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APPROVED BLD2024-0103+Architectural_Plan+1.23.2024_4.53.38_PM+4016265PROJECT flATA 1 /5/2024 51TE ADDRESS: 1065 B AVE, . ' SOUTH EDMONDS 1NA g8020 OWNER NAME: BEN AND JENNIFER BRAtGKETT CURRENT ADDRE55: SAME AS A 5OVE TELEPHONE: 206-84g-5640 A55E55OR'5 PARCEL No. 0061 g400300602 ZONING: RS-6 LEGAL DE5C: Y05TS 15T ADD TO EDMOND5 PLAT OF BLK 003 0-02 - 51/2 LOT 6 COUNTY: SNOHOMISH JURISI7IGTION: CITY OF EDMONDS CONSTRUCTION TYPE: V - B OCCUPANCY: R3 / U (GARAGE/GARPORT) PROJECT DESCRIPTION: REPLACE KITCHEN, REMOVE WALL AND INSTALL BEAM AND GONG PAD PROJECT AREA 50 FT HEIGHT LIMIT CALCULATION LIVING SPAGE NEW EXISTING TOTAL NO GHANGE TO EXISTING BA5EMENT 1100 1100 NO EXTERIOR WORK FIRST FLOOR 1613 1613 LIV. 5P. TOTAL 2715 2-115 GARAGE 462 462 COV PORCH 14 14 NtISG. TOTAL 476 4-76 City of Edmonds map Title Q Z�! �•�" 6' a 111 j Q1121 �9 U ; 1: 758 0 63.15 126.3 Feet 94.0 This ma Is a user generated static output from an Intemetma in site and is fo 1,128 P f3 P mapping reference only. Data layers that appear an this map mayor may not be accurate WGS_1984_Web Mercator-Auxiliary_Sphere current, arother rise reliable (f) City Df Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTIOA DESIGN LOADS Roof Live 25 PSF (SNOW), Dead 13 PSF, Total 38 PSF Floor Live 40 PSF, Dead 10 PSF, Total 50 PSF Sleeping Areas Live 30 PSF, Dead 10 PSF, Total 40 PSF Deck and Balcony Live 60 PSF, Dead 10 PSF, Total 70 PSF Albert H Cohen Design Company 330 Dayotn St Suite 6 Edmonds WA 98020 425-776-7373 BeamChek v2023 licensed to: Albert H Cohen Design Company Reg # 9229-69900 BRACKETT RESIDENCE KITCHEN CENTER BEAM BEAM A Prepared by: AHC Date: 1/04/24 Selection 3-1/2x 15 1.8E RB Rosboro X-Beam GLIB Lu = 0.0 Ft Conditions NDS 2018 Data Attributes Critical Status Ratio Values Adiustments Min bearing Area Ki= 5.6 in` Nz= o.;i in` (1.5) UL Ueri= u.J4 In Beam Span 19.25 ft Reaction 1 LL 2166 # Reaction 2 LL 2166 # Beam Wt per ft 12.76 # Reaction 1 TL 3415 # Reaction 2 TL 3415 # Bm Wt included 246 # Maximum V 3415 # Max Moment 16433'# Max V (Reduced) 2971 # TL Max Defl L / 240 TL Actual Defl L / 316 LL Max Defl L / 360 LL Actual Defl L / 590 Section W Shear ins TL Defl in LL Defl 131.25 52,50 0.73 0.39 71.45 14.62 0.96 0.64 OK OK OK OK 54% 28% 76% 61% Fb(psi) Fv(psi) E(psi x mil Fc!(psi) Reference Values 2400 265 1.8 650 Adjusted Values 2760 305 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress - N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 225 Uniform TL: 342 = A Uniform Load A zL R1 = 3415 R2 = 3415 SPAN = 19.25 FT Uniform and partial uniform loads are lbs per lineal ft. r w �� motif Y` s 71 va£js saes wM4Si"35$4+ _a;_. _ ...0 w W LL 0- 0 u, O LL r- •■ Oa LL w0 � m 0 ju a Q A z 0 o z o IU Q U 0 0 0 EL o_ 2 a F- o ti JU 0 a 0 = Ya N z _ V N V Z I o M mT a O O W Q U 0 0 REVISIONS iJ im 2. 3. 4. 5. 6. 7 DESIGN LOAFS CODES 2018 I.R.G. WITH WA5HINGTON STATE AMENDMENTS. 