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GENERAL CONDITIONS PROJECT INFORMATION VICINITY MAP SHEET LIST
• CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN REFER TO SPECIFICATIONS FOR ACCESS DOORS AND DO NOT SCALE DRAWINGS. DIMENSIONS, IN THIS PROJECT IS A SMALL ALTERATION OF SOME SPACES WITHIN AN EXISTING SINGLE- GENERAL
FEILD AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT GENERAL, ARE: �"' i _� .:- • r
FAMILY HOME TO ADD A SMALL, UNHEATED STORAGE AREA IN THE EXISTING GARAGE, . 1• G0.00 COVERSHEET
AS REPRESENTED ON DRAWINGS LOCATIONS FOR ACCESS REQUIRED BY THEIR WORK. A. AT INTERIOR WALLS CENTER OF STUD TO �� ti.. ^ ' .�! • �- • C
ADDING A POCKET DOOR INTO THE KITCHEN FROM THE ADJACENT FAMILY ROOM, �•'��'' .i1 G1.00 IRC DATA
• OWNER, ARCHITECT, AND CONTRACTOR TO HAVE ACCESS MUST BE PROVIDED FOR ALL CONCEALED CENTER OF STUD. .,-,6�, • - -
MOVE ANON -LOAD BEARING WALL ON THE MAIN FLOOR, AS WELL AS REPLACING 2 �• !► �•�� 1 ,�� `r a'
REPRESENTATION AT ALL PRE -CONSTRUCTION VALVES, DAMPER CONTROLS AND FIRE DAMPER B. AT CONCRETE WALLS TO THE FACE OF I •? 7'� t•'= �� ; "-r,
�2. 'r ..n.: 1 ARCHITECTURE w
SMALLER WINDOWS WITH A LARGE WINDOW ON THE UPPER LEVEL. ��•�
MEETINGS LINKAGE. OBTAIN ARCHITECT'S APPROVAL IN LOCATING CONCRETE. _` -`;E� Y',y ; i- e _ j� • s-� - A2.00 NOTES
44
• GENERAL CONTRACTOR TO ORGANIZE SUB- ACCESS DOORS. C. AT MASONRY WALLS TO THE FACE OF THIS WORK IS IN ADDITION TO MATERIAL UPGRADES TO VARIOUS PORTIONS OF THE :_,� A2.10 FIRST FLOOR PLAN Z
A6.00 SECTION & DETAILS
CONTRACTOR COORDINATION MEETING WITH ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS MASONRY (NOMINAL). HOUSE, AND MAY ACCOMPANY PLUMBING, ELECTRICAL, OR MECHANICAL PERMITS. ��'�`.►•-' `!•;T' �' r ' • �''.
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ARCHITECT PRIOR TO SUB'S WORK ON SITE COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM D. AT EXISTING FINISHES TO THE FACE OF
• ALL PARTIES OWNER, ARCHITECT, CONTRACTOR TO MATERIALS; HOWEVER, IT SHALL BE BINDING TO THE FINISH. THESE ARE DEFERRED FOR THIS PERMIT. EDMONDS
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BE INCLUDED IN COMMUNICATION DURING EXTENT OF THE MATERIAL IT DOES SPECIFY. THE E. COLUMNS TO COLUMN CENTERLINE OR HEIGHTS _. , _ ,. z
THE NEW STORAGE ROOM IS UNHEATED NOT REQUIRING ENERGY CODE COMPLIANCE. K-12 ` ;'' "" ••' •; �rWWO ¢zm
CONSTRUCTION CONTRACTOR SHALL CHECK THE SCHEDULE WITH THE COLUMN CENTERLINE TO FACE OF STUD. __; '^ ►'•�- '�: ";r` ' �o��� o&� pg Wy2NNjOW2
THERE IS NO CHANGE TO THE EXISTING THERMAL ENVELOPE.ASIDE FROM THE °wWWO .wr Kw�a��mao�no°
• MAINTAIN FIRE RESISTANCE AND SOUND CONTROL SPECIFICATIONS AND DRAWINGS OF ALL DISCIPLINES F. EXTERIOR WALLS ARE FACE OF STUD TO L r _�°��o�wwr=" m¢m
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ENLARGED WINDOW. 1 :yh�. rfrA}.•.le,.:•iw �.�. x�z¢¢u�wixwrw��LLwo°zro
VALUES AT ALL PERIMETER EDGES OF WALLS IN FOR OTHER MATERIALS NOT COVERED BY THE FACE OF STUD FOR WOOD/METAL 1%'' • ;r�,t'„; ~, `'�+ o��°�°az�LL6,0, =w=awo
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CONTACT WITH FLOORS, COLUMNS, BEAMS, ETC. SCHEDULE. CONSTRUCTION , .-1 . >¢¢°rmrw Ow°arp,N�r 70x�
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• ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR- ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE ALL DOORS NOT LOCATED BY DIMENSIONS ON •%,r, ' `�, ` - •' D wr=Wr¢°>-° _ 0
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CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, FOR CONSTRUCTION PURPOSES ONLY. PLANS OR DETAILS SHALL BE FOUR AND A HALF +�" i�!` .. .I I 1 ,'�.. , =����a��s¢�'om ��5w<�<
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WALLS, CRAWL SPACES OR ATTICS SHALL HAVE A • CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO INCHES(4 1/2") FROM THE FACE OF INTERSECTING ' K-8 SCHOOL i �'� 11 . r •«. omrwax°kJ>r�rxFr oFm
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FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SECURE ANY FIXTURE OR EQUIPMENT TO STRUCTURE WALL TO EDGE OF DOOR OPENING. s s• -, d' '-I ��w 't ,��:.� `aa`3°�LL��`�°w• awe °¢w�
SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN AND PROVIDE BACKING FOR EQUIPMENT AND DOOR IDENTIFICATION NUMBER:ott
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ACCORDANCE WITH ASTM E 84 OR UL 723 ACCESSORY SUPPORT FOR THE FOLLOWING: SHELVING, A. EXISTING DOORS ARE NUMBEREDkir!
• ALL CONSTRUCTION TO BE PLUMB, LEVEL AND LAVATORIES, CABINETS AND CASEWORK, TOILET SEPARATELY AND ARE DESIGNATED BY "E."
SQUARE ACCESSORIES, CLOSET ACCESSORIES, STAIR & DRAWINGS ARE FOR VISUAL COMMUNICATION ;'� �l. " ...�-.r-����.t'L �- -� `'
• SEE STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL, AHNDRAILS, GARMENT HOOKS, BRAB BARS, ONLY. WRITTEN DIMENSIONS GOVERN. DO NOT }``�3�t
AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES PICTURES/ARTWORK, HEADBOARDS, DOOR AND FINISH SCALE DRAWINGS. FOR CONFIRMATION ON
AND SYMBOLS. WARDWARE AND ANY OTHER WALL AND CEILING DIMENSIONS CONTACT THE ARCHITECT.
• EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MOUNTED ITEMS. BUILDING SHALL BE AIR -BARRIER TESTED IN 22ND ST SW
MECHANICAL AND ELECTRICAL DRAWINGS FOR THE CARPENTRY CONTRACTOR SHALL BUILD IN ALL ACCORDANCE WITH ASTM E779 OR APPROVED �V: s ''" `� E
PARCEL #: 00463302800401 ►t ION. . r �'-:• •�; a r'�- I _ ,.
