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APPROVED BLD RESUB1 BLD2022-0349+Architectural& SITE_Plan+5.4.2022_5.50.20_PM+2848184
L_ GENERAL NOTES VICINITY MAP T11E CIIATILA RESIDENCE A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE `'. /�'.. � �I RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT✓ MEET THESE CODES AND REGULATIONS. ✓ v � Z/1 B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE DESIGNER'S • CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR 4.• REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. - REMODEL C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF .'7 -:�. '.` r r. �'• CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY. 821 PUGET DRIVE D. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING �� '�°� � �._ ., BEFORE BEGINNING WORK.J� E. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OFED10 � N11 MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. Ift , . _ F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST" STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE w. .:� -• a ' ' •, SPECIFIED. G. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER i r c PROJECT TEAM PROJECT DATA SHEET INDEX THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND �< OWNERS: HCHAM CHATILA PATTERN PRIOR TO INSTALLATION FOR DESIGNER'S APPROVAL. GC SHALL a►. �C.�f_ .sue.• PROVIDE SHOP DWGS AND PRODUCT DATA FOR DESIGNER'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE PROJECT CLIENT: ARCHITECT: SITE ADDRESS: 821 PUGET DRIVE ARCHITECTURAL: DOORS AND HARDWARE). LOCATION HICHAM CHATILA ARISE DESIGN LAB EDMONDS, WA 98020 16307 INGLEWOOD LN NE 10313 NE 125TH PL A0.1 COVER SHEET H. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS KENMORE, WA 98028 KIRKLAND, WA 98034 LEGAL DESCRIPTION: A0.2 IRC GENERAL CODE NOTES CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO TEL.: (818) 974-8320 PH: (509) 710-2374 MATCH ADJACENT FINISHES, SUBJECT TO DESIGNER'S APPROVAL, AND AT NO CONTACT: DAN COOPER PM CONTACT: JOSH PETERSON SEC 13 TWP 27 RGE 03RT 135) BEG SE COR GOVT LOT 4 TH W 30OFTTPB TH CONT SAME ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO EMAIL: tbv2llc©gmail.com Email: Josh ©AriseDesignLob. com CRSE 30OFT TH N 100.6FTM/L TO EST FENCE LN-PC 55566-TH S 88*34 20E ALG SD FENCE A1.1 PROPOSED SITE PLAN MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, LN TAP N TO TPB TH S TO TPB LESS W 145FT THOF LESSRD TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS A2.1 1ST FLOOR PLAN PRACTICABLE, AND SHALL BE APPROVED BY THE DESIGNER AND OWNER PRIOR PARCEL NUMBER: 27031300304100 TO INSTALLATION. JURISDICTION: CITY OF EDMONDS A2.2 2ND FLOOR PLAN STRUCTURAL: A2.4 ROOF/DRAINAGE PLAN I. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE SECTION/TOWNSHIP/RANGE: SW-27-03-13 DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY B2 ENGINEERS REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE 15306 61 ST PLACE NE PROPERTY ZONING: RS-12 A3.1 ELEVATIONS/ENERGY CODE NOTES SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. KENMORE, WA 98028 LOT SIZE: 13,503.60 S.F. A3.2 ELEVATIONS FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE (425) 318-0031 1 1 1 1 1 1 1 111 1 1 1 1 1 111 A4.1 BUILDING SECTION SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED PM CONTACT: BASRI BASRI 11 11 CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED EMAIL: BASRI©B2ENGINEERS.COM BUILDING SETBACKS: REQUIRED PROPOSED A5.1 FRAMING DETAILS SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF A5.3 WATERPROOFING & AIR BARRIER NOTES & DETAILS EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO EAST - SIDE: 10'-011' 30'-6" (EXISTING) SUBSTITUTE WILL BE ACCEPTED. A6.1 WINDOW SCHEDULE/ENERGY CODE NOTES WEST - SIDE: 10'-0" 65-8" (PROPOSED) SOUTH - REAR: 25-0" 13'-3" EXISTING) DEFERRED SUBMITTALS NORTH -FRONT: 25-0" 15-6" (EXISTING) 1 STRUCTURAL: MECHANICAL: LOT COVERAGE BREAKDOWN 05/04/22 S-0 GENERAL NOTES AND SPECIFICATIONS 1. THE MECHANICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS LOT SIZE: 13,503.60 S.F. S-1 FOUNDATION PLAN DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A S-2 FIRST FLOOR FRAMING PLAN PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE DESIGN S-3 SECOND FLOOR FRAMING PLAN DRAWINGS. EXISTING LOT COVERAGE: 2,888.75 S.F. S-4 ROOF FRAMING PLAN S-5 FRAMING DETAILS 2. THE GENERAL CONTRACTOR'S MECHANICAL SUBCONTRACTOR WILL BE NEW LOT COVERAGE: 34.00 S.F RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PROPOSED LOT COVERAGE (23%): 3,923.75 S.F. PERMITS. ALLOWABLE LOT COVERAGE (35%): 4,726.26 S.F. 3. THE GENERAL CONTRACTOR'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS BUILDING HEIGHT PER R-6 ZONING: DESIGN -BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A MAX. ALLOWED BUILDING HEIGHT: 25'-0" ABOVE A.B.E. (23.5' A.F.F.) PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE DESIGN DRAWINGS. EXISTING BUILDING HEIGHT: 23'-0" ABOVE A.B.E. (21.5' A.F.F.) 2. THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE PROPOSED ADDITION BUILDING HEIGHT: 22'-3" ABOVE A.B.E. (20.75' A.F.F.) FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE LOWEST GRADE ELEVATION (N.W. CORNER) 0'-0" A.B.E. (-1.5' B.F.F.) DESIGNER WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL BUILDING HEIGHT NOTES: WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE 1. REFER TO SITE PLAN FOR SPOT ELEVATION. BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL 2. REFER TO BUILDING ELEVATIONS FOR A.B.E. DATUM POINTS AND ROOF RIDGE THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING ELEVATIONS OFFICIAL. BUILDING CONSTRUCTION DATA OCCUPANCY TYPE R-3 (SINGLE FAMILY RES.) BUILDING CONSTRUCTION TYPE: V-B LEGEND OF SYMBOLS 0 GARAGE (EXISTING): 1,300.00 S.F. 05/04/22 1ST FLOOR (EXISTING): 1,200.00 S.F ABBREVIATIONS 1ST FLOOR (ADDITION): 34.00 S.F. 2ND FLOOR (EXISTING): 1,850.00 S.F. SCOPE OF WORK A. C. AIR CONDITIONER EXH. EXHAUST MTL. METAL REQ'D. REQUIRED ACOUS. ACOUSTICAL EXIST. EXISTING ADJ ADJUSTABLE, ADJACENT EXP. EXPANSION MFG. MFR. MANUFACTURING MANUFACTURER R.O. ROUGH OPENING SCHED. SCHEDULE REVISION NO. (TITLE O WINDOW SCHEDULE 1 DECK <30" ABOVE GRADE (PROPOSED): 965.75 S.F. BLOCK SHOWS REV. KEY ALUM ALUMINUM EXT. EXTERIOR ANOD. ANODIZED F.D. FLOOR DRAIN M.H. MIN. MANHOLE MINIMUM S. C. SOLID CORE SHT. SHEET DATE) EXISTING HABITABLE SPACE: 3,050.00 S.F. SINGLE FAMILY RESIDENCE REMODEL. 2 STORY "BAY WINDOW" ADDITION FOR NEW APPROX. APPROXIMATE FDN. FOUNDATION MISC. MISCELLANEOUS SIM. SIMILAR ROOM NAME INDICATES REVISED ROOM NAME��ROOM NAME STAIRCASE +34 S.F. SECOND FLOOR AREA DEMO D FOR OPEN TO BELOW -150 ASR AUTOMATIC SPRINKLER RISER FF FACTORY FINISH M.O. MASONRY OPENING S.I.O. SUPPLIED & INSTALLED BY OWNER AREA XXX ROOM N0. PROPOSED HABITABLE SPACE: 2,934.00 S.F. S.F. NET HABITABLE SPACE REDUCED BY 116 S.F. BD. BOARD FHS FLAT HEAD SCREW M.R. MOISTURE RESISTANT S.0.I.C. SUPPLIED BY OWNER BLDG. BUILDING FL. FLOOR MULL. MULLION INSTALLED BY CONTRACTOR DETAIL NO. DESIGNATION XXX S.F. (ROOM AREA BLK. BLOCK F.I.O. FURNISHED &INSTALLED MTD. MOUNTED SPEC'D. SPECIFIED TREES: 1� BLK'G. BLOCKING BY OWNER MTG. MOUNTING SQ. SQUARE XX.X SHEET THAT DETAIL IS SHOWN PL-1 FINISH SCHEDULE NO TREES OR DRIPLINES IMPACT BY CONSTRUCTION RS-12 N N 05/04/22 BM. BEAM F.R.P.P. FIBER REINFORCED PLASTIC N.I.C. NOT IN CONTRACT S.S. SERVICE SINK, SANITARY SEWER KEY BOT. BOTTOM PANEL(S) BTW. BETWEEN FTG. FOOTING NOM. N.T.S. NOMINAL NOT TO SCALE SST STAINLESS STEEL STD. STANDARD BLDG. SECTION NO. x 01 EQUIP. SCHEDULE 25' 15'-6" existi CB CATCH BASIN GA. GAUGE O.A. OVERALL STL. STEEL XX.X SHEET THAT SECTION KEY 10, 30'-6" E / 65 8" W C. 1. CAST IRON GALV. GALVANIZED O.C. ON CENTER STRUCT. STRUCTURE, STRUCTURAL IS SHOWN 25' 13'-3" C.I.P. CAST IN PLACE G.I. GALVANIZED IRON O.H. OVERHEAD SUSP. SUSPENDED X CASEWORK DTL. NO. existi 5/23/2022 CL. CENTER LINE GLP GYPSUM LATH & PLASTER OP'G. OPENING SYS. SYSTEM XXX.X SHEET NO. CLG. CEILING GWB GYPSUM WALLBOARD, OPP. OPPOSITE T TREAD, TOP x WALL SECTION NO. 25' 22'-3" CMU CONCRETE MASONRY GYPSUM BOARD UNIT H.B. HOSE BIBB PTN. PERP. PARTITION PERPENDICULAR T&B TOP & BOTTOM TEL. TELEPHONE XX.X WALL TYPE NO. SHEET THAT SECTION IS COL. COLUMN H.C. HANDICAPPED PL. PLATE, PROPERTY LINE TEMP. TEMPERED SHOWN # - - INSULATION KEY CONC. CONCRETE H.M. HOLLOW METAL CONT. CONTINUOUS HORIZ. HORIZONTAL PL. PLASTIC LAMINATE PLYWD. YWD. PLYWOOD T&G TONGUE &GROOVE T.G. TEMPERED GLASS WALL TYPE LETTER A INTERIOR ELEV. N0. DESIGN CODES CONSTR. CONSTRUCTION HT. HEIGHT PLBG. PLUMBING TYP. TYPICAL x DATUM POINT WALL ORIENTATION CONTR. CONTRACTOR HTR. HEATER PNL. PANEL, PANELING UTIL. UTILITY D X.X B- C.T. CERAMIC TILE INSUL. INSULATION PR. PAIR U.B.C. UNIFORM BUILDING CODE SHEET THAT INTERIOR +8'-0" A.F.F� CEILING HEIGHT 2018 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AND CITY DBL DOUBLE JT./JTS. JOINT,JOINTS PROJ. PROJECT U.O.N. UNLESS OTHERWISE NOTED C ELEV. IS SHOWN ACT CEILING OF KENMORE AMENDMENTS DTL. DETAIL L. LONG, LENGTH PRV PRESSURE REDUCING V.C.T. VINYL COMPOSITION TILE TRUE NORTH FINISH CEILING TYPE 2018 INTERNATIONAL FIRE CODE D.F. DRINKING FOUNTAIN LAM. LAMINATE, LAMINATED VALVE VERT. VERTICAL 2O18 INTERNATIONAL MECHANICAL CODE D.S. DOWNSPOUT L.F. LINEAR FOOT, LINEAL FOOT DRWG. DRAWING LIQ. LIQUID PT. Q.T. POINT QUARRY TILE W/ WITH W/o WITHOUT N PROJECT NORTH Q,5 GRID DESIGNATION 2O18 INTERNATIONAL FUEL GAS CODE EA. EACH LT.WT. LIGHT WEIGHT QTR. QUARTER WD. WOOD 2018 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRIC CODE E.F.S. EXTERIOR FINISH SYSTEM MAS. MASONRY R RADIUS WDW. WINDOW 1 SHEET KEY NOTE ROOF SLOPE AND 2018 WASHINGTON STATE ENERGY CODE E.I.F.S. EXTERIOR INSULATION & MAX. MAXIMUM R.D. ROOF DRAIN W.P. WATERPROOF 1/4:12 FINISH SYSTEM M.B.S. METAL BUILDING SUPPLIER R.L. RAIN LEADER W.R. WATER RESISTANT DIRECTION KEY EDMONDS MUNICIPAL CODE ELEV. ELEVATION, ELEVATOR MECH. MECHANICAL REC'D. RECEIVED WT. WEIGHT DOOR SCHEDULE KEY (CORRESP. TO ROOM N0. BREAK LINE SYMBOL ELEC. ELECTRICAL MEZZ. MEZZANINE REF. REFRIGERATOR W.W.M. WELDED WIRE MESH 1 1A ENCL. ENCLOSURE REINF. REINFORCING W.W.F. WELDED WIRE FABRIC WHERE DOOR OCCURS) MATCH LINE MATCH LINE EQ. EQUAL Y.D. YARD DRAIN DOOR SUFFIX 12880 REGISTERED ARCHIT CT Joshua Coryry Peterson STATE OF WASHINGTON ado vviov:�cdc_c0c U O'Tp n N U -no U �7N0+Q mpc' Jn O O p N`6r p p 0t =+ C "O 41 O .