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APPROVED BLD PLN BLD2024-0353+Architectural_Plan+3.13.2024_4.11.14_PM+4129060I7�5(GN LO�r�S 20i8 I.R.G. WITH WASHINGTON STATE AMENDMENTS. 20ib WASHINGTON STATE ENERGY GORE • ROOF: 25 P5F (SNOW) • FLOORS: 40 P5F • 5L.EEPING ROOMS AND HABITABLE ATTICS: 30 PSF • ATTIC WITH LIGHT STORAGE: 20 P5F • ATTIC WITHOUT 5TORAGE: 10 P5F • STAIRS: THE GREATER OF 40 P5F OR GONGENTRATED LOAD OF 300 LB5 PER 4 SQUARE INCHES • DECKS AND BALCONIES: b0 P5F . GUARD AND HANDRAILS: HORIZ 200� PT. LOAD AT TOP • GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER 5Q FT • BA51G WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2 r_�n . 501E BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. • EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR � CANTILEVER RETAINING WALLS. ��w��o�-ram • 3000 PSI MINIMUM GOMPRE551VE STRENGTH AT 28 DAYS, WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R402.2.). . 2a00 P51 MINIMUM AT OTHER CONCRETE, NOT EXPOSED TD WEATHER. • EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LE55 THAN 596 OR MORE THAN �%. • MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER GU YD, WITH MAXIMUM OF b GAL. WATER PER SACK. MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" REINFORCING STEEL • ASTM A-b15 GRADE 60 FOR SEISMIC 'D' FRAMING LUMBER (UNLE55 NOT1=D OTHERWISE) PLATES HF #2 (P.T. AT GONG) MUD5ILL5 ON GONG P.T. HF #2 STUDS HF "STUD GRADE" JOISTS AND RAFTERS HF �2 HI=ADI=RS DF tt2 POSTS AND BEAMS DF �1 GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4 GLU-LAM BEAMS(OVERHANGING) 24F-VS DECK JOE5T5 AND LEDGERS P.T. DF �2 DECK BEAMS P.T. DF �1 MASONRY • MORTAR: iYPI= S, 1 PG, 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL G�N���L NOT�� 1. CONTRACTOR SHALL VERIFY ALL F..XISTING 517E CONDITIONS ' POR COMPLIANCE WITH PLANS AND SPEGIFIGATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND 1F APPLICABLE, THE D1MEN510N5 OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MEGHANIGAL COMPONENTS. THES OFFICE SHALL BE NOTIFIED PRIOR TO GONSTRUGTION OF DISGREPANGIES, AMBIGUITIE5 OR OMI5510N5 IN THE PLANS. 2. WRITTEN DIMEN510N5 TAKE PREGEDENGE OVER DRAWING SCALE. DETAILS TAKE PREGEDENGE OVER PLAN AND ELEVATION VIEWS. 3. ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT CODE iN FORGE AND ALL APPLICABLE LOCAL CODES, WHICH TAKE PREGEDENGE OVER NOTES, 5PEG[FIGATIONS AND DRAWINGS. 4. UNLE55 A PROFE5510NAL SURVEY ACCOMPANIES THE PLANS, THE PLOT PLAN WA5 DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TD BE GON5TRUED A5 A PROFE55IDNAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RE5PON51BILITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR DESGRETION, REQUEST THE OWNER TO PROVIDE A PROFE5510NAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RE5TRIGTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY TH15 OFFICE, PRIOR TO GONSTRUGTION, OF ANY REVI510N5 OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURESDEGTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROP05ED MEGHANIGAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF TH15 PROJECT 15 PROHIBITED WITHOUT PERM15510N IN WRITING FROM THE ARCH ITEGT. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ,�,/ G�N�R�L GONSTIZUGTIO�I 1�4TE5 1YJ �. SITE CONDITIONS AND SITE WORK 1. IF 501E CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE 50EL BF�4RING CAPACITY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FR05T LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRAG)rD OR HAVE BEEN DESIGNED TO RESIST LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGAhIIG MATT=RAALS. 3. INSTALL A 4 INCH D1A,METER PERFORATED PERIMETER DRAINS IN ONE GU. FT. OP DRAIN GRAVEL PER LINEAL FT. WITH FILTER FABRIC OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED SURFACE DRAINAGE AND/OR RETENTION SYSTEM A5 REQUIRED BY LOCAL CODE. B. CONCRETE 1. CENTER ALL P05T FOOTINGS UNLE55 NOTED AND PROVIDE 2 INCH PLINTHS ADJACENT SLABS, 8 INCH PLINTHS AT OPEN EARTH (6 INCH IF P05T 15 PRESSURE TREATED), AND INSTALL SILL PLATES AT LEAST 6 INCHES ABOVE FINISHED GRADE OR 2 INCHES ABOVE 5LAB5. DAMP-PROOF EXTERIOR OF BASEMENT WALLS AND WALLS RETAINING EARTH ADJACENT GRAWLSPAGES WITH TWO GOATS OF ASPHALTIC EMULSION UNLE55 A SPECIFIC WATERPROOFING SYSTEM 15 SPECIFIED IN THE PLANS. 2. INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND GONTINUOU5 BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER I5 3" TO EARTH, 2" TO WEATHER, 1" TD OTHER. 3. ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF '? [NGRES U.N.O., TWO BOLTS MEN. PER PLATE, PLACE WITHIN 12" FROM ENDS BUT NOT LE55 THAN � DIAMETERS TO END. 4. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR RETAINWG WALLS UNLE55 SPEGIFEGALLY DETAILED IN THE PLANS. ra. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL INTERSECTIONS WITH A MINIMUM OF TWO �4 PENS AT FOOTING AND TWO #4 PINS AT WALL. EMBED PINS 4 INCHES MINIMUM IN ,_,/ EPDXY GROUT. I� G. LUMBER 1. FRAMING LUMBER TO BE KILN DRIED TO i9°�b MOISTURE 2. 3. 1. 2. 3. 4. 5. �� 4. 1. 2. APPROVED CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.I.B. OR W.W.P.A, A5 APPLICABLE. PROVIDE GRADE AND SPECIES A5 PER FRAMING PLANS, GENERAL NOTES, AND DESIGN LOAD CHART. SILL PLATES, DECK SUB -STRUCTURES, P05T5 AND BEAM5 EXPOSED TO WEATHER AND WOOD fN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. GLU-LAM BEAMS SHALL GEAR AN A.I.T.G. INSPECTION STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE EXPOSED TO VIEW OR PER SPECS. D. FRAMING COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND JOISTS PER IRG R502.'T AND PROVIDE TEMPORARY BRACING A5 REQUIRED UNTIL ALL PERMANENT GONNEGTIONS AND. STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8 PROVIDE A MINIMUM J015T BEARING OF 1-1/2" ON WOOD, 3" ON CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLE55 NOTED, US;= 10d NA1L5 AT 12" O.G. 5TAGGERED. SOLID BLOCK W/ 2X AT MIDPOENT OF STUDS OVER 10 FEET, BELOW BEARING PARTITIONS PERPENDEGUTAR TO JOISTS AND RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT OVERHANGING FLOORS. FIRESTOP AND DRAFTSTOP TO GUT OFF ALL CONGEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOOR5, AND ATTIC. PROVIDE VERTICAL FIRE5TOP5 AT 10' HORIZONTAL INTERVALS AT WALL FURRING VOIDS. FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x NOMINAL LUMBER. E. METAL GONNEGTORs ALL METAL GONNEGTORS SHALL BE "51MP50N" OR AN APPROVED EQUIVALENT. FRAME NAILING SHALL COMPLY WITH IBC/IRG R602.3.