6611 WETMORE AVE 2022-07-28 - Laserfiche WebLink

DOORS AND WINDOWS GENERAL NOTES DOORS TO THE EXTERIOR SHALL HAVE MAX. 7.75"STEP TO MIN 36"DEEP LANDING ` ALL GLAZING TO BE PER WSEC TABLE 6-2 UNLESS NOTED OTHERWISE. GENERAL NOTES: Q'1 ALL SKYLIGHTS AND SKYWALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. IJ' FRENCH DOORS TO BE DOUBLE GLAZED NFRC CERTIFIED WITH U VALUE OF 0.35 OR BETTER, 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE UNLESS NOTED OTHERWISE. INTERNATIONAL RESIDENTIAL AND BUILDING CODES, MECHANICAL, ELECTRICAL, CODE FACTORY BUILT WINDOWS TO BE NFRC CERTIFIED AND CONSTRUCTED TO PERMIT MAXIMUM AND ENERGY CODES. INFILTRATION OF 0.5 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND BUILDING :1 ALL DESIGN AND CONSTRUCTION SHALL CONFORM i0 2018 EDITION OF INTERNATIONAL RESIDENTIAL CODE AND CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ASTM E 283.73. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT a N. Permit#: B2106-010 FROM INFILTRATION CRITERIA ABOVE: BUT MUST BE MADE TIGHTLY FITTING AND WEATHER DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATION FROM 8 a BUILDING STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 win CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. m CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE coSite Address: 6611 WETMORE AVE SE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND PROVIDE L 01 TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN SEE PLANS FOR: REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION, ,n' . E INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL DESCREPANCIES -MAXIMUM GLAZING AREA. 'p!� Q m 0 t� TO THE ARCHITECT(ALA ARCITECTURE PLLC) AT THE TIME THEY ARE NOTED. - GLAZING MFG. AND MODEL NUMBERS. OTHERWISE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF .JJ 3 y q Owner: ANDRELamf/KAMENCHUK -WEIGHTED UA CALCULATION FOR SUB-STANDARD GLAZING. ANY NECESSARY REMEDIAL WORK. WRITTEN DIMENSIONS SHALL HAVE - A CONSTRUCTION TYPE:: R ASSUMED SEISMIC DESIGN CATEGORY(SDC): 01 SAFETY GLAZING LOCATIONS AS PER IBC SECTION 2406.4: d 'C M OCCUPANCY GROUP: R- 3 WIND SPEED: 85 MPH PRECEDENCE OVER SCALED DIMENSIONS. 6 2 N 1° Tenant: [TenName] FIRE ZONE: 3 EXPOSURE CATEGORY: C 1. INGRESS AND EGRESS DOORS (D s E FOUNDATION 2. SLIDING GLASS DOORS,SWINGING GLASS DOORS 3. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS �I Y a App.Date: 6/4/2021 3. SHOWER AND BATHTUB ENCLOSURES `l Q M UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED,FOUNDATION DESIGN IS SHOWN ARE TO CENTERLINE OF COLUMNS, OUTSIDE FACE OF CONCRETE i BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF.EXTERIOR FOOTINGS SHALL BEAR 1'-6" 4. GLAZING W/THE EXPIOSEO EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IL IN THE CLOSED POSITION,&BOTTOM EDGE IS LESS THAN 60"ABOVE THE WALKING SURFACE WALLS, AND EXTERIOR FACE OF STUD WALLS UNLESS OTHERWISE NOTED. I' Q Proposed Use: RESIDENTIAL ALTERATIONS (MINIMUM)BELOW FINISHED GRADE WITH 17"MIN.WIDTH OF CONCRETE FOOTINGS PER TABLE R403.1. ALL S. GLAZING GREATER THAN 9 S.F.LE55 HAN 18" ABOVE FINISHED FLOOR 4. REPETITIVE FEATURES DRAWN ONLY ONCE SHALL BE PROVIDED Ru N FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF 6. GLAZING IN GUARDRAILS COMPLETELY AS IF DRAWN IN FULL. 1v 'o N W Description: FINISHING BASEMENT COLUMNS. 