2018 WASHINGTON STATE ENERGY CODE LIVE LOAD5 • ROOF: 25 P5F (SNOW) • FLOORS: 40 P5F • SLEEPING ROOMS AND HABITABLE ATTICS: 30 P5F • ATTIC WITH LIGHT STORAGE: 20 P5F • ATTIC WITHOUT STORAGE: 10 P5F • STAIRS: THE GREATER OF 40 P5F OR CONCENTRATED LOAD OF 500 LB5 PER 4 SQUARE INCHES • DECKS AND BALCONIE5: 60 P5F • GUARD AND HANDRAILS: HORIZ 200# FT. LOAD AT TOP • GUARDRAIL IN -FILL COMPONENTS: 50 L135 PER 50 FT • BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • SEISMIC ZONE: USE GROUP 1, DE51ON CATEGORY D2 501L • SOIL BEARING CAPACITY A55UMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS ENGINEER. • EARTH PRE55URE A55UMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR CANTILEVER RETAINING WALL-5. CONCRETE • 3000 P51 MINIMUM COMPRE551VE STRENGTH AT 28 DAYS, WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE AND CARPORT BLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R402.2.). • 2500 P51 MINIMUM AT OTHER CONGRETE, NOT EXPOSED TO WEATHER. • EXTERIOR WALK5 AND SLA55 TO BE AIR ENTRAINED NOT LESS THAN 5016 OR MORE THAN 796. • MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YD, WITH MAXIMUM OF 6 GAL. WATER PER SACK. MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" REINFORGING 5TEEL • A5TM A-615 GRADE 60 FOR SEISMIG 'D' FRAMING LUMBER (UNLESS NOTED OTHERWISE) PLATES HF #2 (P.T. AT GONG) MUD51LL5 ON CONG P.T. HF #2 STUDS HF "STUD GRADE" JOISTS AND RAFTERS HF #2 HEADERS OF #2 POSTS AND BEAMS OF #1 GLU-LAM BEAMS (SIMPLE 5PAN) 24F-V4 GLU-LAM BEAMS(OVERHANGING) 24F-V8 DECK JOISTS AND LEDGERS P.Y. OF #2 DECK BEAMS P.T. OF #1 MA50NRY • MORTAR: TYPE 5, 1 PG, 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL GENERAL NOTES CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 517E CONDITIONS INCLUDE, 501L, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMENSIONS OF EXI5TING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL GOMPONENT5. TH15 OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR OM15510N5 IN THE PLANS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEM. ALL WORKMAN5HIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARD5 AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT CODE IN FORGE AND ALL APPLICABLE LOCAL CODES, WHIGH TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWIN65. UNLE55 A PROFESSIONAL SURVEY AGGOMPANIE5 THE PLANS, THE PLOT PLAN WA5 DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPON5151LITY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR DISCRETION, REQUEST THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REQUE5TE12 BY THE BUILDING OFFICIAL HAVING JURISDICTION. THE CONTRACTOR SHALL VERIFY 51ZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, Y`bALL5 AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 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 PERMISSION IN WRITING FROM THE ARCHITECT. GENERAL CONSTRUCTION NOTES ❑ A. 51TE CONDITIONS AND SITE WORK ❑ G. VENTILATION AND ACCE55 ❑ 0. TRU55E5 1. IF 5O1L CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN 1. VENTILATE GRAYIL SPACES AND OVERHANGING FLOORS WITH NET 1. PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A LOAD5", OR IF EXCESSIVE GROUND WATER 15 PRESENT, SCREENED OPENINGS NOT LESS THAN 1 50. FT.CLEAR AREA FOR EACH 500 50. FT. OF UNDER FLOOR