(1) (2) UNLE55 NOTED OTHERWESE ON FRAMING PLANS OR SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NA1L5 U.N.O. USE GUT WASHERS AT BDLT!~D GONNEGTIONS. ANCHOR BOLT WA_5HER5 TO BE SQUARE 3" x 3" x 1/4". GONNEGTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED WITH GORR0510N-RESISTANT FASTENERS. AGQ-G and D TREATED WOOD (ALKALINE COPPER QUAT) REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND HARDWARE SUCH A5 51MPSON "ZMAX" OR WDG (HOT DIPPED GALVANIZED) OR SST300 (STAINLESS ST)=EL). F. PLYWOOD AND DIAPHRAGM NAILING ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING STAMP OF APA AND NAIL PER IBC/IRG 602.3.(1J,(2). PROVIDE DIAPHRAGM SHEATHING AND NAI G. VENTILATION AND ACCESS ❑ O. TRUSSES 1. 4 VENTILATE CRAWL 5PAGE5 AND OVERHANGING FLOORS WITH i. PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A SCREENED OPENINGS NOT LE55 THAN 1 5Q. FT. NET CLEAR WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN AREA FDR EACH 300 5Q. FT. OF UNDER FLOOR AREA. ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT DISTR[BUTE OPEN[NG5 APPROXIMATELY EQUAL ALONG THE COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING APPROVAL PRIOR TO FABRICATION. TRUSSES MU5T BE WITHIN 3 FT OF EVERY CORNER. STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY COVER WITH 1/4" GORR0510N-RE515TANT WIRE MESH AT CONTROL AGENCY SUCH A5 WASHINGTON WOOD TRU55 CRAWL SPACE OPENINGS. FABRICATORS GOUNGEL. 2. PROVIDE 18" X 24" MIN. CLEAR ACCESS THRU FLGOR OR 16" X 2. GONTrZAGTOR TO VERIFY SPANS PRIOR TO FABRICATION. 24" THROUGH WALL TO UNDER FLOOR AREAS. 3. APPROVED HANGERS MU5T BE USED AT ALL GONNEGTIONS OF 3. VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO RAFTERS, JACKS, DR H[P TRUSSES TO A MAIN GIRDER TRU55. 1/150TH OP THE ATTIC AREA, EXCEPT THE NET AR=A MAY BE NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE 1/304TH, PROVIDED 50°,b TO 80°,6 IS 36" ABOVE :AYES, WITH SEPARATED FROM TRUSS WITH 51MP50N 5TG CLIPS. THE BALANCE IN THE EAVES. 4. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND 3. WHEN A 30" OR MORE CLEAR ATTEG HEIGHT EXISTS FROM THE PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE TOP OF CEILING JOISTS TO UNDER5IDE OF ROOF AND A 30+ WITH THE fNDEVIDUAL TRU55 DESIGN PROVIDED BY THE 5Q FT AREA, PROVIDE AN AGGE551BLE PANEL 22' X 30", WITH MANUFACTURER. 30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R- 4q GATT AND WEATHER-STRIP. ❑ P. SKYLIGHTS H. SAFETY GLAZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR LAMINATED GLA55 PER SPECS. 1. TEMPERED SAFETY GLA55 SHALL BE 1N5TALLED (K 2. PROVIDE A MNIMUM 4" CURB, FLASHED AND COUNTER HA7�4RDOU5 LOCATIONS AND SUBJECT TO HUMAN IMPACT, FLASHED AT TOP AND BOTTOM AND STEP -FLASH 51OF5. GLAZING IN ODORS, GLAZING WITHIN A 24" ARG G� CLOSED THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE DOOR, GLAZED AREAS > q 5Q. FT. WHEN LF55 TH�I 18" LOW)=R END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, ABOVE A WALKING SURFACE, PER 1BG/IRG R308,�. INSULATE, FINISH AND FLARE WELL TO CEILING PER PLANS. 2. SAFETY GLAZING 15 REQUIRED TO BE PERMANENT'_Y MARKED PER IBC/IRG R308.1. Q. EMERGENCY EGRESS ,�( U I. ELECTRICAL i. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND 1. ELECTRICAL GONTRAGTOR SHALL EVALUATE AND DETERMINE RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL ADEQUACY OF EXISTING AND PROPOSED ELEGTR!GAL SERVICE HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF AND PROVIDE REQUIRED CIRCUITS AND AMPERAG-c PER N.E.G., 5.� 5Q. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF STATE AND LOCAL ENERGY CODES, AND MANUF. SP�GS FOR 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT PROPOSED PRODUCTS, APPLIANCES AND EQUIPM4N T . SPECIAL TOOLS OR K3=Y5. GRADE FLOOR OPENINGS MAY HAVE NET CLEAR MIN. OPENING OF 5 5Q. FT. J. MEGHANIGAL � R. SMOKE ALARMS/DETECTORS AND 1. WARM AlR FURNACE OR GA5 H.W. TANKS SHALL NOT nE CARBON MONOXIDE ALARMS/DETEGTORS INSTALLED UNDER 5TAIR5 AND SHALL HAVE PROPcR VENTS AND DIRECT OUTSIDE COMBUSTION AIR PER CODE AND 1. SMOKE DETECTORS SHALL BE LOCATED [N EACH 5L1=EPING MANUFACTURER'S SPEGIFIGATIONS. AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 18" HIG-3-I GIVING AGGE55 TD EAGW SLEEPNG AREA. WHERE AN ACCESS PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC, CORRIDOR OPENS INTO A ROOM WITH A CEILING q0" OR PROV[DE A 3" CD GONG FILLED STEEL BOLLARD. HIGHER THAN THE CORRIDOR, OR HA5 A DOOR, A DETECTOR 3. AIR DUCTS PENETRATING GARAGE TO HOUSE SEP�RATiON SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPERS. STORY OR WITH A BASEMENT SHALL Hr<rVE A DETECTOR 4. DUCTING TO MEET MEGHANIGAL 5TD5 AND SYSTEMS ARE TO BE INSTALLED A7 EACH LEVEL AND IN GL05E PROXIMITY TD THE BALANCED. CONTRACTOR SHALL PROVIDE MEGHA,`IIGAL STAIR5. ALL SMOKE DETECTORS SHALL BE 1NTERGONNEGTED DUGTENG, EQUIPMENT SIZING, HE,4T LD55 GALGULATIOHS AND AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED. MANUFACTURER'S DATA ON EQUIPMENT EFFIGIENGY. AN 1NTERGONNEGTFi7 HEAT DETEGTOR/ALARM SHALL BE 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS INSTALLED CENTRALLY IN NEW ATTACHED GARAGES. SHALL HAVE MEGHANIGAL EXHAUST, IN INSULATED, RIGID DUCTING TO FXfERiOR, WITH A BAGKDRAFT DAME=R, CAPABLE 2. SMOKE DETEGTOR5 IN NEW GONSTRUGT10N SHALL BE DIRECT OF 5 AIR GRANGES PER HOUR. WIRED TO BUILDING POWER WITHOUT A DISGONNEGT SWITCH 6. DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE POSTED OTHER THAN FOR OVERGURRENT PROTECTION AND MU5T HAVE WITHIN 6 FT OF DUCT GONNEGi10N. BATTERY BACK-UP. T. RANGEHOODS IN EXCESS OF 400 GFM SHALL HAS nIJTO- GONTROLLED OUTSIDE MAKE-UP AIR. 3. CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF K. PLUMBING SLEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND INTERGONNEGTED WITH SMOKE ALARMS. 