CUTTING AND PATCHING WORK BEYOND THE LIMITS ROUGH BUCKS FOR GRILLES, REGISTERS, ETC. WHERE EQUIVALENT. LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS BLK 028 D-01 - + , ' - "�;? '� ��°� -' ,^ to
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OF THE PROJECT SHOWN ON THE ARCHITECTURAL REQUIRED. DURING THE COURSE OF WORKING, IF ARTIFACTS S 108FT OF LOT 4 TGW FDT E 20FT OF LOT4 a l r j11116.c`' I? 1 J N
DRAWINGS. ALL PIPING, CONDUIT, DUCTS, ETC. SHALL BE FURRED -IN OR HUMAN REMAINS ARE DISCOVERED ON SITE, EXC S 108FT THOF SITE + W F- C
• EACH CONTRACTOR SHALL CONSULT PLANS OF ALL AT ALL FINISHED ROOMS. ALL WORK MUST STOP AND JURISDICTION MUST c _ O
TRADES FOR ALL OPENINGS FOR DUCTS, PIPES, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY BE CONTACTED. SECTION TOWNSHIP RANGE: SW-31-27-04 .... r -
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CONDUIT, CABINETS AND EQUIPMENT AND SHALL SHALL HAVE A PRESERVATIVE TREATMENT. THE CONTRACTOR SHALL FURNISH ALL LABOR JURISDICTION: CITY OF EDMONDS �� -f 'W
VERIFY SIZE AND LOCATION. PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS AND MATERIALS NECESSARY FOR COMPLETE ZONING: RS-8 - SINGLE FAMILY 8,000 SF LOTS ��, ti' '� w • �� — p C
• EACH CONTRACTOR SHALL VERIFY ALL ROUGH -IN OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS INSTALLATION OF ALL WORK. EACH CONTRACTOR w _ �f+lY ` ti •,
DIMENSIONS FOR EQUIPMENT FURNISHED AND AND CLEARANCES. SHALL RESPECT THE WORK OF OTHER A _r- "t,3}, r►. •,� •rn. ~ 1;, �j '�'�`�^� N Z_
OCCUPANCY CLASS: SINGLE FAMILY - DETACHED 1 • . r , !If Q
INSTALLED BY HIMSELF OR OTHERS. PROVIDE BLOCKING/BACKING FOR WALL HUNG CABINETS, CONTRACTORS AND SHALL BE RESPONSIBLE FOR 1'� r r�` ' �' KING COUNTY • " ! W -.1
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TYPE of CONSTRUCTION: WOOD FRAMED j•+ �"• err
• ALL CONTRACTOR FURNISHED ITEMS SHALL BE FIXTURES OR EQUIPMENT. AND LIABLE FOR REPAIR AND/OR REPLACE ANY �r , • LL p
SUPPLIED WITH REQUIRED MECHANICAL AND ALL SURFACE ATTACHED LADDERS USED ONLY TO DAMAGE CAUSED BY HIS/HER WORK SPRINKLERED: NO �,
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ELECTRICAL SERVICES TO PROVIDE OPERATION OF ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A. QUALITY: WORKMANSHIP SHALL BE OF SITE AREA SF/ acre: 16,120 SQ. FT. (0.37 �►• CITY OF SHORELINE TF `� rffi`�; F
ACRE) r ..
ITEMS FURNISHED. REGULATIONS. STANDARDS OF TRADES INVOLVED IN THE
• ALL RECESSED ELECTRICAL PANELS AND CABINETS WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED CONSTRUCTION INDUSTRY AND MATERIALS USED •- ¢=
BUILDING FOOTPRINT SF: 1,474 SF
AND OTHER RECESSED CABINETS SHALL BE BACKED AS A RESULT OF PERFORMANCE OF NEW WORK, THE AND PROVIDED OF THE BEST QUALTIY THE
GROSS BUILDING AREA SF: 2,497 SF ., ,-}r •'•
WITH GYPSUM WALL BOARD TO MAINTAIN THE FIRE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH MARKET AFFORDS. ALL INSTALLATIONS AND91
RESISTIVE RATING OF THE PARTITION IN WHICH THE ADJOINING SURFACES. REPAIRED FINISHES SHALL BE APPLICATION SHALL CONFORM TO "
PROJECT VALUATION: 70 sq x $64.19 = $4,500 ,
• UNIT IS INSTALLED. EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH MANUFACTURERS SPECIFICATION & WARRANTY ICC BVD MISCELLANEOUS USED +- };`- �• -
REMOVE EXISTING FLOORING WHERE NEW FLOORING AS CORNERS, CEILING LINES, TOP OF BASE, ETC. REQUIREMENTS SPECIAL INSPECTIONS
IS SCHEDULED. WHERE ITEMS ARE NOTED TO BE REMOVED, IT SHALL
MEAN THE COMPLETE REMOVAL OF THE WORK SEE SITE PLAN FOR ZONING CODE SUMMARY IMAGE COURTESY OF: PDS MAP PORTAL DATE: 7/23/24
INDICATED AND THE ASSOCIATED PATCHING AND C
REPAIRING TO MATCH ADJOINING WORK SPECIAL INSPECTIONS MAY BE REQUIRED FOR ANY CATEGORY OF n'
WORK IN ACCORDANCE WITH IRC SECTION R109.2. G W .�
REFERENCE SITE PLAN PROJECT TEAM L
SPECIAL INSPECTIONS MAY BE REQUIRED BY THE AUTHORITY
HAVING JURISDICTION FOR ANY SPECIAL CASES DETERMINED BY
THE BUILDING OFFICIAL 40
ARCHITECT OWNER U
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ARETE ARCHITECTURE JOEL9104 & 242ND
STEPHANIE REAM L
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BOTHELL, WA 98021 EDMONDS, WA 98026 1 I 'W
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t 7t c MIKE GARRETT Jeream56@aol.com IN > i
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APPROVED ALL WORK SUBJECT ,y' '` SHORELINE, WA98155 N
MARIA WILS LC
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CODE COMPLIANCE - M
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WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT ; City
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DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.
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Address 9104 242ND ST SW t CM
PERMIT FROM ~.• 2021 INTERNATIONAL FUEL GAS CODE, 2021 INTERNATIONAL MECHANICAL D2020 LIQUEF EDE (INCLUDESHE
■ �_ ,� T c PETROLEUM GAS CODE (NFPA 58), AND 2021 NATIONAL FUEL
STATE LABOR & Owner . REAM LID
GAS CODE (NFPA 54) AS IT APPLIES TO LP GAS LID
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........ -. • . INSTALLATIONS � PROJ. NO:
• INDUSTRIES ���������������...........----------------- 2021 WILDLAND-URBAN INTERFACE CODE
' "� -� , - 2021 UNIFORM PLUMBING CODE 24016
Approved Date 08/02/2024 ,�. �, _ N
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IMAGE COURTESY OF: PDS MAP PORTAL DATE: 7/23/24 1-800-424-5555 z PROJ. ISS. DATE: Issue Date
Permit Number ----- BLD2024-09660 SCALE: 114"=1'
.. DEFERRED SUBMITTALS RECEIVED
Jul 24 2024 COVERSHEET
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1.0 GENERAL REQUIREMENTS
A. DRAWINGS: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTOR
SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY UNFORSEEN CONSTRUCTION
DIFFICULTIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL
EXISTING UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS & ARE
SHOWN FOR CONVINIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY
LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR ANY MAJOR DISTURBANCE TO
EXISTING UTILITIES. (SEE STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL & ELECTRICAL DRAWINGS FOR
ADDITIONAL NOTES, SYMBOLS AND DETAILS)
B. PRE -CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE
CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING W/THE LOCAL BUILDING DEPT. AND/OR
LOCAL PUBLIC WORKS DEPT. TO VERIFY WHICH AGENCY WOULD BE INVOLVED. DURING THIS MEETING THE
CONTRACTOR WILL PROVIDE THE LOCAL INSPECTORS WITH A PROPOSED CONSTRUCTION SCHEDULE. THE
CONTRACTOR & INSPECTOR WILL TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS.