7. GLAZING IN STAIRWELLS AND WITHIN 5'OF TOP/BOTOM OF STAIRS. a ;gl M CONCRETE MINIMUM 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL J iV d. 73- CLASS AND USE F'C SLUMP SACKS/C.Y. CHARACTERISTICS OF THE SOIL, NOR DOES THE ARCHITECT VERIFY T - N MISCELLANEOUS NOTES THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. o 2 m E Reviewed By: Date: A- FOODNGS AND 2,500 3-4 5 1/2 1. GUARDRAILS TO BE 36"MIN. ABOVE FINISH FLOOR. R312.1 FOUNDATIONS 6. HEATING UNIT TO MAINTAIN 70' F. AT 3' ABOVE THE FLOOR WHEN 10' J in10 2. HANDRAILS TO BE 34"- 38"ABOVE NOSING.WITH HANDGRIP OF 1 1/4" - 2"IN l9 N B-SLABS ON GRADE 2,500 3-4 5 1/2 CROSS SECTION.R311.5.6 F. OUTSIDE TEMPERATURE. 1. AIR ENTRAINING AGENT(5%TO 7%)TO BE USED IN ALL CONCRETE FLATWORK EXPOSED 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN CO v Office Set Job Site Set Fire/Planning Set TO WEATHER(TABLE R402.2) 7. FIRE DAMPER DUCTS PIERCING SEPARATION WALL OR CEILING BETWEEN 2. POZZOLITH 300 SERIES(4 02.PER 100#OF CEMENT)TO BE USED IN ALL CONCRETE. SUCH THAT A SPHERE 4"IN DIAMETER CANNOT PASS THROUGH.R312.2 vl 3. PER R402.2 MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY TO ACI 318 4. ONE HOUR FIRE SEPARATIONS BETWEEN GARAGE AND DWELLING: INSTALL 5/8"TYPE DUCTS. GARAGE AND RESIDENCE OR PROVIDE MIN. 26 GAGE GALVANIZED X'GYPSUM WALL BOARD ON ALL WARM WALLS AND CEILINGS,BEAMS,POSTS AND STEEL. JC BEARING WALLS. 5. BEDROOM EMERGENCY EGRESS WINDOWS: MINIMUM NET CLEAR OPENING OF 5.7 SO.FT., 8. PROVIDE SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS PER IRC /T REINFORCING STEEL MIN.NET CLEAR OPENABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF C' 24". MAXIMUM FINISHED SILL HEIGHT OF 44"ABOVE FLOOR. R308.4 INCLUDING GLAZING AT DOORS, WITHIN 24 INCHES OF V ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN 6. EACH SLEEPING ROOM SHALL BE PROVIDED W/A SMOKE ALARM(INTERCONNECTED)SMOKE DOORWAYS, AT TUB/SHOWER ENCLOSURES, AT STAIR LANDINGS, AND EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315,318 DETECTORS SHALL BE PROVIDED W/A BATTERY BACK-UP.PER NFPA 72(R 313) Hw'1 GRADE 60 STEEL FOR ALL VERTICAL REINFORCING AT RAILING BALUSTRADE PANELS. GLASS WITHIN 18" OF FLOOR AND 7. ANCHORED VENEER SHALL BE PROVIDED WITH #22 GA. X 3/4"CORROSION RESISTANT 'x - - CONCRETE COVER OF REINFORCING ANCHOR TIES. THE ANCHOR TIES SHALL BE SPACED A MAX.OF 24 0.C. AND SUPPORT GREATER THAN 18" IN LEAST DIMENSION SHALL BE SAFETY GLASS. NO MORE THAN 2 SO. FT.OF VENEER. IN SEISMIC ZONE 3&4 THE EXTENDED LEG OF (, I` T 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. THE ANCHOR TIE SHALL LOOP AROUND A#9 GA. CONT. HORZ.JOINT REINFORCEMENT WIRE. 9. LIGHT AND VENTILATION SHALL CONFORM TO IRC SECTION R303. -D ^. 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER. WINDOW AREA IN HABITABLE ROOMS MUST BE MIN. 8% OF FLOOR : '�.`I\1 L-`' 1 1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. C� r 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. AREA OPEN WINDOW AREA MUST BE MIN. 4% OF FLOOR AREA 0 o FOR NATURAL VENTILATIONND WALL . -. VERT CAP OLUMN ALS 32 DIAMETERS.CLASSS. LAP ALL OTHERRETE AND MANRY COLUMN REINFORCINGS224 DIAMETERS.A SPLICES AT $ ig: ��IIP_ APPROVED TENSION REGIONS SHALL NOT BE PERMITTED. FRAMING 1 O. WINDOWS WITHIN 10' OF GRADE SHALL BE PROVIDED WITH S « `z LATCHING DEVICES. ALL FRAMING TO COMPLY WITH IRC CHAPTERS 5,6,8. NAIL SIZES.SPACING.FASTENERS TO CONFORM TO 11. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A = _-- _ PLANNING & COMMUNITY IRE SECTION R602.1(SEETABLE R602.311)) -- -__ DEVELOPMENT DEPT. RECOGNIZED AGENCY. "' ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN.CLEARANCE BETWEEN WOOD AND EARTH(R319.1) 12. PROVIDE A DEAD BOLT WITH 1" MIN. THROW AND VIEWPORT 18"MIN.CLEARANCE BETWEEN FLOOR JOISTS AND EARTH AT EXTERIOR DOORS. 12"MIN.CLEARANCE BETWEEN FLOOR BEAMS AND EARTH �J3'REGISTERED) BY LUMBER STRENGTH (UNITS IN PSI) 13. ALL LOCKS SHALL BE OPERABLE WITHOUT SPECIAL KNOWLEDGE OR , , ARCHITECT /� II EFFORT. EXTERIOR DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE DATE cJ `l STUDS: V e E USE OF A KEY. ARTHUR L.ADAMOV HEM - FIR#3 75 575 1,400.000 STATE OF WASHINGTON STUD GRADE 75 775 1,400.000 14. GARAGE AND DWELLING OCCUPANCY SEPARATION SHALL BE MIN. JOIST. AFTERS:#2 (2(20X11 )0) 75 1075 980 1.300.000 1,300,000 1-HOUR RATED GYPSUM DRYWALL 5/8" TYPE "X" AND SHALL BE FIRE 7 5 BEAMS,HEADERS.LINTELS.GIRDERS: 4X12 TAPED AND FINISHED. WRAP ALL EXPOSED POSTS, BEAMS OR WALLS 4"NOMINAL DOUG-FIR#1 95 1000 1,700,000 6"NOMINAL DOUG-FIR#1 85 1350 1,600.00o SUPPORTING THE DWELLING OCCUPANCY WITH A MINIMUM OF 1/2" TYPE a GLUED LAMINATED TIMBERS: BASIC MECHANICAL "X GYPSUM WALLBOARD. DOUG-FIR LARCH (24F-V3) 165 2400 5 1.600.000MICRO-LAM LVL. 285 26002,015 PSFSOLID FUEL BURNING APPLIANCES15. PENETRATIONS OF FIRE RATED WALLS AND CEILINGS SHALL BE PROTECTEDASSUE LOADING(R301.5): - SODFUELBURNINGAPPLIANCES INCLUDEAIRTIGHTSTOVES,FIREPLACESTOVESROOMWITH APPROVED FIRE-RATED ASSEMBLIES OR FIRESTOP SYSTEMS IN ROOF: 25PSF DEAD LOAD + 25 PSF LIVE LOAD - 50 PSFHEATERS/FIREPLACESTOVES.FACTORYBUILTFIREPLACES.AND FIREPLACE wEROS. ACCORDANCE WITH IRC SECTIONS 317.3O FLOOR: 1OPSF DEAD LOAD 40 PSF LIVE LOAD 50 PSF UNLESS OTHERWISE ADOPTED BY KING COUNTY.ALL SOLID FUEL BURNING APPLIANCES CEILING: 5 PSF DEAD LOAD 10 PSF LIVE LOAD 15 PSF SHALL COMPLY WITH THE PROVISIONS OF CHAPTERS 12-24,IRE 16. DECK RAILINGS REQUIRED IF SURFACE IS 30" OR GREATER ABOVE 5 DECK: 5PSF DEAD LOAD + 60 PSF LIVE LOAD 65 PSF HEATING GROUND OR FLOOR BELOW AND SHALL BE MIN. 36" HIGH AND SHALL HAVE :^ "4 O 2021 INTERIOR PARTITION: = 7 PSF EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 IN :]L EXTERIOR PARTITION: 10 PSF MAINTAINING A TEMPERATURE OF 68 F AT A HEIGHT OF 3'ABOVE THE FLOOR IN ALL �y S,11 BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH FLAT OJT WASHERS. WOOD HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION 302.1. DIAMETER CANNOT PASS THROUGH. v` WASHINGTONBITABL SATE ENERGY CODE. SECTION R303.8 IRE BEARING ON OR INSTALLED WITHIN 1"OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED U ,q PRESERVATIVE. SOUD BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND DEFINITION: BUILDING ENVELOPE. THE ELEMENTS OF A BUILDING WHICH'ENCLOSE 17. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL EI 4 1 -F •IAj AT ALL SUPPORT OF JOISTS AND RAFTERS.BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED SEC 201, CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE � �{, BRIDGING AT 8'-0"O.C.FOR FLOOR JOISTS,10'-0'FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 1/2" W.S.E.C. TRANSFERRED TO OR FROM THE EXTERIOR,EXCEPT AS EXEMPTED BE CEDAR OR PRESSURE TREATED. Z W W Mo � 8� DUC VW0By<VISIONS OF SECTION 101.3.1. 18. PROVIDE MIN. OF 6" BETWEEN EARTH AND UNTREATED WOOD. W ,g DIAMETER AT 6'-O"O.C.;MINIMUM 7"EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWY N ON DRAWINGS SHALL BE"STRONG PE CONNECTORS'AS MANUFACTURED BY SIMPSON COMPANY OR CITY (Witt ervices PLYWOOD INFILTRATION CONTROL 19. WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRE 1/2" NET 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES.OPENINGS BETWEEN WALLS AIR SPACE ON TOP, SIDES AND ENDS. W Q PLYWOOD WALL AND ROOF SHEATHING SHALL BE 1/2"CDX,UNLESS OTHERWISE SPECIFIED.MINIMUM AND FOUNDATIONS,BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; r, (yi.3 permNAILING SHALL BE 8 PENNY 6"O.E.0 PANEL EDGES AND 12"O.C.IN FIELD.SPAN INDEX SHALL BE OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS.FLOOR AND W >" Q 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4 CDX TWO.UNLESS OTHERWISE SPECIFIED. MINIMUM ROOFS: AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE,INCLUDING ACCESS 20. COLUMNS AND POSTS: PROJECT PLINTHS 2" ABOVE CONCRETE FLOOR CA W NAILING SHALL BE 10 PENNY AT 6"O.C.0 PANEL EDGES AND,O O.C.IN FIELD. SPAN INDEX SHALL BE PANELS INTO UNHEATED SPACES.SMALL BE SEALED,CAULKED,GASKETED OR Vl E'�' WE',THERSTRIPPED TO LIMIT AIR LEAKAGE. OR CORNER (6 INCHES ABOVE EARTH) AND ANCHOR. PROVIDE 90# FELT ,, p�., F,F 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING.ALL EDGES OF PLYWOOD IN FLOOR.ROOF BETWEEN FOOTING AND POST. "I C- W"1 AND WALLS SHALL BE SUPPORTED. PLYWOOD EDGES AT FLOOR AND ROOF SHALL BE SUPPORTED AT 2. ALL EXTERIOR DOORS,OTHER THAN FIRE-RATED DOORS.SHALL BE DESIGNED TO 1 EDGES WITH CLIPS,BLOCKING OR OTHER APPROVED METHODS. PLYWOOD EDGES AT WALLS SHALL BE LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS 21. COVER SOIL THROUGHOUT CRAWL SPACE WITH 6 MIL VAPOR BARRIER. CO Z 3 W SUPPORTED BY FRAMING MEMBERS OR BLOCKING.OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED'FIRE-RATED'AND MUST RATINGS SHALL BE ALLOWED. MEET THE ABOVE REQUIREMENT. LAP 1'-0" AT EACH JOINT AND EXTEND UP FOUNDATION WALL TO OUTSIDE .~.. PLYWOOD WEB .JOISTS 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM GRADE LINE. 18" MIN. CRAWL SPACE UNDER JOISTS AND BEAMS SPACED F;) P4 PLYWOOD WEB JOISTS SHALL BE TJI OR ENGINEER APPROVED EQUAL WHICH DEMONSTRATES THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ICBO ACCEPTANCE. FROM STM TESTNG73.BUT SHALLVBE YIEATHERSTRPPED SHOP CAULKED,,WANDEMADE SASH TIGHTLYE EXEMPT TO S'-C O.C., 12" UNDER BEAMS AND GIRDERS MORE THAN 5-0 O.G. by '6'k A:,;yrtt USE TJI(OR EQ.MANUFACTURER)INSTALLATION MANUAL WITH SHOP DRAWINGS IN RESPECT TO NAILS FITTING. F+r T�1 a4 '^�'..".S .„.p o,,.4 s GLUE AND SPAN RATING OF PLYWOOD 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSEC SEC.502.4.4. 