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES, VyAiTS, INTERGONNEGTION MAY USE WIRELESS TECHNOLOGY. AIRGAPS, AND GLEAN -OUTS PER GODS. 2. FLOW RATES TO COMPLY WITH CURRENT GODS 5, SECURITY TOILETS: 1.6 GPF (MAX), SHOWERS: 2.5 GPM {MAX), LAVATORIES/FAUGET: 2.5 GPM (MAX). 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A 3. HOT WATER TANKS SHALL BE SIZED BY INDUSTRY SiTDS MINIMUM 1/2" THROW DEAr� BOLT WITH LOCKS OPERABLE FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. WITI-IOUT SPECIAL KNOWLEDGE, KEY5 OR EFFORT. 4. HOT WATER TANKS REQUIRE DUAL (HIGH AND LO1^i) �EISMIG 2. PROVIDE AN OBSERVATION PORT � 54"-66" ABOVE THE STRAPS SECURED TO STUDS, EXPANSEON TANK, AND A FLOOR AT SOLID, UNGLAZED ENTRY DOORS. PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). L. MOISTURE CONTROL ❑ T. GARAGE /DWELLING SEPARATION 1. SHOWERS SHALL HAVE ANON -ABSORBENT SURFA.:E TO A i. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIR)=TAPED 1/2" GWB, APPLIED TD iH)✓ GARAGE SIDE OF ALL 2. HEIGHT OF �2 INCHES ABOVE FLOOR. PROVIDE WATERPROOF BOARD OR GLA55 MESH MORTAR GARAGE SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND UN1T5 BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWER5 2• CRAWL. 5PAGE5. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, WIT-FI A 517E-BUILT PAN SHALL BE FELLED AND LEAK TESTED SOLID GORE, AND TIGHT FITTING. FDR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL 3. GARAGE CEILINGS COMPOSED OF 2x+ SOLID -SAWN JOISTS AND TILE AGGE550RIE5. SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE LAYER OF FERETAPED 5/8" TYPE "X" GWB. ALL GARAGE PD5T5, M. BATH SAFETY BEAMS, AND WALLS SUPPORTING HABITABLE SPACE SHALL HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS 1. HINGED SHOWER DOORS SHALL OPEN OUTWARD. DGORS COMPOSED OF I -JOISTS, WITH HABITABLE SPACE ABOVE, SHALL AND SHOWER ENGL05URE5 SHALL BE FULLY TEMPERED OR HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN. LAMINATED 5AFETY GLA55, MINIMUM TRIGKNE55 = 1/b" 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 2b GAUGE TEMPERED, 1/4" LAMINATED. MINIMUM OR HAVE AN APPROVED DAMPER. 2. FLOOR TILES AT SHOWERS AND WET AREAS SHAL! 6E SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR ALL U. STAIRS AND GUARDRAILS GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300 LB. IMPACT LOAD. 1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RISER HEIGHT OF 7-3/4" MAX., A MIN. TREAD LENGTH DF 10", AND 3/8" N. FACTORY BUILT FIREPLACES /STOVES MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" l5 REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLE55 TREAD 1. UNITS SHALL BE U.L. LISTED PER UL12'7, AND [NST?`LED PER DEPTH 15 11" OR GREATER. MANUFACTURER'S RECOMMENDATIONS AND REQ1JlRE7 2, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF GLEARANGE5. FLIGHTS WITH 4 OR MORE RISERS. 2. UNITS SHALL HAVE TIGHT -FITTING GLA55 DR MET,<L DOORS, 3. HANDRAILS SHALL BE PLACED 34" TO 38" ABOVE THE N051NG5 READILY AGGE551BLE CONTROLS TO A TIGHT FITTING FLUE AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-i/2" TO 2" DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO DIAME7ER, 5MOOT1-I GRASP AND AT NEWEL OR 1-1/4" RETURN G MI DN-GOMBU57[BLE AT ENDS. PROVIDE 80" MIN CLEAR HEADROOM ABOVE N051NG5 FLOOR SHEATHING SHALL BE 3/4 TBG Gr EXT-APA �' � O� ����5 READILY 15T1NGUI5HABLE PROM PLYWOOD WITH EXT GLUE, PI: 32/ib, GLUE D NAIL 5. AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS 30d AT 6" O.G. EDGE5 10" O.G. FIELD. y D GLEARAN E5 PER C,CJD= AND PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND ROOF SHEATHING SH,�,LL BE 15/32" C-D-lN -APA PI Ywnnn INTERMEDIATE BALUSTERS DR RAILS SPACED SO THAT A 4" WITH EXTERIOR GLUE, PI: 24/D, OR �/16" 13. NAIL 8d AT b" O.G. PANEL EDGES, 12" D.G. IELD. WALL SHEATHING SHALL BE 15/32" G-D-INT tir --- WITH EXTERIOR GLUE, PI: 24/O, OR -1/16" O E3��//��//��,, NAIL Sd AT b" O.G. PANEL EDGES, 12" O.G. IEC.B: rk PLANS MUST BE ON JOB SITE h.laN1_1F_ �t?FTc, FQR IN�,Tb.l I ATlnnt n>= _OLIO FUEL BURNING B u i I d i n ryry p n t SPHERE CANNOT PA55 THROUGH. 4.y ��� G�D'41TN GA5 COMBUSTION OILY SHALL BE b. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE .r-t/ . - - -. -- : IFIGATIONS. FIRETAPED 1/2" GWB, ON WALLS AND SOFFETS. PROVIDE -'-FIREBLOGKING 1N CONGEALED 5PAGE5 BETWEEhI STAER ADDITION � REMODEL ;�, Interconnected Smoke Alarms Are A Requirement ��-I-RINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ;; Of This Permit In Accordance With R314.2.2 ;a,LONG AND iN LINE WITH RUN OF STAIRS. Address 735 GASPERS ST-._._._._._._._._._._._._._._._._._._._._._._. Owner SCI"'IULER Separate Plumbing Permit Required. REC E I` /E D Please apply via MyBuildingPermit.com � 1 -------------------------------� I M 14 2024 -- -- - -- - Approved Date 04/29 2024 Building Official Erl.Ci C�I��r Permit Number BLD2024-0353 APPROVED BY PLANNING �� ����� Apr 09 2024 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ar CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o Z u,� �o �� �r �� F F � 2 U y �¢ �� �� 0 �� ¢� rn N •cr �n U s 0 } a 0 U a 0 0 a � � � 2 r2� REVISIONS TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SECTION R406 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS �.�.