C. ABBREVIATIONS: THROUGHOUT THE PLANS THERE ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ABBREVIATIONS OR PARTIAL CODE SECTIONS
NOTED ON THIS PLAN & PLAN REVIEW LIST ARE INTENDED TO INDICATE THE NATURE OF THE PLAN
DEFICIENCY OR GIVE ADDITIONAL INFORMATION. THE FULL TEXT OF THE CODE, AS INDICATED BY THE CODE
SECTION REFERENCE, ALWAYS APPLIES.
D. REPETITVE: TYPICAL WALL SECTIONS, FINISHES & DETAILS ARE NOT INDICATED EVERYWHERE AS THEY
OCCUR ON PLANS, ELEVATIONS & SECTIONS; REFER TO DETAILED DRAWINGS; CONTRACTOR TO PROVIDE AS
IF DRAWN & INDICATED IN FULL EVERYWHERE.
E. CODES/ PERMITS/ REGULATIONS: WORK NOT PART OF THE WORK OF THE BUILDING WORK PERMIT AND TO
BE PERFORMED UNDER SEPARATE PERMIT INCLUDES, BUT NOT LIMITED TO: MECHANICAL & ELECTRICAL.
CONTRACTOR SHALL OBTAIN & PAY FOR ALL PERMITS NECESSARY, OTHER THAN THE BUILDING PERMIT.
THEY SHALL ALSO PAY FOR ALL THE FEES OR COSTS CHARGED BY THE BUILDING & CONSTRUCTION
DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR, OR PRIOR
TO INSTALLATIONS. NOTHING IN THE DRAWINGS SHALL BE CONSTRUDED TO PERMIT AN INSTALLATION IN
VIOLATION OF ANY APPLICABLE CODES AND/OR RESTRICTION. THE WORK TO BE PERFORMED UNDER THIS
CONTRACT SHALL BE IN FULL ACCORDANCE W/THE LATEST RULES, REGULATIONS, RESTRICTIONS,
REQUIREMENTS & CODES. ALL WORK AS SHOWN ON THE CONTRUCTION DOCUMENTS IS PER THE IRC, AND
ITS AMENDMENTS PER THE STATE OF WASHINGTON AND THE AUTHORITY HAVING JURISDICTION THIS
PROJECT FALLS UNDER. ITS THE INTENT OF THESE DOCUMENTS TO COMPLY IN FULLY, AND ANY WORK
PERFORMED IN VIOLATION TO THE IRC, LOCAL CODES OR ORDINANCES SHALL BE CORRECTED AT NO
EXPENSE TO THE OWNER.
F. CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARS OF INSTALLATION OR THE
MATERIALS SPECIFIED DON'T EQUAL OR EXCEED THE REQUIREMENTS OF THE LAW OR ORDINANCES, THE
LAWS OR ORDINACES SHALL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS.
G. SHOP DRAWINGS: PROVIDE SHOPS DRAWINGS FOR THE ARCHITECT'S APPROVAL AND AS REQUIRED BY THE
CITY WITH JURISDICTION PRIOR TO CONSTRUCTION.
H. SPECIAL INSPECTIONS: OWNER TO NOMINATE A TESTING LAB FOR SPECIAL INSPECTIONS AS REQUIRED BY
THE CITY WITH JURISDICTION OVER THE PROJECT. INCLUDING THE FOLLOWING;
a. A SPECIAL INSPECTOR SHALL BE PROVIDED DURING THE TAKING OF TEST SPECIMENS & THE PLACING OF
ALL REINFORCED CONRETE WITH A COMPRESSIVE STRENGTH SPECIFIED IN THE STRUCTURAL PORTION
OF THESE DRAWINGS OF 3000psi AND GREATER. INCLUDING THE PLACING OF REINFORCED STEEL.
b. A SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO THE TO
SATISFACTION OF THE BUILDING OFFICIAL FOR THE PARTICULAR OPERATION. ALL INSPECTION REPORTS
SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PROJECT NAME AND ADDRESS. (IRC
R109.2)
I. CHANGE ORDERS: ALL CONSTRUCTION ADDENDA, CHANGE ORDERS, OR DESIGN CLARIFICATIONS MUST BE
SUBMITTED TO THE BUILDING DEPT. OFFICE STAFF FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION IN
THE FIELD. THE FIELD INSPECTOR WILL NOT APPROVE CHANGES TO THIS APPROVED PLAN &
SPECIFICATIONS.
J. CONDITIONS ON CONSTRUCTION ACIVITY: THE CONTRACTOR AND/OR RESPONSIBLE PARTY(S) SHALL LIMIT
THE WORKING HOURS OF ANY CONSTRUCTION ACITVITY NOT CONDUCTED ENTIRELY WITHIN AN ENCLOSED
STRUCTURE TO NON -HOLIDAYS, AND WEEKDAYS WITH WORKING TIMES ALLOWED BY THE AUTORITY HAVING
JURISDICTION OVER THE PROJECT.
K. DIMENSIONS: SURVEY DIMENSIONS OF SITE CONDITIONS ARE BY OTHERS. ARCHITECT BEARS NO
RESPONSIBILITY FOR ACCURACY OF SAME. DIMENSIONS IN GENERAL ARE SHOWN PER THE GENERAL NOTES
ON THE COVERSHEET
2.0 SITEWORK
A. HAZARDOUS MATERIAL: DISCOVERY OF ANY HAZARDOUS MATERIAL (ASBESTOS, CHEMICAL PESTICIDES, etc.)
SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS,
REMOVALS, DISPOSAL & CERTIFICATION AS REQUIRED BY LAW. (OWNER TO ADVICE OF KNOWN EXISTENCE)
B. LANDSCAPE: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS & APPROVALS, EXCEPT BUILDING
PERMIT.
C. SOIL CONDITIONS: THE ARCHITECT ASSUME NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTER OF THE
SOIL, NOR ACCURACY OF ENGINEERING DATA SUPPLIED OR INDICATED ON THE SOIL REPORTS
D. PERMITS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITH THE
GOVERNING AGENCY WHERE REQUIRED FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO
CONSTRUCTION.
a. REMOVE ALL SURPLUS FILL MATERIAL FROM THE SITE & LEGALLY DISPOSE OF THE DEBRIS.
E. SETBACKS: ALL SETBACKS TO BE CLEARLY MARKET ON SITE AND VERIFIED BY THE BUILDING INSPECTOR
BEFORE THE POURING OF ANY CONCRETE.
F. SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES ON THE
ENTIRE SITE, YARDS AND PASSAGEWAYS.IF SHORING IS REQUIRED; PROVIDE AUTO BARRIERS & PEDESTRIAN
PROTECTION TO ENSURE SAFETY & FALL PROTECTION RELATED TO THE EXCAVATION. COORDINATE
NECESSARY PERMITS AND PRECONSTRUCTION MEETINGS WITH THE CITY DEPARTMENTS WITH JURISDICTION
OVER THE PROJECT.
G. SIGNAGE: THE CONTRACTOR IS TO INSTALL ADDRESS NUMBERS A MIN OF 4" IN HEIGHT IN ACCORDANCE
WITH THE IRC, COORDINATE WITH CITY OFFICIAL PRIOR TO REQUESTING FINAL INSPECTION.
3.0 CONCRETE
A. CHAMPFER EXTERNAL CORNERS ON EXPOSED EXTERIOR CONCRETE, 3/411, EXCEPT WHERE FLUSH WALLS
ARE DETAILED TO ABUT & WHERE SURFACES ARE INDICATED TO BE OTHERWISE FINISHED.
B. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP -PROOFED ON THE
OUTSIDE BY APPROVED METHODS AND MATERIALS.
C. FOUNDATION ELEVATION HEIGHT TO BE SUFFICIENT TO ALLOW ADEQUATE SLOPE FOR DRAINAGE AWAY
FROM THE FOUNDATION/BUILDING.
D. RECESS CONCRETE WHERE BRICK, TILE, STONE VENEER, etc. IS SHOWN SO THAT THE FINISH SURFACES
ALIGN.
E. ALL CONRETE FLOOR LEFT EXPOSED SHALL HAVE HARD -TROWELED OR BROOM FINISH(NON-SLIP) U.N.O.
F. ALL EXTERIOR FLAT WORK, DECKS, DRIVES, ENTRIES, SIDEWALKS, WALKWAYS, TRASH -ROOMS, PORTE-
COCHERE, COURTYARDS AND PATIOS SHALL SLOPE AWAY FROM THE BUILDING & INTO DRAINS. THE TOP
SURFACES OF THESE AREAS ARE TO BE BELOW THE ADJACENT INTERIOR FLOOR LEVEL AND SLOPE AWAY
FROM THE BUILDING.
G. ARCHITECTURE REVEALS & RUSTIATIONS IN THE EXTERIOR CONCRETE WALLS SHALL BE 2"MIN. IN HEIGHT
AND 1"MIN. DEPTH UNLESS DETAILED OTHERWISE.
H. EXPOSED EXTERIOR CONCRETE WALLS SHALL HAVE A SMOOTH, ARCHITECTURAL SURFACE & BE COVERED
WITH SAND TEXTURED, TROWELED -ON ACRYLIC FINISH, (COLOR BY ARCHITECT/OWNER)
I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, EXCEPT WHERE VERTICAL
CONCRETE (FOUNDATIONS AND WALLS) ARE EXPOSED TO THE WEATHER, AND WHERE PORCHES, CARPORT
SLABS AND STAIRS ARE EXPOSED TO THE WEATHER. CONCRETE USED IN THESE LOCATIONS SHALL BE 3,000
PSI (R402.2)
a. GARAGE FLOOR SLABS SHALL BE 3,000 PSI (R402.2)
J. MONOLITHIC SLABS -ON -GRADE WITH TURN -DOWN FOOTINGS SHALL HAVE NO FEWER THAN (1) #4 BAR AT
THE TOP AND BOTTOM OF THE FOOTING
K. SLABS -ON -GRADE THAT ARE NOT CAST MONOLITHICALLY WITH THE FOOTING SHALL HAVE #3 OR LARGER
DOWELS WITH STANDARD HOOKS ON EACH END INSTALLED AT NO MORE THAN 4' ON CENTER
4.0 METALS
A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR MATERIALS.
B. COLD -FORMED STEEL WALL FRAMING SHALL BE IN ACCORDANCE WITH IRC R603
C. PROVIDE COLD -FORMED STEEL FRAMING, STRAPPING, OR BLOCKING REQUIRED FOR INSTALLATION &
ATTACHMENT OF WORK OF ALL OTHER TRADES.
D. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED
E. ALL MTL. STUD PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE (U.N.O. IN DRAWINGS) WHERE
THEY CAN'T DO SO, DUE TO INTERFERANCES W/DUCTS, PIPING..ect. PROVIDE BRACING TO STRUCTURE
ABOVE TO PROVIDE EQUIVLENT SUPPORT TO WALL/PARTITION.
F. CONTRACTOR SHALL PRIME & PAINT THE INTENDED PAINTABLE METAL STACKS, BEAMS/POST CONNECTIONS,
VENTS, GRILLS OR LOUVERS WHICH PROJECT THROUGH WALLS OR ROOF AND IN VIEW. (COLOR BY
ARCHITECT)
G. ALL STRUCTURAL METAL AND BEAM SEATS SHALL BE NON -CORROSIVE FINISHED AFTER FABRICATION.
H. DECK RAILS, STAIR RAILS AND GUARDRAILS SHALL BE POWDER -COATED. CANOPY STRUCTURES SHALL BE
HOT -DIPPED GALVANIZED AND PAINTED
A. ALL WOOD IN CONTACT W/CONRETE TO BE PRESSURE TREATED PER (IRC R317.1). USE SILL -SEAL UNDER
EXTERIOR SOLE PLATES. WOOD STRUCTURAL PANELS SHALL BE IN ACCORDANCE WITH IRC R602.1.8.
B. WOOD MEMBERS TO BE FASTENED PER TABLE R602.3(1) OR R602.3(2)
C. ALL RECESSED ELECTRICAL PANELS, CABINETS AND OTHER RECESSED CABINETRY SHALL BE BACKED WITH
GYPSUM WALL BOARD TO MAINTAIN THE FIRE RESISTIVE RATING OF THE WALL/PARTITION IN WHICH THE UNIT
IS BEING INSTALLED
D. THE CONTRACTOR SHALL BUILD IN ALL ROUGH BUCKS FOR GRILLS, REGISTERS.etc. WHERE REQUIRED.
E. PROVIDE BLOCKING/BACKING FOR ALL WALL HUNG CABINETS, FIXTURES, HARDWARE AND EQUIPMENT.
F. PROVIDE SOFFITS AS NECESSARY TO CONCEAL EQUIPMENT AND DUCTS, ESPECIALLY AS NECESSARY FOR
VENTING/HVAC.
6.0 THERMAL/MOISTURE PROTECTION
A. ALL OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED. INCLUDES MECHANICAL EQUIPMENT
ACCESS HATCHES & ALL EXTERIOR PENETRATIONS. MAINTAIN INSTALLED R-VALUE & SECURE INSULATION.
B. CAULK, SEAL, GASKET OR WEATHER-STRIP AT ALL OPENINGS BETWEEN HEATED & UNHEATED AREAS TO
LIMIT AIR LEAKAGE INCLUDING AT THE FOLLOWING LOCATION.
a. EXT. JOINTS AROUND WINDOWS & DOOR FRAMES/TRIM
b. OPENINGS BETWEEN WALLS & FOUNDATION, WALLS & ROOF, AS WELL AS BETWEEN WALL PANELS.
c. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS & ROOFS
d. JOINTS BETWEEN FACTORY BUILT FIREPLACES, VENTS, LOUVERS, INTAKES, SCREENS, PIPES, LIGHTS,
SHROUDS, CANOPIES, MARQUEES, AWNINGS, HOSE BIBS, etc. AND ANY OTHER PENETRATIONS
THROUGHT INSULATED WALLS.
e. ALL OTHER OPENINGS BETWEEN UNITS.
C. APPLY NEOPRENE SEAL BETWEEN SOLE PLATES AND FLOOR ( FOAM GASKET OR EQUIVALENT) AS
REQUIRED BY WASHINGTON RESIDENTIAL ENERGY STANDARDS.
D. PROVIDE WEATHER PROTECTION PER (IRC E3501) INSTALL WEATHER RESISTANT BARRIER PROTECTING
WALL STRUCTURE; FLASHING & COUNTER -FLASHING AT ALL OPENINGS TO MAKE THEM WEATHERPROOF.
