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APPROVED BLD2023-0157+Architectural_Plan+2.8.2023_11.16.37_AM+3358483PAGE/DEVI BALCONY DECKS REPAIR Edmonds Ed I Driftwood f t Dayton St Edmonds Library S Meple Sf 4> S m s p Alder st M Walnut St Beck t_n 4P 509 6th Ave S, ' Edmonds, WA 90020 Shelleberger Creek Holly Or Cedar St x _ m Spruce St Barkada Edmonds > i Edmonds C City'Park Harvey Homes NVV Laurel St St Pine St Pine Street Playfleld r co (104 0 n Fir St PINE PARK NEIGHBORHOOD E;ni St VICINITY MAP (NTS) City Of Edmonds Building Department Work DECK REPAIRS Address 509 6TH AVE S Owner ; DEVI/PAGE ----------------------------------------------- 1------------------------------------------- Approved Date ; 02/10/2023 ------------------------ Building Official El-�t, ----------------- Permit Number BLD2023-0157 REVISIONS Building Department REV1 REV2 REV3 REV4 REV5 "a. tti � y i GOOGLE MAPS VIEW (NTS) ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED • The following documentation shall be available on site for the building inspector: ❑ COE APPROVED ARCHITECTURAL PLAN SET ❑x COE APPROVED STRUCTURAL PLAN SET COE REVIEWED CALCULATION PACKET ! ❑ ENERGY CREDIT WORKSHEET ■ ❑ SITE PLAN ❑ CIVIL PLAN .F-1 :F ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 PLANS MUST BE ON JOB SITE 1 1 1 1 A�P,ans When Youit ladTem Electrical Meter Footing Drainage, Tight Line Scape Drainage Gas Meter Pro i Q/ W F w N v,' ) Q oW V > V/ E O W V/ Property Line E Sys) SV9 60 w 12' 3 _w / 19'-6"� ° 0 U) 3 a �W 'GOM GOM r GOM GOM GAS E., GA5 E OAS 1-��,r GAS E GA5 E GAS w I 22'-6" I a L — Line of Wall 31'-6" G w I Line of Wall vi Roof Drain, 99, Tightlineto --� Storm Water L6.6,�4'-6"� r— II 196" Line of Wall '- II Line SAN SAN WI_ ► 0 v 31'-6" 1< Eaves Line 9'-6" House 11111114:. a a Roof Drain, Tightline to Storm Water PrODerty Line Eaves Liner I I _ t8l _ — — — — —Eaves Line 13 Z 39' < 4 Concrete GAS GAS GAS (22' N 22' Gas Utility Easement N 2 49 —� yP� 60' P� h o" Holly Dr SAN Land: 5940 SF 509 6th Ave S Edmonds, WA 98020, USA House: 1990 SF scale: 1 ": 10' PROJECT: Page/Devi Garage - Drywall Repair Project Description: Repair of water damaged posts, studs, joists and structural membrane beneath stairs of upper floor deck. See page S-1 for structural engineering. Improve slope of both decks. Waterproof both upper floor deck and rooftop deck. No repairs needed for rooftop deck. Homeowner: Sandhya Devi & Sherman Page Phone: 713-304-1470 ADDRESS: 509 6th Ave S Edmonds, WA 98020 CODES USED: IBC 2018, I RC, 2018 PARCEL:27032500220700 LEGAL DESCRIPTION: Section 25 Township 27 Range 03 Quarter NW LOT 2 OF CITY OF ED SP S-2005-45 REC AFN 200608235004 SETBACKS & STANDARDS: MINIMUM STREET SETBACK: 20' MINIMUM SIDE SETBACK: 5' MINIMUM REAR SETBACK: 15' MAXIMUM HEIGHT: 25' LOT AREA & LOT COVERAGE: MINIMUM LOT AREA: 6,000 ACTUAL LOT AREA: 5,663 LOT COVERAGE: 2006 LOT COVERAGE PERCENTAGE: 35% MAXIMUM COVERAGE: 35% SHEET INDEX LABEL TITLE Al-0 COVER/PROJECT DATA SHEET A2.0 GENERAL NOTES A3.0 FRAMING & FOUNDATION PLANS A4.0 SECTION/ELEVATION VIEWS S-1 ENGINEERING LEGEND AS-B U I LT - AREA TO BE ALTERED L _E — E — E — ELECTRICAL SERVICE LINE COM— COM TELEPHONE SERVICE LINE W — W — w — WATER SERVICE LINE GAS — GAS GAS SERVICE LINE SAN — SAN SANITARY SEWER SERVICE LINE Zone Corner Flag _ Setbacks: Required Actual Front Sides Rear Other Height RECEIVED Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 ZQC:) O>0'� �U1QM VOLA� I W O cV V LLr) (_0 LEI a - a d y I- C) I— V LU O I- W Ile- w i LU Ile- ~ O=W L.0 W = vr ' tA C� CL fa E L � O N CD O cc C) tA Q Cn W fa >1 Ile- = _00 W O c 61 E ol: MO-0 a V) Ln LLI PERMIT SET DATE: 2/8/2023 PAGE SIZE: 24x36 SCALE: 1/4" = 1'-0" SHEET: Al nO E r� 0 GENERAL NOTES ZQ� 0 o CODES: ICC (WITH WASHINGTON STATE AMENDMENTS)* GENERAL CONSTRUCTION NOTES: SITE CONSTRUCTION NOTES MECHANICAL WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND EMERGENCY EGRESS EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPERABLE EMERGENCY ESCAPE AND Q >Q M — IRC FOR ONE AND TWO FAMILY DWELLINGS FOR 2018 EDITION* IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED DIRECT OUTSIDE COMBUSTION AIR PER CODE AND MANUFACTURE'S SPECIFICATIONS. RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR O LA r�- IBC 2018 EDITION* UNDER DESIGN LOADS' OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. IF APPLIANCE IS IN LINE OF VEHICLE TRAFFIC, PROVIDE A 3" OPENING OF 5.7 SQ. FT MIN. CLEAR HEIGHT OF 24" MIN. CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE CV G C WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS 2018 EDITION (WSEC) ALL FOOTINGS SHALL EXTENDED TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED. NATIVE SOIL. CONIC FILLED STEEL BOLLARD. INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GROUND FLOOR OPENINGS MAY HAVE NET CLEAR MIN. OPENING OF W z N DESIGN LOADS SOIL BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER AIR DUCT PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPERS. 5.OSQ FT. = LU O ROOF:25 PSF (SNOW) EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PCF FOR DUCTING TO MEET MECHANICAL STDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL SMOKE ALARMS AND CARBON MONOXIDE ALARMS CHANGED TO REFLECT R314.4 (J U Q FLOORSAO PSF CANTILEVER RETAINING WALLS. DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURE'S DATA ON EQUIPMENT EFFICIENCY FOR PER IRC, R314.3. (1)SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING AREA, (2)OUTSIDE EACH SEPARATE L W SLEEPING ROOMS AND HABITABLE ATTICS:30 PSF CONCRETE BUILDING DEPARTMENT REVIEW. SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, (3)ON EACH ADDITIONAL STORY OF THE ATTIC WITH LIGHT STORAGE: 20 PSF 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, WHERE PLACEMENT IS EXPOSED TO WEATHER, GARAGE BATHROOMS, LAUNDRY ROOMS, KITCHEN AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. IN DWELLINGS WITH SPLIT LEVELS AND WITHOUT AN ATTIC WITHOUT STORAGE: 10 PSF AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R 4022.). DUCTING TO EXTERIOR, WITH A BACK DRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER HOUR. INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL STAIRS: THE GREATER OF 60 PSF OR CONCENTRATED 2500 PSI MINIMUM AT OTHER CONCRETE. NOT EXPOSED TO WEATHER. DRYER EQUIVALENT EXHAUST DUCT LENGTH IS TO BE POSTED WITHIN 6 FT. OF DUCT CONNECTION. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY LOAD OF 300 LBS PER 4 SQUARE INCHES EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LESS THAN 5% OR MORE THAN 7% MIX REQUIREMENTS: RANGE HOODS IN EXCESS OF 400 CFM SHALL HAVE AUTO -CONTROLLED OUTSIDE MAKE-UP AIR. BELOW THE UPPER LEVEL. (4) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM DECKS AND BALCONIES 60 PSF 5-1/2 SACK CEMENT PER CU YD. WITH MAXIMUM OF 6 GAL WATER PER SACK MAXIMUM SLUMP 4" MAXIMUM VENTILATION AND ACCESS THE DOOR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT 0 GUARD AND HANDRAILS: HORIZ 200# PT. LOAD AT TOP AGGREGATE SIZE 1-1/2" VENTILATE CRAWL SPACES AND OVER HANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 SQ.FT. NET CLEAR AREA PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. a `� GUARDRAIL IN -FULL COMPONENTS: 50LBS PER SQ FT REINFORCING STEEL ASTM A-615 GRADE 40 FOR EACH 300 SQ. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF LEAST PER IRC, R314.4 WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL ' BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.0) POST FOOTINGS (UON), CENTER ALL. 2 INCH PLINTHS ADJACENT SLABS. 