�.c. 2o�s �niT�o� f�ESfI'��NTI�L R402.2 Specific insulation requirements. In addition to the requirements of Section R402.1, insulation shall meet the specific requirements of Sections R402.2.1 through R402.2.11. R402.2.1 Ceilings with attic spaces. Where Section R402.1.1 would require R-49 in the ceiling, installing R-38 over 100 percent of the ceiling area requiring Insulation shall be deemed to satisfy the requirement far R-49 wherever the foil height of uncompressed R-38 insulation extends over the wall top plate at the eaves. This reduction shall not apply to the U-factor altema#lve approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.2.1.1 Loose insulation in attic spaces. Open -blown or poured loose fill insulation maybe used in attic spaces where the scope of the ceiling Is not more than 3 feet in 12 and there is at least 30 inches of clear distance from the fop of the bottom chord of the truss or ceiling joist to file underside of the sheathing at the roof ridge. R402.2.2 Reserved. R402.2.3 Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and save vents. Baines shall maintain an opening equal to or greater than the size of the vent. The baffle shall extend aver the top of the attic insulation. The baffle shall be permitted to be any solid material. R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e,g,, attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the Insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fail insulation is installed, the purpose of which is to prevent the loose sill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose till insulation. Exception: Vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table R402.1.1. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower docr at a pressure of 0.2 inches w.g. (50 Pascals). For this test only, the volume of the home shall be the conditioned floor area in ffz (m2) multiplied by 8.5 feet (2.6 m}. Where required by the code official, to ' sting shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of elf penetrations of the building therms! envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Exception: For dwelling units that are accessed directly from the outdoors, other than detached one family dwellings and townhouses, an air leakage rate not exceeding 0.4 cfm per square foot of the dwelling unit enclosure area shall be an allowable alternative. Testing shalt be conducted with a blower door at a pressure of 0,2 inches w.g. (50 Pascals) In accordance with RESNET/iGG 380, ASTM E779 or ASTM E1827. For the purpose of this test only, enclosure area to be calculated as the perimeter of the dwelling -unit, measured to the outside face of the exterior walls, and the centerline of party walls, times 8.5 feet, pies the ceiling and floor area. Doors and windows of adjacent dwelling units (including top and bottom units) shall be open to the outside during the test. This exception is not permitted for dwelling units that are accessed from corridors or other enclosed common areas. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not seated, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not seated beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open. 4. Exterior or interior terminations for continuous ventilation systems and heat recovery ventilators shall be sealed. 5. Heating and cooling systems, if installed at the time of the fest, shall be fumed off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Exceptions: 1, Additions less than 500 square feet of conditioned floor area. 2. Additions tested with the existing home having a combined maximum air leakage rate of 7 air changes per hour. To qualify for this exception, the date of construction of the existing house must be prior to the 2009 Washington State Energy Code. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors and outdoor combustion air. When using tight -fitting doors on factory -built fireplaces Ilsted and labeled in accordance wish UL 127, the doors shall be tested and listed for the fireplace. When using tight -fisting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.2.1 Gas fireplace efficiency. All gas fireplace heaters rated to ANSI Z21.88 shelf be Ilsted and labeled with a fireplace efficiency (FE} rating of 50 percent or greater in accordance with CSA P.4.1. Vented gas fireplaces (decorative appliances) certified to ANSI 721.50 shall be Ilsted and labeled, including their FE ratings, in accordance with CSA P.4.1. R402.4.4 Combustion air openings. Where open combustion air ducts provide combustion air to open combustion, space conditioning fuel burning appliances, the appliances and combustion air openings shall be located outside of the building thermal envelope, or enclosed in a room isolated from inside she thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.1, where the waifs, floors and ceilings shall meet the minimum of the below -grade wall R-value requiremens. The door into the roam shall be fully gasketed and any water fines and ducts in the room insulated In accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with bath intake and exhaust pipes installed continuous to the outside. 2, Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the International Residential Code. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be Type IC -rated and certified under ASTM E283 as having an air leakage rate not more than 2.0 cfm (0.944 Us} when tested at a 1.57 psf (75 Pa} pressure differential and shall have a label attached showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. CLIMATE ZON1;;5 ANp?lJIA7~iINE'4 _ ` Fonestratlon U-Factorb 0.30 Skylights U-Factor 0.50 Coiling R-Values 49 21 Int Wood Frame Wallg�h R-Value Floor R-Value 30 Holaw-Crade`�h Wall R-value 10/15/21 int + 5T8 Slabd�r R-Value � Depth 10, 2 fit SECTION R502 ADDITIONS R502.1 General. Additions to an existing building, building system ar portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portion of the existing building or building system to comply with this cads. Additions shall not create an unsafe or hazardous condition or overload existing building systems, An adds#ion shall be deemed to comply with this code where the addition alone complies, where the existing building and addition comply with this code as a single building, or where the building with the addition uses no more energy than the existing building, Additions shall be in accordance with Section R502.1.1 or R502.1.2. R502.1.1 Prescriptive compliance. Additions shall comply with Sections R502.1.1.1 through R502.1.1.4. R502.1.1.1 Building envelope. New building envelope assemblies that are part of the addition shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5, and R402.4. Exception: Where noncoAditioned space is changed to conditioned space, the building