E. ALL TEARS & JOINTS IN BATT INSULATION AT EXTERIOR WALLS & ROOF TO BE SEALED WITH TAPE.
F. ALL FLASHING & ARCHITECTURE SHEET METAL TO BE 23ga. GALVANIZED STEEL, AT 8'0" MIN. LENGHTS PER
SMACNA MANUAL UNLESS OTHERWISE NOTED. INSTALL AT ALL EXPOSED EXTERIOR OPENIINGS SO THAT
THEY ARE MADE WATERPROOF. CURB & PARAPATE FLASHING SHALL HAVE STADING SEEMS. "ALL FLASHING
CONNECTIONS TO BE SOLDERED"
G. CAULKING AND SEALANT: USE POLYURETHANE SEALANT AT CONCRETE FLOOR AND SIDEWALK JOINTS, ALL
OTHERS LOCATIONS USE SILICONE. USE PRIMER, BACKING ROD AND TAPES AS RECOMMENDED BY MFG.
H. PVA PRIMER PAINT VAPOR BARRIER OR MEMBRAIN SHEET VAPOR BARRIER SHALL BE INSTALLED ON THE
HEATED SIDE OF ALL EXTERIOR WALLS.
I. SEE G4.00 FOR LOCATION SPECIFIC AIR BARRIER REQUIREMENTS
J. ENCLOSED ATTICS & RAFTER SPACES RESULTING FROM CEILINGS APPLIED DIRECTLY TO THE UNDERSIDE
OF ROOF RAFTERS SHALL BE PROVIDED WITH A FREE VENTILATION AREA PER ROOF PLAN.
K. INSULATION: PROVIDE INSULATION AT ALL HEATED SPACES PER ENERGY CODE, SEE G4.00. ALL INSULATION
SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS TO ACHIEVE PROPER DENSITIES, MAINTAIN
CLEARANCES WHERE REQUIRED AND UNIFORM R-VALUES. EXTEND INSULATION OVER EACH FULL
COMPONENT AREA TO INTENDED R-VALUE & ENSURE SUBSTANTIAL CONTACT OF INSULATION WITH EACH
SURFACE BEING INSULATED. INSTALL SO THAT REQUIRED VENTILATION IS NOT OBSTRUCTED. INSTALL WALL
INSULATION SO THAT ENTIRE CAVITY IS FILLED, FACE STAPLE FACED INSULATION. INSTALL FLOOR
INSULATION IN PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH SURFACE BEING INSULATED; INSTALL
SUPPORTS @ 24" O.C. MAX. SEE G4.00 FOR LOCATION SPECIFIC INSULATION REQUIREMENTS
L. ALL INSULATION MATERIAL INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHABLE PAPERS
INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, WALLS, CRAWL SPACES OR ATTICS SHALL COMPLY WITH
IRC N1102.2 AND HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 & A SMOKE DENSITY NOT TO EXCEED
450 WHEN TESTED IN ACCORDANCE WITH ASTM E84.
M. ALL FOAM PLASTIC INSULATION USED IN THE BUILDING CONSTRUCTION SHALL BE INSTALLED IN
ACCORDANCE WITH IRC R316.
a. CONRETE SLAB ON GRADE FLOORS OF HEATED SPACES SHALL BE INSULATED AT THE PERIMETER PER
REQUIREMENTS ON G4.00
N. PERIMETER FOUNDATION INSULATION WITHIN CRAWL SPACE AREA MUST BE AN APPROVED PRODUCT.
VERIFY WITH THE BUILDING INSPECTOR OR DEPARTMENT PRIOR TO INSTALLATION.
O. UNDER FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN
EXTERIOR FOUNDATION WALLS.
P. LINE DIRT AREAS UNDER HEATED FLOORS W/ 6-MIL MIN. BLACK POLYETHYLENE GROUND COVER. OVERLAP
AND TAPE ALL JOINTS 12" & EXTEND TO ALL FOUNDATION WALLS.
Q. EXTERIOR GYPSUM SHEATHING AS REQUIRED BY WALL ASSEMBLY SHALL BE MOLD -RESISTANT 5/81, TYPE 'X'
FIBERGLASS -REINFORCED EXTERIOR GYPSUM SHEATHING (DENS GLASS GOLD) U.N.O.
7.0 ENERGY CODE
A. CONFORM TO THE CURRENT WASHINGTON STATE ENERGY CODE & ANY OTHER JURISDICTIONAL
REGULATIONS THAT APPLY.
SEE G4.00 FOR PROJECT REQUIREMENTS
8.0 DOORS/WINDOWS
A. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED THAT IS SIDE HINGED, SWINGING ADN SHALL
PROVIDE A CLEAR WIDTH OF 32 INCHES WHEN OPEN 90 DEGREES, WITH A CLEAR HEIGHT OF 78 INCHES.
EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT. (IRC R311.2)
B. EGRESS DOORS SHALL BE PROVIDED WITH A LANDING ON EACH SIDE OF THE DOOR AT LEAST 361, MEASURED
IN THE DIRECTION OF TRAVEL WITH A SLOPE NOT GREATER THAN 2% IN ANY DIRECTION (IRC R311.3)
C. DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT
MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD (IRC R311.3.2)
a. ATOP LANDING IS NOT REQUIRED WHERE A STAIR OF NOT MORE THAN (2) RISERS IS LOCATED ON THE
EXTERIOR, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRS.
D. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE SAFETY GLAZING PER (IRC R308.3)
E. GLAZING: PROVIDE GLAZING PER IRC & CURRENT WASHINGTON STATE ENERGY CODE ( REFER TO 7.0 ABOVE)
F. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS AND COMPLY WITH (IRC R308.4)
G. PROVIDE DOOR/WINDOW HARDWARE AT ALL OPERABLE WINDOWS & DOORS. HARDWARE TO BE WITHIN 481,
OF THE ADJACENT INTERIOR FLOOR SURFACE.
H. ENTRY & PATIO DOORS SHALL HAVE A THERMALLY BROKEN THRESHOLD. MAXIMUM 1/21, MIN. GRADE CHANGE
DOWN TO EXTERIOR.
I. DOORS & WINDOWS BETWEEN HEATED & UNHEATED SPACES SHALL BE WEATHER-STRIPPED AROUND THEIR
PERIMETER TO LIMIT AIR LEAKAGE WHEN CLOSED AND SHALL MEET THE REQUIREMENTS ON SHEET G4.00.
J. AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTICS OF BUILDINGS WITH COMBUSTIBLE CEILINGS OR
ROOF CONSTRUCTION. (IRC R807)
9.0 FINISHES
A. THE CONTRACTOR SHALL BE BOUND TO THE FINISH SCHEDULE PROVIDED FOR ROOMS & SPACES, BUT
SHALL ALSO BE RESPOSIBLE FOR PROVIDING OTHER MATERIALS NOT DESIGNATED IN THE ARCHITECTURAL
SCHEDULE, IF REQUIRED IN THE FIELD TO CREATE A FINISHED PROJECT; SUCH AS AT WALKWAYS, FLOORS,
CEILINGS, DOORS, WINDOWS, SOFFITS, TREADS, FURRING, etc. PROVIDE LEVELING AND PATCHING WHERE
REQUIRED.
B. ALL SHOWER AREAS SHALL BE FINISHED WITH A SMOOTH NON -ABSORBENT MATERIAL TO A HEIGHT OF NOT
LESS THAN 6'-0" ABOVE DRAIN INLET THIS MATERIAL SHALL BE INSTALLED OVER WATER RESISTANT GYPSUM
WALL BOARD (MOLD -RESISTANT AS WELL) (IRC R307)
C. INTERIOR FINISHES SHALL BE A FLAME SPREAD INDEX NOT GREATER THAN 200 AND A SMOKE -DEVELOPED
INDEX OF NOT GREATER THAN 450 (IRC R302.9)
D. GWB: INSTALL PER RECOMMENDED SPECIFICATIONS FOR THE APPLICATION & FINISHING OF GYPSUM WALL
BOARD, PER ASTM C840-99A.GWB SPECIFIED BY NAME IN WALL ASSSEMBIES SHALL BE USED PER
MANUFACTURER SPECIFIED.