AREA. WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT CONTACT TH15 OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE COMPLETE SHOP DRAWINGS WITH ENGINEER'S 5EAL FOR SHALL BEAR ON UNDISTURBED, NATIVE SOIL. LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING WITHIN 3 FT OF EVERY CORNER. APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY 2. DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DESIGNED TO RE515T LATERAL EARTH COVER WITH 1/4" CORROSION-RE515TANT WIRE t�=SH AT GRAWL CONTROL AGENCY SUCH A5 WASHINGTON WOOD TRU55 PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 2. SPACE OPENINGS. PROVIDE 15" X 24" MIN. CLEAR AGGE55 THRU FLOOR OR 16" X 2. FABRICATORS COUNCIL. CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION. 3. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS 3. 24" THROUGH WALL TO UNDER FLOOR AREAS. VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO 3. APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRU55E5 TO A MAIN GIRDER TRUSS, IN ONE CU. FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER FABRIC, OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED 1/150TH OF THE ATTIC AREA, EXCEPT THE NET AZA MAY BE NON -BEARING PARTITIONS BELOW TRUSSES SHALL BE SURFACE DRAINAGE AND/OR RETENTION SYSTEM A5 REQUIRED 1/300TH, PROVIDED 50% TO 80% 15 315" ABOVE EAVES, WITH THE BALANCE IN THE EAVES. 4. SEPARATED FROM TRU55 WITH SIMP50N 5TC CLIPS. TRU55E5 SHALL BE BRACED TO PREVENT ROTATION AND BY LOCAL CODE, 3. WHEN A 30" OR MORE CLEAR ATTIC HEIGHT EXISTS FROM THE PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE TOP OF GEILING JOISTS TO UNDERSIDE OF ROOF AND A 50+ WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE Ld B. CONCRETE 5Q FT AREA, PROVIDE AN ACCESSIBLE PANEL 22" X 30", WITH MANUFACTURER, 50" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R- 1. CENTER ALL POST FOOTINGS UNLESS NOTED AND PROVIDE 2 49 BATT AND WEATHER-STRIP. El P. SKYLIGHTS 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 ❑ H. SAFETY GL1kZING 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT W6LL5 AND WALL5 RETAINING EARTH ADJACENT 1. TEMPERED SAFETY 6LA55 SHALL BE INSTALLED IN 2. LAMINATED 6LA55 PER SPECS. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER CRAWL5PAGES WITH TWO GOATS OF ASPHALTIC EMULSION HAZARDOUS LOCATIONS AND 5UBJECT,TO HUMA`1 IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, GF CLOSED FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE UNLE55 A SPECIFIC WATERPROOFING SYSTEM 15 SPECIFIED IN THE PLANS. DOOR, GLAZED AREAS > 9 50. FT. WHEN LESS THAN 18" LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, 2. INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE. 2. ABOVE A WALKING SURFACE, PER IBCARC R305 4. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY INSULATE, FINISH AND FLARE WELL TO CEILING PER PLANS. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3" TO MARKED PER IBG/IRO R308.1. ❑ Gt. EMERGENCY EGRESS 3. EARTH, 2" TO WEATHER, 1" TO OTHER. ANCHOR BOLTS TO BE EMSEDED A MINIMUM OF '7 INCHES I I. ELEGTRIG,4L 1. EVERY SLEEPING ROOM, 13A5EMENT, AND HABITABLE ATTIC U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM ENDS BUT NOT LESS THAN 7 DIAMETERS TO END. 1. ELEGTRIGAL CONTRACTOR SHALL EVALUATE AND DETERMINE SHALL HAVE ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL 4. NEW FOOTINGS SHALL EXTEND TO A DEPTH THAT WILL NOT ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF IMP05E LOADS ON NEW OR EXISTING BASEMENT OR RETAINING AND PROVIDE REQUIRED CIRCUITS AND AMPERAL--E PER N.E.G., 5.7 SO. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF WALL5 UNLE55 SPECIFICALLY DETAILED IN THE PLANS. STATE AND LOCAL ENERGY CODES, AND MANUF. SPECS FOR 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT 5. TIE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL PROPOSED PRODUCTS, APPLIANCES AND EQUIFM.=NT. SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENIN65 MAY INTERSECTIONS WITH A, MINIMUM OF TWO #4 PINS AT FOOTING HAVE NET CLEAR MIN. OPENING OF 5 SG. FT. AT WALL. EMBED PINS 4 INCHES MINIMUM IN J. MECHANICAL I6 EPDXYVGROUPTINS R. SMOKE ALARM5/DETECTOR5 AND 1. WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE PRCF- R VENTS CARBON MONOXIDE ALARRM5/DETEGTOR5 G. LUMBER AND DIRECT OUTSIDE COMBUSTION AIR PER COG_ AND 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING 1. o FRAMING LUMBER TO BE KILN DRIED TO 19 L6 MOISTURE 2. MANUFAGTURER'S 5PECIFICATION5. GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA CONTENT, GRADED PER STD. GRADING RULES PER W.G.L.I.B. OR WPA. A5 APPLICABLE. PROVIDE GRADE PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC, GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS CORRIDOR OPENS INTO A ROOM WITH A CEILING 90" OR AND SPECIES AS PER FRAMING PLANS, GENERAL NOTES, 3 PROVIDE A 3" 4) GONG FILLED STEEL BOLLARD. AIR DUCTS PENETRATING GARAGE TO HOUSE SEPARATION HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR 2. AND DESIGN LOAD CHART. SILL PLATES, DECK SUB -STRUCTURES, POSTS AND BEAMS . SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPER5.4. SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR EXPOSED TO WEATHER AND WOOD IN CONTACT WITH DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MEC14ANICAL INSTALLED AT EACH LEVEL AND IN CLOSE PROXIMITY TO THE CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. DUCTING, EQUIPMENT SIZING, HEAT L055 GAI.GULATION5 AND STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED. 3. GL.U-LAM BEAMS SHALL BEAR AN A.I.T.C. INSPECTION 5. MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS AN INTERCONNECTED HEAT DETEGTOR/ALARM 5HALL BE STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID INSTALLED CENTRALLY IN NEW ATTACHED 6ARA6E5. EXPOSED TO VIEW OR PER SPECS. DUCTING TO EXTERIOR, WITH A BACKDRAFT DAM rn, CAPABLE OF 5 AIR CHANGES PER HOUR. 2. SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A P15GONNEOT 5WITCH Ed D. FRAMING 6. DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE POSTED OTHER THAN FOR OVEROURRENT PROTECTION AND MUST HAVE 1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END 7. WITHIN 6 FT OF DUCT CONNECTION. RAN6EHOOD5 IN EXCESS OF 400 GFM SHALL HAVE AUTO - BATTERY