN (N) WALL SHEATHING 2x SILL PLATE PT 2xG PLATE W/ ATTACHMENT PER STRUCTURAL (E) SLAB ON GRADE (SOME LOCS) 5/8" GWB VERIFY OR PROVIDE A35 PER STRUCTURAL (E) DBL TOP PLATES 1/2" GWB 2x2 FURRING ATTACHED TO (E)2x4 PER STRUCTURAL W/ K-2 1 FACED BATT INSULATION OR LATEX PAINT K-1 0 RIGID INSULATION AT HEADER GAP (N) 2xG STUD WALL PER STRUCTURAL W/ K-2 1 FACED BATT INSULATION OR LATEX PAINT 2xG STUD WALL INFILL W/ K-2 1 FACED BAIT INSULATTION OR LATEX PAINT -1 /2" GWB 3/4" T*G FLOOR SHEATHING 1 .5" RIGID K-7.5 INSULATION ON VAPOR BARRIER I III a a =I I EXISTING CONCRETE III=III I SLAB ON GRADE c I' EXISTING FOUNDATION (E) GARAGE V�ALL 2x6 INFILL AT EXISTING OPENING 1 "=1 '-0" K-30 BATT INSULATION (MIN) PACK FULL (NO VOIDS), W/ 2" K-1 0 CLOSED CELL SPRAY FOAM AGAINST ROOF SHEATHING 2x4 CRIPPLE STUD WALL PER STKUCT 30"x22" ATTIC ACCESS LOC PER OWNER/ CONTRACTOR \--5/8" TYPE-X GWB, FIRE -TAPED MIN EXTERIOR FACE OF WALL (N) BEARING INTERIOR JOGGED PARTITION NALL G GARAG E E 1 "= 1 '-0" (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING DBL TOP PLATE -GARAGE WARM WALLS TO BE 2xG W/ R-2 1 FACED GATT INSULATION OR LATEX PAINT 1 /2" GWB (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING SISTER 2x RAFTER TO (E) TKU`_ TOP CHORD PER STRUCTURAL CONT LEDGER * CEILING JOISTS PER STRUCTURAL R-30 GATT INSULATION (MIN) PACK FULL (NO VOIDS), W/ 2" R-10 CLOSED CELL SPRAY FOAM AGAINST ROOF SHEATHING SISTER 2x (MIN 2x 1 0) RAFTER TO (E) TRUSS TOP CHORD PER STRUCTURAL DBL TOP PLATE * GARAGE WARM WALLS TO BE 2xG W/ K-2 1 FACED BATT INSULATION OR LATEX PAINT 5/8" TYPE-X GWB, FIRE -TAPED MIN 1/2" GWB EXTERIOR FACE OF WALL (N) BEARING INTERIOR PARTITION NALL 1 "= 1 '-0" (a� GARAGE (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING --------------- FASCIA�VI X X PER PLAN b I I PER PLAN I� I II I II (E) PRE -MANUFACTURED I (E) PRE -MANUFACTURED TRUSSES @ 24" O.C. I I I TRUSSES @ 24" O.C. EXISTING VENTING, VERIFY I I I EXISTING VENTING, VERIFY OR PROVIDE AS NEEDED I I I OR PROVIDE AS NEEDED (E) SHEATHING * SIDING REPLACE AS NEEDED (E) HEADER PER STRUCTURAL PLAN (N) SHEATHINGS SIDING I SIDING PER WALL S H EAT (N) PT 2x4 PLAT ATTACH N PER STRUCTL (E) SLAB ON GF (SOME L( "=1 '-0" 5/8" TYPE-X GWB, FIRE -TAPED, MIN -VERIFY OR PROVIDE A35 PER STRUCTURAL (E) DBL TOP PLATES 1/2" GWB -(E) 2x4 STUD WALL (N) 2x4 STUD WALL PER STRUCTURAL (E) SHEATHING * SIDING REPLACE AS NEEDED (N) HEADER PER STRUCTURAL PLAN (N) OPENING 5/8" TYPE-X GWB, FIRE -TAPED, MIN -VERIFY OR PROVIDE A35 PER STRUCTURAL (E) DBL TOP PLATES 1 /2" GWB -(E) 2x4 STUD WALL . - - / . z/- • 5/8" TYPE-X GWB, 2x4 STUD WALL INFILL FIRE -TAPED MIN EXTERIOR FACE OF WALL 2xG SILL PLATE ?" GWB PT 2x PLATE W/ 1 /2"8 AB's PER STRUCTURAL CUT (E)SLAB TO POUR (N)FOOTING PER STRUCTURAL CONTINUOUS FOOTING EXISTING CONCRETE a I SLAB ON GRADE III zi EXISTING FOUNDATI( GARAGE WARM WALLS TO BE 2xG W/ K-2 1 FACED BATT INSULATION OR LATEX PAINT -1 /2" GWB 3/4" T*G FLOOR SHEATHING 1 .5" RIGID R-7.5 INSULATION ON VAPOR BARRIER U° ° Iillliil a a a - - a EXISTING CONCRETE w • • SLAB ON GRADE a PER STRUCTURAL V V / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLC Seattle, NA 301.255.1841 N CD 0 ti z O > w � z O w a w nn� � O n S � N 75 > cn v l O Q_�� CV -� CO 75 QD G) E — co 7 U � D-- Drawn: NAB Designed: NAB 1 Scale: AS SHOWN Date: 7/5/2024 Job Number: 24-006 Sheet Number: A3.1 9 of 9