+ N �, U ++ a J a, ° Q° oc aci n a a' N •� cN ; p-a-0 a,- y c ac00 °casw ch U ° 3o Co4) oL Oy€0= w =° :° ON 7 2 nU N O > NO ap- a E p -00 Q L�` Eccc3°allonU �o a°i c °Z N c O N >E N °axi (J 3'" oNo U o:F o f 0-o o N N N y U p, J N N O N _c N N O L` O C N N N , C M a corn n.. 000T"N`` O -NNr0 0t,d°==COU= U Q'O 'O-Z O N L 30 E nnU O n W N N J w0) L I p 03: � Lu 0 C� 0 I W 0-Z 0- U wO � REVISIONS NO. DATE BY Z& 05/04/22 CITY 21 A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 5 / CAD FILE: Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL COVER SHEET AND VICINITY MAP AOO BUILDING PLANNING (CHAP. 3) HABITABLE SPACE (IRC SECTION R202) A SPACE IN A BUILDING FOR LIVING, SLEEPING, EATING OR COOKING. BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE OR UTILITY SPACES AND SIMILAR AREAS ARE NOT CONSIDERED HABITABLE SPACES. LIGHT, VENTILATION AND HEATING IN HABITABLE ROOMS (SECTION R303) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS: 1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM OR A WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 CUBIC FEET PER MINUTE (CFM) PER OCCUPANT COMPUTED ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. 2. THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION 1 ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. LIGHT, VENTILATION AND HEATING IN ADJOINING ROOMS (SECTION R303.2): FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. EXCEPTION: OPENINGS REQUIRED FOR LIGHT AND/OR VENTILATION SHALL BE PERMITTED TO OPEN INTO A THERMALLY ISOLATED SUNROOM ADDITION OR PATIO COVER, PROVIDED THAT THERE IS AN OPENABLE AREA BETWEEN THE ADJOINING ROOM AND THE SUNROOM ADDITION OR PATIO COVER OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 20 SQUARE FEET. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE BASED UPON THE TOTAL FLOOR AREA BEING VENTILATED. LIGHT, VENTILATION AND HEATING IN BATHROOMS (SECTION R303.3) BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. CEILING HEIGHT (SECTION R305) HABITABLE SPACE, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. THE REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST PROJECTION FROM THE CEILING. EXCEPTIONS: 1. FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED AREA OF A ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 7 FEET AND NO PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LESS THAN 5 FEET. 2. BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES AT THE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE R307.1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES ABOVE A MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. BASEMENTS: PORTIONS OF BASEMENTS THAT DO NOT CONTAIN HABITABLE SPACE, HALLWAYS, BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES. EXCEPTIONS: 1. BEAMS, GIRDERS, DUCTS, OR OTHER OBSTRUCTIONS MAY PROJECT TO WITHIN 6 FEET 4 INCHES OF THE FINISHED FLOOR. TOILET SPACES (SECTION R307) WATER CLOSET COMPARTMENTS ARE TO BE A MINIMUM 30 INCHES WIDE WITH A MINIMUM OF 21 CLEAR SPACE IN FRONT OF THE FIXTURE. BATHTUB AND SHOWER SPACES (SECTION R307): BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. CLOTHES DRYERS EXHAUST (SECTION M1502) DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE MOISTURE TO THE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. EXHAUST DUCTS SHALL NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM 4 INCHES NOMINAL DIAMETER AND 0.016-INCH-THICK RIGID METAL DUCTS, HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. TRANSITION DUCTS SHALL BE A MAXIMUM OF 8 FEET IN LENGTH. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. EXCEPTION: THIS SECTION SHALL NOT APPLY TO LISTED AND LABELED CONDENSING (DUCTLESS) CLOTHES DRYERS. CLOTHES DRYER LENGTH LIMITATION (SECTION M1502) THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL BE 35 FEET FROM THE DRYER CONNECTION TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE M1502.4.4.1. ALTERNATELY, THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. RANGE HOODS (SECTION M1503) RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH A SINGLE -WALL DUCT. THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE AIR -TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER, AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. DUCTS SERVING RANGE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE BUILDING. EXCEPTION: WHERE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND WHERE MECHANICAL OR NATURAL VENTILATION IS OTHERWISE PROVIDED, LISTED AND LABELED DUCTLESS RANGE HOODS SHALL NOT BE REQUIRED TO DISCHARGE TO THE OUTDOORS. STAIRWAYS (SECTION R311.7) UNDER STAIR PROTECTION (SECTION 302.7) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. WIDTH R311.7.1 : STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31-1/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. EXCEPTION: WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4 3/4 INCHES WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE CURVED DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12 INCHES FROM THE SIDE WHERE THE WINDERS ARE NARROWER. THE 12-INCH DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. - RISER HEIGHT: THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. TREAD DEPTH: THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. CONSISTENTLY SHAPED WINDERS AT THEWALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH OF THE RECTANGULAR TREAD DEPTH. WINDER TREADS: SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH. NOSINGS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. RISERS SHALL BE VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. EXCEPTIONS: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE TRANSITION FROM HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. __..,.,I—- ,,......, ._.. ,.., _.l..,.....,....,...__ .._ ....,.......__.. -. ..._ ...__ __,._... - ,.._ . , _, . POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. GRIP -SIZE: ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES AND NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. GUARDS (SECTION R312) GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. HEIGHT: REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS SHALL BE NOT LESS THAN 36 INCHES HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES IN DIAMETER. WINDOW SILLS (SECTION R312.2.1) IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4-INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. EXCEPTIONS: 1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. 3. WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 SMOKE ALARMS (SECTION R314) SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SMOKE DETECTION SYSTEMS: HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS. WHERE A HOUSEHOLD FIRE WARNING SYSTEM IS INSTALLED USING A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE(S), IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. THE SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION AND BE MAINTAINED IN ACCORDANCE WITH NFPA72. EXCEPTION: WHERE SMOKE ALARMS ARE PROVIDED MEETING THE REQUIREMENTS OF SECTION R314.4. LOCATION: SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ALTERATIONS, REPAIRS AND ADDITIONS: WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. EXCEPTIONS: 1. WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE REPLACEMENT OF ROOFING OR SIDING, OR THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR DECK, ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. 2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. POWER SOURCE: SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED. EXCEPTIONS: 1. SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. 2. INTERCONNECTION AND HARD -WIRING OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE RE UIRED WHERE Q THE ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. CARBON MONOXIDE ALARMS (SECTION R315) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. WHERE REQUIRED IN EXISTING DWELLINGS: WHERE WORK REQUIRING A PERMIT OCCURS IN EXISTING DWELLINGS THAT HAVE ATTACHED GARAGES OR IN EXISTING DWELLINGS WITHIN WHICH FUEL -FIRED APPLIANCES EXIST, CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R315.1. ALARM RE UIREMENTS: SINGLE -STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL Q 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURER' S INSTALLATION INSTRUCTIONS. INSULATION BUILDINGS SHALL COMPLY WITH THE BUILDING THERMAL ENVELOPE INSULATION REQUIREMENTS SET FORTH IN IRC CHAPTER N1102 OR PER THE REQUIREMENTS OF THE GOVERNING JURISDICTION, AS APPLICABLE. FOAM PLASTIC INSULATION SHALL COMPLY WITH THE REQUIREMENTS IN IRC SECTION R316. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS: 1. WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.10.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. CHIMNEYS AND FIREPLACES ALL MASONRY AND FACTORY BUILT FIREPLACES, CHIMNEYS AND MASONRY HEATERS SHALL COMPLY WITH THE PROVISIONS OF IRC CHAPTERS 10, 18, AND 24. HEATING AND COOLING EQUIPMENT (CHAPTER 14) REQUIRED HEATING (SECTION R303.9): WHEN THE WINTER DESIGN TEMPERATURE IN TABLE R301.2(1) IS BELOW 60 DEGREES F, EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. ROOF AND ANY OTHER BUILDING ELEMENT THAT ENCLOSE CONDITIONED SPACES. AIR SUPPLY. SOLID -FUEL -BURNING APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OIL -FIRED APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH NFPA 31. THE METHODS OF PROVIDING COMBUSTION AIR IN THIS CHAPTER TO APPLY TO FIREPLACES, FIREPLACE STOVES AND DIRECT -VENT APPLIANCES. THE REQUIREMENTS FOR COMBUSTION AND DILUTION AIR FOR GAS -FIRED APPLIANCES SHALL BE IN ACCORDANCE WITH IRC CHAPTER 24. DUCT WORK, LOCATION OF APPLIANCES, SOURCE OF COMBUSTION AIR, ETC. SHALL COMPLY WITH IRC CHAPTERS 13,14,16,AND17. LABEL INFORMATION: A PERMANENT FACTORY -APPLIED NAMEPLATE(S) SHALL BE AFFIXED TO APPLIANCES ON WHICH SHALL APPEAR, IN LEGIBLE LETTERING, THE MANUFACTURER'S NAME OR TRADEMARK, THE MODEL NUMBER, SERIAL NUMBER, AND THE SEAL OR MARK OF THE TESTING AGENCY PER IRC SECTION M1303.1. PROHIBITED SOURCES: COMBUSTION AIR DUCTS AND OPENINGS SHALL NOT CONNECT APPLIANCE ENCLOSURES WITH SPACE IN WHICH THE OPERATION OF A FAN MAY ADVERSELY AFFECT THE FLOW OF COMBUSTION AIR. COMBUSTION AIR SHALL NOT BE OBTAINED FROM AN AREA IN WHICH FLAMMABLE VAPORS PRESENT A HAZARD. APPLIANCES SHALL NOT BE LOCATED IN SLEEPING ROOMS, BATHROOMS, TOILET ROOMS, STORAGE CLOSETS OR SURGICAL ROOMS, OR IN A SPACE THAT OPENS ONLY INTO SUCH ROOMS OR SPACES, EXCEPT WHERE THE INSTALLATION COMPLIES WITH ONE OF THE EXCEPTIONS LISTED IN IRC SECTION G2406.2 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACESD. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATERS SHALL BE PERMITTED WITH AT LEAST AN 18 INCH WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. APPLIANCES IN ROOMS: APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES WIDE AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES IS PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH THE DOOR OPEN. ACCESS (SECTION M1401.2): HEATING AND COOLING EQUIPMENT AND APPLIANCES SHALL BE LOCATED WITH RESPECT TO BUILDING CONSTRUCTION AND OTHER EQUIPMENT TO PERMIT MAINTENANCE, SERVICING AND REPLACEMENT. CLEARANCES SHALL BE MAINTAINED TO PERMIT CLEANING OF HEATING AND COOLING SURFACES; REPLACEMENT OF FILTERS, LOWERS, MOTORS, CONTROLS AND VENT CONNECTIONS; LUBRICATION OF MOVING PARTS; AND ADJUSTMENTS. EXTERIOR INSTALLATIONS (SECTION M1401.4) EQUIPMENT INSTALLED OUTDOORS SHALL BE LISTED AND LABELED FOR OUTDOOR INSTALLATION. SUPPORTS AND FOUNDATIONS SHALL PREVENT EXCESSIVE VIBRATION, SETTLEMENT OR MOVEMENT OF THE EQUIPMENT. SUPPORTS AND FOUNDATIONS SHALL BE LEVEL AND CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORAGE OF APPLIANCES (SECTION M1307.2) APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR ANCHORED IN AN APPROVED MANNER. IN SEISMIC DESIGN CATEGORIES D1 AND D2, WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES ABOVE THE CONTROLS. ELEVATION OF IGNITION SOURCE (SECTION M1307.3) APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. PROTECTION FROM IMPACT: APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS. DAMPPROOFING AND VENTILATION LOCATION REQUIRED: PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. UNDER -FLOOR SPACE ACCESS (SECTION R408.4): ACCESS SHALL BE PROVIDED TO ALL UNDER -FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES. WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH -WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. APPLIANCES UNDER FLOORS (SECTION 1305.1.4) UNDER -FLOOR SPACES CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO REMOVE THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE, NOR MORE THAN 20 FEET LONG WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. VENTILATION (SECTION R408.1) THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR RETARDER IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED 1/4 INCH: 1. PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070 INCH THICK. 2. EXPANDED SHEET METAL PLATES NOT LESS THAN 0.047 INCH THICK. 3. CAST-IRON GRILL OR GRATING. 4. EXTRUDED LOAD -BEARING BRICK VENTS. 5. HARDWARE CLOTH OF 0.035 INCH WIRE OR HEAVIER. 6. CORROSION -RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING 1/8 INCH THICK. CONCRETE AND MASONRY FOUNDATION DAMPPROOFING (SECTION R406.1) EXCEPT WHERE REQUIRED BY SECTION R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. A BITUMINOUS COATING APPLIANCES INSTALLED IN ATTICS SHALL CONFORM TO IRC SECTION M1305.1 2. 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT APPLIANCES INSTALLED IN CRAWL SPACES SHALL CONFORM TO IRC SECTION M1305.1.4. 3. 1/8-INCH COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 887 DUCT PENETRATION (SECTION R302.5.2) DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE 5. OTHER APPROVED METHODS OR MATERIALS SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. VENTING REQUIRED (SECTION M1801.1) FUEL -BURNING APPLIANCES SHALL BE VENTED TO THE OUTSIDE IN ACCORDANCE WITH THEIR LISTING AND LABEL AND MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEPT APPLIANCES LISTED AND LABELED FOR UNVENTED USE. VENTING SYSTEMS SHALL CONSIST OF APPROVED CHIMNEYS OR VENTS, OR VENTING ASSEMBLIES THAT ARE INTEGRAL PARTS OF LABELED APPLIANCES. GAS -FIRED APPLIANCES SHALL BE VENTED IN ACCORDANCE WITH CHAPTER 24. DUCT DESIGN (SECTION 1601.1) DUCT SYSTEMS SERVING HEATING, COOLING AND VENTILATION EQUIPMENT SHALL BE FABRICATED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION AND ACCA MANUAL D OR OTHER APPROVED METHODS. ABOVE -GROUND DUCT SYSTEMS SHALL CONFORM TO THE PROVISIONS OF IRC SECTION M1601.1.1. AND TABLE M1601.1.1 (2). JOINTS OF DUCT SYSTEMS SHALL BE MADE SUBSTANTIALLY AIRTIGHT BY MEANS OF TAPES, MASTICS, LIQUID SEALANTS, GASKETING OR OTHER APPROVED CLOSURE SYSTEMS PER IRC SECTION M1601.4.1. SWIMMING POOLS, SPAS AND HOT TUBS (CHAPTER 42) SWIMMING POOLS, WADING POOLS, DECORATIVE POOLS, FOUNTAINS, HOT TUBS AND SPAS, AND HYDROMASSAGE BATHTUBS, WHETHER PERMANENTLY INSTALLED OR STORABLE, SHALL CONFORM TO IRC CHAPTER 42 WITH RESPECT TO CONSTRUCTION AND INSTALLATION OF METALLIC AUXILIARY EQUIPMENT, SUCH AS PUMPS, FILTERS AND SIMILAR EQUIPMENT. SWIMMING POOLS, SPAS AND HOT TUBS INSTALLED IN OR ON THE LOT OF A ONE- OR TWO-FAMILY DWELLING SHALL CONFORM TO THE PROVISIONS OF IRC APPENDIX G. FOUNDATIONS AND BUILDING LOCATION REQUIREMENTS (R401.2) FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS ACCORDING TO SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE FOUNDATIONS SHALL COMPLY WITH SECTION R403. DRAINAGE (SECTION 401.3): SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. SOIL TESTS (SECTION 401.4) WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN APPROVED METHOD. GEOTECHNICAL EVALUATION: IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD -BEARING VALUES IN TABLE R401.4.1 SHALL BE ASSUMED. FOOTINGS (SECTION 403.1): ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, CRUSHED STONE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED STRUCTURAL SYSTEMS WHICH SHALL BE OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM THE CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. CONCRETE FOOTING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R403 OR IN ACCORDANCE WITH ACI 332. MINIMUM SIZE (SECTION 403.1.1): MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 AND FIGURE R403.1(1). THE FOOTING WIDTH SHALL BE BASED ON THE LOAD -BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD FOOTINGS SHALL BE AT LEAST 6 INCHES IN THICKNESS, T. FOOTING PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.1. MINIMUM DEPTH: ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE UNDISTURBED GROUND. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1. REFER TO LOCAL REQUIREMENTS WITH RESPECT TO MINIMUM REQUIRED FOOTING DEPTH AND STRUCTURAL ENGINEER'S DRAWINGS AND GEOTECHNICAL REQUIREMENTS. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES ELSEWHERE. FOOTINGS ON OR ADJACENT TO SLOPES (SECTION 403.1.7) THE PLACEMENT OF BUILDINGS AND STRUCTURES ON OR ADJACENT TO SLOPES STEEPER THAN 1 UNIT VERTICAL IN 3 UNITS HORIZONTAL (33.3-PERCENT SLOPE) SHALL CONFORM TO SECTIONS R403.1.7.1 THROUGH R403.1.7.4. BUILDING CLEARANCES FROM ASCENDING SLOPES: IN GENERAL, BUILDINGS BELOW SLOPES SHALL BE SET A SUFFICIENT DISTANCE FROM THE SLOPE TO PROVIDE PROTECTION FROM SLOPE DRAINAGE, EROSION AND SHALLOW FAILURES. EXCEPT AS PROVIDED IN SECTION R403.1.7.4 AND FIGURE R403.1.7.1, FOUNDATION ANCHORAGE: REFER TO STRUCTURAL DRAWINGS AND DETAILS FOR SILL PLATE AND BOTTOM TRACK TO FOUNDATION ANCHORAGE REQUIREMENTS. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. EXTERIOR WALL COVERING (SECTION R703 EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2. AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7. STONE AND MASONRY VENEER (SECTION R703.7) STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 7, TABLE R703.4 AND FIGURE R703.7. THESE VENEERS INSTALLED OVER A BACKING OF WOOD OR COLD -FORMED STEEL SHALL BE LIMITED TO THE FIRST STORY ABOVE GRADE AND SHALL NOT EXCEED 5 INCHES IN THICKNESS. SEE SECTIONS R602.10 AND R603.9.5 FOR WALL BRACING REQUIREMENTS FOR MASONRY VENEER. EXCEPTIONS: 1. FOR ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES A, B AND C, EXTERIOR STONE OR MASONRY VENEER, AS SPECIFIED IN TABLE R703.7(1), WITH A BACKING OF WOOD OR STEEL FRAMING SHALL BE PERMITTED TO THE HEIGHT SPECIFIED IN TABLE R703.7(1) ABOVE A NONCOMBUSTIBLE FOUNDATION. 2. FOR DETACHED ONE- OR TWO-FAMILY DWELLINGS IN SEISMIC DESIGN CATEGORIES DO, D1 AND D2, EXTERIOR STONE OR MASONRY VENEER, AS SPECIFIED IN TABLE R703.7(2), WITH A BACKING OF WOOD FRAMING SHALL BE PERMITTED TO THE HEIGHT SPECIFIED IN TABLE R703.7(2) ABOVE A NONCOMBUSTIBLE FOUNDATION. WOOD WALL FRAMING (SECTION R602) LOAD -BEARING DIMENSION LUMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED BY A GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITED BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER OR GRADING AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. TOP PLATE (SECTION R602.3.2) WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES. JOINTS IN PLATES NEED NOT OCCUR OVER STUDS. PLATES SHALL BE NOT LESS THAN 2-INCHES NOMINAL THICKNESS AND HAVE A WIDTH AT LEAST EQUAL TO THE WIDTH OF THE STUDS. BOTTOM (SOLE) PLATE: STUDS SHALL HAVE FULL BEARING ON A NOMINAL 2-BY OR LARGER PLATE OR SILL HAVING A WIDTH AT LEAST EQUAL TO THE WIDTH OF THE STUDS. FIREBLOCKING SECTION 302.11 : IN COMBUSTIBLE CONSTRUCTION FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ( ) ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ROOF ASSEMBLIES & CONSTR. (CHAPTERS 8 & 9) ROOFING COVERING MATERIALS (SECTION R902.1) ROOFS SHALL BE COVERED WITH MATERIALS AS SET FORTH IN SECTIONS R904 AND R905. CLASS A, B OR C ROOFING SHALL BE INSTALLED IN AREAS DESIGNATED BY LAW AS REQUIRING THEIR USE OR WHEN THE EDGE OF THE ROOF IS LESS THAN 3 FEET FROM A PROPERTY LINE. CLASSES A, B AND C ROOFING REQUIRED BY THIS SECTION TO BE LISTED SHALL BE TESTED IN ACCORDANCE WITH UL 790 OR ASTM E 108. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 9. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. VENTILATION REQUIRED (SECTION R806.1): ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7. MINIMUM VENT AREA (SECTION R806.2) THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTIONS: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1 300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: / 1. IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THEN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. VENT AND INSULATION CLEARANCE: WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1-INCH (25 MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. ATTIC ACCESS (SECTION R807.1) BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHEN LOCATED IN A WALL, THE OPENING SHALL BE A MINIMUM OF 22 INCHES WIDE BY 30 INCHES HIGH. WHEN THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. WOOD TRUSSES (R802.10) TRUSS DESIGN DRAWINGS: TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH SECTION R802.10.1, SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE INFORMATION SPECIFIED IN SECTION R802.10.1. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE JOBSITE. DESIGN: WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN WHICH THE PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1. BRACING: TRUSSES SHALL BE BRACED IN ACCORDANCE WITH IRC SECTION R802.10.3. ALTERATIONS TO TRUSSES: TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOAD (E.G., HVAC EQUIPMENT, WATER HEATER) THAT EXCEEDS THE DESIGN LOAD FOR THE TRUSS SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING. GARAGES AND CARPORTS OPENING PROTECTION (SECTION R302.5.1) OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF -CLOSING DEVICE. DWELLING/GARAGE FIRE SEPARATION (SECTION R302.6) THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING/GARAGE SEPARATION SEPARATION MATERIAL NOT LESS THAN 1/2 INCH GYPSUM BOARD FROM THE RESIDENCE AND ATTICS OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM ALL HABITABLE ROOMS ABOVE THE NOT LESS THAN 5/8 INCH TYPE 'X' GYPSUM GARAGE BOARD OR EQUIVALENT STRUCTURES) SUPPORTING FLOOR/CEILING NOT LESS THAN 1/2 INCH GYPSUM BOARD ASSEMBLIES USED FOR SEPARATION OR EQUIVALENT REQUIRED BY THIS SECTION NOT LESS THAN 1/2 INCH GYPSUM BOARD GARAGES LOCATED LESS THAN 3 FEET FROM OR EQUIVALENT APPLIED TO THE INTERIOR A DWELLING ON THE SAME LOT SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA FLOOR SURFACE (SECTION R309): GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. CARPORTS SECTION R309.2 : CARPORTS SHALL BE OPEN ON AT LEAST TWO SIDES. CARPORT FLOOR SURFACES ( ) SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. CARPORTS NOT OPEN ON AT LEAST TWO SIDES SHALL BE CONSIDERED A GARAGE AND SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION FOR GARAGES. EMERGENCY ESCAPE AND RESCUE OPENINGS (R310 EMERGENCY ESCAPE AND RESCUE REQUIRED: BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTION: BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT AND NOT EXCEEDING TOTAL FLOOR AREA OF 200 SQUARE FEET. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. MINIMUM OPENING HEIGHT SECTION (R310.1.2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW WELLS SECTION (R310.2) THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.2.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 INCHES INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. LADDER AND STEPS: WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. DRAINAGE (SECTION R310.2.2) WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. EXCEPTION: A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED WHEN THE FOUNDATION IS ON WELL -DRAINED SOIL OR SAND -GRAVEL MIXTURE ACCORDING TO THE UNITED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405.1. EGRESS DOOR (SECTION R311.2) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. HALLWAYS SECTION R311.6): THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET. STORY ABOVE GRADE PLANE DEFINITION: ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE IS: 1. MORE THAN 6 FEET ABOVE GRADE PLANE; OR 2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. GLAZING IDENTIFICATION (SECTION R308.1) EXCEPT AS INDICATED IN SECTION R308.1.1, EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLASS STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED, OR BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION. THE PURPOSES OF GLAZING: GLAZING IN DOORS (SECTION R308.4.1): GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING GLAZING IN ADJACENT DOORS (SECTION R308.4.2) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. GLAZING ADJACENT TO A DOOR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS GLAZING IN WINDOWS (SECTION R308.4.3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET; AND 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR; AND 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 4.1. DECORATIVE GLAZING 4.2. WHEN A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAL FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES IN CROSS SECTIONAL HEIGHT 4.3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. GLAZING IN GUARDS AND RAILINGS (SECTION R308.4.4) GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. GLAZING AND WET SURFACES (R308.4.5) GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE.. GLAZING ADJACENT STAIRS AND RAMPS R308.4.6 : GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ( ) IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHEN A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAL FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES IN CROSS SECTIONAL HEIGHT. 2. GLAZING 36 INCHES OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING (SECTION R308.4.7: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION 312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES FROM THE GUARD. 12880 REGISTERED ARCHIT CT u Joshua Cory Peterson STATE OF WASHINGTON O N O -O , O,^ N c 0 N N `6 0 L *' N c c E +L. O � a°>,a�a a m JO N �O E o �,' to 00 N ,O O N O, J to O N O.--U-)+.- `++"O o `o ` 0L o-`o E c c a J a a>0 L°'c ��: �> ° c a_- 3 -. o„ s aN aL c c Q, a c a) a F- 0 •U) w c>, OU U L o a 0, 0 • N O O O O C C O L o E20. . c0c>•; 'c0:F Ev �.- ._ in ° ° >,o ° ° ° yL N Oµ (n _ :' > o 0 n'-0 0 0 E� 0 p 3 .a- •a 0 a) o f Q 0 - -_ -o� N� o a ��_ �a2 0°s wo0 T 2 o - o N -o N aC N c aZL N y C N O N N O O E 0 x • 3 � o 0 0 N � � •g ID o U tNA Q) +L+ 2 L J N- O O a U N 0. . 0 0 0 � 0" c m O t N2��°E° =0E °-L O J ++ O- c C C rt, N N �, O N L Q, �0 N al O ` C al 0,c c ao 0 0-0 � c-0 0 0 0 0 O - N N L O N(). N° 7 7 0 "0 7 U Q-0-0- `o a 3o E aao 0 a W U Z W W Q J Q 2 U J W 0 O w 0 (V LU 000 ►S_ e 2 �i H � w o D Z 0-O (V 0o LU REVISIONS N0. DATE BY 1 0 A 0 0 0 ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/18/2022 CAD FILE: A21-016 AO.2 JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: QA SET 2018 IRC GENERAL CODE NOTES A0.2 L PROJECT & SITE DATA OWNERS: SITE ADDRESS: HCHAM CHATILA 821 PUGET DRIVE EDMONDS, WA 98020 LEGAL DESCRIPTION: SEC 13 TWP 27 RGE 03RT 135) BEG SE COR GOVT LOT 4 TH W 30OFTTPB TH CONT SAME CRSE 30OFT TH N 100.6FTM/L TO EST FENCE LN—PC 55566—TH S 88*34 20E ALG SD FENCE LN TAP N TO TPB TH S TO TPB LESS W 145FT THOF LESSRD PARCEL NUMBER: 27031300304100 JURISDICTION: CITY OF EDMONDS SECTION/TOWNSHIP/RANGE: SW-27-03-13 PROPERTY ZONING: RS-12 LOT SIZE: 13,503.60 S.F. 1 BUILDING SETBACKS: REQUIRED PROPOSED EAST — SIDE: 10'-0"' 30'-6" (EXISTING) WEST — SIDE: 10'-0" 65'-8" (PROPOSED) SOUTH — REAR: 25'-0" 13'-3" EXISTING) NORTH — FRONT: 25-0" 15'-6" (EXISTING) Al LOT COVERAGE BREAKDOWN 05/04/22 LOT SIZE: 13,503.60 S.F. EXISTING LOT COVERAGE: 2,888.75 S.F. NEW LOT COVERAGE: 34.00 S.F PROPOSED LOT COVERAGE (23%): 3,923.75 S.F. ALLOWABLE LOT COVERAGE (35%): 4,726.26 S.F. BUILDING HEIGHT PER R-6 ZONING: MAX. ALLOWED BUILDING HEIGHT: 25-0" ABOVE A.B.E. (23.5' A.F.F.) EXISTING BUILDING HEIGHT: 23'-0" ABOVE A.B.E. (21.5' A.F.F.) PROPOSED ADDITION BUILDING HEIGHT: 22'-3" ABOVE A.B.E. (20.75' A.F.F.) LOWEST GRADE ELEVATION (N.W. CORNER) 0'-0" A.B.E. (-1.5' B.F.F.) BUILDING HEIGHT NOTES: 1. REFER TO SITE PLAN FOR SPOT ELEVATION. 2. REFER TO BUILDING ELEVATIONS FOR A.B.E. DATUM POINTS AND ROOF RIDGE ELEVATIONS BUILDING CONSTRUCTION DATA OCCUPANCY TYPE CONSTRUCTION TYPE: R-3 (SINGLE FAMILY RES.) BUILDING V— B GARAGE (EXISTING): 1,300.00 S.F. 1ST FLOOR (EXISTING): 1,200.00 S.F 1ST FLOOR (ADDITION): 34.00 S.F. 2ND FLOOR (EXISTING): 1,850.00 S.F. DECK <30" ABOVE GRADE (PROPOSED): 965.75 S.F. EXISTING HABITABLE SPACE: 3,050.00 S.F. PROPOSED HABITABLE SPACE: 2,934.00 S.F. TREES: NO TREES OR DRIPLINES IMPACT BY CONSTRUCTION Al 05/04/22 PLASTIC COVERING NOTE: STOCKPILE WILL BE ON ADJACENT LOT. WATTLE ANCHOR WEIGHTS WITH STAKES 10' MAX. L BERM STRAW BALES CONVEY RUNOFF TO APPROVED LOCATION. CUT SLOPES BURY SHEETING IN 4 IN. X 6 IN. TRENCH A ANCHOR WEIGHTS WITH STAKES MINIMUM OF 8 FT. SETBACK FROM TOP OF 10' MAX. SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO IL APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. 10' MAX. TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A 3' MIN, MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WTH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING & MATING. SYMBOL: CPC E1.2 CK4E.0 STOCKPILE DETAIL SCALE: N.T.S. Dig trench Reinforce r 1UUKt C.3.8 61L 1' N'6 NU6 1N61'ALLA 11UN A -NU MALN 11 INAINUL Toe -in -fabric Monitor Stake Maintain and clean FENCE INSTALLATION FIGURE VI\ L.V�J SCALE: N.T.S. SITE PLAN 1 If = 10' 5/23/2022 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON 00o a,ca,a,Owa, t_C C w1y OLLL 0 J a O N O E V T_ N O J "O h O -0 d- IV O C O- N+' 7 tV •7 O 0 E - O_ p 0 0 c 0_ J a,E O>> °a) Oc a�o Ro 0Y O_ N H aL c 3 a c o � c c N C C a-Tj U O j O 3 QO O,y o N O a, O c N ._ C 0 L E U N C O c> 3 U -a �' W 7 p v -0 ++ O a, O O N 7 a)"" a Q:: 'o��> �uoy f Q o 3— � cUc U- O0. c0 O `Oo n iN~ -- OcTZOl O N0.0 0 Ecx3�ic E a N J-6 0 oU cOW.— OOaewN 00 E o E O � v, 410 a)000N T p, C C n 0 0 0 "0 7 C-0 0 0 0 0 a �0,0 a+. oorn> c�icriN=c�i U0. 