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APPROVED BLD-BLD2020-0901+Architectural_Plan+8.28.2020_2.52.52_PMAPPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ***********see supplemental site plan submitted on 10/16/20 for approved site info.*********** law.. H , U. - FzFeFzNCE NORTH SITS FPLwA? t SCALE 1" = 10 FT ALL DOWNSPOUTS TO TIE INTO EXISTING TIGHT LINE SYSTEM `-� THAT IS CONNECTED TO CITY STORM DRAIN VIA REAR ALLEY. NO SILT FENCES PROPOSED AS DECK AND PORCH FOOTINGS WILL HAVE LESS EROSION IMPACT THAN THE TRENCHES REQUIRED FOR SILT FENCES. PROPOSED REPLACEMENT DECKS AND NEW PORCHES ON PIER PADS. PROJECT PATA 5/21 /2020 SITE ADDRESS: 843 MAIN STREET EDMONDS, WA S5020 OWNER NAME: MARK AND LAURA MYER5 CURRENT ADDRE55: SAME AS ABOVE TELEPHONE: 425-778-7q1 A55E55OR'5 PARCEL No. 00454201802400 ZONING: RS-6 LEGAL DE5C: CITY OF EDMON05 BLK 075 D-00 - LOTS 24 6 25 COUNTY: 5NOHOMI5H JURISDICTION: CITY OF EDMOND5 CONSTRUCTION TYPE: V - B OCCUPANCY: R3 % U (GARAGE/CARPORT) PROJECT DE5GRIPTION: DEMO MASONRY FfiREPLAG NO REPLACE KITCHEN, NEW GAS F.P. MISG WINDOW AND DOOR GHANGES, ADD NEW FRO PORCH AND REAR PORCH WITH DECK REPLACEMENT. PR0.IEGT AREA So FT HEIGHT LIMIT CALCULATION, LIVING SPACE NEW (STING TOTAL REF. DATUM LOCATION: WATER METER COVER FIRST FL 624 624 AT SOUTH PROPERTY LINE ON SIDEWALK SECOND FL 1255 1255 REF. DATUM BASE ELEVATION C11.000 BASEMENT 505 805 AVERAGE GRADE (5EE GALL) 97.625 LIV. 5P. TOTAL 0 2670 2670 MAXIMUM HEIGHT LIMIT IN FT 25.00 GARAGE 592 592 MAXIMUM WEIGHT ELEVATION 122.625 DECK 505 165 475 PROPOSED HIGHEST ELEVATION 121,625 COV PORCH 242 242 GALG: NE 98.42, NW 96,-75, SW 96,55, SE 98.75 O TOTAL = 3gO.5 / 4 = 97.625 AVERAGE GRADE MISC. TOTAL 547 -160 1307 NO GRANGE TO EXISTING HEIGHT LOT COVERAGE 50 FT IRG ANP WSEG 2015 LOT AREA 6,600 HEAT SYSTEM: EX. 6A5 FORGED AIR MAX PERCENT COVERAGE 55% CLIMATE ZONE MARINE AREA 4 MAX COVERAGE AREA 2,510 VERTICAL GL. 0.30 MAX GL % N/A PROPOSED COVERAGE 2,504 OVERHEAD OL 0.50 HEADER R-10 PROPOSED PERCENTAGE 34A1% CEILING R-49 VAULT R-55 LOT GALG NEW EXISTING TOTAL WALL (INT) R-21 BELOW OR. R-21 HOUSE 2024 2024 FLOOR R-30 SLAB EDGE R-10 STAIRS 55 38 FRONT PORCH 54 54 ENERGY CREDITS REQUIRED NONE REAR PORCH 155 155 GREDIT METHOD 0 IMPERVIOUS SURFACE SO FT IMPERV. AREA NEW EXISTING TOTAL NEW IMPERVIOUS AREA 155 EX15TIN6 IMPERVIOUS AREA 4,157 TOTAL IMPERVIOUS AREA 4,522 ARE EAVE5 ABOVE EARTH INCLUDED? YE5 Zone ---- I Corner ;.... - Flag Setbacks: Required Actual Front ----------- Sides Rear Other Height HOU5E/6ARA6E 2024 2024 PORGH/EAVE5 155 444 629 PATIO/WALKS 1015 1013 DRIVEWAYS 656 656 TOTALS 185 4137 4322 City Of Edmonds. Building Department vvorK REMODEL AND PORCHES Address 843 MAIN ST ,---------------------------------------- Owner MYERS ---------------------------------- - ----------------------------- Approved Date 9/17/2020 -------------------------- 000 Building Official: 9/I /�I,/ --------------------------------------------------------• Permit Number BLD2020-0901 ------------------ This page used for Building Dept approvals only RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,. �f-C.. REVISIONS H 1. 6. 7. DESIGN LOAFS ' CODES 2015 IRO INTERNATIONAL. RESIDENTIAL CODE, _20 ENERGY GORE ASND V.I.A~.0. GORE WITH WASHINGTON STATE AMENflMENTS LIVE LOAl75 • ROOF: 25 FSP (SNOA) • FLOORS: 40 P5F • SLEEPING ROOMS AND HABITABLE ANTICS: 30 P5F • A771G AITH LIGHT STORAGE: 20 P5F • ATTIC WITHOUT STORAGE. 