envelope of the addition shall comply where the UA, as determined In SecElan R402.1.4, of the existing building and the addition, and any alterations that are part of the protect, is less than or equal to the UA generated for the existing building, R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems #hat are part of the addition shall comply with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.3 Service hot water systems. New service hot water systems that are part of the addition shall comply with Section R403.5. R502.1.1.4 Lighting. New lighting systems that are part of the addition shall comply with Section 404.1. R502.1.2 Existing plus addition compliance (Simulated Performance Alternative}. Where nonconditioned space is changed to conditioned space the addition shall comply where the annual energy use of the addition and the existing building, and any alterations that are part of the project, is less than or equal to the annual energy use of the existing building when modeled in accordance with Section R405. The addition and any alterations that are part of the project shall comply with Section R405 in its entirety. R406.1 Scope. This section establishes additional energy efficiency requirements for all new construction covered by this code, including additions subject to Section R502 and change of occupancy ar use subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2 and R406.3 are required. R406.2 Carbon emission equalization. This section establishes a base equalization between fuels used to define the equivalent carbon emissions of the options specified. The permit shalt define the base fuel selection to be used and the points specified in Table R406.2 shall be used to modify the requirements in Section R406.3. The sum of credits from Tables R406.2 and R406.3.shall meet the requirements of Section R406.3. R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with suffiaent options from Table R406.2 so as fa achieve the following minimum number of credits: 1. Small Dwelling Unit:...........................................................................................3.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit:.............................................................. ...... 6.0 credits .................. All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit:.......................................................................................... 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies:...........................................................4.5 credits .-� 5. Additions less than or equal to 500 square feet :................................................ 1.5 credits s The drawings included with the building permit application hall identify which options have been selected and the point value of each optien, regardless of whether separate mechanical, plumbing, electrical, or other permits are utilized for the project. TABLE 406.3 ENERGY CREDITS OPTION DESCRIPTION CREDITS) AI[ Other Group R-2 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected fin this category. Compliance with the conductive UA targets Is demonstrated using Section R402,1.4, Total UA alternative, where [1-(Proposed UAR'arget UA)J � the requEred %UA reduction 1.3 Prescriptive compliance is based on Table R402.1.1 with the following madltications: 0.5 NIA VertJcal ienestraUon U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade stab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5%. 5.3 Water heating system shall include one of the following: 1.0 1.0 ^iia Energy Star rated gas or propane water heater with a minimum UEF of o.s1 `oIJ AMA-r�1 D' f �•i BA�.�M Ems? "j -�' j - � wir�no�v �r�a �xT��io� noon 5��+�nuL� ATTENTION: TH15 SCHEDULE 15 FOR ENERGY GDDE GLAZING GOMt'LIANGE ONLY, AND 15 NOT 1NT>wNDED A5 PRODUCT ORDERING SPEGIFEGATiDNS. • SEE WORD ABBREVIATION INDEX ON PAGE 1 • PROVIDE HARDWARE & AGGF550RIE5 PER OWNER. • GDDE LETTER =WINDOWS, CODE NUMBER =DOORS •PROVIDE WEATHER-STRiPP1NG FOR EXTERIOR DOORS. • ONLY THERMAL DOORS ARE LISTED BELOW. •PROVIDE SCREENS FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY 517�5 AND QUANTITIES WITH PLANS. •PROVIDE MANUF. STD. MUNTIN GRILLS AS SHOWN ON ELEVATIONS. • 5EE ELEVATIONS FOR VENTING & CUSTOM SHAPES. •MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE DOOR PANELS & 5WlNG. GPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS. NFRG CODE UN1T 51ZE NO. WIDTH HEIGHT 5Q. FT. DESCRIPTION FRAME GLA55 TYPE AIRSP. FEATURES U VAL U x A A 2/8 x 4/O 1 2.6'7 4.00 10.68 VENT CASEMENT VINYL 2 GL LOW E ARG 0.812 EGRE55 0.24 2.5b 13 3/D x 3/b 1 3.00 3.50 10.50 51NGLE HUNG VINYL 2 GL LOW E ARG 0.812 0.26 2.73 G 5/O x 3/b 1 5.00 3.50 1�.50 S. HUNG - 5. HUNG VINYL 2 GL LOW E ARG 0.812 0.26 �F.55 D 3/O x 4/8 1 3.00 4.6'7 14.00 51NGLE HUNG VINYL 2 GL LDW E ARG 0.812 0.2b 3.64 E 3/O x 4/8 1 3.00 4.b7 14.00 SINGLE HUNG V1NYL 2 GL LOW E ARG 0.812 0.2b 3.b4 F 3/O x 4/8 i 5.00 4.b-T i4.00 51NGLE HUNG VINYL 2 GL LOW E ARG 0.812 0.26 3.b4 G 3/O x 4/8 1 3.00 4.6� 14.00 SINGL3~ HUNG VINYL 2 GL LOW E ARG 0.812 0.26 3.64 H 3/O x 4/8 1 3.00 4.b-1 14.00 SINGLE HUNG VINYL 2 GL LDW E ARG 0.812 0.26 3.b4 I 3/O x 4/8 1 3.00 4.b� 14,00 51NGLE HUNG VINYL 2 GL LDW E ARG 0.812 0.26 3.64 _] 3/O x 3/b 1 3.00 3.50 1D.50 51NGLE HUNG VINYL 2 GL LOW E ARG 0.8t2 0.2b 2.i3 K 3/D x 5/O 1 3.00 5.00 15.00 SINGLE HUNG V]NYL 2 GL LOW )= ARG 0.812 FALL PROTECTION 0.2b 3.90 L 3/O x 5/O i 3.DD 5.00 15.00 51NGLE HUNG VINYL 2 GL LOW E ARG 0.812 FALL PROT)=GTIDN 0.26 3.90 M 3/O x 4/O 1 3,00 4.00 12.00 51NGLE HUNG VINYL 2 GL LOW E ARG 0.812 0.2b 3.12 N 3/O X 4/O 1 3.00 4.00 12.OD 51NGLE HUNG VINYL 2 GL LDW E ARG 0.812 0.26 3.12 O 2/D x 2/O 1 2.00 2.00 4.00 PICTURE VINYL 2 GL LDW E ARG 0.812 0.24 O.qb P 3/O x 3/O 1 3.00 3.00 9.00 VENT CASEMENT VINYL 2 GL LOW >r ARG 0.812 0.24 2.1b Q 2/O x 2/O 1 2.OD 2.00 4.OD PICTURE V]NYL 2 GL LOW E ARG 0.812 0,24 O,q6 6 1/b x b/8 1 1.50 b.b-T 14.01 5€DELIGHT Ffi�ERGL 2 GL LOW E ARG 0.500 TSG 0.46 4.60 �7 3/O x b/8 1 3.00 b.b� 21.00 ENTRY F16ERGL OPTIONAL N/A 8 1/b x b/8 1 1.50 b.bi 10.01 51DELIGHT FISERGL 2 GL LOW E ARG 0.500 T5G 0.4b 4.60 QUANTITY TOTAL: 20 AREA = 224.20 5Q. FT. TOTAL UA /AREA = UA AVERAGE = 0.2-15 UA TOTAL 61.74 WINDOWS D thru I, VERII`Y EXISTING WINDOW HEIGHT AS 4'-8" OR MATCH. WINDOWS K 4 L, 1F S1LL BELOW 24" OFF FLOOR, PROVIDE i=ALL PROTECTION WITH LIMITING LATCH. WINDOW A TO MEET EGRESS CLEAR WIDTH DF 20", IF NEGE�SARY, WIDEN FOR COMPLIANCE. WINDOWS: MILGARD BRAND TRINS[G LINE, DBL GLAZED MAX i8�i LOW E, ARGON FILLED ENTRY DOOR SIDELIGHTS: INSULATED STEEL OR FIBERGLASS, SI`1PSON, BUFFELIN, THERMATRU, PEAGHTREE, OR EQUIV. RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o t„ z z o �� � �.