8 INCH PLINTHS AT OPEN EARTH (6 INCH IF TWO OPPOSITE SIDES AND ONE OPENING WITHIN SQ FT. OF EVERY CORNER. COVER WITH 1/4" CORROSION -RESISTANT WIRE DWELLING UNIT IN ACCORDANCE WITH R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2 POST IS PRESSURE TREATED), AND INSTALL SILL. PLATES AT LEAST 6 INCHES ABOVE FINISHED GRADE OR 2 INCHES MESH AT CRAWL SPACE OPENINGS. FRAMING LUMBER: ABOVE SLABS. CRAWL ACCESS: 18" X 24" MIN. CLEAR ACCESS THROUGH FLOOR OR 16" X24" THROUGH WALL TO UNDER FLOOR AREA. MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUALDWELLING MEETS REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL DAMP- PROOF EXTERIOR OF BASEMENT WALLS AND WALL S RETAINING EARTH ADJACENT. CRAWLSPACES WITH TWO VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO 1/150TH OF ATTIC AREA, EXCEPT THE NET AREA MAY BE1/300TH, UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED L) LUMBER. BEAR STAMP OF WWPA. COATS OF ASPHALTIC EMULSION U.O.N. PROVIDED 50% TO 80% IS 36" ABOVE EAVES,WITH THE BALANCE IN THE EAVES. ATTIC ACCESS:BUILDINGS WITH COMBUSTIBLE WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. EXCEPTION: T MINIMUM DIMENSIONAL LUMBER GRADES TO BE: INSTALL STEEL REINFORCING PER A.C.1 STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BAR WITH A MIN. OF CEILING OF ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF INTERCONNECTIONS OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR WALL STUDS, 2X, 3X HF "STUD GRADE" 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER IS 3" TO EARTH. 2" TO WETHER, 1" TO OTHER. 30"OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQ FT. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF REPAIRS DO NOT RESULT IN REMOVAL OF INTERIOR WALL OR CEILING FINISHED EXPOSING THE STRUCTURE WALL PLATES 2X, 3X HF STANDARD GRADE U.N.O. ANCHOR BOLTS TO BE EMBEDDED A MINIMUM OF 7 INCHES, 4' OC, U.N.O. TWO BOLTS MIN. PER PLATE. PLACE THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. UNLESS THERE IS AN ATTIC, CRAWL SPACE OF BASEMENT THAT IS AVAILABLE THAT COULD PROVIDE ACCESS FOR o JOISTS 2X6 HF #2 WITHIN 12" FROM ENDS BUT NOT LESS THAN 7 DIAMETERS TO END. INTERCONNECTION WITH OUT THE REMOVAL OF INTERIOR FINISHES. JOISTS 2X8 AND UP DF #2 NEW FOOTING SHALL EXTENDED TO A DEPTH THAT WILL NOT IMPOSE LOADS ON NEW OR EXISTING BASEMENT OR ELECTRICAL PER R314.5 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU BEAMS AND HEADERS 6X DF #2 RETAINING WALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS. ALL ELECTRICAL SYSTEMS, LIGHTING, APPLIANCE AND OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH OF SMOKE ALARMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND IN THE IMMEDIATE BEAMS AND HEADERS,4X DF #2 WWPA THE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL INTERSECTIONS WITH A MINIMUM OF TWO # 4 PINS AT CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE INTERNATIONAL MECHANICAL CODE. ALL FIXTURES SELECTED VICINITY OF SLEEPING AREAS, AND ON EACH LEVEL POSTS. 4X, 6X DF #2 U.N.O. FOOTING AND TWO #4 PINS AT WALL EMBED PINS 4 INCHES MINIMUM IN EPDXY GROUT. BY OTHERS. LUMBER NOT NOTED HERE DF #2 U.N.O. LUMBER VERIFY APPLIANCE AND MECHANICAL EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS AND LOCATIONS PRIOR TO START CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF SLEEPING AREAS, FRAMING LUMBER TO BE KILN DRIED TO 19% MOISTURE CONTENT. GRADED PER STD. GRADING RULES PER W.C.L.IB. OF WORK. ELECTRICAL CONTRACTOR SHALL ELEVATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL AND ON EACH LEVEL. TJI TrusJoist: Use Weyerhaeuer product or approved equivalent TJ1110, TJ1210, TJ1230, TJ1360, and TJI 560 CR W.W.P.A.AS APPLICABLE PROVIDED GRADE AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES, AND DESIGN SERVICE. SECURITY RECEIVED Featuring silent floorjoist for residential applications. Use tables per manufacturer recommendations for LOAD CHART A MINIMUM OF 75% OF ALL INTERIOR LUMINARIES INSTALLED, SHALL BE HIGH EFFICIENCY LUMINARIES WHOSE LAMPS PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS Feb 08 2023 structural applications criterion. MANUFACTURE WARNING: JOISTS ARE UNSTABLE UNTIL BRACED SILL PLATES, DECK SUB- STRUCTURES. POSTS AND BEAMS PROVIDE A MINIMUM EFFICIENCY AS FOLLOWS: OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. CITY OF EDMONDS LATERALLY bracing includes: blocking, hangers, rim board, sheathing, rim joist and trust lines. EXPOSED TO WEATHER AND WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS PROVIDE AN OBSERVATION PORT @ 54"-66" ABOVE THE FLOOR AT SOLID, UNGLAZED ENTRY DOORS. °EVELOPMENT o PARTMENRVICES recommendations assumed composite action. PRESERVATIVE. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS. GARAGE / DWELLING SEPARATION Parallam PSL:Substitution of glue laminated wood member with a PSL is allowed when using the same GLU- LAM BEAMS SHALL BEAR AN A.I.T.0 INSPECTION STAMP 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIRE TAPED 1/21, GWB APPLIED TO THE GARAGE SIDE OF dimensions of beam or column or bigger. Use 2.0E Parallam (Fb = 2900 psi, Fc11=2900 psi, Fc?=750 psi, FRAMING. ALL PERMANENTLY MOUNTED OUTDOOR LIGHTING SHALL BE HIGH EFFICIENCY LUMINARIES WHOSE LAMPS PROVIDE A ALL DWELLING'S LIVING, ATTIC AND CRAWL SPACES. BLD2023-0157 E=2.0x106 psi) for headers and beams. Use 1.8E Parallam (Fb COLUMNS AND POSTS SHALL BE FRAMED TO TRUE AND BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM MINIMUM EFFICIENCY AS NOTED ABOVE, OR SHALL BE NON EFFICIENCY LUMINARIES CONTROLLED BY A MOTION SENSOR(S) DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, SOLID CORE, AND TIGHT FITTING. = 2400 psi, Fc11=2500 psi, Fc?=750 psi, E=1.8x106 psi) for columns (minimum). TO PREVENT UPLIFT AND DISPLACEMENT. WITH INTEGRAL PHOTO CONTROL PHOTO SENSOR. GARAGE CEILINGS COMPOSED OF 2X+ SOLID- SAWN JOISTS AND SUPPORTING HABITABLE SPACE ABOVE, SHALL Microllam LVL:substitution of joists with a LVL is allowed when using the same dimensions of joists. Use PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS AND PROVIDE TEMPORARY BRACING AS REQUIRED LINEAR FLUORESCENT FIXTURES SHALL BE FITTED WITH T-8 OR SIMILAR LAMPS. HAVE ONE LAYER OF FIRE TAPED 5/8" TYPE "X" GWB. ALL GARAGE POST, BEAMS, SUPPORTING HABITABLE SPACE 1.9E Microllam (Fb = 2600 psi, Fc11=2510 psi, Fc?=750 psi, E=1.9x106 psi). UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. INSTALL FIXTURES. SWITCHES AND OUTLETS IN ACCORDANCE WITH THE FOLLOWING TABLE ALL HEIGHTS LISTED SHALL BE ABOVE SHALL HAVE 2 LAYERS OF FIRE TAPED 1/2". TYPE "X" GWB MIN. UJ MASONRY PROVIDE A MINIMUM JOIST BREAKING OF 1-1/2" ON WOOD, 3'' ON CONCRETE. WOOD ENTERING CONCRETE OR MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE FIXTURE OUTLET UNLESS NOTED OTHERWISE: AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE MINIMUM OR HAVE AN APPROVED DAMPER MORTAR: TYPE S. 1 PC. 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END. EXTERIOR LIGHTS FIXTURES 72" O BEAMS SHALL HAVE A CONTINUED HEADER WITH TWO PIECES,16" O.C. ALONG EACH SIDE, FASTNERS 16D (31/2 X TYPICAL WALL OUTLETS 12" FIREPLACES / STOVES (APPLIES ONLY TO SOLID FUEL APPLIANCES) Z GENERAL NOTES 0.135") PER IRC table R602.3 (1) item 10 TYPICAL WALL SWITCHES 44'' CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER 10 FEET. BELOW BERING PARTITIONS PERPENDICULAR TO JOIST ABOVE COUNTER OUTLETS AT KITCHENS 44" ALL FIREPLACES SHALL HAVE AN OUTSIDE SOURCE OF COMBUSTION AIR DUCTED DIRECTLY TO THE FIRE BOX. THE J SPECIFICATIONS SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF AND RAFTERS AT SUPPORT. DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT ABOVE COUNTER OUTLETS AT UTILITY ROOMS 44" DUCT SHALL HAVE A MINIMUM NET AREA OF 6 SQUARE INCHES AND SHALL BE TIGHTLY FITTING FLUE DAMPER Q APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL OVERHANGING FLOORS. ABOVE COUNTER OUTLETS AT LAVATORIES AND BATHS 40'' INSTALLED WITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC CONTROL. ALL OPENINGS SHALL BE PROVIDED COMPONENTS, THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES FIRESTOP AND DRAFT STOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS. WALL OUTLETS FOR MICROWAVE, RANGE HOODS ETC.PER MPGR. WITH TIGHTLY FITTING GLASS OR METAL DOOR. J w AMBIGUITIES OR OMISSIONS IN THE PLANS. FLOORS, AND ATTIC, PROVIDE VERTICAL FIRESTOPS AT 10' HORIZONTAL INTERVALS AT WALL FURRING