10 P5F • STAIRS: THE GREATER OF 40 P5F OR CONCENTRATED LOAD OF 900 1-55 PER 4 50UARE INCHES • DEGK5 AND 5ALGONIE5:C0P5F • GUARD AND HANDRAIL.5: HORIZ 2004t PT. LOAD AT TOP • GUARDRAIL IN -FILL COMPONENTS: 50 LB5 PER SO FT • BA5I0 RIND SPEED: 85 MPH, EXPOSURE B (U.N.O.) • SEISMIC ZONE: USE GROUP 1, D1=5IGN CATEGORY D2 solL . SOIL BEWARING CAPACITY ASSUMED AT 1500 P5F IN PLANS OR PER REPORT BY QUALIFIED 5611 5 ENGINEER.. • EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT AALL5 AND 30 PGF FOR CANTILEVER RETAINING WALLS. CONCRETE • 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, AHERE PLACEMENT 15 EXPOSED TO HEATHER, GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING HALLS (TABLE R402.2.). * 2500 PSI MINIMUM AT OTHER CONCRETE, NOT EXPOSED TO HEATHER. • EXTERIOR WALK5 AND SLABS TO BE AIR ENTRAINED NOT LESS THAN 5% OR MORE THAN 1%. • MIX REGUIREMENT5: 5-1/2 SACK CEMENT PER CU YD, AITH MAXIMUM OF 6 GAL. HATER PER SACK. MAXIMUM SLUMP 4", MAXIMUM AGGREGATE SIZE 1-1/2" REINFORCING STEEL • A5TM A-615 GRADE 40 FRAMING LUMBER (UNLE55 NOTED OTHERAISE) PLATES HF #2 (P.T. AT CONC) MUDSILLS ON GONG P.T. HF #2 STUDS HF "STUD GRADE" JOISTS AND RAFTERS HF #2 P05T5 AND HEADERS DF #2 BEAM5 DF #2 GLU-LAM BEAMS (51MPLE SPAN) 24F-V4 GLU-LAM BEAMS(OVERHANGING) 24F-V8 DECK J0I5T5 P.T. DF #2 DECK BEAMS P.T. DF #1 MAt50NRY * 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 AITH PLANS AND SPECIFICATIONS. SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF APPLICABLE, THE DIMEN51ON5 OF EXISTING STRUCTURE-5 AND THEIR STRUCTURAL AND MECHANICAL COMPONENTS. TH15 OFFICE SHALL BE NOTIFIED PRIOR TO GONSTRUGTEON OF DISCREPANCIES, AM13I6UITIE5 OR OMISSIONS IN THE PLANS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAJNING SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND ELEVATION VIEA5. ALL WORKMANSHIP, MATEREAL5 AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT GORE IN FORGE AND ALL APPLICABLE LOCAL CODES, WHICH TAKE PRECEDENCE OVER N07E5,, SPiCIFICATIONS AND DRAAIN65. _ UNLE 55 At PROFESSIONAL SURVEY ACCOMPANIES THE PLA,Nra.... THE PLOT PLAN AA5 DRAWN FROM GENERAL SITE LANDMARK5 AND 15 NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING REGUIRE..D ZONING SETBACKS OR SHALL, AT HIS DISCRETION, REG2UE5T THE OWNER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL NEGE55ARY PERMITS AND INSPEGTEONS AND SHALL NOTIFY TH15 OFFICE, PRIOR TO CONSTRUCTION, OF ANY REVISIONS OR ADDED REQUIREMENTS REGUE5TEP BY THE BUILDING OFFICIAL HAVING JURISDICTION. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF An PROI-05EP MECHANICAL., PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFA6TURER'5 RECOMMENDATIONS. THESE DRAAIN65 ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON LAIN, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15 PROHIBITED AITHOUT PERMISSION IN ARITING FROM THE ARCHITECT, GENERAL GONSTRUGTION NOTES L7 A. 51TE GONDI1ION5 AND BITE_ WORK 1. IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN LOADS", OR IF EXCESSIVE GROUND RATER 15 PRESENT, CONTACT THIS OFFICE BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE AND SHALL BEAR ON UNDISTURBED, NATIVE SOIL. 2. DO NOT BAGKFLL UNTIL AALLS HAVE BEEN ADEQUATELY BRACED OR HAVE BEEN DF5IGNED TO RE515T LATERAL EARTH PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN, PERMEABLE AND FREE OF ORGANIC MATERIALS. 3. INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAINS IN ONE CU. FT. OF DRAIN GRAVEL PER LINEAL FT. AITH FILTER FABRIC OVER. PROVIDE SEPARATE DOWNSPOUT AND SEALED. 5URFACE= DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED BY LOCAL CODE. B. CONCRETE 1. CENTER ALL P05T FOOTINGS UNLESS NOTED AND PROVIDE 2 INCH PLINTH 5ADJACENT SLABS, 8 INCH PLINTHS AT OPEN. EARTH (6 INCH IF P05T 15 PRESSURE TREATED), AND INSTALL SILL PLATF5 AT LEAST 6 INCHE5 ABOVE FINISHED GRADE OR 2 INCHES ABOVE SLABS, DAMP-PROOF EXTERIOR OF BASEMENT AALLS AND WALLS RETAINING EARTH ADJACENT CRAM -SPACES AITH TWO GOATS OF ASPHALTIC ErMUL51ON UNLESS A SPECIFIC YNIATERPROOFING SYSTEM 15 SPECIFIED IN THE PLANS. 2. INSTALL STEEL REINFORGING PER A.G.I. STANDARD PRACTICE. SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER I5 3" TO EARTH, 2" TO HEATHER 1" TO OTHER. 