0 L 'Pa - U Q"O 'O .�+Z O a) 2 3� E 0.0_U O d w U Z W 0 W Q J Q 2 U 0 N CD LU oo >CY) o< �U) W c) 0z 0-o a� N 0 00 w REVISIONS NO. DATE BY 05/04/22 CITY 0 A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4 20 CAD FILE: Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL SITE PLAN Al 1 ■ L_ EG KEY NOTES 1❑ PROVIDE SMOKE AND CARBON MONOXIDE DETECTOR. �2 REPLACED GAS FURNACE FOR EXISTING 1ST FLOOR CONNECTED TO EXISTING DUCTWORK IN CRAWLSPACE. (140,00 BTU/HR SEE ENERGY NOTES SHEET A3.1) �g REPLACED GAS TANKLESS WATER HEATER WITH RECIRC PUMP AND RE—CIRC. ® 24" D. BASE CABINETS w/ COUNTER. COORDINATE WITH OWNER. ❑5 12" D. UPPER CABINETS. COORDINATE WITH OWNER © COORDINATE ELECTRICAL OUTLET LOCATIONS ABOVE/BELOW ALL COUNTERS IN WITH OWNER PRIOR TO ROUGH —IN. ❑7 60 CFM MIN. BATH FAN (V.T.O.) (VERIFY EXISTING) ® DOORS FROM GARAGE REQUIRED TO HAVE 20 MINUTE MIN. FIRE RATING. �g PROVIDE 1—HR RATING FOR GARAGE WALLS AND CEILING. PROVIDE 5/8" TYPE " GWB, TYP. SEE GENERAL NOTES AO.2 AND BUILDING SECTION A4.1. FOR MORE INFORMATION. 10 EXISTING 18"X 24" CRAWLSPACE ACCESS 11 EXISTING WASHER/DRYER LOCATION 12 FULL HEIGHT CABINETS/PANTRY (COORDINATE WITH OWNER) 13 UNDERCOUNTER REFRIGERATOR AND BAR SINK (COORDINATE WITH OWNER) 14 DUAL BASIN SINK 15 DISHWASHER 16 36" GAS RANGE WITH HOOD (VENT TO OUTSIDE) 17 48" FRIG/FREEZER 18 STACKED 30" OVEN AND 30" OVEN 1 g ESPRESSO MACHINE AND GRINDER 20 GAS FIREPLACE (V.T.O.) SEE DETAIL 1/A6.1 SMOKE & CO DETECTOR NOTES: SMOKE DETECTOR/ALARM: AS INDICATED ON PLANS - REFER TO SHEET AO.2 FOR LOCATION REQUIREMENTS. 110V w/ BATTERY BACK-UP INTERCONNECTED SYSTEM. ADDITIONAL SMOKE ALARM CO CARBON MONOXIDE ALARM - INSTALL PER MFR'S REQUIREMENTS AND REQUIREMENTS OF UL 2034 PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS (VERTICALLY AND HORIZONTALLY) AT MAX. 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH IRC SECTION R602.8. 4. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SPOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH PER IRC SECTION R316.1 5. BATHROOM NOTES: PROVIDE FIREBLOCKING BETWEEN STUDS AT TUB/SHOWER ENCLOSURE(S). LIMIT SHOWER FLOW TO 2.5 G.P.M. WALLS SHALL BE WATERPROOF TO A MINIMUM OF 72" ABOVE DRAIN INLET. ALL GLAZING, INCLUDING WINDOWS, WITH 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 6. ALL WOOD SUBJECT TO WEATHER EXPOSURE SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES (REFER TO STRUCTURAL PLANS FOR STRUCTURAL REQUIREMENTS) MARKED BY AN APPROVED TESTING AGENCY OR CEDAR OR REDWOOD. WALL LEGEND DOOR. REFER TO KEYS ON PLAN. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4" FROM ADJACENT PERPENDICULAR WALL FINISH OR CENTERED IN HALLWAY. O EXTERIOR WINDOW - REFER TO EXTERIOR ELEVATIONS AND WINDOW SCHEDULE SHEET A6.1 NOTES : 1. PROVIDE WATER & MILDEW/MOLD RESISTANT NON -PAPER FACED G.W.B. AT ALL DAMP OR MOISTURE EXPOSED LOCATIONS TYPICAL EXTERIOR WALL: 2x 6 (U.O.N.) w/ PLYWD SHEATHING PER STRUCTURAL ENGINEER w/ MIN. R-21 INSULATION, 4 MIL VAPOR BARRIER (AT WARM SIDE) AND 1/2" INTERIOR G.W.B. TYPICAL INTERIOR/EXISTING INFILL WALL: 2x 4 (U.O.N.) WOOD STUDS @ 16"O.C. w/ 1/2" G.W.B. EACH SIDE OR AS REQ'D PER STRUCTURAL AND SHEAR WALL SCHEDULE; FINISH PER OWNER SPECS. TYPICAL GARAGE WALL: 2x 6 (U.O.N.) WOOD STUDS 16" O.C. w/ PLYWD SHEATHING PER STRUCTURAL ENGINEER AND 1/2" INTERIOR G.W.B. INTERIOR FINISH PER SPECS. **SEE TYPICAL FRAMING DETAILS 1-8/A5.1 LOU Q a z c� Z U cu In J Lu C N d 0 a� to L a 3 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON t a-. N C ��N O LLL O 1) �+ 7 N Q N J a O N O E V T� vl o N 0�+. C d C O•n �' 7 7 O oay •� c Oc0po0N O_10 C Ja) E=r 0> d n2 Li 0 c ao 0y c0 3- ao 60 o O N O 4)U C N .- O L E°'«, hoc>`; ov" 0 o(n0 (n U O T O p� N Ow— E•L > O_ C O < v U 3 � E c-a Q E 0� 3 o �� C E c ° as N ~ � O_ O p L N p 3 >` c\j ON NQ d++ �CU TLZ0 T0 {N' -EONIDOCO_ E0U'_L ]pC 0N C3+_00ON � NJ00U N� -0 O0 O0 N 0 0 E O E O y N N 6.2 a) J 01 L O L C C C- O N ow N V Cc'N N i C W o C c a o 0 0 16� c-0 0 00 0 0U L N C v¢0L ov-0—z ` a) U3E c"O n W U Z W 0 W 0� J Q W N N J >m rn 0 0� ~ W co O 0 LLI Z In I O U 00LU REVISIONS NO. DATE BY 0 05/04/22 CITY 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 05/04/2022 CAD FILE: A21-016 A2.1 Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL FIRST FLOOR PLAN L- FIRST FLOOR PLAN SCALE: 1/4"=1'-0" A21-016 A2.1 Revised.dwg (V r7 00 7'-4„ '-8"x6'- 11 NEW C LST EXIST. EGRESS COVERED PATIO EXISTING BEDROOM 3'-1" �2 NEW BATH Fil® -4 3/4" EXIST. DECK 8'-7 1 /2" o NEW CLOSET 5'-9" 2'-1 1 /4" 2'-0„ F i- 10 ® 1❑ SD CO NEW AT H 6"x6'- " 4 5 7 � 2 „x6,_ ., SD CO OPEN 10'-3" S-10 1/2" TO BELOW EGRESS 0 05/04/22 12 0 FAMILY ROOM EGRESS 7'-7„ EXIST. DECK KEY NOTES El PROVIDE SMOKE AND CARBON MONOXIDE DETECTOR. �2 24" D. BASE CABINETS w/ COUNTER. COORDINATE WITH OWNER. �3 12" D. UPPER CABINETS. COORDINATE WITH OWNER ® COORDINATE ELECTRICAL OUTLET LOCATIONS ABOVE/BELOW ALL COUNTERS IN WITH OWNER PRIOR TO ROUGH —IN. 60 CFM MIN. BATH FAN (V.T.O.) (VERIFY EXISTING) © FULL HEIGHT CABINETS OR CLOSETS (COORDINATE WITH OWNER) �7 SINK ® 12%18" BAR SINK �9 UNDERCOUNTER FRIG 10 ESPRESSO MACHINE AND GRINDER AT COUNTER 11 22%30" ATTIC ACCESS 12 CABLE RAILING SYSTEM. PROVIDE NEW CONTINUOUS HANDRAIL/GUARDRAIL PER OWNER'S SPEC. GUARD RAILINGS SHALL BE MIN. 36" A.F.F. w/ INTERMEDIATE MEMBERS SPACED SUCH AS TO NOT ALLOW THE PASSAGE OF A 4"0 SPHERE 13 VENTILATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH WAC, SECTIONS M1507.1 — M1507.3. PROVIDE WHOLE HOUSE FAN (KEYNOTE NOT SHOWN ON PLANS) 14 SHOWER WITH BUILT—IN BENCH SMOKE & CO DETECTOR NOTES: SD SMOKE DETECTOR/ALARM: 110V w/ BATTERY BACK-UP AS INDICATED ON PLANS - INTERCONNECTED SYSTEM. REFER TO SHEET AO.2 FOR ADDITIONAL SMOKE ALARM LOCATION REQUIREMENTS. CO CARBON MONOXIDE ALARM - INSTALL PER MFR'S REQUIREMENTS AND REQUIREMENTS OF UL 2034 PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS (VERTICALLY AND HORIZONTALLY) AT MAX. 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH IRC SECTION R602.8. 4. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SPOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH PER IRC SECTION R316.1 5. BATHROOM NOTES: PROVIDE FIREBLOCKING BETWEEN STUDS AT TUB/SHOWER ENCLOSURE(S). LIMIT SHOWER FLOW TO 2.5 G.P.M. WALLS SHALL BE WATERPROOF TO A MINIMUM OF 72" ABOVE DRAIN INLET. ALL GLAZING, INCLUDING WINDOWS, WITH 70" OF DRAIN INLET, SHALL BE SAFETY GLASS. 6. ALL WOOD SUBJECT TO WEATHER EXPOSURE SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES (REFER TO STRUCTURAL PLANS FOR STRUCTURAL REQUIREMENTS) MARKED BY AN APPROVED TESTING AGENCY OR CEDAR OR REDWOOD. WALL LEGEND DOOR. REFER TO KEYS ON PLAN. DOORS THAT ARE NOT DIMENSIONED ARE TO BE LOCATED A MIN. 4" FROM ADJACENT PERPENDICULAR WALL FINISH OR CENTERED IN HALLWAY. O EXTERIOR WINDOW - REFER TO EXTERIOR ELEVATIONS AND WINDOW SCHEDULE SHEET A6.1 NOTES 1. PROVIDE WATER & MILDEW/MOLD RESISTANT NON -PAPER FACED G.W.B. AT ALL DAMP OR MOISTURE EXPOSED LOCATIONS TYPICAL EXTERIOR WALL: 2x 6 (U.O.N.) w/ PLYWD SHEATHING PER STRUCTURAL ENGINEER w/ MIN. R-21 INSULATION, 4 MIL VAPOR BARRIER (AT WARM SIDE) AND 1/2" INTERIOR G.W.B. TYPICAL INTERIOR/EXISTING INFILL WALL: 2x 4 (U.O.N.) WOOD STUDS @ 16"O.C. w/ 1/2" G.W.B. EACH SIDE OR AS REQ'D PER STRUCTURAL AND SHEAR WALL SCHEDULE; FINISH PER OWNER SPECS. TYPICAL GARAGE WALL: 2x 6 (U.O.N.) WOOD STUDS 16" O.C. w/ PLYWD SHEATHING PER STRUCTURAL ENGINEER AND 1/2" INTERIOR G.W.B. INTERIOR FINISH PER SPECS. **SEE TYPICAL FRAMING DETAILS 1-8/A5.1 LOU Q 0 J c. Z U cu In J Lu C N d O a� N L a 3 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON t a-. 0 C c E O L L L p 7 N> O Q N J a O N O E V T� vl C0 N 0Cc) +. C o �;' O C O— •n C 7 0 7 O oay O aO> p 0 y C D_ J 0 E t 0> O N 0 2- T T •C O m a O_t O C n C � n� 3 •ate �'y n� H o � C)- •� c cpio 03 ao10o O U C •_:6 C OL E°'w �0c>`; 'ov w :3a ;_:— �+` w,- 2 0 ov�0 p� N Ow- E•L > O_ C O < vU3 Cc, v�a�cl Q O �� E E c_ ° aN« o° N ~ O__O C O L N 0 0 >` C111dC U TLZ_c T O C 0 O O N 0 O C O_ • L] p C N L>�> E E O NU 3+. 0 O O 0 -0 O J�� 0�0 -U O Q 0 . - O N 0 6_ C 0�0 im _j N V Cc'N L O L C C C- O O ow 00 i C W o C c a 0° 016 � c-0 0 00 0 L U 0 L N 0 0 C "O 0 v ¢v-00. z `o 0 U 30 E ancp� TO,a QWN J >m O o� Q ~ co wo O Uj Z IO Q_ U � 00LL] REVISIONS NO. DATE BY 0 05/04/22 CITY 0 A 0 0 0 ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 05/04/2022 CAD FILE: A21-016 A2.1 Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL SECOND FLOOR PLAN 2ND FLOOR PLAN SCALE: 1/4"=1'-0" A21-016 A2.1 Revised.dwg (E (E L- k�ia 4.1 TYP. a EXISTING ROOF ROOF PLAN SCALE: 1/4"=1'-0" A21-016 A2.4 Revised.dwg ROOF PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. 3. PROVIDE HORIZONTAL FIREBLOCKING IN ALL FRAME WALLS (VERTICALLY AND HORIZONTALLY) AT MAX. 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE CEILINGS. FIREBLOCK IN ACCORDANCE WITH IRC SECTION R602.8. 4. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH PER IRC SECTION R316.1 5. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP AND SHALL BE INSTALLED AND BRACED TO MFR'S SPECIFICATIONS. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCS. ALL TRUSSES SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. 6. G.C. TO FIELD VERIFY ALL EXISTING ROOF SLOPES AND CONDITIONS PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS OR TRUSSES. 7. ALL NEW EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM R-10 INSULATION. REFER TO TYPICAL EXTERIOR HEADER DETAIL (�p DRAINAGE 1, GENERAL NOTE DOWNSPOUTS SHALL BE TIED INTD A NON -PERFORATED, MGI0, SMOOTH-KRE PIPE WHICH DRA1N5 TO AN APPROVED STORM 5Y M 2, PROVIDE CLEM04JTS AT THE UPPER END OF THE SYSTEM AN,ID AT EACH CUMULATIVE CI+ANGE OF DIRECTION 1N EXCESS OF 135 DEGREES. 3, ALL PIPE FITTINGS SMALL BE MADE OF THE SAME MATERIAL AS THE STRAIGHT PIPE, �,LUED JONTS SHALL USE A BONDING AGENT RECOMMENDED BY THE PIPE MANUFACTURER. 