� cn - �z � y � � �a �� �� wa m u� � ¢ti � b- � v° s i`� 0 0 U O ry 0 O d 0 w � � m .` V � 0 � 0. Z � "' � AQ 0 z o ,A VI O � U 0 Q o a W 4 a �/ o W li.. 4-- N 0 z z w � n �, N IL O N VU_ a o ill m} 0. O U U 0 z U 0 0 oQ�� Vz � x� �� to �� H Q� Ur m oW � x V� � �z x �� O 1(� Q O -! m � d� m 3 � I2�Z$ REVISIONS 3 ��� ��� � � .� p0 � �, � � \ �3�S�N���IT �'��� R�F�R�NGE NORTH 1 � � L ( �� � !� �l C x .�t.IJ� � � E"� �� � ��IT lam-�-OI � � Ex v��i�l�v-i���-�'(�N7' I(n7 SF 1. 1211p � RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o Z 0 �U �� �~ T Z �Q QS Q �� fY � O � Q F rn h tt� \\ � , o us v �- ` � � ` Z u! �; A Q u� h � I C C C C N C ` \� r II- C h � W C � ` � V t`� F 'fin/ �`• C �O ry Z OcA m r r �. � 0 � N �' O I�- �� �� �� A� U W� � O�r d v F � .� =Z � z �O o � �� �Q s � J �m m d 1 � 2 �' 2 REVISIONS 13. 12.2 Sfl� � �� � � 91 �- 2 d �..L . � T N�� � l ��� � I � � � �� � � ��T I � � � � ��©n� � -ro, 1 � I aD r`� r�� � • � � F % ��D �i �° � C� i k ����� �11-7�` �� p it � it 1— i�� I� � �� �� I AND CONC S AIRS BELC �i�ST ��.00� ���� SCALE i/4" = 1'- O"� i !� } �f � II STAIR NOTES: 1. PROVIDE STAIRWAY MINIMUM WIDTH OF 36", MAXIMUM RISER HEIGHT OF i-3/4", MlN1MUM TREAD LENGTW OF 30", AND A MAXIMUM 3/8" VARIATION. 2. STAIRWAYS LE55 THAN 44" IN WIDTH MAY HAVE ONE HANDRAIL UNL..E55 BOTH S1DE5 ARE OPEN. 3. RAIL5 SHALL BE 34" TO 3i3" OFF N051NG5 d SPAGED 1-1/2" MIN. OFF WALL WITH A SMOOTH, 1-1/2" TO �" DIAMETER GENERAL GRASP, AND A NEWEL OR RETURN AT ENDS. 4. PROVIDE A MINIMUM 80" GLEAR WEADROOM ABOVE STAIR NOSINGS. 5. PROVIDE GUARDRAILS FOR AREAS 30" ABOVE GRADE OR ADJACENT FLOORS, WITH A MINIMUM WEIGHT OF 36", AND INTERMEDIATE BALUSTI=RS OR RAILS SPACED 50 THAT A 4" DIAMETER 5PHERE CANNOT PA55 THROUGH, AND 6" DIAMETER AT TRIANGLE CREATED BY THE BOTTOM RAIL, THE TREAD AND THE RISER, iJ � v� pt-� c� � � E� w� � PAN >/ � / � 11' / 1I► RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o u�.i w z 0 w Cr7 �� zz �z U �¢ a r� a� ,,, o � m �� rn v � N N U Q O i a } 0 w a w 0 �- a w U O O a0 m ry r x�0 r �. � r m O � O �� �� W� A� V w � Z W 4 O � tail V� o =z z �� o w� h al Q � Jm m �m a I� zs •z� REVISIONS �� 2.� Z !�J RE��I�NGk' NOf�TH r� e ,; ����'I`� RE�EREPlGE NORTH s�co>�a �LooR ���� �(,A1'E fiJfi�- E l 5s �� G� � 1:� a � � r �� s� RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � � � 0 w� w ��= X z Ov= �¢ �3 �� f10 m w � F-. co Q F rn v y O n o O z l , V � 0 w r m_ Q �� { w A .n V■ Q � � O r{� O O }" V I U d Q � W N � w iF• � N O z .n r Vr ¢ � W o j ` {V` � N U �\ V 6 � 1(1 m z r U 0 U i O O a0 � Z� m � r �� � F O `' J y 0 l- ''n�_ Vl W� A V t"' t"' � ````'' lsi Ali !il _H _ � � Q W vO � = � g HO � o oC �Q �m 2 S z� REVISIONS �- [2�?s� b '��' c� I✓ l n2.52 �_ �� ���t c� C �}i;r.t N E^C tE i " �; Iz ��� f Itl I� �.�.�II I o G p E t�10 � �- I (,ter.,,, �..,�� ' . �' V �i% I��W 51U.. a � �L z; _-__._. . ,i �ouT� �L�Y�TI®� 7�Z �� ,�. .-- �o�5a - �� --- D ....___.__:._ , II ��_..._ � ��� �rl rs� � . .�`'/J F .._. �� 1 I E � _. _---- �, � �. �w.,,�..:�� f` ,_..� � p�� i .�.. t, _ --. -.�--� . �,� ��ST �l��Y�TIO�I �'cfv.(,.ir^t �.. I ,� � �' �)�- ��-� ��-Y oL � Zj� � II ZI �j�(z� col L 0 aer�i� SGALE 1" = i'-0" EXTERIOR WALL 2X6 STUDS 2X6 2X4 INTERIOR PARTITION TYPICAL WALL INTEI�SECTIDN PLAN VIEW - NO SCALE CORNER BOARDS PER ELEVATIONS AND DETAIL5 51DING AND SHEATHING (3) 2X6s GWB TYPICAL EXTERIDi� CDIZNEIZ PLAN VIEW - ND SCALE {3} 2X6s GWB SIDING AND SHEATHING 2X2 OR PER"ELEVATIONS SPECS OR DETAILS TYPICAL INSIDE CDI�NEIz PLAN VIEW - NO SCALE RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o Z 0 rr� w � � z E- tA= z OT a¢ Q F� ��Q� �LL �o o � o Oz 0 � w m v�= 0 N U1 `� QA 0 2 � o U � � 0 � o 0 w { - N W VA � s �/ z �i- � � W U to v ..nn _ µ' m r r o w U 0 0 O �O m ry r Z� r �� � r �� � n O� � vo �_� tit W� Q� V w Z� U W � 0� � z V � �� s =z �� o QL �' i �Q J � �m d �' Z�' ': REVISIONS 2� 1'Z ►� �v• 12.2�- �EYo i.{ � i 1�ORT� � n++/ �. .� � � � �� Y ru. � re Ir.rirr�.v � r' � �� �� � �� SIG C`rV fin! I � �1 jN�ST �L�1��T10� ��1�,�TIO�I �X �� �dEMo �X �P� P-bi,I���"{ � � � 10 DETAIL SG�LE 3" T 1'-O" �oR aBovE STUDS @ 16"O.G. GWB Ef�GH SIDE aR �4BOVE TUDS r� i6"O.G INSUL,4TION ' GWB EAGH 2X4 PLATE, 7R. AGTIVA�TED �TIwRNERS @ P.T. 2x6 PL,4TE, D.G. INTO SL,4B PWDR. P�GTIV�TED EASTERNERS @ 16" O.G. INTD SLAB STING GONG EXISTING GONG • � t� . � � •� i -- P 1�1EV�l TYPIG�L ��S�ME1�iT PARTITIONS NO sG,+��E RECEIVE Mar 14 2024 CITY OF EDMONDS ❑ z 0 W U lJJ �' 2 z ran y O y U'U �Q r� a� „� o CO W � ¢� � � 0 a N o o n w m_ O w AA 0 ��hh z V� 0 Q U O O W � W N O ■- H N W � � z � � M v � U_ ,/`�` V I ,` O V x m a r U w U W h LL 2 w U S� �� N z� m r �� �� O �' Vo '� � Z li w W� Q � tr v W� U d O� to 3 �� O s �� mQ r w �m a (- �5.2 REVISIONS � ° tZ�Z�- DEVELOPMENT SERVICES . DEPARTMENT �NE� C�Mo f2EFEl2l=HGE NORTH TIE TO EXISTfNG FDN POUNDATON CONNECTION: PROVIDE (2) #4 PINS AT WALL AND (2) #4 PINS AT FOOTING, EMBED 4 INGHES MINIMUM IN HIGH STRENGTH GROUT. �ouN��-r�oN � �St ��. �R�MiN� ��.�� �! �-�� � �' � ! fir, b � rJ� �p ��1 � �T' � M���� � ��I�� ,�-1� G�O �. � � Li�T� GR�1NLSi='AGE YENTlL�T10N GONST,4,�iTS: FOUNDATION VENTS W/ 1/8" TO 1/4" GAL. ME5H A.} 8" x 16" = 128 5Q. IN. x 75% = G6 5Q. IN. NET CLEAR B,} 6" x 12" = 72 5Q. IN. x -15% = 54 SQ. IN. NET CLEAR PROPOSED: 128 GR�4WL5P�GE 5Q. FT. �RE,� REQUIRED: 1/~OOTH 0.43 SQ. FEET 1/BOOTH b1 SQ.INGHES PROVIS7E: ONE VENT WITHIN 3 ET OF EACH FDN CORNER VENT SfZE QUANTITY AREA STATUS b x 12 3 162 OK RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i w I-` a z 0 a c,� ul � � �\ � �- _ 0= V U � �¢ �� LL Q CO LL] ¢ Q g 0 .m n U �- O N a o O a 0 ii.