3. ANCHOR BOLTS TO BE EMBEEDED A MINIMUM OF 1 INCHES U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM ENDS BUT NOT LESS THAN 7 DIAMETERS TO END. 4. NEW FOOTING5 SHALL EXTEND TO A DEPTH THAT WILL NOT IMPOSE LOAD5 ON NF..YJ OR EXISTING BASEMENT OR RETAINING HALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS. 5. TIE NE..A FOOTINGS TO EXISTING FOOTINGS AT ALL INTER9EGTlONS WITH A MINIMUM OF TWO #4 PINS AT FOOTING AND TAO #4 PIN5 AT WALL. EMBED PINS 4 INCHES MINIMUM IN EPDXY GROUT. G. LUMBER 1. FRAMING LUMBER TO BE KILN DRIED TO 19% MOISTURE CONTENT, GRADED PER 5TD. GRADING RULES PER A.G.L.I.B. OR A.A.P.A, AS APPLICABLE. PROVDE GRADE AND SPECIES AS PER FRAMING PLANS, 6EMERAL NOTES, AND DE55ION LOAD CHART. 2. SILL PLATES, DECK SUB-5TRUGTURE5, POSTS AND BEAMS EWXF05ED TO NEATHER AND WOOD IN CONTACT WITH CONCRETE SHALL BE PRE55URE TREATED WITH AN APPROVED PRESERVATIVE. 3. GLU-LAM BEAMS SHALL BEAR AN AI.T.G. INSPECTION STAMP D. FRAMING 1. COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARIN65 AITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT. 2. PROVIDE LATERAL SUPPORT FOE, BEAMS, RAFTERS, AND JOISTS PER IRO R502,7 AND PROVIDE TEMPORARY BRACING AS REOtUIRW UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED. 3. PROVIDE A MINIMUM JOIST BEARING OF 1-1/2" ON AOOD, 5" ON CONCRETE. WOOD ENTERING CONCRETE OR MASONRY SHALL HAVE 1/2" NET AIR5PAGE AT TOP, SIDES AND END. 4. MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER. UNLESS NOTED, USE 10d NAILS AT 12" O.G. 5TA66ERED. 5. SOLID BLOCK A/ 2X AT MIDPOINT OF 5TUD5 OVER 10 FEET, E3ELOY4 BEARING PARTITIONS PERPENDICULAR TO JOISTS AND RAFTERS AT SUPPORTS. (DOUBLE J015TS UNDER PARALLEL BEARING PARTITIONS AND UNDER AINDOW CRIPPLES AT OVERHANGING FLOORS. 6. FIRESTOP AND DRAT-TSTOP TO CUT OFF ALL CONCEALED D HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOORS, AND ATTIC. PROVIDE VERTICAL FIRI=5TOPS AT 10' HORIZONTAL INTERVALS AT HALL FURRING VOIDS. FIR -ESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2X NOMINAL LUMBER. .41 E. METAL 0ONNEGTOR5 1. ALL METAL CONNECTORS, SHALL BF_ "SIMPSON" OR AN { APPROVED EQUIVALENT. 2. FRAME NAILING SHALL COMPLY WITH IBCARG R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING PLANS OR SHEARAALL SCHEDULE. ALL NAILS SHALL BE COMMON Y41RE NAILS U.N.O. B. _ USE CUT AA5HER5 AT BOLTED CONNECTIONS. ANCHOR BOLT AA5HER5 TO BE SQUARE 5" X 3" X 1/4'. CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED OR HAVE APPROVED COATING, ROOFING SHALL BE FASTENED WITH CORROSION -RESISTANT FASTENERS. 4. AGQ-G and D TREATED WOOD (ALKALINE COPPER GUAT) REQUIRES CORROSION PROTECTED FASTENERS, BOLTS, AND HARDWARE SUCH A5 SIMP50N 'THW OR HDG (HOT DIPPED GALVANIZED) OR 557BOO (STAINLESS STEEL). CJ F. PLYWOOD AtiND VIAPHRA (5M NAILING 1. ALL 5TRUGTURAL PLYINOOD SHALL HAVE A GRADING 5TAMP OF APA AND 14AIL PER 10CAR0 602,5.(1),(2). 2. PROVIDE DIAPHRAGM 5HEATHIN6 AND NAILING: (U.N,O.) FLOOR SHEATHING SHALL BE 5/4" TAG C-D-EXT-APA PLYWOOD AITH EXT GLUE, PI: 32/16, GLUE AND NAIL 10d AT 6" O.G. EDGES, 10" 0.6, FIELD. ROOF SHEATHING SHALL BE 15/32" C-D-INT-APA PLYWOOD AETH EXTERIOR GLUE, PI: 24/0, OR T/16" 058. NAIL 8d AT b" O.G. PANEL EDGE5, 12" O.G. FIELD. HALL SHEATHING SHALL. BE 15/52" G-D-INT APA PLYWOOD AITH EXTERIOR GLUE, PI: 24/0, OR -E/16" 055. NAIL 8d AT 6" O.G. PANEL EDGES, 12" O.G. FIELD. E7 G. VENTILATION AND ACCF-55 1. VENTILATE CRAM- SPACES AND OVERHANGING FLOC .5 WITH SCREENED OPENIN65 NOT LESS THAN 1 50. FT. NET GLE'AR AREA FOR EACH 500 50. FT. OF UNDER FLOOR ARIA. DISTRIBUTE OPENING5 APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST THO OPPOSITE 51DE5 AND ONE OPENING WITHIN 3 FT OF EVERY CORNER. COVER WITH 1/4" CORROSION -RESISTANT AIRE MESH AT GRAM SPACE OPENIN65. 