4. FOOTING DRPJNS SHALL BE INSTALLED AROUND ALL NEW FOUNDATIONS AND SHALL BE TIED 10 THE STORM DRAINAGE SYSTEM, FOOTING DRAINS SHALL BE CONSTRUCTED Of PERFORATED PIPE AT THE BASE Of THE FOOTING, r B SMALL MEET MATERIAL STANDARDS OF D 7 9 FOR PVC PIPE, WITH THE PERFORATIONS DIRI=CTEO DOWNWARD_ PLACE GRANULAR WXFILL AROUND AND ABM THE FOOTING DRAIN TO A DEPTfi Of 2/3 OF THE FALL HEIGHT. PROVIDE FILTER FABRIC WRAP AROUND BETWEEN THE GRANULAR BACKFILL AND THE NATIVE SOIL_ REFER Try GEOTECHNICAL ENGINEERING INVE51CATON PREPARED BY LIU A ASSOCIATES, INC_ DATED 3-5-2018 fOR FOUNDATION DRAINAGE REQUIREMENTS AND RECOOENaATIONS_ ROOF PLAN LEGEND WALL BELOW PER PLANS w/ HEADER or BEAM PER STRUCTURAL 6:12 ROOF PITCH INDICATOR. G.C. TO FIELD VERIFY ALL EXISTING ROOF SLOPES AND CONDITIONS PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS OR TRUSSES LOU m Q a z c� Z U cu Ln J Lu C N a) 0 a� N L a 3 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON LL C ESN OLLL Ocl +• 7 N >'OQ N L o N E o t in w C N N J U W O U. O U++U J am ° a° o o E y 0)a°'�' a' 3 a� �'o n a N aF = o c N C C N O O j L C,3 a 0 N O N U C N.- pL W 7 0 -,mow, w N•- N (n U O N °� O O N�7 N � -°U7 °�°E;COL .. T NOE Q O G� E T V a N •aL-. C d� = O C C_ N N O U 0 ° L N O O TO N a= U T� Z L N N= O dNU N. EID vp_ .� jo •-> '- E U 0 N +L+N JN,�O°oU O y O p 0 0 o 0- = y p w w L UOE OE ° C N 0 N c J � O�' C C C U 'L j =- 0 2 0 2 0 0 0)m. a; - - p pi L -ro- L v .- U— 4) NL O y•'-' N° 7 7 0"0 7 C� ¢-oar Z o o 30 E aao ° a W U Z W 0 W 0� J Q W N J >m L I O � � LU I � � a0 U 00w REVISIONS NO. DATE BY 0 05/04/22 CITY 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 05/04/2022 CAD FILE: A21-016 A2.4 Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL ROOF PLAN A204 ENERGY CODE NOTES THESE DESIGNS ARE IN ACCORDANCE WITH THE 2015 WASHINGTON STATE ENERGY CODE PLUMBING FIXTURE EFFICIENCY: (WSEC) REQUIREMENTS FOR TABLE 402.1.1 - PRESCRIPTIVE COMPONENT REQUIREMENTS FOR TANK TYPE TOILETS 1.6 GPF MAXIMUM CLIMATE ZONE 4-MARINE. LAVATORY FAUCETS 2.5 GPM MAXIMUM SECTION R406 CATEGORY: ADDITIONS <500 S.F.: 0.5 POINTS REQ'D KITCHEN FAUCETS 2.5 GPM MAXIMUM SHOWER HEADS 2.5 GPM MAXIMUM TABLE 406.2 CREDIT FUEL TYPE: NATURAL GAS PROVIDE 4 MIL POLY VAPOR BARRIER ON WARM SIDE OF WALLS MINIMUM EFFICIENCY OF FURNACE: PRIMARY RESIDENCE 94% AFUE MAXIMUM GLAZING FACTORS (NEW WINDOWS): VERTICAL GLAZING: U = 0.30 VERTICAL GLAZING SHGC: NO REQUIREMENT OVERHEAD GLAZING: U = 0.50 MAXIMUM DOOR FACTORS: WOOD DOOR IN WOOD FRAME: R402.3.4 EXEMPT OPAQUE DOOR INSULATION LEVELS PROVIDED: ATTIC SPACES UNVENTED JOISTS SPACES VAULTED CEILINGS ABOVE GRADE WALLS BELOW GRADE WALLS FLOORS OVER UNCOND. SPACE SLAB ON GRADE FLOORS MAX. A.B.E. WEST ELEVATION (TYP. NOTES) SCALE: 1/4" = 1'-0" U = 0.46 PROVIDE 6 MIL POLY VAPOR BARRIER AT WARM SIDE OF CEILINGS 3A (1.0 PTS) I R402.4 AIR LEAKAGE AND TESTING (MANDATORY) R-49 R-38 (R-15 SPRAY/R-23 ROXUL) R-38 R-21 N/A R-38 BATT INSULATION R-10 CONTINUOUS XPS INSULATION FOR 12" THE BUILDING ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4 THE DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR CHANGE LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING ENVELOPE. WHOLE HOUSE FAN SHALL BE INTEGRATED WITH AUTOMATIC FRESH AIR DAMPER ON FORCED AIR UNIT. ALL HEATING DUCTS LOCATED IN UNHEATED AREAS ARE TO BE INSULATED TO MINIMUM R-8. DUCT SEAMS ARE TO BE SEALED AND FASTENED WITH A MINIMUM OF FASTENERS. NON -RECIRCULATING HOT & COLD WATER PIPES >1" NOMINAL PIPE SIZE LOCATED IN UNCONDITIONED AREAS SHALL BE INSULATED TO MINIMUM R-3. A MINIMUM OF 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS (WSEC R404.1) FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS (WSEC R404.1.1) CRAWLSPACE VENTING EXISTING VENTING - NO CHANGE. Lou m a o z c� Z (DMOO @ � N J E' N 0 a) fN •L Q 3 REGISTERED oshua Cory Peterson STATE OF WASHINGTON 0 Q) 0 U W O�0 0=== Or -004) oEo"v J U !n O O O+ -5l:� -0 o o_ Nam- J o aci ° a ° > o o E a�E 7T a�9N� D�0 0) c 4) u 0 ° 3- a° �'a0i 0 0 OL (n U N TO °+. 0 O N� N � -0 0 °� 0� 3� �+. w� D E < N d E TV dN C dE C C C_ N N O U N dO ° t N O O ?`0 a° U �z� v a� N N U N. E cl X w+ 7 or- 0 N j •- E NU 3 N O U 0 N +�• d J N w 0 0 4 U O y h .—++ 0 0 N 0 O�' C 41 0 �L- �� U O E O E 0 yN. N d W V D' J N 0 O N 0-C C iCCC aO��C0U 00 0i0) 0 LL N++t 0- 4) NL O 2 y." N 0 7 7 0"O 7 U Q"0"O .+Z O N" 3m E O_aU D O_ w U Z W 0 W 0� J Q W N J_ oo � O o< Q ~� Lu )z = W �° U �w REVISIONS NO. DATE BY 0 05/04/22 CITY A A A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4 20 CAD FILE: Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: STATUS: PERMIT RESUBMITTAL EXTERIOR ELEVATION ENERGY CODE NOTES A301 MAX. A.B.E. 23'-6" A.F.F. (25'-0" A.B.E. T.O. EXIST. RIDGE (HIGHEST POINT) 21'-6" A.F.F. (23'-0" A.B.E.) T.O. RAILING LIZ 20'-9" A.F.FEl B.O. EXIST. FRAMING 16-3 1 /2" A. F.F. NEW EXT. WALL CONSTRUCTION: HORIZ. SIDING o/ V.B. o/ 3/4" PLY o/ 2x6 STUDS @ 16"o.c. w/ R-21 BATT INSUL. o/ 1 /2" GWB. T.O. EXIST. F.F. 8'-7 1/4" A.F.F. EXIST. EXT. WALL CONSTRUCTION: — HORIZ. SIDING o/ V.B. o/ 3/4" PLY o/ 2x4 STUDS @ 16"o.c. w/ R-15 BATT INSUL. o/ 1 /2" GWB. BUILDING SECTION SCALE: 1 /4" = V-0" T.O. EXIST. F.F. 0'-0" A.F.F. A.B.E. 4-6" B.F.F.(A.B.E. 0.0-f-4 36" HIGH RAILING. SEE PLAN FOR DETAILS COMPOSITE DECK BOARDS OVER SLEEPERS OR MEMBRANE ROOF. MECH. DECK 0 R-38 COMPRESSED BATTS DECK CATWALK 0 EXIST. RIDGE VENT, TYP. / I/ PRE —FABRICATED STAIR AND I LANDING SYSTEM SEE DETAIL 9/A5.1 FOR TYPICAL FOUNDATION AND FOOTING DRAIN EXIST. COMP ROOF o/1 /2" SHEATHING o/ TRUSSES R-49 BATT INSULATION AT ALL EXISTING TRUSSES NEW FOOTING PER STRUCTURAL NEW 6 MIL V.B., TYP. BLACK REPLACE INSULATION R-38 BATT. V EXISTING 2x4 WALL TO REMAIN AT FIRST FLOOR. INSULATE FULL CAVITY (R-15) SEE FLOOR PLANS - UrL Lou a o J 6 Z (D @ � N J Lu C V N 0 _N �L Q> IMMIN REGISTERED oshua Cory Peterson STATE OF WASHINGTON L L -6c p L L L O L �+ a+ U c � C SON -°EOv�J tllC �NN� J -0!n O O 0_r.m +. O U++"O -0N "'' d IDC O- N E-r- U T 0-0> N p p O O p o1 a- 3 a� o.�' a a N a� c o c c 0 U 0 7 L° 3 a p 6 w c N U C OL E Q2 v°, 2 Ems° c cO U N TO per+> O N� N z. � UU7 E �3L0`.�fll u,pE Q N d E T V U a N� C d� C S C C_ N N O U N a� p L y p 0 ?`O 2 a C U >> L Z L N N C O N N U N. N X w+: 7 O—c cl N > •- E 0 U3 NO U N N d J N w p O U O y- h .�Z O O N 0 6- C 41 O C�w -L 00 E O E O yN. N d U).2 D' J N V 0 O N O�' C C Cam. U piC C L p 0- 7 C� 0 0 0 0 >, .L 0).a) O p L L N ++ L U- N NL O y•" N E 7 7 0U 7 U Q"O "O �+Z O N L 30 E aa0 O a w U Z W 0 W 0� J Wo J_ Q CD > oo rn O LLl ~ 0 O = W Z 0-O c)00w REVISIONS NO. DATE BY A 05/04/22 CITY ZL A A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 4 20 CAD FILE: Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL BUILDING SECTIONS A401 L_ 2x6 B1 L A- DLVkr\IIVU , TYPICAL CORNER FRAMING N.T.S. FLOOR JOISTS � PER RL N PER F31AM G11UL WdP+DFi BARRIER 4" PEFT. F. F O OTNJ G IDRMN 2x-9 V"f SELL f —A''F%c TnHIJWE 44 @. IF D.kr. l ORZ 8 i� VEIR F. -PER IBC F -P,LEt.:-R SEE SITE P "N FOR DFL&I Ng , TYPICAL FOUNDATION DETAIL 1" = 1'-0" 2x6 D 4x HEADER 2x6 CRII 2xE TYPICAL HEADER DETAIL N.T.S. �0' O� UUUDLL JUIJ 1 J III DOUBLE JOISTS UNDER PARTITION N.T.S. nI ITCInC ("InDNIE- D 2x STUD I:=:X619 3IRe7 ,— INSULATED THREE -STUD CORNER 3" = 1'-0" , INTERMEDIATE CORNER JOINT N.T.S. R-21 INSUL 4x HE STRUT c TOP PLATE —10 RIDGID INSULATION , INSULATED HEADER CONDITION 1 1 /2" = V-0" 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON L Lrt+ U N O✓� N CO -r0 y �+NCE' 7 N >'Oa a N O N E O yN N C N y J-0 N O O N 0- U) .E 0:5 o `0, �orc>°E°ca°'-0 J aaiE-o>,aa'>oN°' °ago°' La c y o nN °. o C •� c coi o3 0 3-t ap o,4 c m o c Os o E „ N .0 Ems° y> 3, w-'o'o (n 0° O TO ° O 0,3 y -o° 0 7 ° 0£ 3 OL Z T N 0 E Q yak Eccc v°yoa N a° ° °L O o To 2 ar O >.Z.L.. T N C O 0i-d • a)c °" s30—r- v >w > ° E ° 0ti 3. ,�v0 (D y +L+N"L J 00 0.+0 "w i�OC O E E O 00i oL! 220 - C '0 ° 0, a+°O aNWN 0 O°z w On a-°o:5oa23o E aau °.sa 0i W U Z W W ry J Q W N J >� Q o� Q � w� I W nZ a0 U 00w REVISIONS NO. DATE BY Al A A A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: PLOT DATE: 03/18/2022 CAD FILE: A21-016 A5.1 JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: QA SET FRAMING DETAILS A501 L- 1. CONTRACTOR SHALL PERFORM ALL WORK WITHIN THIS SCOPE IN ACCORDANCE AND COMPLIANCE WITH ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS, REGULATIONS AND CODES. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS ESTABLISHED BY THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH APPROPRIATE STATE AND LOCAL JURISDICTION AMENDMENTS. 2. CONTRACTOR SHALL MAINTAIN THE JOBSITE IN A CLEAN AND WORKMANLIKE CONDITION. ANY DEBRIS GENERATED DURING CONSTRUCTION SHALL BE REMOVED FROM THE JOBSITE CONTINUALLY. THE JOBSITE SHALL BE LEFT IN A CLEAN AND NEAT CONDITION AT THE END OF EACH WORKDAY. DEBRIS REMOVAL FROM THE JOBSITE SHALL BE ONGOING. CONTRACTOR SHALL DISPOSE ALL MATERIALS AND DEBRIS IN A LEGAL MANNER. ALL PEDESTRIAN AND VEHICULAR ACCESS -WAYS SHALL BE MAINTAINED IN A CLEAN CONDITION THROUGHOUT THE PROJECT. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FOLLOW SPECIFIED WATERPROOFING SYSTEMS AND INCORPORATION THEREOF. CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS, SUCH AS SEALANTS, CLOSED -CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC., UTILIZED IN CONJUNCTION WITH OTHER WATERPROOFING OR BUILDING SYSTEM COMPONENTS, SHOULD THE CONTRACTOR DECIDE TO REQUEST MATERIAL SUBSTITUTION FROM THOSE SPECIFIED BY THE ARCHITECT. 5. PRIOR TO PURCHASING AND INSTALLATION, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT FOR THEIR APPROVAL, SHOP DRAWINGS AND SPECS FOR ALL METAL FLASHING AND COUNTER-FLASHINGS IN ORDER TO DEMONSTRATE THEIR UNDERSTANDING OF THE DETAILS. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL AND ASSURANCE OF THE WORK PERFORMED BY THE CONTRACTOR, ITS AGENTS, EMPLOYEES OR ANY SUBCONTRACTOR EMPLOYED OR OTHERWISE RETAINED BY THE CONTRACTOR. CONTRACTOR IS FURTHER RESPONSIBLE FOR PROPER INTEGRATION OF BUILDING COMPONENTS TO PROVIDE A WEATHER -RESISTIVE BUILDING SYSTEM AS INTENDED BY THE DETAILS PROVIDED BY ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF WORK AND SHALL CARRY OUT ALL WORK IN COMPLIANCE WITH THE BEST INDUSTRY STANDARDS AND IN COMPLIANCE WITH PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND STANDARDS REFERENCED IN THE SPECIFICATIONS. 