VOIDS. SMOKE DETECTORS PER MFGR PREFABRICATED METAL FIREPLACES: WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE. DETAILS TAKE PRECEDENCE OVER FIRESTOP TOP BOTTOM AND SIDES OF STAIRS WITH 2X NOMINAL LUMBER. WALL OUTLETS AT SERVICE AREAS 48" METAL FIREPLACES SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE WITH CONDITIONS OF APPROVAL OR PLAN AND ELEVATION VIEWS. METAL CONNECTORS DOOR DETECTORS PER MFGR THE MANUFACTURES INSTALLATION PROCEDURES AND SHALL COMPLY WITH WSBC STANDARD 41004.1.1 FACTORY W W ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED ALL METAL CONNECTORS SHALL BE SIMPSON OR AN APPROVED EQUIVALENT. DOOR CHIMES FROM CEILING. 12" BUILT CHIMNEYS SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE WITH CONDITIONS OF APPROVAL OR THE N INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT FRAME NAILING SHALL COMPLY WITH IBC/ IRC R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING PLANS OR PUSH BUTTONS 44" MANUFACTURERS PROCEDURES AND SHALL COMPLY WITH SECTION R1005 OF THE IRC. CODE IN FORCE AND ALL APPLICABLE LOCAL CODES, WHICH TAKE PRECEDENCE OVER NOTES, SHEAR WALL SCHEDULE ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. THERMOSTATS 60" FIRE BLOCKING, SPECIFICATIONS AND DRAWINGS. USE CUT WASHERS AT BOLTED CONNECTIONS. ANCHOR BOLT WASHERS TO BE SQUARE 3" X 3" 1/4".CONNECTORS LIGHTS BARS OVER VANITIES 84" FIRE BLOCKING SHALL BE INSTALLED AT OPENING BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED, THE PROCEDURE SHALL BE PREFORMED EXPOSED TO WEATHER SHALL BE GALVANIZED WITH CORROSION- RESISTANT FASTENERS. STEP LIGHTS ABOVE SKIRT BOARD 6" BUILT CHIMNEYS, AND IN OPENINGS AROUND FIREPLACES AND CHIMNEYS AT CEILING AND FLOOR LEVELS PER IRC TO STANDARD CONSTRUCTION PRACTICES. AC CD TREATED WOOD ( ALKALINE COPPER QUAT) REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND PLUMBING SECTION R 1003.19 UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS.THE PLOT PLAN WAS DRAWN FROM HARDWARE SUCH AS SIMPSON "ZMAX' OR HDG (HOT DIPPED GALVANIZED) OR SST300 ( STAINLESS STEEL). PLUMBING CONTRACTOR SHALL SIZE ALL LINES VENTS AIR GAPS, AND CLEAN -OUTS PER CODE. GENERAL. SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY THE PLYWOOD AND DIAPHRAGM NAILING. FLOW RATES TO COMPLY WITH WAC 51-46 SECTIONS 407.2 and 408.2 TOILETS: 1.6 GPF (MAX), SHOWERS: 205 GPM (MAX), CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR OBTAINING A PROFESSIONAL SURVEY TO ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING STAMP OF APA AND NAIL PER IBC/ IRC (602.3.(1).(2). LAVATORIES/FAUCT: 2.5 GPM (MAX) DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL PROVIDE DIAPHRAGM SHEATHING, U.N.O, HOT WATER TANK SHALL BE SIZED BY INDUSTRY STDS FOR PROPOSED USE AND BE LABELED NAECA APPROVED. NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION OF FLOOR: 3/4" T&G CD-EXT-APA PLYWOOD WITH EXT GLUE, PL: 32/16. GLUE AND NAIL 10 d AT 6" O.C. EDGES, 10" O.C. HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) SEISMIC STRAPS SECURED TO STUDS, EXPANSION TANK, AND A PRESSURE ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING FIELD. RELIEF VALVE (PLUMBED TO EXTERIOR). ENERGY CODE NOTES JURISDICTION. ROOF SHEATHING: SHALL BE 15/32" C-D-INT-APA PLYWOOD WITH EXTERIOR GLUE, PI: 24/0, OR 7/16" OSB NAIL 8d MOISTURE CONTROL This residential unit shall comply with the 51-11 R WAC, 2018 WSEC with State Amendments. The following items shall � THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS. WALLS AT 6" C.C. PANEL EDGES 12" O.C. FIELD. SHOWERS SHALL HAVE A NON -ABSORBENT SURFACE TO A HEIGHT OF 72 INCHES ABOVE FLOOR. apply to this project. For entire list of energy code inspection requirements, see 2018 WSEC SINGLE FAMILY i2L AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS SAFETY GLAZING PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOWERS COMPLIANCE CHECKLIST. C TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT, WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE All relevant envelope and fenestration elements of project shall comply w/ table below per 2018 WSEC. M E THE CONTRACTOR SHALL VERIFY ALL DOOR & WINDOW ROUGH OPENING DIMENSIONS WITH GLAZING IN DOORS, GLAZING WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS.> 9SQ. FT. WHEN LESS THAN 18" ACCESSORIES. EXHAUST FANS i MANUFACTURER PRIOR TO CONSTRUCTION. ABOVE A WALING SURFACE, PER IBC/IRC R308.4. ATTIC AND CRAWL SPACES ACCESS PANELS SHALL BE WEATHERS STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE Intermittent /Continuous N ALL FRAMING ANCHORS, HOLDOWNS, & SHEARWALLS SHALL BE INSPECTED PRIOR TO COVERING. SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY MARKED PER IBC/IRC R308.1. INSULATION ON THE SURROUNDING SURFACES. SEAL AROUND SOLE PLATES, WIRING, PLUMBING, DUCTS RIM JOISTS, MUD Kitchen fan 100 CFM / 25 CFM � CD ALL GLAZING TO COMPLY WITH WSEC. SKYLIGHTS SILLS FLUES, LIGHT FIXTURES AND EXTERIOR WALL STUD PENETRATIONS. PROVIDED A 6 MIL BLACK POLY GROUND COVER AT Bathroom fan 65 CFM / 20 CFM WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN GLAZING SHALL BE INSULATED FULLY TEMPERED (TOP), LAMINATED GLASS (BOTTOM). PROVIDE A MINIMUM 4'' CURB ALL CRAWL. SPACES. del p INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDE. THE UNIT SHALL HAVE A BATH SAFETY Laundry fan 65 CFM / 20 CFM MANUFACTURER FOR EACH WINDOW. CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FINISH AND FLARE HINGED SHOWER DOORS SHALL OPEN OUTWARD DOORS AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR WHOLE HOUSE FAN a N N CAULK OR WEATHER-STRIP ALL JOINTS AND PENETRATIONS TO HEATING SPACES. WELL TO CEILING PER PLANS. LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAMINATED. Whole house fan Continuous Operation ONLY 90 CFM bedrooms, SF) cG > V 0 Q APPROVED NUMBERS (ADDRESS) SHALL BE PROVIDED IN A POSITION TO BE PLAINLY VISIBLE AND TRUSSES FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS PER (2-4 <4000 W � 0 LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST PRE- FABRICATED TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN PLAN, CAPABLE OF SUPPORTING A 300 LB. IMPACT LOAD. Whole house fan must be minimum Sone rating of 1.0 or g � >1 WITH THEIR BACKGROUND. AND SHALL BE A MINIMUM OF 4 INCHES. ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWING WITH ENGINEER'S SEAL FOR INSULATION R-VALUES AND INSTALATION: lower. and must be labeled Whole House Ventilation and iV Q0 O EGRESS DOORS SHALL BE READILY OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURE OR BY A QUALITY CEILINGS: R -49 must be listed and labeled for continuous use. O a) EFFORT. FABRICATIONS COUNCIL. ALL BAFFLES SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 1"CLEAR SPACE ABOVE INSULATION MECHANICAL M O -0 a C/') Ln LU OUTDOOR LIGHTING R502.1.1.4 ADDITIONS: NEW LIGHTING SYSTEMS THAT ARE PART OF THE ADDITION CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION. ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 6" ABOVE BATT INSULATION. Provide blower door and duct testing certificate from testing Agency showing test results. Building leakage maximum SHALL COMPLY WITH SECTION 404.1. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 12" ABOVE LOOSE FILL INSULATION. _ .00030. Duct leakage per calculated value on checklist. Provide programmable T-stat w/ 5-2 schedule. ALTERATIONS: R503.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATIONS SHALL COMPLY TRUSS. VAULTED CEILINGS: R-38 AIR LEAKAGE WITH SECTION R404.1. EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 50% OF THE LUMINARIES IN MINIMUM BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC CLIPS. WALLS: R-21 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT ARE LEAKAGE IN ACCORDANCE WITH A SPACE, PROVIDED THA SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN INSULATION SHALL BE PROVIDED BY FACE STAPLED BATT INSULATION OR FRICTION FIT UN FACED BATT INSULATION PROVIDING SECTION 402.4 WSEC. POWER. ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER. THE FOLLOWING: THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE BY MEANS OF A 'BLOWER DOOR" TEST, IN PERMIT EXTERIOR STAIRWAYS AND LANDINGS MUST BE LIGHTED PER R303.8 STAIR AND GUARDRAILS 4 MIL POLY VAPOR BARRIER PVA PAINT WITH A DRY CUP PERM RATING OF 1 ACCORDANCE WITH SECTION R402,4.1.2 WSEC. A PRESSURE REGULATOR, PRECEDED BY A STRAINER SHALL BE READILY ACCESSIBLE, AND WILL BE STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36". A RISER HEIGHT OF 7-3/4" MAX. A MIN. TREAD LENGTH OF 10" AND HEADERS OVER OPENINGS IN THE EXTERIOR WALL ASSEMBLY THAT ARE NOT STRUCTURALLY REQUIRED TO BE FULL WIDTH OF SET REQUIRED ON THE WATER SUPPLY TO THE HOUSE. THIS DEVICE SHALL BE LOCATED IN THE GARAGE 3/8" MAXIMUM VARIATIONS. THE STUD WALL SHALL BE PROVIDED WITH A MINIMUM OF R-10 INSULATION. AIR BARRIERS WITH THE BUILDING SHUT OFF VALVE FOR THE WATER PER UPC 608.2. A TREAD NOSING OF 3/4" TO 1-1/4" IS REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD DEPTH IS 11" OR FLOORS OVER UNCONDITIONED SPACES R-30 Provide caulk/sealant at all joints, transitions in materials and penetrations of envelope. Window and door air leakage PROVIDE AN ADEQUATELY SIZED EXPANSION TANK AT THE HOT WATER TANK AS REQUIRED PER UPC GREATER. SLAB ON GRADE (PERIMETER INSULATION) R-10 measures shall be met as follows: Exteriorjoints sealed, caulked, GASKETED or WEATHERSTRIP. Standard air leakage is 608.3. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. PERIMETER INSULATION SHALL BE PROVIDED BY USING ONE OF THE FOLLOWING METHODS: complete and installed in the following: WATER PRESSURE -ABSORBING DEVICES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO ALL QUICK- HANDRAILS SHALL BE PLACED 34'' TO 38" ABOVE THE NOSINGS AND SPACED 1-1/2" MIN. OF WALL WITH A 1-1/2" TO ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD AND THEN between sole plate/sub floors DATE: ACTING VALVES [HAMMER ARRESTORS, SHOCK ARRESTORS] (CLOTHES WASHERS, DISHWASHERS, ICE 2" DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURNS AT ENDS. HORIZONTALLY BENEATH THE SLAB FOR A TOTAL MINIMUM OF 24" wiring/plumbing/duct register penetrations 2/8/2023 MAKERS ETC.) PER UPC 609.10. PROVIDE 80" MIN. CLEAR HEADROOM ABOVE NOSINGS. ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD FOR A MINIMUM DISTANCE OF 241, rim joists/mud sills (heated lower floors) ALL HOT AND COLD WATER PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-3 AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF DUCT SYSTEM stud MINIMUM PER UPC SECTION 312.6. 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4'' SPHERE CANNOT PASS THROUGH ALL SUPPLY AIR DUCTS LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL HAVE ALL SEAMS AND JOISTS TAPED AND partition penetrations around window/door frames PAGE SIZE: LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIRE TAPED 1/2" GWB ON WALLS AND SOFFITS. PROVIDE FIRE SEALED, BOTH LONGITUDINALLY AND TRAVERSE. LIGHTING GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. (SECTION R401.3) BLOCKING IN CONCEALED SPACES BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS. ALL SUPPLY AND RETURN AIR DUCTS EXPOSED TO UNCONDITIONED SPACES SHALL BE INSULATED AS FOLLOWS: 90% or more of lamps in permanently installed light fixtures must be high efficacy (lumen/watt ratio) - fluorescent, 24 x 36 WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A DUCTS IN CONCRETE SLAB R-5 screw in ok. Indoor lighting shall be 50% compact fluorescent (pin or screw) or T-8 lamps or smaller. All fluorescent CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED DUCTS IN UNCONDITIONED SPACES R-8 tubes must be T-8 or smaller. Outdoor fixtures attached to building must be pin -based fluorescent OR provide SCALE: VERTICALLY FROM CONCRETE STEPS, SLABS, PATIOS, AND SIMILAR SURFACES EXPOSED TO THE EXHAUST DUCTS LOCATED IN UNCONDITIONED SPACES R-4 motion sensor and photo -cell daylight control. WEATHER,SHALL BE CEDAR OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 (NOT REQUIRED FOR DRYER UNITS). INSULATED HEADERS / BEAMS N/A HOT WATER PIPING Provide rigid R-10 insulation in exterior headers where cavity occurs. ALL HOT WATER SUPPLY PIPING LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL BE POST ENERGY CODE COMPLIANCE CERT. WITHIN 3 FEET OF THE ELEC. PANEL (R401.3) SHEET: WRAPPED WITH A MINIMUM THERMAL RESISTANCE OF R-3 EXCEPTION: PIPE INSULATION IS PERMITTED TO BE ENERGY CREDIT OPTIONS 4A,5A. DISCONTINUOUS WHERE IT PASSES THROUGH STUDS, JOISTS OR OTHER STRUCTURAL MEMBERS AND WHERE THE INSULATED PROVIDE PROGRAMMABLE THERMOSTAT PIPES PASS THROUGH OTHER PIPING, CONDUIT OR VENTS, PROVIDED THE INSULATION IS INSTALLED TIGHT TO EACH PROVIDE DUCT SEALING TESTS WHERE APPLICABLE A2n0 OBSTRUCTION. PROVIDE DOOR BLOWER TEST AFFIDAVIT (R402.4.1.2) WHEN APPLICABLE 1 41'-1 15/16" EXISTING UPPER FLOOR DECK FLOOR PLAN Scale: 1/4"=1'-0" U? M Ln Re -sloping an( resurfacing/ waterproofing hq Ln M Lf1 I Ln PROJECT: Page/Devi Balcony Deck Repairs Project Description: Repair of water damaged posts, studs, joists and structural membrane beneath stairs of upper floor deck. See page S-1 for structural engineering. Improve slope of both decks. Waterproof both upper floor deck and rooftop deck. No repairs needed for rooftop deck. AS -BUILT - AREA TO BE ALTERED 0 zQCD O�:Mr` �LnQM VOLn� W 0 N V � *k Ewa - U ca N E RECEIVED F2:QA 08 2023 EVIDEETSETSEVICES RTMENT 1 z O LL Od 0 z_ J z oc a W J W /^'� = LL 1 N _'L V I L ` V E O � N O W z o-j M 0 •�(AQ r\J V Q > Q V) W fa >1 � _0O W M C) -0 a V)Lnw 0M . 41'-2 1/16" EXISTING ROOFTOP DECK FLOOR PLAN Scale: 1/4"=1'-0" PERMIT SET DATE: 2/8/2023 PAGE SIZE: 24x36 SCALE: 1/4" = 1'-0" SHEET: A3nO e i i STANDING SEAM METAL ROOF BEYOND--------------- I MTL. GUTTER, (M-1) MTL. PANELS, (M-1) MTL. SCUPPER, I (M-1) I IMTL. DOWNSPOUT, I (M-1) 1 METAL CANOPY AT ENTRY BEYOND — 1 METAL PANELS — 1 GUTTER AT CANOPY EXISTING WOOD FENCE CHAIN 1 WD. ENTRY DOOR WD. SIDING, (WD-1) r-6" CONC. CURB 01 0++IIf�1ll�I����i����I:i�lr`���ll.il�i��'II�Lui��\��j�� i!/'' 1'�II ��i��'L[��'���i'III'�[����I' I�''l�f�T�� ll����l�ll.(��►il�D"'�:,_�'i�7�''��'�t'!/ ::D ��..c.11.i�i��l■�� glr.■i�M�.�� r■ ���� r■i� ...� .�.c ■c 1� Il�iiii�■ILIiiI� �inr.�a�iw �i�i��llii��l�i■�-L' ®' IIIII�IMI■II�II (® illll�a i'I' ®� IIMIIM I�r � [rrlri�� I11 ©_ I� lul ------------------- ---------------------- ------------ ,. _.._.........µ.._.._.._. _..._..... _..._.__._...__.......... ... __.._. NORTH ELEV TION SCALE' 1 /4" =1'-0" - OPERABLE CLERESTORY WINDOWS BEYOND PANEL SYSTEM BEYOND, 1 (PS-1) METAL AND SAFETY GLASS i GUARDRAIL, (M-3) ' CULTURED STONE AT CHIMNEY I BEYOND, (CS-1) HEIGHT LIMIT HEIGHT LIMIT I 161.43' o I I 1 M 1 WOOD DECKING, (WD-11) J I 1 SLIDE FOLD DOOR BEYOND WD. COLUMN (WD-2) i METAL AND SAFETY GLASS GUARDRAIL, 1 (M-3) I WD. TRIM (WD-2) 1 MTL. DOWNSPOUT, (M-1) CONCRETE AT FOUNDATION APPROX. LINE OF I EXIST. GRADE SHOWN DASHED (135.5') ROOF DECK 1 57'-4" SECOND FLOOR 147'-4" RETAINING WALL EFIRST FLOOR i 137'-0" PROJECT: Page/Devi Garage - Drywall Repair Project Description: Repair of water damaged posts, studs, joists and structural membrane beneath stairs of upper floor deck. See page S-1 for structural engineering. Improve slope of both decks. Waterproof both upper floor deck and rooftop deck. No repairs needed for rooftop deck. Decking Material: Decking membrane to be Elasta-Tuff 5000 base coat and Elasta-Tuff 6000 AL top coat polyurethane elastomeric deck coating system with embedded rubber granulated surface. AS —BUILT — AREA TO BE ALTERED I L---- - - - - - � (D zQCD O�:MI0 �U1QM 0 VOLn� C) I W 0 O c V V � *k (_0wa- a d y E ., RECEIVED F�:08 2023 I� TjY QpF EDMONDS DE ENT SERVICES --@CWARTMENT z O I— \Q LU J LU O W V W LLI w Re -sloping & resurfacing/ waterproofing only. ca E � CD N O z O-j 00 M _ Structural Repairs, W 0 > re -slope and W Q V waterproofing deck. W N m O E a V) Ln LU PERMIT SET )ATE: 2/8/2023 AGE SIZE: 24x36 SCALE: 1/2" = 1'-0" SHEET: A4nO