10.0 MECHANICAL IRC CHAPTERS: 14, 15, 16, 17, 18, & 19
A. MECHANICAL WORK IS TO BE PERFORMED UNDER A SEPARATE PERMIT & IS TO CONFORM TO RELEVANT
CODE & REGULATIONS OF WORK/REQUIREMENTS INDICATED HEREIN.
B. MECHANICAL WORK SHOULD BE COORDINATED BY GENERAL CONTRACTOR WITH ALL OTHER WORK BONE
BY OTHER SUBCONTRACTOR/TRADES.
C. PLUMBING & SEWER PIPE SIZING, GAS & MECHANICAL SIZING TO BE IN ACCORDANCE W/RECOMMENDED
PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE & LOCAL REGULATIONS. FLOOR DRAINS IN
PARKING GARAGE SHALL BE PROVIDED W/APPROVED OIL/WATER SEPARATOR IF REQUIRED BY LOCAL
JURISDICTION, AND CONNECTED TO SEWER IN ACCORDANCE W/PLUMBING CODES.
D. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED AS REQUIRED BY IRC AND WASHINGTON
STATE ENERGY CODE.
E. ALL PIPING, CONDUITS, DUCTS..etc. SHALL BE FURRED IN AT ALL FINISHED ROOMS, (U.N.0)
F. ISOLATE ALL CONDUIT, DUCTS, PIPES, AND VENTS; FULLY SEAL ALL OPENINGS THROUGHT WHICH THEY
PASS. USE RESILIENT SLEEVES, MOUNTS OR UNDERLAYMENTS AS NECESSARY TO PREVENT THE PASSAGE
OF SOUND BY THE MECHANICAL, ELECTRICAL AND FIRE SUPPRESSION SYSTEMS. INSULATE WASTE LINES TO
PREVENT THE PASSAGE OF SOUND FROM CONCEALED PLUMBING INTO ADJACENT LIVING SPACES &
CORRIDORS (ALL INTERIOR ROOMS & CLOSETS)
G. ALL PIPING IN CEILINGS & EXTERIOR WALL SHALL BE ON THE WARM SIDE OF THE THERMAL INSULATION.
H. CONTRACTOR TO FRAME OPENING IN WALLS, CEILINGS & FLOORS FOR MECHANICAL OR ELECTRICAL WORK
WHERE REQUIRED AND NOT OTHERWISE SHOWN ON THE PLANS.
I. PLACE NO MAINS, PIPING, CONDUITS OR ANY MECHANICAL OBSTRUCTIONS OF ANY KIND THAT MIGHT IMPAIR
GIVEN CEILINGS HEIGHT AND CLEARANCES.
J. ALL SURFACE ATTACHED LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A
REGULATIONS
K. HEATING SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES.
L. PROVIDE WHOLE HOUSE VENTILATION SYSTEM FOR EACH DWELLING UNIT PER WA. STATE VIAQT, WITH
MINIMUM SOURCE VENTILATION CAPACITY REQUIREMENTS
M. BATHROOM, WATER CLOSET COMPARTMENTS, AND LAUNDRY ROOMS SHALL BE PROVIDED WITH NATURAL
VENTILATION
N. THE DISCHARGE OF EXHAUST AIR SHALL BE MIN OF 3ft. FROM ANY OPENING INTO THE BUILDING & A MINIMUM
OF 1 Oft. FROM ANY AIR INTAKE.
O. KITCHEN RANGE, DRYER, BATHROOM AND LAUNDRY ROOM VENTILATION DUCTS SHALL HAVE SMOOTH NON-
COMBUSTIABLE, NON -ABSORBENT SURFACE AND SHALL BE EQUIPPED WITH A BACK -DRAFT DAMPER.
P. DRYER, KITCHEN & BATH FANS & GAS FIRED WATER HEATERS ARE ALL TO BE VENTED TO THE OUTSIDE.
Q. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL OPERATED EXHAUST SYSTEM WHICH IS CAPABLE
OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH SYSTEM SHALL BE CONNECTED TO
THE OUTSIDE & THE POINT OF DISCHARGE SHALL NOT BE LESS THAN 3ft. FROM ANY OPERABLE WINDOW.
R. WATER HEATERS SHALL BE PROVIDED W/SEISMIC STRAPPING/BRACING PER CODE.
S. ANY IGNITION SOURCES IN THE GARAGE SHALL BE ELEVATED AT LEAST 181, ABOVE FINISH FLOOR (IRC
M 1307.3)
T. EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MECHANICAL & ELECTRICAL DRAWINGS FOR CUTTING
AND PATCHING WORK BEYOND THE LIMITS OF THE PROJECT SHOWN ON THE ARCHITECTURE DRAWINGS.
11.0 ELECTRICAL IRC CHAPTERS: 34, 35, 36, 37, 38, 39, 40, & 41
A. ELECTRICAL WORK IS TO BE PERFORMED UNDER A SEPARATE PERMIT IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE, ALL RELEVANT LOCAL CODES AND REGULATIONS AS WELL AS WORK REQUIREMENTS
INDICATED HEREIN & SUITABLE FOR THE INTENDED USES OF THE SPACES.
B. ELECTRICAL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORK INDICATED
HEREIN.
C. ELECTRICAL SERVICES REQUIRMENTS & WIRING TO BE IN ACCORDANCE WITH RECOMMENDED PRACTICES AS
PER CURRENTLY ADOPTED NATIONAL, STATE & LOCAL REGULATIONS.
D. OVERHEAD ELECTRICAL SERVICES SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF: 8-FEET ABOVE
ROOFS, 10-FEET AT BUILDING SERVICE ENTRANCE, 12-FEET OVER RESIDENTIAL PROPERTIES, AND 18-FEET
OVER STREETS AND OTHER ROUTES SUBJECT TO TRUCK TRAFFIC.
E. IF RESIDENTIAL UNITS ARE TO BE HEATED WITH PACKAGED A/C HEAT PUMPS. THE CONTRACTOR SHALL
INCLUDE & PROVIDE ALL POWER COMPANY'S COST TO INSTALL NECESSARY ELECTRICAL PROVISIONS &
SERVICE TO THE FACILITY. THESE COSTS SHOULD INCLUDE VAULTS, TRANSFORMERS, SERVICE LINES,
HANDHOLDS & ALL OTHER EQUIPMENT AND LABOR REQUIRED OR NECESSARY. THE CONTRACTOR SHALL
ALSO INCLUDE ALL OTHER COSTS TO PROVIDE ADEQUATE SRVICE FROM THE FACILITY TO THE POINT OF THE
POWER COMPANY'S TERMINATION.
F. ELECTRICAL CONTRACTOR IS TO VERIFY ELECTRICAL OUTLETS, LIGHTING REQUIREMENTS & PANEL
LOCATIONS WITH OWNER.
a. PROVIDE ELECTRICAL OUTLETS PER IRC CHAPTER 39
G. FOAM OUTLET GASKETS SHALL BE USED ON ALL RECEPTACLES, SWITCHES & OTHER UTILITY BOXES ON
EXTERIOR WALLS.
H. CAULK & SEAL OPENINGS IN BOX & WHERE BOXES MEET DRYWALL W/AN APPROVED SEALANT.
I. PROVIDE ELECTRICAL OUTLET BOXES AS REQUIRED BY IRC CHAPTER 39 OUTLET BOXES ON OPPOSITE SIDES
OF THE COMMON WALL IN TOWNHOUSES SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS
THAN 24".