8. MOCKUP(S) OF ALL BUILDING ENVELOPE COMPONENTS SUCH AS WINDOWS, DOORS, WRB, CLADDING AND PENETRATION INSTALLATION MUST BE CARRIED OUT PRIOR TO COMMENCEMENT OF EXTERIOR ENVELOPE WORK. 9. DETAILS MAY NOT BE MODIFIED, REVISED OR ELIMINATED BY THE CONTRACTOR WITHOUT PRIOR WRITTEN CONSENT 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND SCHEDULE FOR INSPECTION AND APPROVAL OF THE WORK PERFORMED WITH RESPECT TO EACH OF THE WATERPROOFING COMPONENTS. 11. UNLESS OTHERWISE NOTED, ALL EXPOSED METAL FLASHINGS AND COUNTER-FLASHINGS SHALL BE MADE OF MINIMUM 24 GA PRE -FINISH SHEET METAL. METAL FLASHING SHALL CONFORM TO SMACNA, NRCA, BUILDING CODE AND OTHER RELEVANT CODES AND INDUSTRY STANDARDS. THE VERTICAL LEGS OF SAID FLASHINGS SHALL BE MINIMUM 6 INCHES LONG. THE JOINTS OF PRE -FINISH METAL FLASHINGS SHALL BE BENT IN PLACE SUCH AS TO PREVENT MOISTURE MIGRATION PAST THE END DAMS. ALL CONCEALED METAL FLASHING AND COUTER-FLASHING PIECES SHALL BE 24 GA G-90 GALVANIZED SHEET METAL OR SCHEDULE 307 STAINLESS STEEL. JOINTS OF ALL FLASHING PIECES OTHER THAN PRE -FINISH METAL MUST BE WELDED OR SOLDERED. ALL METAL FLASHING SYSTEMS SHALL BE MANUFACTURED & INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL SHEET METAL MANUAL PUBLISHED BY SMACNA. UNLESS OTHERWISE NOTED, ALL METAL HEAD FLASHINGS SHALL HAVE A MINIMUM 1/2"-TALL END -DAMS. UNLESS OTHERWISE NOTED, ALL SILL PAN FLASHINGS SHALL HAVE END- AND BACK -DAMS. UNLESS OTHERWISE NOTED ALL FLASHINGS AND COUNTER FLASHINGS (METAL AND OTHERWISE) SHALL BE SET IN A CONTINUOUS BEAD OF NON SKINNING BUTYL SEALANT OR APPROVED EQUAL. 12. UNLESS OTHERWISE NOTED, ENGINEERED SEALANT JOINTS SHALL BE 1/2-INCH MINIMUM WIDE BY 1/4-INCH MINIMUM DEEP IN AN ATTEMPT TO MAINTAIN A 2:1 RATIO. SEALANTS SHALL BE ONE -PART SILICONE SEALANT & SINGLE -PART POLYURETHANE FOR SURFACE APPLICATION AND NON -SKINNING BUTYL FOR INSTALLATION BETWEEN CONCEALED MATERIAL INTERFACES. ACCEPTABLE SEALANTS INCLUDE BUT ARE NOT LIMITED TO DOW CORNING 790 AND 795 SILICONE BUILDING SEALANT, SIKAFLEX 15 LM, AND SONOLASTIC 150 VLM. 13. WEATHER -RESISTIVE BARRIER (WRB) SHALL BE COMPRISED OF (1) LAYER OF HIGH-PERFORMANCE VAPROSHIELD-WRAPSHIELD BREATHABLE UNDERLAYMENT MANUFACTURED BY VAPROSHIELD, LLC. NO SUBSTITUTION IS ALLOWED WITHOUT PRIOR APPROVAL. REFER TO DETAILS 6, 10 & 12 ON THIS SHEET FOR ADDITIONAL INFORMATION AND OVERLAP REQUIREMENTS. 14. WINDOW AND DOOR UNITS INSTALLED WITHIN THE EXTERIOR WALL SYSTEM MAY NEED TO BE FURRED OUT TO ALLOW FOR PROPER DRAINAGE. IF THIS IS THE CASE, THE FURRING MATERIAL SHALL BE PVC BATTENS OR PRESSURE -TREATED SOLID BLOCKING. 15. THE ROUGH OPENING FOR WINDOWS MUST BE 1/2" WIDER AND 1/2"+ TALLER THAN THE WIDTH & HEIGHT OF THE WINDOW UNIT AS THE SILL PAN WILL LIFT THE WINDOW UNITS BY APPROXIMATELY 1/8"-1/4" OFF THE SILL. REFER TO WINDOW MFR'S INSTALLATION MANUAL FOR ADDITIONAL ROUGH OPENING REQUIREMENTS. 16. UNLESS OTHERWISE NOTED ON THE PLANS, ALL WOOD BLOCKING SHALL BE PRESSURE -TREATED LUMBER. IF SUCH MATERIAL IS CUT ONSITE, CUT ENDS MUST BE TREATED WITH STANDARD WOOD PRIMERS IMMEDIATELY. 17. FURRING BATTENS SHALL BE EITHER 1X4 BORATE -TREATED LUMBER OR 3/4" BY 1-7/8" PVC VAPROBATTEN MANUFACTURED BY VAPROSHIELD LLC. FURRING BATTENS SHALL ONLY BE INSTALLED VERTICALLY. FURRING BATTENS MUST BE INSTALLED DIRECTLY OVER STUDS SPACED NO MORE THAN 16" o.c. FURRING BATTENS MUST BE SECURELY ATTACHED TO THE STUDS USING APPROVED FASTENERS. ENSURE THAT THE FASTENERS FOR SIDING INSTALLATION ARE LONG ENOUGH TO PENETRATE THROUGH THE FURRING BATTENS, SHEATHINGS) AND INTO STUDS A MINIMUM OF 1/2". WHERE DISSIMILAR MATERIALS ABUT, INSTALL FURRING BATTENS DIRECTLY BEHIND MATERIAL TRANSITIONS. 18. AT RAINSCREEN SYSTEMS INSECT SCREENS SHALL BE PROVIDED AT TOP & BOTTOM OF THE WALLS AS WELL AS TOP & BOTTOM ANY AND ALL WALL PENETRATIONS. IT SHALL BE EITHER 3/4" MIN VAPROVENT STRIP / VAPROVENT HOOK STRIP OR METAL BUG SCREEN. THE SCREEN / STRIP MUST BE INSTALLED CONTINUOUSLY. 19. WINDOW AND DOOR PENETRATION WRAPS SHALL CONSIST OF VAPROSHIELD-WRAPSHIELD MANUFACTURED BY VAPROSHIELD LLC. INSTALL PENETRATION WRAPS PER MANUFACTURER'S RECOMMENDATIONS AS WELL AS THE WATERPROOFING DETAILS. USE FACTORY PRE -FORMED CORNERS. USE APPROPRIATE PRIMER FOR APPLICATIONS AT EXTERIOR SHEATHING OR WHERE THE SURFACE TEMPERATURE IS BELOW 40-DEGREE FAHRENHEIT PURSUANT TO THE MANUFACTURER'S INSTRUCTIONS. 20. UNLESS OTHERWISE NOTED, SELF -ADHERING MEMBRANE (S.A.M.) SHALL BE MINIMUM OF 9" WIDE WRAPSHIELD S.A.M. MANUFACTURED BY VAPROSHIELD LLC; OR THERMFLASH. USE APPROPRIATE PRIMER FOR APPLICATIONS AT EXTERIOR SHEATHING OR WHERE THE SURFACE TEMPERATURE IS BELOW 40-DEGREE FAHRENHEIT PER MANUFACTURER'S RECOMMENDATIONS. 21. WHERE THROUGH WALL PENETRATIONS OCCUR (e.g., HOSE BIBS, PIPES, ELECTRICAL BOXES, LIGHT FIXTURES, ETC.) INSTALL 24 MIL THERM FLASH PENETRATION WRAP & BUTYL TAPE AS WELL AS WRB APRONS PER WATERPROOFING DETAILS. 22. THE BUILDING ENVELOPE SYSTEM SHALL BE A CONTINUOUS AIR -BARRIER SYSTEM IN ACCORDANCE WITH 2O12 WASHINGTON ENERGY CODE PROVISIONS. 23. AT CONCRETE CONSTRUCTION & COLD -JOINTS APPLY APPROVED DOUBLE LOCKING HYDROPHOBIC WATERSTOP CAPABLE OF 2-TIMES EXPANSION BY VOLUME. BASIS OF DESIGN IS ULTRASEAL P-201 BY ADEKA. CONCRETE SHALL BE CLEANED, TOOLED AND PRIMED BEFORE INSTALLING WATERSTOP MEDIUM. 24. ALL FASTENERS SHALL BE EITHER STAINLESS STEEL; OR DOUBLE -DIPPED, HOT -DIPPED OR HEAVEY-DIPPED GALVANIZED CONFORMING TO ASTM A153. ELECTRO-GALVANIZED FASTENERS MUST NOT BE USED UNDER ANY CIRCUMSTANCES. 25. UNDER SLAB VAPOR BARRIER AT NEW SLAB ON GRADE AREAS SHALL BE CLASS B,15mil GEOMEMBRANE CONFORMING TO ASTM E-1745. BASIS OF DESIGN IS STEGO WRAP 15mil WITH STEGO TAPE, MANUFACTURED BY STEGO INDUSTRIES. 26. MAINTAIN A MINIMUM OF 6" SEPARATION BETWEEN FINISH GRADE AND FRAMING AND SIDING MATERIALS. 27. SLOPE ALL WEATHER -DECKS, WALKS AND PATIOS AWAY FROM THE BUILDING WITH A MINIMUM SLOPE OF 1/4" PER FOOT. INSTALL CRICKETS ON WEATHER -DECK SURFACES, WHERE NEEDED, TO ALLOW FOR PROPER SLOPE AND DRAINAGE. AT A MINIMUM 1/4" PER 1' SLOPE (U.O.N.) MUST BE PROVIDED TOWARD ROOF DRAINS & SCUPPERS. 28. WHOLE BUILDING AIR -LEAKAGE TESTING VIA BLOWER DOOR TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 WSEC. REFER TO "AIR BARRIER GENERAL NOTES" AND "ENERGY CODE NOTES" FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE OWNER SHALL ENGAGE A TESTING AGENCY TO PERFORM THE REQUIRED TESTING IN ACCORDANCE WITH 20'5 WSEC. TESTING SHALL BE IN COMPLIANCE WITH ASTM E-779 OR SIMILAR APPROVED TEST METHOD. 29. ANY DISCREPANCY NOTED BY THE CONTRACTOR MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. WHERE DISCREPANCY OCCURS BETWEEN VARIOUS CONTRACT DOCUMENTS, CONTRACTOR SHALL FOLLOW THE MOST STRINGENT REQUIREMENT FOR EACH CATEGORY. 30. CONTRACTOR SHALL SUPPLY AND INSTALL FLASHINGS AND COUNTER-FLASHINGS AT ALL TRANSITIONS AND JUNCTIONS PURSUANT TO THE REQUIREMENTS OF THE BUILDING CODE, INDUSTRY STANDARDS INCLUDING SMACNA, EVEN IF SUCH FLASHING IS NOT SPECIFICALLY CALLED OUT FOR IN A DETAIL PROVIDED FOR HEREIN. NOTES: 1. PLACE WINDOW ON 1/8" SHIMS TO PROVIDE DRAINAGE GAP BETWEEN WINDOW FRAME AND SILL PAN. 2. ATTACH WINDOW PER MANUFACTURES RECOMMENDATIONS AT SILL AND JAMBS. 3. APPLY APPROVED SEALANT BEHIND NAIL FLANGES AT HEAD AND JAMBS. STEP 11: INSTALL 4" WIDE MIN. BUTYL MEMBRANE OVER WRB & NAIL FLANGE STEP 6: INSTALL & CAULK WINDOW PER WINDOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0 0 0 0 o 0 o / 0 0 0 STEP 10: INSTALL WRB PER DETAIL NOTE: AT SILL WRB MUST BE INSTALLED BEHIND (UNDER) R.O. MEMBRANE. TAPE o/ WRB & PENETRATION WRAP CTCD O. IAICTAI I A" winC AAIAI SILL PAN NOTES: 1. ALL PANS AT MASONRY TO BE STAINLESS STEEL OR 24 GA GALV. PRE -FINISHED. 2. RESIDENTIAL WINDOW WALL SYSTEMS TO HAVE ALUMINUM PANS & FLASHINGS PER DETAILS TO MATCH WINDOW FRAME COLORS. 3. SEAL OR SOLDER JOINTS AT END- & BACK DAMS TO FORM A WATERTIGHT PAN ASSEMBLY. SEAL BACK TO END DAM TRANSITIONS. 4. COORDINATE BACK DAM HEIGHT WITH THRESHOLD AND/OR INTERIOR FINISHES PER ARCH. PLANS. 5. PROVIDE HEMMED EDGE AT ALL EXPOSED EDGES. WRAP & WRB NOTE: 1. FASTEN WINDOW/DOOR WRAP & WRB PER WP DETAILS PROVIDED HEREIN WITH STAINLESS STEEL STAPLES w/ 7/16" CROWNS. 2. WHERE STEEL STUD FRAMING OCCURS, USE APPROVED ADHESIVE TO PROPERLY ATTACH WINDOW/DOOR WRAP THERETO. 3. WHERE CONCRETE SURFACES OCCUR, USE VAPROSHIELD S.A.M. MEMBRANE FOR WINDOW/DOOR WRAPS AND WRB. 4. WRAP PENETRATION WRAP INSIDE R.O. AND TAPE TO MAINTAIN AIR -BARRIER SYSTEM. TYPICAL WINDOW WRAP SEQUENCE N.T.S. SHEATHING INSTALL & SEAL LIGHT FIXTURE WEATHER RESISTIVE BARRIER INSTALL PER VAPROSHIELD REQUIREMENTS FOR AIR -BARRIER PLASTIC CAPPED FASTENERS PER ABAA STANDARDS FOR MECHANICALLY ATTACHED AIR BARRIERS & VAPROSHIELD AIR -BARRIER REQMTS. TAPE OVERLAP w/ 4" WIDE BUTYL TAPE (APPROVED SEALANT MAYBE USED IN LIEU OF TAPE) SEAL WRB AT BOTTOM PLATE w/ BUTYL TAPE OR SEALANT AT ATTIC LEVEL, SEAL TOP PLATE; FOLD OVER TOP PLATE & SECURE w/ ROOFING NAILS WINDOW Le STEP 5a: INSTALL MEMBRANE AT HEAD OF ROUGH OPENING. NOTE: TUCK MEMBRANE UNDER HEAD. STEP 5b: APPLY BUTYL TAPE BUTTERFLY -STYLE OVER MEMBRANE & HEAD & JAMBS TO CREATE WEATHER -TIGHT CONDITION. 14" MIN 100' SLOPE FULLY SOLDERED OR BENT END -DAMS VHEAD 1/4" DRIP DEPTHw/ 1/8" HEM DECK -TO -WALL FLASHING WHERE OCCURS SILL PAN AT SLIDING GLASS DOOR • 0 � INSTALL & SEAL ELEC. OR JUNCTION BOX INSTALL & SEAL HOSE BIB INSTALL WINDOW UNIT WITH PROPER SEALANT AT FLANGES (WHERE OCCUR) OR AT TRANSITION BETWEEN FRAME AND ROUGH OPENING, AND PROPERLY INTEGRATE WITH WRB. INSTALL PER DETAILS THIS SHEET ■ STEP 4: INSTALL MEMBRANE AT JAMBS OF ROUGH OPENING. JILT U. IIVJIMLL METAL HEAD FLASHING WITH END DAMS. fl SILL PAN AT WINDOW ALTERNATE SILL FLASHING DETAIL: c' INSTALL PER MFR'S RECOMMENDATIONS `P 2" INSTALL PVC JAMB SILL GUARD SILL PAN Fy FLASHING W/ INTERIOR VERTICAL FLANGE.----,,., INSTALL PVC MOLDED CORNERS OVER SILL PAN. APPLY APPROVED SEALANT AT TRANSITIONS. STEP 1: INSTALL MEMBRANE AT SILL. UNDERLAYMENT CAN SLIP UP AND UNDER IT. STEP 2: INSTALL PRE -FORMED CORNERS, ATTACH AT BOTTOM JAMB & FACE. STEP 3: INSTALL SILL PAN WITH INTERIOR VERTICAL FLANGE. ATTACH AT JAMBS. APPLY NE OVER NNGE AT VLY. WRB NOTES: 1. INSIDE & OUTSIDE CORNER WRAP; APPLY ONE LAYER OF 36" WIDE BREATHABLE MEMBRANE FROM THE SAME MANUFACTURER AS THE WRB PER NOTE 13 PRIOR TO INSTALLATION OF FIELD WRB. 2. INSTALL WEATHER RESISTIVE BARRIER PER NOTE 13 IN WEATHERBOARD FASHION STARTING FROM THE BOTTOM OF THE WALL. ENSURE THAT THE EDGES OF THE LAYERS OF WRB ARE STAGGERED AT LEAST 6". 