2. PROVIDE W X 24" MIN. CLEAR ACCE55 THRU FLOOR OR 16" X 24' THROUGH AALL TO UNDER FLOOR AREAS. S. VENTILATE ATTIC SPAGE5 WITH NET CLEAR AREA EaVAL TO 1/150TH OF THE ATTIC AREA, EXCEPT THE NET AREA MAY BE 1/500TH, PROVIDED 501H, 15 36" ABOVE EAVES, WITH THE BALANCE IN THE EAVES. 3. WHEN A 30" OR MORE CLEAR ATTIC HEIGHT E-X15T5 FROM THE TOP OF CEILING JOISTS TO UNDERSIDE OF ROOF AND A 30+ 90 FT AREA, PROVIDE AN ACCESSIBLE PANEL 22" X 30", WITH 30" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RFLANER, R- 4ci BATT AND AE..ATHER-STRIP. H. - 5AtFETY GLAZING 9. TEMPERED SAFETY 6L.A55 SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN IMPACT, GLAZING IN DOORS, GLAZING AITHIN A 2*'ARC OF Or-OSED DOOR, GLAZED AREAS > 4 SO. FT. WHEN LF55 THAN 15' ABOVE A WALKING SURFACE, PER IBCARG R508.4. 2. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MARKED PER IBG/IRG R308.1. I. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DEMINE AVEGUAGY OF EXISTING AND FROP05ED ELECTRICAL SERVICE AND PROVIDE RffaUIRED CIRCUITS AND AMPERAGE F N.E.G., STATE AND LOCAL ENERGY CODES, AND MANUFAGTIP`rR'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLI,&.NCE5 AND EQUIPMENT. J. MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. TANK5 SHALL NOT ESE INSTALLED UNDER STAIRS AND SHALL HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR PER GODS. AND MANUFAGTUREK5 SPECIFICATIONS. 2. GA5 APPLIANCES IN GARAGE SHALL BE ON A 18" H1614 PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRNF�,C, PROVIDE A 3" (P GONG FILLED STEEL BOLLARD. 3. AIR DUCTS PENETFrAATING GARAGE TO HOUSE SE^PARAi10N SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMF_F-F5. 4. DUGTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUGTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFAGTUREK5 DATA ON EQUIPMENT EFFICIENCY FOR BUILDING DEPARTMENT REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA RCOM5 SHALL HAVE MECHANICAL. EXHAUST, IN INSULATED, R15117 DUCTING TO EXTERIOR, WITH A BACKDRAFT DAMPER, CAPABLE OF 5 AIR GHAN6E5 PER HOUR. 6. DRYEF_ 'EQUIVALENT" EXHAUST DUCT LENGTH 15 TO BE POSTED AITHIN b FT OF DUCT CONNECTION. -1. RANGEHOODS IN EXGE55 OF 400 GFM SHALL HAVE AUTO - CONTROLLED OUTSIDE MAKE-UP AIR. af K. PLUMBING 1. PLUMBING CONTRACTOR SHALL 51ZE ALL LINES. VENTS, AIRGAPS, AND GLEAN -OUTS PER CODE. 2. FLOW RATES TO COMPLY WITH WAG 51-46 SECTION 402.0 TOILET5: 1.6 GPP (MAX), SHOWER5: 2.5 GPM (MAX), LAVATOREE5/FA vr,ET: 2.5 GPM (MAX). 5. HOT RATER TAW-- SHALL BE SITED BY INDUSTRY STD5 FOR PROPOSED USE AND BE LABELED NAEGA APPROVED. 4. HOT RATER TANKS REQUIRE DUAL (HIGH AND LOA) 5E SMIC STRAPS SECURED TO STUDS, EXPANSION TANK, AND A PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR). ❑ L. MOISTURE CONTROL 1. SHOWERS SHALL HAVE A NON-AB50RBENT SURFACE TO A HEIGHT OF '!2 INCHES ABOVE FLOOR. 2. PROVIDE AATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS. TILE SHOINER5 WITH A 51TE-BUILT PAN SHALL BE FILLED AND LEAK T�TEE> FOR 12 HOURS. PROVIDE MILDEIN RE 515TANT CAULK AT ALL TILE ACCESSORIES. ❑ M. 5ATH SAFETY 1. HINGED SHOAER DOORS SHALL OPEN OUTAARD. DOOFZ AND SHOENER ENCLOSURES SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/6 TEMPERED, 1/4" LAMINATED. 2. FLOOR TILES AT 9HOAER5 AND AET AREAS SHALL EY 5KID-RE5E5TANT. PROVIDE SECURE BLOCKING FOR ALL GRAB BARS FER PLAN, CAPABLE OF SUPPORTING A WO LB. IMPACT LOAD. Uf N. FACTORY BUILT FIREPLACES / STOVES 1. UNITS SHALL BE U.L. LISTED PER UL127, AND INSTALLED PER MANUFACUURER'5 RECOMMENDATIONS AND REOUIREJD CLEARANCES. 2. UNITS 514AI-L HAVE TIGHT -FITTING GLASS OR METAL DOORS, READILY ACCESSIBLE CONTROLS TO A TIGHT FITTING FLUE DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO FIRE BOX, AND A 3/6 INCH THICK MIN. NON-COMBUSTIBLE HEARTH EXTENSION THAT 15 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. 