BACK-UP. BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT. CONTROLLED OUTSIDE MAKE-UP AIR. 3. CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND 2. PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS, AND � INSTALLED OUTSIDE AND [N THE IMMEDIATE VICINITY OF JAS OISTS PER IRO R502.7 AND PROVIDE TEMPORARY BRACING K. PLUMBING SLEEPING AREAS AND ONE ON EACH HOU5E LEVEL AND REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE E INSTALLED. HOLES AND NOTCHES PER R502.8 1. PLUMBING CONTRACTOR SHALL SIZE ALL LINES, VENTS, INTERCONNECTED WITH SMOKE ALARMS. INTERCONNECTION MAY USE WIRELE55 TECHNOLOGY. 3. PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" ON WOOD, 3 ON AIRGAP5, AND GLEAN -OUTS PER CODE. CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL 2. FLOW RATES TO COMPLY WITH CURRENT CODE TOILETS: 1.b GPF (MAX), SHOWERS: 2.5 GPM (MAX), ❑ 5. SECURITY 4. HAVE 1/2" NET AIRSPACE AT TOP, 51DE5 AND END. LT! 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. LAVATORIES/FAUGET: 2.5 GPM (MAX). 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A 5. UN UNLE55 NOTED, USE 1AT0cl NAILS AT 12" O.G. STAGGERED. SOLID BLOCK YV/ 2X AT MIDPOINT OF OVER FEET, 3. HOT WATER TANKS SHALL BE 51ZED BY INDUSTRY 5TD5 FOR PROPOSED USE AND BE LABELED NAECA A.Pr ROVED. MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. ICULATUDS BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS 4. HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) SEI5MIG 2. PROVIDE AN OBSERVATION PORT @ 54"-bb" ABOVE THE ARALAND RAFTERS A SUPPORTS. DOUBLE JOI5T5 UNDER PARALLEL BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT STRAPS SECURED TO STUDS, EXPANSION TANK, AND A PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). FLOOR AT SOLID, UNGLAZED ENTRY DOORS. OVERHANGING FLOORS. 6. FIRESTOP AND DRAFTSTOP TO CUT OFF ALL CONGEALED AND VERTICAL OPENINGS AT CEILINGS, FLOORS, ❑ L. MOISTURE CONTROL ❑ T. G�+RP�GE /DWELLING SEPARATIONHORIZONTAL AND ATTIC. PROVIDE VERTICAL FIRE570PS AT 10' 1. 5HOWERS SHALL HAVE A NON-AB50RBENT 5URFACE TO A 1. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF HORIZONTAL INTERVALS AT WALL FURRING VOIDS. HEIGHT OF'12 INCHES ABOVE FLOOR. FIRETAPED 1/2" GWB, APPLIED TO THE GARAGE SIDE OF ALL FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2X NOMINAL LUMBER. 2. PROVIDE WATERPROOF BOARD OR GLA55 MESH MORTAR GARAGE 5URFACE5 ADJOINING DWELLING'S LIVING, ATTIC AND UNITS BEHIND TILE AT 5HOWER 5URROUND5. TILE SHOWER5 WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED 2. DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, E. METAL CONNECTORS FOR 12 HOURS. PROVIDE MILDEW RESISTANT CAULK AT ALL TILE AGGE550R[E5. 3. SOLID GORE, AND TIGHT FITTING. GARAGE CEILIN65 COMPOSED OF 2x+ SOLID -SAWN J015T5 AND 1. ALL METAL CONNECTORS SHALL BE "5IMP50N" OR AN SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE LAYER OF FIRETAPED 5/8" TYPE "X" GINS. ALL GARAGE P05T5, 2. APPROVED EQUIVALENT. FRAME NAILING SHALL COMPLY WITH IBG/IRG R602.3.