� � m x � 0 � Z "' U! Q Q o z ``nn � � Vl U /'� R-� O � W � C N � � if. � N � a 0 s M c z o N U X V O z Lf1 m ,i- 0 U LL U LLt O �- Z LL7 a U Q a Q� � d� � r i � Q � � r `O � �'1 tt v O W `� A� U W � = W o� � W �� o �z z �� o wQ � �� m d 3+ tZ•2� REVISIONS �' ��� C � � � ��i ����� � ��b� '�� ��I� ��'��`� I�I��� �� �� �� � a�� REFERENCE i�ORTV� ��Go�a ��ooR ���� i�� ��.�� ` 1 N `.. � _ ! li ����� �P L�'� L�cM 1 �� � I1 4 1 i 2� �r � � �°����'� ��� �� N�1 �� RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (LJ V L27 z �� z� ��, _� � �z � U � �� �� � �'- w O m !LI Q F U1 l� "` ,A a V 1 O aF N i� I..�nn V• w S W v� �� m r d0 m cv � ��- � � r r n O� � vo �Q w� A � �- W� U _„ Q 0� Z v "' �� s =z z �� o �Q �� �• 12 � �`� REVISIONS 10 U w O i-- Z w U 4 O E �. �,,�- F I.I✓ RODF YENTIL�TION GON5T,4NT5: C.) CONTINUOUS RIDGE PENT = 18 SQ. IN. VENT PER LINEAL FT D.) GABLE END VENT AREA = R.O. AREA x 60% =VENT AREA PROPOSED: 10q'i �;TTIG 5Q. FT. ,4RE,4 REQU IR%D: 1/150TH 1053 SQ. IN. 1/300TH 52�1 SQ. IN. PROVIDE ,�T Er�VE: AREA, 5Q. [N. QUANTITY VENT TYPE AT SAVE LIN FT EAVE BLK OR V—NOTCHES N/,� STATUS N/,4 PROVIDE ,�T 3 FT ,ABOVE E,�VE: AREA, SQ. IN. QUANTITY VENT TYPE AT 3 FT ABOVE EAVE RODF JACKS (AT 50 5Q IN EACH} 1332 74 RIDGE VENTS PER LINEAL FT GABLE END YENTS PER 5Q FT 1332 TOTAL SQ. IN. 126% STATUS OK FOR 1/15oth EXISTING ROOFING REPLACEMENT Demo existing cedar shake roof areas. The ex rear shed dormer membrane to remain New 1l2" CDX Sheathing (or OSB) to replace 1x skip sheathing. New 15# Felt with dimensional composition shingles over. Ridges to have continuous ridge vents. NORTH ,� _; �i`�I 01l 1a00� �R�MI�IG P1.,�� a � I� D —� �� C p�-�-1 o ���� ����� ��� �il,(� ��iz�:���� �nn� �J L Ilvv���� ROOD YENTIL�TION �T NEW �nfl �TTIG #2 GONST�NTS: A.) 2 IN. DIAMETER BIRD BLOGK HOLES = 3.14 SQ. IN. I;A. 3 HOLES PER 2 FT BAY = 4-3/4 SQ. IN. PER /LIN. FT B.) 2-1/2 IN. V--NOTCH HOLES = 3 5Q. IN. PAGH 3 NOTCHES PER 2 FT BAY = 4-1/2 5Q. IN. P/ LIN. FT (SAME FOR 1 IN. CONTINUOUS VENT: BLOCKING BTWN RAFTERS FOR ROOF SHEAR PANEL NAILING 15 MOST RESTRICTIVE} C.) CONTINUOUS RIDGE VENT = 18 SQ. IN. VENT PER LINEAL FT D.) GABLE END VENT AREA = R.O. AREA x 60% =VENT AREA PROPOSED: 54 ,4TTIG SQ. FT. ,�RE,4 REQUIRED: 1/150TH 48 SQ. IN. PROVIDE ,4T E�;VE: AREA, 5Q. IN. QUANTITY VENT TYPE AT EAVE 48 10 LIN FT EAVE BLK OR V—NOTCHES 100% STATUS OK RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i Z 0 ww �� ;z a� C7 U � � Q a¢ �� er LL wo mw ¢� J W C? W LL r m 0 W U W H o a � a 0 O z a 0 6 w m v � � a Z W _• u� AA � Z Z _^ U , O O � U (� RJ O � W °' CC O W N a T � � ry/ {� Z I � Q U_ �^■ V ■ O 2 ''nn u, m �- r 0 U W U w u. O z U O dO ry � m r � �- r r �� vo s �� �� u� � p� � Z� w �' x 0� V `� x �� s �Q o � �� iA Q x w �o Q 3 � l2-�' REV1510NS 11 r/� r��2a�nlr� � ����� — BEVELED 2x6 GEDAR TOP GAP 36" HIGH MINIMUM OFF DEGK. ' ix3s AND 2x2 TOP RAIL -' 2x2 PICKETS � 5-1/2° OG MAX 4" C� CLEAR SP,�GE MAX 4" � CLEAR SPACE �' 4x4 POSTS AT 5' OG MAX✓ (2) 1/4" � THRU-BOLTS WITH GUT WASHERS INTO RIM AND ADJACENT JOIST. 2x P.T. � � j�'� �r-/�� X �, ��, P.T. GIRDER PER PLAN � �C'����� oF.f �1�ca��S � �� �� � i l z ,l x�. �p� � nI� Pfi �� �� �vfz-�t�1 �°� ��s�-� -♦-GUARD RAIL REQUIRED IF DEGK > 30" OFF GRADE. - DEGK ASSEMBLY: DECKING, 5PAGE 3/16" f2x P.T. JOISTS � 16"00 SIZE PER PLAN FLASH TOP OF LEDGER ----- _ , i P.T. 2x LEDGER 1/2" � LAGS c��2-." oc ,�J�� � SIMP50N J015T HANGER �0�,"�T SIMP50N `T= GONN. P.T. POST PER PLAN SIMP50N PB GONN. _ ,.- , � I�� .� -I - . I_ 4 � . � .. � _� •� � • ':' � : Q1 BEARING SOIL SIZE PER PLAN �i aer�i� SCALE � �l-� ; �I �Gf � � �� ������ �� ���� �l �� z�� �� ��-. �E� �-_�� �. h15� ��� �J GRADE (2) #4 BARS EA. WAY � �--`'o� � � �`�� ����I �I i� �� � E � � � �E��L� ���� �� ������. 2%��P��� � ��-i" /� � �r�� �� �M � r� �u L, %'G, yv � ix fi�� I �� ��� �� I . �L�-5 N �� ���-��2>I�� � � v� 'ly ���� , 3�v � r-r -� I -� .i - -.. ,ril _. . �x 2� �(� 1�F�o TYPICAL WALL: SIDING AS NOTED ON ELEVATIONS. 15# BUILDING PAPER OR WRAP. 15/32" GD?C PLYWOOD OR OSB 2x6 5TUJ75 AT i6" O.G. R-21 BATT INSULAT{ON, UNPAGED 1/2" GWB W]TH PVA SEALER --J 2x6 P.T. MUD5ILL WITH 5/8" Cp A. BOLTS � � FT O.G. - EMSED '7" M[N., 12" FROM ENDS, 3" x 3" x 1/�" WASHERS. AT PT WOOD USE CORROSION PROTECTED FASTENERS: I.E., ZMA?C, HOG, OR 55T300 4" C� DOWNSPOUT TIGHTLINE, — TIE INTO EX. WHERE AVAILABLE. 4" � PERFORATED PERIMETER DRAIN LINE IN FREE DRAINING GRAVEL, 1 GU. FT. PER LIN FT. COVER WITH FILTER FABRIC. -- DEPTH AS REQUIRED TO REACH NATIVE, UNDISTURBED, BEARING SOIL, BELOW THE FROST LINE. - SCALE �Z = 1'-0" _ Z � � -�� GRADE cA �L� �� v �E� -,�.�"5 TYPICAL FLOOR: UNDERLAYMENT PER FLOOR FfN15H 3/4" TAG UDLX SUBFLOOR, GLUE � NAIL .JOISTS PER PLAN, R-3� INSULATION. L���p �'� PER (��Y G�EDIT Studs shall not be any ' I� l� � �,�-� � � . smaller than walls (� � � G above. � �-�� � �_ I ; �� (2) �4 BARS - - - � #4 VERY. S,4R5 � 48"oc ,4LTERNATE STD HOOKS j �- ��F HORIZ. BARS � 18"oG 0 ��� 14" DET?�IL 6 MIL BLACK POLY V. 8. ON EARTH RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q z �� a � U � � F- � x �_ � � ��' Q �a �� �� �o m cci cn Q F �, (2.2�f- REVISIOIVS 12 SCALE 2 � i � P��cr-I 2�� � � �-�' ij�c. ���zll i���12`� � ������ IZ �� 5G,4LE l�� = 1'�O" � ���� � � o M.�>�-I Zd �1-}�. ! r�f�iz�A�S � I v� -�-'��, . � �� ��� �� F�-1", �h'�� .. 2Xc� �z � Z`�' �'� � �� �, HT ��� G �� �����P�o���r�M� ��-�c�IJ� �����D� 2�� f'i"�v� �L �o�° ��' , ���"�� _ �i"��v ���� �� �� �-ZI � �r�����i� - �� 1,+ 1 1 l ' `�� L I� � �'�. O i� I I � � � _ �a� .� �� ��-�' . 1021I �a� CG � ��� � � `��� �— ' G� � 2�¢-II � L ������ � �I� � ���/� ����� 1 j� �'� �- _ � � �� � ��� � �� � ����'� �b LX. ��� e- I, ����'��i�-lam ��,� ,;,�'` �� \ I� �����i���%ZI ��I�`�=€�� L.�11..,, 4 �C� GJr'�'��i'`v`'G ' `ram 1.�n _ G� �� � �� � � �-�I��,— .�� � �� ��) l� d Batt insulation shall be installed per manufactures specs and not be in contact with concrete walls. ���" _ ��� �7�T�1L ��� !