J. ELECTRICAL CONTRACTOR OR GENERAL CONTRACTOR SHALL STUB -OUT TO MEET CABLE TV, TELEPHONE
AND POWER COMPANY SERVICES.
K. CONTRACTOR SHALL PRE -WIRE BUILDING FOR TELEPHONE & CABLE TV. AND PROVIDE JACKS FOR CAT-5, &
TELEPHONE. PROVIDE THE APPROVED TELEPHONE CABINET PER SERVICE PROVIDER.
L. ALL SMOKE DETECTORS SHALL BE POWERED BY THE BUILDINGS ELECTRICAL SYSTEM & HAVE A BACK-UP
BATTERY FOR 90 MINUITES.
M. ELECTRICAL CONTRACTOR SHALL INSTALL RANGE HOODS & WIRE EXHAUST FANS PROVIDED BY OTHERS.
N. ELECTRICAL PANELBOARDS SHALL BE PROVIDED WITH A CLEAR WORKING SPACE NOT LESS THAN 301, WIDE
BY 36" DEEP BY 6-6" HIGH DIRECTLY IN FRONT OF THE PANEL
O. RECESSED LIGHTING FIXTURES INSTALLED IN INSULATED AREAS SHALL CONFORM TO STATE ENERGY CODE.
P. PERFORM LOAD CALC'S. & DETERMINE TRANSFORMER & VAULT SIZE REQUIRED. COORDINATE VAULT DESIGN
AND ACCESS SCHEME W/ELECTRICAL CONTRACTOR, THE POWER UTILITY, THE CITY & THE ARCHITECT BASED
ON LOADS
12.0 FIRE PROTECTION
A. THE BUILDING SHALL BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM PER IRC R313. THE SPRINKLER
SYSTEM SHALL CONFORM TO NFPA 13D OR P2904. RESIDENTIAL -TYPE SPRINKLER HEADS SHALL BE USED IN
ALL HABITABLE SPACES IN EACH DWELLING UNIT. SPRINKLER SYSTEM SHALL BE SUBMITTED TO FIRE
DEPARTMENT FOR REVIEW. PROVIDE QUICK -RESPONSE SPRINKLER HEADS AS ALLOWED BY THE CODE
STANDARDS.
B. EXTEND FIRE RESISTIVE WALL PROTECTION TO THE SOLE PLATE BEHIND THE TUBS & SHOWERS IN UNITS
THAT ABUT A FIRE RATED WALL.
C. MAINTAIN FIRE RESISTANCE & SOUND CONTROL VALUE AT ALL PERIMETER EDGES OF WALLS IN CONTACT
WITH FLOORS, CEILINGS, BEAMS..etc.
D. PROVIDE FIRE EXTINGUISHERS AT EACH UNIT AS REQUIRED BY THE (IFC STANDARD 10-1)
E. FIRE DEPARTMENT REQUIRES WATER -MAINS, FIRE HYDRANTS & TEMPORARY FIRE DEPARTMENT ACCESS BE
INSTALLED. INSPECTION AND APPROVAL MUST BE OBTAINED FROM THE FIRE MASHAL OF JURISDICTION
PRIOR TO COMMENCEMENT OF COMBUSTIABLE CONSTRUCTION.
F. WALLS, CEILINGS & FLOOR/CEILING ASSEMBLIES REQUIRED TO BE FIRE PROTECTED SHALL HAVE ALL
OPENINGS AND PENETRATIONS INSTALLED/PROTECTED PER THE REQUIREMENTS OF (IBC CHAPTER 7.)
G. FIRE BLOCKING ARE REQUIRED IN CONCEALED SPACES AT FLOOR AND CEILING LEVELS AND AT 1Oft.
INTERVALS BOTH VERTICAL & HORIZONTAL ALONG THE LENGTH OF THE WALLS IN COMBUSTIABLE
CONSTRUCTION (IRC R302.11)
H. THE MAXIMUM FLAME SPREAD INDEX OF INSULATION SHALL NOT EXCEED 25
a. INSULATION SMOKE -DEVELOP INDEX SHALL NOT EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM
E84
I. SEPARATION BETWEEN THE GARAGE AND THE DWELLING UNIT SHALL BE IN ACCORDANCE WITH TABLE R302.6
AND SHALL BE NOT LESS THAN 1/2" TYPE 'X' GYPSUM WALL BOARD (GWB)ON THE WALLS AND 5/8" TYPE 'X'
GWB ON THE CEILING WHERE HABITABLE SPACE IS ABOVE THE GARAGE
J. ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS
AND THE SURFACE UNDER THE STAIRS PROTECTED ON THE ENCLOSED SIDE WITH 1/21, GYPSUM WALL
BOARD.
K. WHERE WALLS ARE REQUIRED TO HAVE A FIRE -RESISTANCE RATING ALL RECESSED FIXTURES SHALL BE
INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING NOT BE REDUCED.
L. PENETRATIONS IN FIRE -RESISTANCE RATED WALLS SHALL BE INSTALLED AS TESTED IN THE SPECIFIED
APPROVED FIRE -RESISTANCE RATED ASSEMBLY
M. EXTERIOR WALLS AND ELEMENTS SHALL BE PROVIDED WITH A FIRE -RESISTANCE RATING AS SPECIFIED IN
TABLE R302.1(1) OR R302.1(2)
13.0 MISCELLANEOUS
PERMIT APPROVAL STAMPS
RECEIVED
Jul 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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FASTENING SCHEDULE
WINDOW AND DOOR NOTES
SMOKE ALARM & HEAT DETECT. NOTES
1. ALL EXTERIOR WINDOWS AND DOORS TO COMPLY WITH IRC R609
2. WINDOWS AND DOORS SHALL BE CAPABLE OF RESISTING THE
R314.3 SMOKE ALARMS, HEAT DETECTORS AND HEAT ALARMS SHALL
COMPLY WITH NFPA 72
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ITEM
DESCRIPTION OF ELEMENTS
NUMBER AND TYPE OF FASTENER
SPACING AND LOCATION
ROOF
1
BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP
PLATE
4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131" TOE NAIL
NAILS
DESIGN WIND LOADS (110 MPH)
3. WINDOWS AND SLIDING GLASS DOORS SHALL BE TESTED BY AN
SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:
A
2
CEILING JOISTS TO TOP PLATE
4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131" PER PIECE, TOE NAIL
APPROVED INDEPENDENT LABORATORY AND BEAR A LABEL
1. IN EACH SLEEPING ROOM
NAILS
IDENTIFYING THE MANUFACTURER, PERFORMANCE
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
3
CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS
4-10d BOX; OR 3-16d COMMON; OR 4-3"x0.131" NAILS
FACE NAIL
CHARACTER ISTINCS, AND INSPECTION AGENCY TO INDICATE
VICINITY OF THE BEDROOMS
OVER PARTITION
TABLE R802.5.2
4-10d BOX; OR 3-10d COMMON; OR 4-3"0.131" NAILS
FACE NAIL
FACE NAIL EACH RAFTER
COMPLIANCE
4. GARAGE DOORS SHALL BE TESTED IN COMPLIANCE WITH ASTM
E330 OR ANSI/DASMA 108
5. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED
TO THE STRUCTURE IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATIONS TO ACHEIVE THE DESIGN
PRESSURE SPECIFIED
6. TAPERED BUCKS ARE NOT ALLOWED
7. GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE
PROVIDED WITH AMANUFACTURERS DESIGNATION SPECIFYING
WHO APPLIED THE DESIGNATION, TYPE OF GLASS AND THE
SAFETY GLAZING STANDARD
8. SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING
HAZARDOUS LOCATIONS:
GLAZING IN DOORS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS, BUT NOT INCLUDING CRAWLSPACED AND
UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS
AND WITHOUT INTERVENING DOOR BETWEEN ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER FLOOR SHALL SUFFICE
FOR THE ADJACENT LOWER LEVEL PROVIDED THE LOWER LEVEL IS
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
SMOKE DETECTORS, HEAT DETECTORS AND HEAT ALARMS SHALL BE
HARDWIRED WITH THE PRIMARY POWER PROVIDED FROM THE
BUILDING WIRING WITH BATTERY BACKUP PER IRC R314.4 AND SHALL
BE INTERCONNECTED SUCH THAT ACTIVATION OF ONE SMOKE ALARM
IN THE DWELLING UNIT SOUNDS AN ALARM FROM ALL THE SMOKE
ALARMS THROUGHOUT THE DWELLING UNITA.