5. PROVIDE CHIMNEY SIZE AND CLEARANCES PER GODE AND MANUF. SPECS FOR 'IN5TALLATION OF SOLID FUEL BURNING APPLIANGE5. 4. FIREPLACES A1TH GAS COMBUSTION ONLY SHALL BE INSTALLED PER I.M.G. AND MANUF. SPECIFICATIONS. ❑ 0. TRUSSES 1. PRE-FABRiGATED TRU55EE5 SHALL BE DESIGNED BY A AASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE AITH THE PLAN REGtUIREMENT5. SUBMIT COMPLETE SHOP DRAWIN65 AITH E-NGINEEK5 SEAL FOR APPROVAL PR10R TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS AASHINGTON HOOD 'TRU55 FABRICATORS COUNCIL, 2. CONTRACTOR TO VERIFY 5PAN5 PRIOR TO FABRICATION. 3. APPROVED HANGER5 MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON -BEARING PARTITIONS BELOW TRU55E5 SHALL BE SEPARATED FROM TRU55 WITH 51MP50N 5TG CLEPS. 4. TRUSSES SHALL BE BRAGED TO PREVENT. ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE WITH THE INDIVIDUAL TRU55 DE516N PROVIDED BY THE MANUFACTURER. ud P. 5KYLI6HT5 1. GLAZING SHALL BE INSULATED, FULLY TEMPERED (TOP), LAMINATED OLA55 WITH MIN. 0.015" POLYVINYL BUTYRAL INNER LAYER (BOTTOM). 2. PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDES. THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FINISH AND FLARE HELL TO CEILING. PER PLANS. ❑ 0. EMERGENCY E6RE55 1. EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPE=NA51-E EMERGENCY ESCAPE AND.RE5CUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.150. FT., MIN. CLEAR HEIGHT OF 24% MIN. CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GRADE FLOOR OPF-NINC75 MAY HAVE NET CLEAR MIN. OPENING OF 5 50. FT. IJ R. SMOKE AtLA<RM5/DETEGT0R5 AND (:ARBON MONOXIDE AtLArRM5/DETECTORS 1. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SLEEPING AREA. AHERE AN ACCESS CORRIDOR OPENS INTO A ROOM WITH A CEILING 10" OR HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR SHALL BE PLAGED IN EACH. DINELLlN65 AITH MORE THAN ONE STORY OR AITH A BASEMENT SHALL HAVE A DETECTOR INSTALLED AT EACH LEVEL AND IN CLOSE" PROXIMITY TO THE STAIRS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOOR5 CLOSED. 2. SMOKE DETECTORS IN NEH CONSTRUCTION 5HALL BE DIRECT AIRED TO BUILDING POWER AITHOUT A DISCONNECT 5AITCH OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE BATTERY BACK-UP. 2. REMODELED OR ALTERED EXISTING BUILDINGS MAY HAVE BATTERY ONLY OPERATED DETECTORS AHERE DIRECT AIRING REQUIRES THE REMOVAL OF EXISITNG INTERIOR FINISHES. 3. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND 1N THE IMMEDIATE VICINITY OF 5LEEPING AREA51AND 0M ❑ 5. SECURITY hc,0 L-evELF HhA D>Wl p--OD, 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOOR5 AITH A MINIMUM 1/2" THROA DEAD BOLT WITH LOCKS OPERABLE AITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT. 2. PROVIDE AN OBSERVATION PORT @ 54"-66" ABOVE THE FLOOR AT SOLID, UNGLAZED ENTRY DOOR5. ❑ T. GASRASGE / DWELLING SEPARATION 1. GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIRETAPE..D 1/2" GAB, APPLIED TO THE GARAGE; SIDE OF ALL GARAGE SURFACES ADJOINING DWELLING'S LIVING, ATTIC AND CRAWL SPACES. 2. DOOR5 FROM GARAGE TO DWELLING SHALL BE 1-3/8"+ THICK, SOLID CORE, AND TIGHT FITTING. 3. GARAGE GEILIN65 COMPOSED OF 2x+ 5OLID-5AAN JOISTS AND SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE LAYER OF FIRETAPE_D 5/8" TYPE~ "X" GW6. ALL GARAGE P05T5, BEAM5, AND WALL5 SUPPORTING HABITABLE SPACE SHALL HAVE ONE LAYER OF FIRETAPED 1/2" GAB. GARAGE CEILINGS COMPOSED OF I -JOISTS, AITH HABITABLE* SPACE ABOVE, SHALL HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GAB MIN. 4. AIR DUGT5 PENETRATING THE SEPARATION SHALL BE 26 GAUGE MINIMUM OR HAVE AN APPROVED DAMPER. ud U. STAIRS AND GUARDRAIL5 1. 5TAIRAAYS SHALL HAVE A MIN. A[DTH OF 36", A RISER HEIGHT OF 1-5/4" MAX., A MIN. TREAD LENGTH OF 10", AND 3/&" MAXIMUM VARIATIONS. A TREAD NOSING OF 5/4" TO 1-1/4" 15 REQUIRED ON STAJR.NAYS WITH 50LID RISERS UNLE55 TREAD DEPTH 15 11" OR GREATER. 