22. PROVIDE UNOBSTRUCTED CRAWL SPACE ACCESS, MIN. 18" X 24". cd T v,'t.,..4 `- '. hY 7 . FLOOR SHEATHING VAPOR BARRIERS / GROUND COVERS 4 O AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS. IN 23. FOUNDATION VENTILATION: MIN. 1 SQ. FT. FOR EVERY 300 SQ. FT. OF F-1 FINAL FLOOR SHEATHING:3/4"CDX APA RATED PLYWOOD(48/24)NAILED AND GLUED. ADHESIVES ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE 44 ` SHALL CONFORM TO APA SPECIFICATION AFG 01.PROVIDE TAG EDGES AT LONG PANEL EDGES. UNDERSIDE OF ROOF RAFTERS.AND AT EXTERIOR WALLS. CRAWL SPACE AREA. 1--I (F1, APPROVAL e�L /g��yp.�� A y '• NAILING SHALL BE 10d AT 6"o.c.AT PANEL EDGES AND 10"o.c. AT INTERMEDIATE SUPPORTS. A GROUND COVER OF 6 MIL.(0.006")BLACK POLYETHYLENE OR EQUIVALENT, SHALL BE _ _ (1A j ��`L1L H■.J PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS 24. CARRY ALL FOOTINGS TO A MIN. DEPTH OF 18" BELOW FINISH GRADE $,N; LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE STAGGERED 4'-0". OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. t AND/OR TO SOLID BEARING. �; STRUCTURAL GLUED-LAMINATED LUMBER THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE JUN SHALL BE DOUGLAS FIR FABRICATED TO THE REQUIREMENTS OF U.S.PRODUCT STANDARD PS 56. AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RATING 25. ALL EXTERIOR FOUNDATION WALLS BELOW GRADE SHALL BE 2 Z�22 LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN BENDING: 1100 PSI INNOT EXCEEDING 1 IS INSTALLED ON THE WARM SIDE OF THE INSULATION.(R 806.2) DAMPPROOFED ON THE EARTH SIDE FROM TOP OF FOOTING UP TO LLTENSION:1600 PSI IN COMPRESSION PARALLEL TO GRAIN;560 PSI IN HEAT 1 N G E CDU I P M E N T COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR(COMBINATION 24F-V3). FINISHED GRADE. LAMINATED MEMBERS TO BE AITC CERTIFIED.USE WATERPROOF GLUE. REQUIRED HEATING SYSTEM EFFICIENCIES ARE DETERMINED BY THE TYPE OF GLAZING WOOD TRUSSES INSTALLED. FOR A BREAKDOWN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF 26. ROOF AND FOOTING DRAINS SHALL BE TIGHTLINED SEPARATELY TO - - GLAZING.SEE WSEC TABLE 6-2 IN GENERAL NOTES. TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND HVAC EQUIPMENT FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% APPROVED DISCHARGE IF REQUIRED. ARCHIVED FABRICA FABRICATED FROM ONLY THESE DESIGNS. TRUSSES TO BE STAMPED BY THE OF DESIGN LOAD. MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE O TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL WATER TANK TO BE LABELLED PER 1987 NAECA. 27. STORM DRAINAGE CONTROL SHALL MEET REQUIREMENTS OF 0 PRIOR TO FABRICATION. ., ) R-10 INSULATION UNDER ELECTRIC WATER HEATERS ENGINEERING DEPARTMENT STANDARD PLAN. •" R',•:' 4 k .A FF t 4„n' �„' APPROVED I FASTS ER SHALL WALLS SUC AE HELD AS SIMPSON AWAY FROM OTO ENSUREDSS THATOTHEM CHORD N4TH TRUSS BOTTOM 2.5 2.5 GPM FLOW RESTRICTORS ON SHOWERS, TUBS AND LAVATORIES. 28, MECHANICAL: PROVIDE COMPLETE HEATING, VENTILATION AND AIR o: )� CHORD WILL NOT BEAR ON THE WALL. FIREPLACES - (SITE BUILT AND ZERO-CLEARANCE) APPPROVEO HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP FIREPLA..;ES SHALL BE PROVIDED WITH: CONDITIONING (HVAC) SYSTEM WITH GAS FURNACE IN ACCORDANCE WITH TRUSSES TO THE MAIN GIRDER TRUSS. A-TIGHTLY FITTING FLUE DAMPERS,OPERATED WITH A READILY ACCESSIBLE MANUAL OR Date 5/26/2021 ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND APPROVED AUTOMATIC CONTROL IRC CHAPTERS 12,)3 AND WASHINGTON STATE VENTILATION AND INDOOR SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF B- AN OUTSIDE SOURCE FOR COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES, AIR QUALITY CODE. INSTALL IN CONFORMANCE WITH INTERNATIONAL TRUSSES US ES BEFORE HAVE JOINTS NY TO IS LP FCEDDU AND AND SHALL WELL WITH REAQILY OPERABLE DAMPER. OUTLET MUST BE INSIDE FRONT OF FIREBOX. MECHANICAL CODE. PROVIDE KITCHEN AND BATHROOM EXHAUST FANS. SHALL BE USED TO BRACE ALL TRUSSES. C-TIGHTLY FITTING GLASS OR METAL DOORS WITH A FLUE DRAFT INDUCTION FAN. SOLID FUEL-BURNING APPLIANCES/WOODSTOVES SHALL BE PROVIDED WITH: TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS: A-OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE. 29. ELECTRICAL: PROVIDE COMPLETE ELECTRICAL SERVICE, POWER AND GEN NOTES TOP CHORD 40 PSF OF TRIBUTARY AREA B -OUTSIDE SOURCE COMBUSTION AIR SHALL BE PROVIDED PER SPECS. LIGHTING TO THE BUILDING IN CONFORMANCE WITH THE INTERNATIONAL BOTTOM CHORD 5 PSF OF TRIBUTARY AREA C - TIGHTLY FITTING GLASS OR METAL DOORS ELECTRICAL CODE. LIGHTING FIXTURES TO BE AS SELECTED BY OWNER. TILE ROOF TOP CHORD 50 PSF WATER HEATERS PROVIDE COMPLETE TELEPHONE SERVICE AND CABLE TV WITH OUTLET BOTTOM CHORD 5 PSF WATER HEATERS ARE REQUIRED TO MEET THE REQUIREMENTS OF 1987 NAECA STANDARD FIREPLACES AND BE LABELED AS SUCH. IN ADDITION,ELECTRIC WATER HEATERS INSTALLED LOCATIONS WHERE REQUESTED BY OWNER. IN UNHEATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE INSULATED TO A MINIMUM OF R-1O. PORTIONS OF THE IRC AND INC. SEE R1003.1 FOR SUMMARY OF REQUIREMENTS. CHIMNEYS SHALL PIPING INSULATION 30. DEFERRED PERMITS: ALL PLUMBING (SEWER AND DRAINAGE), SUPPORT ONLY THEIR OWN WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. PIPING FOR HOT WATER/STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE SYSTEMS IS REQUIRED TO BE INSULATED PER SEC. 503.11, TABLE MECHANICAL, ELECTRICAL AND SPRINKLER WORK TO BE Job No. 02116 ,M ALL FIREPLACES ARE TO BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS.OPERATED WITH A READILY 5-12.WSEC.SERVICE WATER PIPING TO BE INSULATED WITH R-3. ACCESSIBLE MANUAL OR APPROVED AUTOMATE CONTROL AND AN OUTSIDE SOURCE OF COMBUSTION AIR, SKYLIGHTS BIDDER-DESIGNED. MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA,PROVIDED WITH READILY OPERABLE DAMPER LOCATED - SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED - PROVIDE AND SUBMIT ALL NECESSARY DRAWINGS, CALCULATIONS, -Sheet Of IN FRONT PART OF FIREBOX. AS SINGLE GLAZING OR IN ALL PANES INSULATING GLASS UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET: APPLICATIONS, AND FEES TO THE CITY OF EVERETT DEPARTMENT OF PREFABRICATED FIREPLACES.CHIMNEYS AND RELATED COMPONENTS TO BEAR U.L OR ICBO SEAL OF A- THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET. CONSTRUCTION,APPROVAL ANDINSTALLEDMANUFACTURER'S SPECIFICATIONS.HEARTHS TO EXTEND 20 IN AND OBTAIN ALL REQUIRED PERMITS PRIOR TO !` TO BE PER " 6- THE HIGHEST POINT OF THE GLASS IS NOT TO BE MORE THAN 12'ABOVE ANY WALKING \ 2> • FRONT OF AND 12"BEYOND EACH SIDE OF FIREPLACE OPENINGS. SURFACE OR ACCESSIBLE AREA. CONSTRUCTION. Al 3 Al C- THE NOMINAL THICKNESS OF EACH PANE DOES NOT E%GEED 3/16".