3. TAPE ALL JOINTS OF WRB WITH 3" WIDE BUTYL TAPE AS APPROVED TO CREATE A COMPLETE AIR -BARRIER SYSTEM. 4. WHERE CONCRETE SURFACES OCCUR, INSTALL VAPROSHIELD S.A.M. THROUGHOUT. 7C" IAIInC MDAn AT IAICInC " OVERLAP AT ILL HORIZONTAL DINTS " OVERLAP AT L VERTICAL INTS 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON N N O -p tll O�^N OtLOt � = rt N C U O • ~ .+ L ++ U 60 0d amc to J SON oEO��.-ON�L-_ J U N O rn O+L+ (n rt `1•;2 J a° n> 0 o E ° c o_° -0 of a 0> iu 0o , ai 3 a� o+� a` o_N o_� = o N c o `o ` ° 3" co a° 01a, o E� � °N�- Li n °v 0°� nd N Cn U w °TO (A �E -00 Q EoU o� c=c n� c O_ O ° 0 ) o o _To N o_c a°i',ZZt S2 a.) -E m 0 N F U c O_ L 3 0- c °~0 0 �O E of ° (n N �, U 6 1 N N O 0 o+c c o° °'-c-0 Cc, � o o i o 0 n U L - O N U O U Q_00-°° z `o a 3o E aac°� o a 0 N W coo 3•Z wa REVISIONS N0. DATE BY A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/18/2022 CAD FILE: A21-016 A5.3 JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: QA SET WATERPROOFING & AIR BARRIER NOTES & DETAILS ENVELOPE WATERPROOFING NOTES SCALE: NONE EXTERIOR AIR BARRIER SYSTEM N.T.S. RTA MAIM ■ ' 1 SCALE: NONE A503 Dimensions ProBuilder 42 Framing Guide � 3'. TRAVIS INDUSTRIES HOUSE OF FIRE 12521 HARBOUR REACH DRIVE MUKILTEO, WA 98275 5-158 18100012 lmm 4.1n• 77rnm O It"' 47.11W' v 1197mm 15.71W 404mm Installation InAudoa tho roqu rod 1r2- cloororoo to coch We and rotor of tho firoploco. Always refer to the Installation Manual for complete installation information. Minimum Framing Dimensions Clearances (a) Clearance to Side of Fireplace 1/2' (13mm). Do not place insulation in this space. (�" I NOTE: Drywall (or other combustible) may contact the first %' of the sides of the fireplace. (b) Clearance to Back of Fireplace 1/2' (13mm). Do not place insulation in this space. (c) When installed. walls in front of the fireplace must be a minimum 0' (Omm) to the side of the fireplace. 45-1A 1150mt Raised Fireplaces • The fireplace (and hearth, if desired) may be placed on a platform designed to support the fireplace and vent. • The base of the fireplace must be a minimum 60" below the room ceiling. elThe top of the control door (firebox opening) is approximately 8.314' (223mm) above the base of the fireplace. For a typical raised fireplace of 36" (915mm), place the fireplace on a platform 27.25' (693mm) tall. Minimum 10 (13mm) Clearance OThe fireplace enclosure must be a minimum 45-1/4" (1150mm) tall. Do not build into the fireplace enclosure. Corner Installations b Atypical 45' installation uses the framing dimensions shown in the illustration below (NOTE: all clearances still apply) (a) comer to wall (minimum) 53-1/2" 1359mm --------------- ------ -- ---- ---- lb) comer to center of Flue (typical) 20-3/4" 528mm / When venting in a corner application, one side of the pipe shield may De dine ted from the rop of the fireplace and bent at a 4S- angle. FIREBOX INSTLALLATION & CLEARANCES f N.T.S. A21-016 A6.1 Revised.dwg WINDOW TYPES: 6'-0" O S-0" 0 I S.G. O 3'-0" 6'-0" 0 I CC, � I 7� S.G. S.G. O O / " 3 -0 0 O A 05/04/22 NOTE: REFER TO SHEET A5.3 FOR WINDOW INSTALLATION DETAILS, AIR BARRIER. AND BUILDING ENVELOPE REQUIREMENTS. SEE ENERGY CODE NOTES SHEET A3.1 FOR MORE INFORMATION. HARDWARE SCHEDULE GENERAL NOTES: 1. ALL HARDWARE FINISHES PER OWNER'S SPECS. 2. EXTERIOR WEATHER STRIPS TO BE SURFACE MOUNTED ON JAMB WITH SCREWS. 3. REFER TO FLOOR PLAN FOR RH OR LH SWING. GENERAL NOTES PROVIDE SAFETY GLAZING PER IRC SECTION R308.4 AT HAZARDOUS LOCATIONS INCLUDING BUT NOT LIMITED TO: A. WITH 24" OF A DOOR B. WITHIN TUB AND SHOWER ENCLOSURES. C. WITHIN A FLIGHT OF STAIRS. D. WITHIN A LANDING (TOP OR BOTTOM) OF STAIRS. REFER TO SHEET AO.2, GENERAL IRC CODE NOTES, FOR INFORMATION REGARDING DOORS (EMERGENCY ESCAPE AND RESCUE OPENINGS) AND ADDITIONAL HAZARDOUS GLAZING LOCATIONS. EGRESS WINDOWS SHALL MEET REQUIREMENTS OF R310.2 ENERGY CODE NOTES WINDOW SCHEDULE TOTAL U VALUE SHGC TYPE WIDTH HEIGHT MATERIAL COLOR # WIN UA VT REMARKS (TGA) (SF) (MAX.) (MAX.) NOT USED A - WOOD/VIN FIXED B 61-011 51-211 WHITE 1 31.0 0.3 9.3 N/A _ YL WOOD/VIN FIXED C 61-011 31-611 WHITE 1 21.0 0.3 6.3 N/A _ YL NOT USED D 05/04/22 WOOD/VIN FIXED E 31-011 61-011 WHITE 2 36.0 0.3 10.8 N/A - YL WOOD/VIN FIXED F 31-011 61-011 WHITE 4 72.0 0.3 21.6 N/A - YL WOOD/VIN FIXED G 31-011 61-011 WHITE 2 36.0 0.3 10.8 N/A _ YL WOOD/VIN EXTERIOR RAILING WINDOW - UNHEATED H 31-011 21.011 YL WHITE 2 N/A N/A N/A N/A _ SPACE CODE: THIS ADDITION IS IN ACCORDANCE WITH THE 2015 WASHINGTON STATE ENERGY CODE (WSEC) REQUIREMENTS - PRESCRIPTIVE PATH REQUIREMENTS FOR CLIMATE ZONE 1 AND 2015 IRC VENTILATION CODE. MAX. GLAZING FACTORS: NOTES: VERTICAL GLAZING: U=0.30 OVERHEAD GLAZING: U=0.50 1. ALL GLAZING SHALL BE INSULATED TYPE. ALL FRAMES SHALL BE THERMALLY BROKEN 2. ALL GLAZING SHALL BE CLEAR GLASS. MIN. INSULATION LEVELS: ATTICS: R-49 12 196 VAULTED CEILINGS: R-38 ABOVE GRADE WALLS: R-21 AT INTERIOR: R-21 AT EXTERIOR: R-21 FLOORS o/ UNHEATED SPACE: R-30 SLAB -ON -GRADE (HEATED) FLOORS: R-10 PROVIDE 4 MIL POLY VAPOR BARRIER ON WARM SIDE OF WALLS. PROVIDE 6 MIL POLY VAPOR BARRIER AT WARM SIDE OF CEILINGS. WHOLE HOUSE FAN SHALL BE INTEGRATED WITH AUTOMATIC FRESH AIR DAMPER ON FORCED AIR UNIT. ALL HEATING DUCTS LOCATED IN UNHEATED AREAS ARE TO BE INSULATED TO MINIMUM R-8. DUCT SEAMS ARE TO BE SEALED AND FASTENED WITH A MINIMUM OF FASTENERS. NON -RECIRCULATING HOT & COLD WATER PIPES LOCATED IN UNCONDITIONED AREAS SHALL BE INSULATED TO MINIMUM R-3. LOU a o 43 Moe z c1 z ILD 0 L N 0 tN •L Q 12880 REGISTERED ARCHIT CT Joshua Cory Peterson STATE OF WASHINGTON L U N OWN 0-C-C-C 0-C a)CCE �oa0i °E0TN Not �NO� J a- O U Twt O OL++ C J 0-N `° d°j 0 0 0 C a0a a)E -o, 1c)> o�,0 a� 3 a� ot� a� nN °-_C c o av c c 0 ° 3_0 0 °)at o O U C y•- C OL E0a° nE5°C>3�� o-0 (n V °at TO O ° _Otn�N Q aci' E Tu o at n" u' at_ a) _ CCC U N od+ I- a°-Cal°r m o' > N C U T Z L N N C O ON O) 0 O C X •'L 7 0 c N L>�> N E° axiU 3.... h 0 O N +�. N J 4) ,� O O U N ++ O D 0 D 0- C ry, 0 V1°U'0E,-OE4)1Z `m in ,- 0) J 01 r 1 1 O C C C �, 0 fn M L C M T 0)C C a° OS 2'O 7 C- ° ° O 0 0 •N N N O 4) O'L' N° 7 7 OU 7 U < -0- Oat � 30 E react ° n w U Z W 0 W 0� J W o N J_ 0 oo > pLLJ o� �(D 0 I I' I W y V Z I..L O U 0w REVISIONS NO. DATE BY A 05/04/22 CITY A A A A ISSUE DATES DESIGN APPROVAL: 01 /27/2022 PERMIT SUBMITTAL: 03/18/22 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24106" SCALE: AS NOTED PLOT DATE: 5 CAD FILE: Revised JOB NUMBER: A20-016 CHECKED: JCP DRAWN: JCP STATUS: PERMIT RESUBMITTAL WINDOW SCHEDULE & ENERGY CODE NOTES A601 (] N ree'a°�.";� Nar<'�a„Ipe¢„^¢rall,a�rt.aen.aw.¢,.,ap..n¢.arA C.aB��e¢ nabrlm,.¢..nnr.pcxl¢w¢abr.^ n«sype`a.¢n.rdma.l.rc.nd.pm.rcla:.np.dea.l.g appre, ¢wrx p�g�p�ano¢,,.¢e.w^¢nlamlmmemn,lmrc¢¢.a.d,c..meetlmam.,a v x V nw��re�e ne�glrgB6ce mmawmpem mwnem,em.em amwnae remcemwred e^^e^^^^• epolwxw n:cnnqun v x ol�`ap�fiea cein�rgarem�ewreaM rcJnlvun Pwlcelc Y N IPoGwnI"Irodmn�""ce`a¢pkm� ,ro ulanrororcsn¢IAn9 ¢Ynem C.ntlnwu¢ Y N w'^aP°nlnrs dwweglrwg anE mnlrg in xcwmrcem �cnan t]o52n�wwde Pic swim 5acwn,]b6.z a� eenN.I andl beenAwea byxa Owrar«roe oxner'a ABe^L ena me scece9i aped wxal enww eniy �erup'nm�efee augemcr,`�o ue epprwel o�uccB iangd z.,na ndmsp: I�il`,��a mlar�.- ¢.bmin.a a¢a xpararea.¢.m.m x..,x w abou.. appre.ea l�e.°wcbm°". a¢ �.��n.nlwa]o.,z., an.., rwdnawnen rrc rabaw,.,l¢ mreereaua,«w.nweumian balm ��`,e=w�ba<�n"ree'�ce�ai" aemapeanaaa. venaaa wn.a awr"re"e`=1 Axi1Rwer'iPOAlso°Ze']'vw¢ b.P may o. P.n.m,eawmnradl¢a,« xeagrxeq]ryM. xnrexlx.Acnvrm exrexr m (A� L.dA ea,a c'o eiirrn'aa,«arcs: r N ler w'eeo�ally�":�a°.°a"i°wbmmal¢ F.n.am irrfo�h2EYlNinee[5 cAm 42s318-iDsz lO) v N Ic)'�"'loauailynvu`�ap1a,^w^¢wcnon Y ry xaeurerea made pgm.�a Aerem na Y g.Vairy qa ,L v N ^mil Flw aim vi:^al srabm Irtex Nsxdxx�cenadmeanA gmure. adxerea aeamlc ewea.w, Peno,m cmunuw¢ 42S31 S-W31 j0l x Vw�ry wmPn'e w,m aPwoeetl wbmlpal¢y B Veiny prcwpan¢ d¢Ikmlvee m«br, grwn a.tl prenn¢pnq Arwd,weeMea Maene Y N a. Veiny ena.rype.vm¢Izemrpnkrwmenrana ancror md. arA pre¢eee¢Irq terwon¢aM verty ce` Y N B. valyd.xm',�rem.rea;aam,«^rcmarc a^a preeea.amA,eaa.^. am amn«agea Perlmlc Y N ]. 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Verlypmpemz dmlmw mwar.raaC mawny (mbrua ren5W0 BFa A4C me¢wy) Y N oveay anm vm,l¢9 Fnua daeucwrdce aanulNngnea once Y N veiny n«e «ce¢Iq�ee�mel«enaal Am9d, nuneer ollalnme�lml'e�s, eMmn¢patlngmlaeetneen l�enaenersam eecn uw¢ Perlmlc Perlmlc Y N kedi«g vemybmgaaryanapermenenr nwe,nwxag are immllea inacc«asce wmme eppreveam,u ¢uemmel Ncxye Pwmc CHATILA n¢�ro ¢nexwwanlm¢naa eneroe¢d. d.ae¢IgBesgv my. ex.dro¢.nedeexeaardapma n..n npam.mx.l. d'¢. "ro mbl...a^¢nl...alL�..a.artpx¢.m.ma p.dl.d REMODEL da mll fill.�..,aA,aa.a ..mre ,I,.n a. repre rtaa , 821 PUGET DR, Y N pwl.lyn.mein¢.p¢acm,eaaxlmelrep¢¢x«¢.¢ad.rml�.aByx,.,esn,.aa.¢a^ .a l°re¢ pd. xrg. seaeaa Q. I^asamaaae,wwaaaa„adaaaoamerea EDMONDS, WA 98020 v N z,O°¢ary gecelmem oac�sFa�aapl��moess �o�e�i�meememaame,e�ssbe e¢Ix d.).lerelns, emeeamenl m,o bebocx lxappli.anl.)entl etleyuare antla� zrlre nreb v N a.Pabrm aaaw«a P lino ercrewin acmmercemin,ne wmwm«acumerm Y N Waxy ids, menai eem.tnel aedn, noel inmadmn m w'nawce ewanuwa In az«aenawM cwa,ruc,m mwmerm Cmnnuw¢ v N ala gubngaperamin¢d`p`ex`menadme mel remm�mg mrem ^ mnabreeneai asynan"re c A inner y pme^mw n sine v N u�a%mg¢`u�r.°ilme�,m¢«in m'a�x`i,`,lel"re¢.wnlrt ¢y¢)¢mw�m�ama ° A e .Ba, re p^^•^w Pexwlc p.nml¢ DRAWING INFO mam.waaro,re.,.,, garm.� nlre..... .. ISSUE DATE 03-16.22 ISSUED FOR PERMIT v N s. w.n ae a Y N Pexmw I^a«.�wrc. w,m Alsc,., PROJECT NO 22011 x.p.dl.°¢ror B.I¢ml. an.xrce w a.w.raml.r..lmarc,re.^..w.m.rq�m1 v N en le'ye�op m„:inn°de`momx".I¢`i:mviW`,�unmgmwn.m.mmm- ^A c a dn., aA pwe^m w� a aen.aw ENGINEER BB REVISION SCHEDULE ro�rea rery v N o,mea sepuam ea im sole oxadscme�rme xe�adccxirapona,l¢vn,mngx p•^colt NO. 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