(1) (2) El M. BATH SAFETY AND WALLS 5UPPORTING HABITABLE SPACE SHALL HAVE HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS UNLE55 NOTED OTHERWISE ON FRAMING PLANS OR SHEARWALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE 1. HINGED SHOWER DOORS 5HALL OPEN OUTWARD. DOORS AND 5HOWER ENGL05URE5 SHALL BE FULLY TEMPERED OR COMPOSED OF 1-JO15T5, WITH HABITABLE SPACE ABOVE, SHALL HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN. 3. NAILS U.N.O. USE CUT WASHERS AT BOLTED CONNECTIONS. LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/5" 4. AIR DUCTS PENETRATING THE SEPARATION SHALL BE 2e, GAUGE ANCHOR BOLT WASHERS TO BE 5QUARE 3" x 3" x 1/41'• 2. TEMPERED, 1/4" LAMINATED. FLOOR TILES AT 5HOWER5 AND NET AREAS SHALL BE MINIMUM OR HAVE AN APPROVED DAMPER. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED SKID-RE515TANT. PROVIDE SECURE BLOCKING FOR ALL ❑ U. STAIRS A<ND GURDRILS WITH CORROSION-RE515TANT FASTENERS. GRAB BARS PER PLAN, CAPABLE OF 5UPPORTING A 300 LB. IMPACT LOAD. 1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36", A RI5ER HEIGHT 4. AGQ-G and D TREATED WOOD (ALKALINE COPPER QUAT) OF 7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/8" REQUIRE5 CORROSION PROTECTED FASTENERS 6OLT5, AND HARDWARE SUCH AS 5IMPSON "ZMAX" OR HMO (HOT DIPPED ❑ N. FACTORY BUILT FIREPLA�GES / STOYES MAXIMUM VARIATlON5. A TREAD NOSING OF 3/4" TO 1-1/4" 15 GALVANIZED) OR 55T300 (STAINLESS STEEL). REQUIRED ON 5TAIRWAYS WITH 50LID RISERS UNLESS TREAD 1. UNITS SHALL BE U.L. 1_I5TED PER UL127, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND REQUIRED 2. DEPTH 15 11" OR GREATER, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF F. PLYWOOD AND DIAPHRAGM NAILING CLEARANCES. FLIGHTS WITH 4 OR MORE RISERS. 1. ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING 2. UNITS SHALL HAVE TIGHT -FITTING GLASS OR METAL DOOR5, READILY ACCESSIBLE CONTROLS TO A TIGHT FI i TIN6 FLUE 3. HANDRAILS SHALL BE PLACED 34" TO 35" ABOVE THE N051NOS AND SPACED 1--1/2" MIN. OFF WALL WITH A 1-1/2" TO 2" 2. STAMP OF APA AND NAIL PER IBCARC 602.3.(1),(2). PROVIDE DIAPHRAGM 5HEATHING AND NAILING: (U.N.O.) DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN FLOOR SHEATHING SHALL BE 5/4" T46 G-D-EXT-APA FIRE BOX, AND A 3/5 INCH THICK MIN. NON-COMBUSTIBLE HEARTH EXTENSION THAT 15 READILY DISTINGUISHABLE FROM 4. AT ENDS. PROVIDE 50" MIN. CLEAR HEADROOM ABOVE N05[NG5. PLYWOOD WITH EXT GLUE, PI: 52/16, GLUE AND NAIL 10d AT b" O.G. EDGES, 10" O.G. FIELD. 5URROUNDIN6 FLOOR. 5. AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS ROOF SHEATHING SHALL BE 15/32" G-D-INT-APA PLYWOOD 3. PROVIDE CHIMNEY SIZE AND CLEARANCES PER CODE AND MANUF. SPECS FOR INSTALLATION OF 50LID FUEL BURNING PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND INTERMEDIATE BALU5TER5 OR RAILS SPACED 50 THAT A 4" WITH EXTERIOR GLUE, Ph 24/0, OR 7/16" 058. NAIL 8d AT b" O.G. PANEL EDGES, 12" O.G. FIELD. 