�� ca �j��G v � ,� _.-- IX �a�� .� Ix�-��ls/�''�,��r� ��� � 8� DET?�IL 5G,4LE ,ram �l � ��u� I � � � ���'� � RECEIVED Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z ��_ �° x� ~~ �z �- a �a �� �� � wo GD ¢ h 3 J 0 m 0 U lil O � NO •� R n o ru v m z 0 a "1 1L� � N AA O z .Z Q � �- ` U a L\. (� O � ,11-,1 � W [� o � iL- i- N_ O T � � w � a� ��� U � o � a m r 0 U s 0 z w U O d �-r 2.z� REVISIONS 13 --r v1 ' � r-, .�vr -T .� REFI:RENG� NOiZTH �y, I /�_�. �� `�� CJ i.��t`.II��ED I�� y� ��I�I�� �)CISTI�IG $�5�1���T �'L,�l� z U w z J Z a 3 0 w U L,�TER>�L $R,�GE17 W,�LL �'�NELS "$WP" , PER IRG R602.10 CATEGORY D2, SO MPH WIND SPEED BRACED WALL P�4NEL5 ACRE IDENTIFIED ON PLP�NS AS "$1NP" i. BRACED WALL L1NE5 MUST BE NO MORE THAN 25 FEET APART OR 35 FEET FOR A SINGLE RDOM UP TO 900 SQUARE FEET. PANELS IN �. BRACED WhLL LINE SHALL NOT BE OFFSET FROM EACH OTHER MORE. THAN FOUR FEET. 2 PANEL EDGES SHALL BE NO MORE THAN 20 FEET APART. PANELS SHALL START WITHIN 10 FEET FROM AN END OF A BRACED WALL LINE. IF A PANEL DOES NOT START AT A BUILDING CORNER, THE CLOSEST PANEL EDGE TO THE CORNER SHALL HAVE AN 1800 LB RATED HOLD DOWN CONNECTED TO DOUBLE STUDS. 5. BRACED PANELS SHALL BE A M!N]MUM OF FOUR FEET LONG, COVERING THREE STUD SPACES WITH STUDS AT 16" OG, AND WITH 15/32" GDX PLYWD NAILED 8d � b" OG EDGES AND 12" OG FIELD. MAXIMUM HEIGHT 15 10 FEET. . ALL VERTICAL JOINTS of PANEL SHEATHING SHALL OGGUR oVER STUDS. HORIZONTAL JOINTS SHALL HAVE 2X BLOCKING BETWEEN STUDS. 5. SOLE PLP.TES SHALL BE NAILED TO FLOOR FRAMING WITH (3) 1bd PER 1b" AND TOP PLATES 1bd o 1b" OG, LAP TOP PLANE SPLICES FOUR FEET WITH (8) 1 bd AT EACH SIDE OF SPLICE AND PROVIDE RIM JOIST OR BLOCKING WHERE FLOOR JOISTS ARE PERPENDICULAR TO PANEL. 6. MUDSILL SHALL BE BOLTED TO FOUNDATION WITH 1/2" DIAMETER X 10" LONG ANGWOR BOLTS AT LESS THAN b FT OG, WITHIN 12" OF ENDS, AND EMBED 7" MIN. INTO GONG. FOUNDATION. RETROFIT ANCHOR BOLTS SHALL BE �z " DIAMETER KWIK BOLT II WITH MEN 4-1/2" EMBEDMENT OR THREADED ROD IN 'SET' EPDXY. >�LTERN?�TE $R,4GEn W>�LL P�hIELS ",�$W" �.,r�J PER IRG R602.10.b ONE STORY BUILDING ALTERNATE BR,�GED YVALL PANELS ARE IDENTIFIED ON PL�4N5 ,45 "A{$W" i. ALTERNATE BWP SHALL BE A MINIMUM OF 32 INGHES LONG AND LESS THAN 9 FEET HIGH, OR 34 INGHES LONG WITH A MAXIMUM WALL HEIGHT OF 10 FEET. PANEL TO BE SHEATHED WITH 15/32" GDX PLYWOOD NAILED 8d [s� b" OG EDGES AND 12" OG FIELD. 2. ALTERNATE BRACED WALL LINES SHALL NOT BE OFFSET FROM EACH OTHER MORE THAN FOUR FEET AND SHALL START WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE. AND BE NO MORE THAN 25 FT APART, OR 35 FT APART WITH A SINGLE ROOM UP TO 900 SQUARE FEET. �. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OGGUR OVER STUDS. HORIZONTAL JOINTS SHALL HAVE 2X BLOCKING BTWN STUDS. �. SOLE PLATES SHALL BE NAILED TO FLOOR FRAMING WITH (3) 16d PER 16" AND TOP PLATES 16d C� 1 b" OG. 5. MUDSILL SHALL BE BOLTED TO FOUNDATION WITH A MINIMUM OF TWD 1/2" 'DIAMETER X 10" LONG ANCHOR BOLTS PLACED AT PANEL QUARTER POINTS, AND EMBED �" MIN. INTO GONG. FOUNDATION. RETROFIT ANCHOR BOLTS SHALL BE %z "DIAMETER KWIK-BOLT II WITH MIN 5" EMBEDMENT. b. A TIE -DOWN DEVICE, WITH UPLIFT CAPACITY OF 1800 LBS: SIMPSON STHD 10 (RJ}, SHALL BE PLAG,ED AT EACH END PER MANUFACTURER'S RECOMMENDATIONS. NAIL TO DOUBLE 2X STUDS IN WALL ABOYE. �d(Z NFL �C �I✓ 5 bs ��tl � � I l�b� b od �ti �Ep � � } F-�l I t� yif Ifil-i �� � � - FdIN.3,o WOOD STRUCURAL PP.NEL — SHEAT:-LING ON ONE FACE MIN. 2 X4 FRAMING MIN. — OOUBL'- STUDS REQUIRED. (2) HOLD-DOL'�t•1 OR (2) STRAP -TYPE ANCHORS PER TABLE R602.10.6.1 (0 OF EACH SHOYw'N FOR CLARITY). STROP IYP E ANCHO RS SH¢LL BE PERRSIiTED TO BEATTACt{ED OVER THE Yv�OD STRUCTURAL PAPIEL PAtdEL1{UST BE ATTACHED TO CONCRETE FOOTING OR CONCRETE FOUNDATION WP.LL iONTINUOUS OVER BRACED WALLUPJE PANEL LENGTH PER TABLE R60210.5 ' � ' n ' �'� ' °" - � 2 r '� .. L � . FOR PANEL SPLICE (IF P.fEEDED} ADJOINING PANEL EDGES SHALLJdEET OVERAAJD BE FASTEN'cDTO COIdI.ION F Rkld IAIG 8D COJ.I{,ION OR GALV. BOX NAILS @ 6" O.C. AT -PANEL EDGES. FOR SIPlGLE STORY AAJD @ � O.C. PAPIEL EDGES FOR THE FIRST OF 2 STORIES STUDS UnJDER HEADER AS REQUIRED 8p COIdLION OR GALV. BOX NAILS aQ 12' Q.C. AT INTERIOR SUPPORTS t�11N. REINFORCING OF FOUNDATION. OPIE �S BAR TOP Ai'JD BOTTOM, LAP BARS i5'hJlNlt.{U(A. (2) 112' DIAJdETERANCHOR —� � . IAINftlUhl FOOTIIJG SIZE UNDER BOLTS LOCATED BETYYEEAI OPENING JS 12- X 12".A TURNED-DO:'YAI 6" AIJD 12' OF EACH EP�ID OF 9CA6 SHALL BE PER6{ITTED AT DOOR THE SEGhIENT OPEPJINGS. �LTERI�,�T� $R,�GEfl W,�LL P,���1. RECEIVED -METHOD.ABW FIGUE E�6Q2.10.6.1 NO SCALE Mar 14 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � Z O wW �U' sz �� o= a �¢ F� LL !1J O mW � ¢� rn � v o Oa 0 O a 0 � w r �_ a nn �_ s<-i Q z (f } Q ` U 2 0 Q K w 0 � � W N � � x z y� � 1 � N ` � N ■ !� U V• � o s� (i n}. JJ- a �, U LL 0 �- U O 0 �N r m r �� �� Q- � r N O � ._ ``�� V � }- O z �W w� p� � �� U O� d 1} �s z l _ tQ— {R. r �3 z �Q � lIS �m m 3- 12 Z� REVISIONS N n m J �� O m � T G c� '^1' �O< � D�� � Azo � rn mtno N - �Ao ON �� � rn v rn x N �. Z 4� �it A N r 0 0 70 -� r z m � fn �.' �1 O �`�^M�\ V V r4{R0`• V �� 1�I °1�I- c3 h� ,ALBERT H. GOHEN nE51GN GOMP�NYp.S. 330 DAYTON STREET SUITE b EDMONDS, YV,� 98020 ALBERT HlLTON GOHEN, ARGHITEGT TEL (425) "!"f6-"f3"13 SGHUL�R R�SIn��iG� y35 G�45PER5 5T. EDMONaS. Wf� 98020 DOCUMENT OF SERVICE - COPYRIGHT ©AHC 2024 •UNAUTHORIZED REPRODUCTION OR U5E ES PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGISTERER ALBERT H. CO�iEN STATE OF WASHINGTON o � m � T G c� '^1' �O< � D�� � T AZm � , ■, � � � � mtno N �Ao O �� � rn v �� m < <— o Z rn x N z 4� N rn n 0 z d r 0 0 A -o r z �� �LSERT H. GOHEN DE51GN GOMP,4NYp.5. 330 D,4YTON STREET 5L}{TE b EDMONDS, ►NPR G8020 ALE3�RT HILTDN GOHEN, ARGHITEGT TEL (425} �76-7313 z Q 5496 REGISTERED SGH U LER RE5117EN GE AR IT 'i35 GASPERS ST. EDMONDS. W,h 98020 ALE H. CONEN STATE OF WASHINGTON DOCUMENT OFSERVICE - COPYRIGHT O AHC 2624 -UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED ANp PROTECTED BY FEDERAL LAW.