2. HANDRAII5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS. 3. HANDRAIL5 SHALL BE PLACED 54" TO 35" ABOVE THE NO51N65 AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-1/2" TO 2" DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN AT ENDS. 4. PROVIDE 80" MIN: CLEAR HEADROOM ABOVE NOSINGS. 5. AREAS BO" ABOVE GRAVE (WITHIN 3 FT) OR ADJACENT FLOORS PROVIDE GUARDRAILS AITH A MINIMUM HEIGHT OF 56" AND INTERMEDIATE BALU5TER5 OR RAILS SPACED 50 THAT A 4" SPHERE- CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIREBLOC NG IN CONCEALED SPAC� W STRINGERS AT TOP AND BOTTOM OF RLJ UW13'E9Q2W-N_ STUDS ALONG AND IN LINE AITH RUN OF STAIRS. CITY OF EDMON DS DEVELOPMENT SERVICES DEPARTMENT w l 0 um, V m o w lu U w 0 o A rL O 4 w JU m o a N w Q z o LU o p U Q � w li Lu Lu Lu to INO N X N A W c� x a z c: a 1- CL U w U a w 0 o ui U 0 0 IL �cli O � o� ) 0 4 ulIo U 1W d to = z z O � W CZ E � m 8•zr-z0 REVISIONS oil STATE ENERSY COVE NOTES ❑ ADDITIONS TO EXISTING BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE STRUCTURE COMPLY, PROVIDED THE NEN ADDITIONS CONFORM TO THE CURRENT CODE. SECTION 101.5.2.1 ❑ EXGEPTEON: NEW ADDITIONS LE55 THAN 750 5Q FT THAT DO NOT FULLY COMPLY SHALL BE APPROVED IF IMPROVEMENTS ARE MADE TO THE EXISTING OCCUPANCY TO COMPENSATE FOR ANY DEFICIENCIES IN THE NEW ADDITION. Rr EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL5 AND ROOF, OPF-NIN05 AT PENETRATIONS OF UTILITY 5ERVICE5 THROUGH INALL5, ROOF AND FLOORS; AND OTHER SUCH OPENING5 IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANEL5 INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. WEATHERSTRIP EXTERIROR DOORS, AGGESS PANE1-5 AND DOORS ADJOINING UNHEATED SPACES. Er RECE55ED LIGHT FIXTURES IN THE BUILDING ENVELOPE SHALL MEET ONE OF THE REQUIREMENT5 OF N5E0 502.4.4. U( INSULATE FLOORS, WALLS AND ROOF PER NODS AND PLANS. USE FACE STAPLED KRAFT BATT5 AT WALL5 AND SINGLE JO15T CATHEDRAL CEILINGS, PROVIDE VAPOR RETARDER < ONE PERM AT HEATED SIDE OF INSULATED ASSEMBLIES, EXCEPT AT CEILINGS WITH GREATER THAN 12 INCH HIGH AVERAGE VENTED SPACE, 6 P PV. A. 58A,69 Q!U CT.1n/. S. ❑ PROVIDE 1 LAYER 6 MIL. BLACK POLY VAPOR BARRIER AT CRAWL SPACES AND 2 LAYERS UNDER CONCRETE SLABS. LAP JOINTS 12 INGHE5 MINIMUM AND N17 TO THE FOUNDATION NALL5. INSULATE ALL WATER PIPES IN NON -CONDITIONED SPACES TO R-3 MIN. RECIRCULATING HOT WATER 5Y5TEM5 TO BE INSULATED PER TABLE 5-12. Edr PROVIDE 2.5 GPM FLOW RE5TRIGTOR5 AT 5HOWER5, AATERHEATER5 SHALL MEET REQM75 OF NAEGA AND BE 50 LABLED. ❑ ELECTRIC HOT NAT?R TANKS IN NON -HEATED SPACES OR ON CONCRETE SHALL BE PLACED ON A NON-COMPRE551BLE SURFACE INSULATED TO R-10. ❑ INSULATE HOT AIR DUCTS IN NON -HEATED SPACES PER TABLE 5-11 NSEG. PROVIDE HVAG EQUIPMENT SIZING, CONTROL5,AND DUCT BALANCING PER WSEC MECHANICAL VENTILATION NOTES I.R.G. VENTILATION AND INDOOR AIR QUALITY 5G0PE ANP GENERAL REOUIREMEN75 ❑ ADDITIONS TO E XISTING BUILDINGS MAY BE MADE WITHOUT MAKING THE ENTIRE BUILDING COMPLY, PROVIDED THAT THE NEW ADDITION SHALL CONFORM TO JHE PROV151ON5 OF THIS GODS. K 1 02.7. 1 YEXCEPTION 1. ADDITIONS LESS THAN 500 5Q FT OF CONDITIONED FLOOR AREA ARE EXEMPT FROM THE REQUIREMENTS IN THIS CODE FOR WHOLE HOUSE VENTILATION SYSTEMS. ❑ EXCEPTION 2. ADDITIONS OR ALTERATION5 TO EXISTING BUILDINGS WHICH DO NOT REQUIRE THE CONSTRUCTION OF FOUNDATIONS, CRANL5PACE5, SLABS, OR BASEMENTS SHALL NOT BE REQUIRED TO MEET THE PROVISIONS FOR RADON PROTECTION. V94TILATION 5Y5TEM5 H LSU-7, + W SOURCE SPECIFIC, VENTILATION SOURCE SPECIFIC EXHAUST VENTILATION 15 REQUIRED IN EACH KITCHEN, BATHROOM, HATER CLOSET, LAUNDRY ROOM, INDOOR SNIMMING POOL, SPA, AND OTHER ROOMS NHERE EXCESS WATER VAPOR OR COOKING ODOR 15 PRODUCED. EXHAUST SHALL HAVE A MINIMUM FAN FLOW RATING NOT LE55 THAN 50 GFM AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS AND 100 GFM AT 0.10 INCHES HATER GAUGE FOR KITCHEN HOOD OR DONNDRAFT. 