4. APPLIANCES. FIREPLACES WITH GAS COMBUSTION ONLY SHALL SE b. SPHERE CANNOT PASS THROUGH. ENCL05ED USABLE SPACE UNDER STAIRS SHALL HAVE WALL SHEATHING SHALL BE 15/32" C-0-INT=APA PLYWOOD WITH EXTERIOR GLUE INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS_ FIRETAPED 1/2" GWB, ON WALL5 AND SOFFITS. PROVIDE PI: 24/0, OR 7/16" 058. NAIL 8d AT 6" O.G. PANEL EDGE5, 12" O.G. FIELD. FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS ALONG AND IN LINE WITH RUN OF STAIRS. z Al� LD z� zcLLon ui cc LL �, o m n rf ►;1 lu v J Q Ao ILL a V_ w f' a:Ll RONS 2 U LLI z ME M 0 0 0 SEGON P F LOOK FLAN SCALE 1 /4" = i'- O" � F_w u69 rvTl� 11 �, N��� (jam 2�c� 7�iJv �Jt '-%kfc4)T-0' H-ruv'4�' �svv.�u vwp A A 6p�:' Wi t'i 1\tip 1EOF 1 1 1-q%r-%1 -1 11 Is V/ I 4mr-_%1 Is REFERENCE NORTH SCALE 1/4" = V - O" f �o D�`2 5MOKE ALARM5/0ETEGTOR5 AND CARBON MONOXIDE ,ALARMS/DETEGTOR5 Q p� '� GEC 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING -� AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS CORRIDOR OPENS INTO A ROOM WITH A GEILINC, 90" OR HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR SHALL BE PLACED IN EACH. DWELLINGS WITH MORE THAN ONE STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR INSTALLED AT EACH LEVEL AND 1N CLOSE PROXIMITY TO THE STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED. _- _ AN INTERCONNECTED HEAT DETECTOR/ALARM SHALL BE INSTALLED CENTRALLY IN NEW ATTACHED GARAGES. f[ 2. SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT WIRED TO BUILDING POWER WITHOUT A DISCONNECT SWITCH ' ��"%L�r 4-ru Cr IV l;/11 � OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. ' rs>INSTALLED � l�iD�J � �I ��" 3. CARBON MONOXIDE ALARMS SHALL DI DIRECT WIRED AND OUTSIDE AND IN -THE IMMEDIATE VICINITY OF SLEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND j INTERCONNECTED WITH SMOKE ALARMS. INTERCONNECTION MAY USE WIRELESS TECHNOLOGY. 1 PETAI L SCALE l " = 1'-O" O ry 0 O CL CL Q z O tL H CD O cc Q� A W Z U3 0 0 T O L Z w Q U R[ W Y o 0 a N w 0 d en 2 < Y Q Z N \/ N U 2 Q O 2 (7 m a_ a � o Ow r U 7 LLt 0 z Z LLt L) U O O }ry Ow r in Z w ON VO JU In U 2 tu 4 VN o =z U �p TTT"' o J 2 Q mLLI � Jm m 11 5 - z4- REVISIONS �tl m BASEMENT PLAN SCALE 1/4" = 1'- O" SEGONP FLOOR PRANG INCG PLAN J w `i'X+rIrJ W&I.lr P*4 r0-7-1— wv;P4 4 XA-. f,) C-,l- IT �i��-xis r3M Ex Lx+ Ill. o2).4-35 ut P-�) er\ -f� rL,,-T �i►,� rr-OrCZW ,Lll FlEel� F-4-1>ap M En pyr ex ft)� 1!` emu, 2)A- 51--D �- L— rL,� 2) L ce,;4- POUNPATION PLAN SCALE 1/4" = i'- O" r-r of rlli�r2-r .M-�-� -� IL }N r m z r w CL r o� ri vo z Oii w W � zN v W o�- lu v = �s �O o mQ in d 1 - 5 - ;?+ REVISIONS 11 z�I aeTAiL $GALE 1" = v-O" 5aALE 1" = 1.-O" Zm 0 m NN i z 2m �h m C {� V i (/5 O cl)Z Nn T 1:5)1 u Zia I-'b " J, AILSERT H. COHEN DESIGN GOMPANYP.S. 550 DAYTON 57REET SUITE 6 EDM0ND5, WA g8020 ALBERT HILTON COHEN, ARCHITECT TEL (425) "716-1315 l3RAGKETT KESIPENGE 1065 5 ..AVIF, . SOUTH EDMOND5, WA g5O20 DOCUMENT OF SERVICE - COPYRIGHT © AHC 2024 - UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGISTERED RC E T ALBERT H. COHEN 1 STATE OF WASHINGTON V■ rn I Nrn z rA ALBERT H. GOHEN PESIGN GOMPANYP.S. 330 PA rTON STREET SUITE 6 EDMOND5, WNA Q8O2O ALBERT HILTON C.OHEN, ARCHITECT TEL (425) 7 16-1519 BRACKETT RESIVENGE 1065 B . A.VfF, • SOUTH EPMONDS, VqA 9602O DOCUMENT OF SERVICE -COPYRIGHT ©AHC 2024 -UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGISTERED ALBERT H. COHEN STATE OF WAS HINGTON