5Y5TEM5 SHALL BE CONTROLLED BY READILY AGCE551BLE MANUAL 5NITGHES, DEHUMIDI5TAT5, TIMERS, OR OTHER APPROVED MEANS. DUCTS SHALL .TERMINATE OUTSIDE THE BUILDING KITH SCREENED BACK -DRAFT DAMPERS. INSULATE DUCTS IN UNCONDITIONED 5PACF-5 TO R-4 MINIMUM. Alterations Worksheet 2015 Washington State Energy Code I ne vvasnfngion estate Chew t-,oae requirements rar aiteratjuris ale iacateu in Chapter v Alterations (remodels) do not need to obtain energy credits from Table R406.2 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? VYes r No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the rooflceiling framing cavities or attic be exposed? V<es r- No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? f/Yes F No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? N Yes r No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of <_0.30 Will the heating or cooling system be replaced? r' Yes NAo If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? r' Yes W No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? r` Yes )/ No If yes: 75% of all lamps must be high efficacy (LED or CFL) SKYLIGHT: INSTALL PER MANUF. SPECIFICATIONS AND PER GENERAL NOTES PAGE 2, 4" MINIMUM CURB, FLASH AND COUNTER FLASH, STEP FLASH 5IDE5 \ �\ R-21 BATT INSULATION \ 6RO55 VENTILATION \ BAFFLE IF NECESSARY -�� } DO NOT CUT TRU55E5 "`� '� PROVIDE BLOCKING AT TRU55E5 FLARE YE -IL, '2" C71^8 LINER OR HEADER PER FRAMING PLAN 5KYLISH7 T`rFICAL DETAIL NO SCALE WINDOW AN17 EXTERIOR DOOR SGHEVULF. ..............................................., Install per manufacturers specifications. Have all manufacturer documentation on site. ATTENTION: THIS SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED AS PRODUCT ORDERING SPECIFICATIONS. • SEE WORD ABBREVIATION INDEX ON PAGE 1 • FROVIDE HARDWARE 4 AGGE55ORIES PER OWNER. • CODE LETTER = WINDOWS, CODE NUMBER = DOORS • FROVIDE WEATHER-STRIPPING FOR EXTERIOR DOORS. • ONLY THERMAL DOORS ARE. LISTED BELOW. • PROVIDE SCREENS FOR VENTING WINDOWS, DOORS AND SKYLIGHTS. • VERIFY SIZES AND QUANTITIES WITH PLANS. • FROVIDE MANUF. 5TO. MUNTIN GRILLS AS SHONN ON ELEVATIONS. • SEE ELEVATIONS FOR VENTING 4 CUSTOM SHAPES. • MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH • SEE FLOOR PLAN FOR ACTIVE DOOR PANEL-5 4 SNING. OPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS. NFRG CODE UNIT SIZE NO. NIDTH HEIGHT 50. FT. DESCRIPTION FRAME TYPE GLASS TYPE AIRSP. FEATURES U VAL U x A A 1/6 X 1/6 1 1.50 1.50 2.25 PIG VINYL 2 GL LON E ARC, 0.512 0.50 0.65 $ 1/6 X 1/6 1 1.50 1.50 2.25 PIG VINYL 2 GL LOA I- ARC, 0.812 0.30 0.65 G 6/O X 5/g 1 6.00 3.15 22.50 SLIDER XO VINYL 2 GL LON E ARC, 0.512 0.50 6.75 D 2/0 X 3/0 1 2.00 5.00 N/A FIXED SKYLIGHT Al- GLAD WOOD 2 GL LON E ARC, 0.280 T5G AT PORCH N/A N/A E 2/0 X 3/0 1 2.00 5.00 N/A FIXED SKYLIGHT Al- GLAD AOOD 2 GL LON E ARG 0,250 T56 AT PORGH N/A N/A F 6/0 X 5/0 1 6,00 5.00 30.00 PIG- BOT 5L XO VINYL 2 GL LON E ARG 0.512 15" BAR 0.30 q.00 G 6/0 X 3/0 1 6.00 5.00 15.00 51-IDER XO VINYL 2 GL LOW E ARG 0.812 0.30 5.40 H 2/0 X 2/0 1 2.00 2.00 N/A FIXED SKYLIGHT AL GLAD HOOD 2 GL LOIN E ARG 0.280 T5G 0.45 N/A 1 2/0 X 2/0 1 2.00 2.00 N/A FIXED SKYLIGHT AL GLAD HOOD 2 GL LON E ARG 0.280 T51:51 0.45 N/A .1 2/0 X 2/0 1 2.00 2.00 N/A FIXED SKYLIGHT A! GLAD NOOD 2 GL LON E ARG 0.280 T51:5 0,45 N/A 1 5/0 X 6/5 1 3.00 6.67 21.00 ENTRY DOOR HOOD OPT. GLAZING 0.500 T56 N/A EXEMPT 2 5/0 X 6/8 1 1 5.00 1 6.67 34.00 SLIDING GL DR VINYL 2 GL LONE ARG 0.625 T5G 0.30 10.20 i QUANTITY TOTAL: 12 AREA = 1011.00 50. FT. TOTAL UA / AREA = UA AVERAGE = 0.30 UA TOTAL 52.70 WINDOWS AND SLIDING GLASS DOOR - MILGARD BRAND VINYL, SUNCOAT MAX LOW E, DBL GLAZED, ARGON FILL ENTRY DOOR - 51MP5ON, BUFFELEN, OR EQUIVALENT - EXEMPT FROM ENERGY REQMT 5KYLI614T5 - VELUX ALUMINUM GLAD WOOD, DBL GLAZED, LOW E, ARGON FILL RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z w� o LU z Fc.,nt oz w a W a� M EO Ln }O � m Z � r Q r O Q � V Z O � � N JU �- Q U1 _ < 6tu . N = 2: z O a lu Q � m <(il ig -tt,zo REVISIONS 3 E5 P � %' 6~ 011VH -5fl PEKxD y1° ® off- C-Lae;< to itz I / �L , 'X va) R41Ali S f oStI K1\ IX N �414X �7 ,.............. ............................ Install pe.,r manufacturers �PEG specific Cations. Have all manufacturer 0 ` documentation on site. ��"Ldv►i .......... 4 .............I ............... -A Oil cz,--� I.. L) P-T FIRST FLOOK PLAN S(:,ALE 1/4" = 1'- o" toI_Z'1 / ll 1 4 60, Is \I- E-1 Pao 1 •, REFERENCE NORTH X I 01 wo RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS 11 o � m Dmm� r /� o s " (Q /7 T Dm ,•, AZm �o M. jv - �co O mN o m v C O Z c/' a ALBERT H. COHEN DESIGN GOMPANYP.S, 550 DAYTON STREF-T SUITE 6 EDMOND5, YVA 95020 ALBERT HILTON GOHEN, AKOHITEOT TEL (425) -Mb-1575 N 0 c I rn r rn { 0 z 2 MARK ANP LAURA MYERS RESIPENGE 843 MAIN STREET WMONP, INA 98020 DOCUMENT OF SERVICE - COPYRIGHT © AHC 21320 - UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. 5496 REGIST EO ARCH[ �RCHI FCT ALBERT H. COHEN STATE OF WASHINGTON AEG 6�1 1 ­:�I) .FOUNDATION 4 15t FL FKAMING PLAN SOAL.E 1/4" = V- O" 16 I(vZC l (o I. I 1 C� I dG Lt� c 4,0 rL C P I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- REFERENCE NORTH RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a z LLF u L6Ll,uj F sz 0= a¢ s� rrLL LLE 0 CO W rt co J� F t1 i l w a v w m 7 w lu LU w O A � a 0 U+ 4 ` O IUFww- S m X U K Uj lQ `r O O U AO I LI w x LOU w 0 q x 7 N +- N A < U 4 O r- N Y O U w U LU w 0 M o Lry r N� JU A� U lu u _ a HO a [a —1m � 8• Zl .zo REVISIONS I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I ------------------- N r4p I�GN 1 H 1..evelc Per' LSE sx�r� IF- x5' �a �RL G a rM ROOF F es' AM I N G PLAN SCALE 1/4" = 1'- G" JCl �C) �j al f E;Lc Fki �pv� � t fl✓ �2-a� re r I Hardware and fasteners in contact with preservative -treated wood shall be of ■ ' hot -dipped zinc galvanized steel, I stainless steel, silicon bronze or copper. .In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. ■ LIRC R317.3.1 IBC 2304.10.5.1 I - — - — - — - — - — - — - — - — - — - REFERENCZ NORTH RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Z O W ~ 2 � O m �9 �W LJ O mW Q� U) V lurr��` �A o W O V1 K A J w A W W A z A� WE e).Zd.-Z-0 REVISIONS h k o I—rt-rZ44 CctAp t H 09%6LA5e� 'I l ►7oL.1 �i,Ir ��� � �/�� I��ll �r•L��l Leo E5l✓��� �4 A, -1?- 5GALE V = 11•-0'i t-L- E vc.E F V1__ 6—A F�A� 4r 4-6,> n:i r-.5 Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. In the absence of manufacturer's - recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. I IRC R317.3.1 IBC 2304.10.5.1 ■ L........ .............. �rzdp�k6T,1. "Er G®�f�qpzo,�I � 3I PETAL -_ SCALE V = 1'-q- e��It;ro -pjk. .AY,$ C o DET?�IL (il-p 1_1p�*i�c �.{.y. 0(1—��'1 II j (/ .�'r "'� r)Ili1. inw..1Ir.li.1,6G .. .. . I" - co I 5GALE 1 = 1 `0 e�x SCE I )64p* &VA_ *;r-n- r �1r(,9'' r4FN4eGA L, FS OF —TAIL SCALE 1" = 11_014 RECEIVED Aug 31 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - Z W o �g z o U aLL d �LL 0 Q CIO J lL m aU) LOLO V Z lu A o U1 d) �C K JU 1JL. Q w w � W z A �r @1 REVISIONS N n m a Cl m O /_ m Dmm� /� o s " (Q /7 T D,•, AZm �o z M IQ - �co O mN o m v l� t C ^� Z co 4 ALBERT H. GOHEN Pr:VaN GOMPANYp.S. 330 DAYTON STREET SUITE 6 EDMONDS, YVA a8020 ALBERT HIL_TON C.OHEN, ARGHITEGT TEL (425)-116-13"13 11 MARK AN=7 LAURAt MYERS RESIVENGF. .545 MAIN STREET EMMONM, ^A 98020 DOCUMENT OF SERVICE • COPYRIGHT 0 AHC 2020 -UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW. %RED CHI C T H. CERB STATE OF WASHINGTON