WHERE COMMERCIAL POWER IS NOT PROVIDED,SMOKE ALARMS
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CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT)
B
5
COLLAR TIE TO RAFTER, FACE NAIL OR 1-1/4"x20 GA. RIDGE
STRAP TO RAFTER
6
RAFTER OR ROOF TRUSS TO PLATE
_
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF
RAFTER TO MINIMUM 2" RIDGE BEAM
3-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"0.131"
NAILS
4-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"0.131"
NAILS
2 TOE NAILS ON ONE SIDE, 1 TOE NAIL ON
OPPOSITE SIDE OF EACH RAFTER OR TRUSS
TOE NAIL
7
WALL
7
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF
RAFTER TO MINIMUM 2" RIDGE BEAM
3-16d BOX OR 2-16d COMMON; OR 3-10d BOX; OR 3-3"x0.131"
NAILS
END NAIL
8
STUD TO STUD (NOT AT BRACED WALL PANELS)
16d COMMON
24" o.c. FACE NAIL
8
STUD TO STUD (NOT AT BRACED WALL PANELS)
10d BOX; OR 3"x0.131" NAILS
16" o.c. FACE NAIL
9
STUD TO STUD NOT ABUTTUNG STUDS AT INTERSECTING WALL
16 BOX; OR 3"x0.131" NAILS
12" o.c. FACE NAIL
B. GLAZING ADJACENT TO DOORS WITHIN 60" OF THE FLOOR,
SHALL BE PERMITTED TO BE BATTERY POWERED
CORNERS (AT BRACED WALLS)
WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR, AND WITHIN
9
STUD TO STUD NOT ABUTTUNG STUDS AT INTERSECTING WALL
16d COMMON
16" o.c. FACE NAIL
24" OF THE HINGE SIDE OF A WALL LESS THAN 180 DEGREE
A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT
CORNERS (AT BRACED WALLS)
FROM THE PLANE OF THE DOOR
OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN
C. GLAZING IN WINDOWS THAT MEET ALL OF THE FOLLOWING:
a. LARGER THAN 9 SQ. FT.
b. BOTTOM EDGE LESS THAN 18" FROM THE FLOOR
c. TOP EDGE OVER 36" FROM THE FLOOR
d. AND WITHIN 36" OF A WALKING SURFACE MEASURED
NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW
AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARMS
SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS.
C
m
2
10
BUILT UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)
16d COMMON
16" o.c. FACE NAIL
10
BUILT UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)
16d BOX
12" o.c. FACE NAIL
11
CONTINUOUS HEADER TO STUD
5-8d BOX; OR 4-8d COMMON; OR 4-10d BOX
TOE NAIL
12
TOP PLATE TO TOP PLATE
16d COMMON
16" o.c. FACE NAIL
12
TOP PLATE TO TOP PLATE
10d BOX; OR 3"x0.131" NAILS
12" o.c. FACE NAIL
HORIZONTALLY
D. GLAZING IN GUARDS AND RAILINGS
CARBON MONOXIDE NOTES
Z
13
DOUBLE TOP PLATE SPLICE
12-16d BOX OR 8-16d COMMON; OR 12-10d BOX; OR
FACE NAIL ON EACH SIDE OF END JOINT
12-3"x0.131" NAILS
16d COMMON
,.
16 o.c. FACE NAIL
E. GLAZING IN WALLS CONTAINING OR FACING HOT TUBS,
SAUNAS, BATHTUBS, SHOWERS OR OTHER WET AREAS
WHERE THE BOTTOM OF THE GLASS IS LESS THAN 60"
MEASURED VERTICALLY FROM THE FLOOR THAT IS LESS
THAN 60" FROM THE WATERS EDGE MEASURED
HORIZONTALLY
F. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE
BOTTOM EDGE IS LESS THAN 36" ABOVE THE PLANE OF THE
ADJACENTWALKIGN SURFACE
G. GLAZING ADJACENT TO LANDINGS WHER ETHE GLAZING IS
LESS THAN 36" ABOVE THE WALKING SURFACE AND WITHIN A
R315.1 CARBON MONOXIDE ALARMS
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 AND
ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE
MANUFACTURERS DIRECTIONS.
CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED WITH
BATTERY BACKUP
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14
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (NOT AT BRACED WALL PANELS)
14
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (NOT AT BRACED WALL PANELS)
16 BOX; OR 3"x0.131" NAILS
16d BOX
12" o.c. FACE NAIL
3 EACH 16" o.c. FACE NAIL
15
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (AT BRACED WALL PANEL)
15
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (AT BRACED WALL PANEL)
16d COMMON
2 EACH 16" o.c. FACE NAIL
15
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
3"x0.131" NAILS
4 EACH 16" o.c. FACE NAIL
BLOCKING (AT BRACED WALL PANEL)
60" HORIZONTAL 180 DEGREE ARCH FROM THE BOTTOM
TREAD NOSING
WHERE COMMERCIAL POWER IS NOT PROVIDED,CARBON MONOXIDE
ALARMS SHALL BE PERMITTED TO BE BATTERY POWERED
16
TOP OR BOTTOM PLATE TO STUD
4-8d BOX OR 3-16d BOX; OR 4-8d COMMON; OR 4-10d BOX;
TOE NAIL
OR 4-3"x0.131" NAILS
H. EXCEPTIONS MAY APPLY TO DECORATIVE GLAZING IN
TOP OR BOTTOM PLATE TO STUD
3-16d BOX OR 2-16d COMMON; OR 3-10d BOX; OR 3-3"0.131"
NAILS
END NAIL
CERTAIN LOCATIONS.
9. DOORS AND WINDOWS SHALL COMPLY WITH THE ENERGY CODE
REQUIREMENTS OUTLINED ON G3.00
10. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR
LOCATE SMOKE ALARMS, HEAT DETECTORS, AND CARBON MONOXIDE
ALARMS A MINIMUM OF T-0" AWAY FROM SUPPLY AND RETURN GRILLS
16
17
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
3-10d BOX OR 2-16d COMMON; OR 3-3"x0.131" NAILS
FACE NAIL
18
1" BRACE TO EACH STUD AND PLATE
3-8d BOX OR 2-8d COMMON; OR 2-10d BOX; OR 2 STAPLES
1-3/4"
FACE NAIL
'
EACH DWELLING UNIT. THIS DOOR AS IDENTIFIED ON THE PLANS
MUST BE SIDE HINGED AND PROVIDE A CLEAR OPENING WIDTH
E
OF 32" MEASURED FROM THE FACE OF THE DOOR AT 90
DEGREES TO THE FACE OF THE DOOR STOP WITH A HEIGHT NOT
LESS THAN 78" (6-6"). THIS DOOR SHALL BE READILY OPENED
FROM INSIDE THE DWELLING WITHOUT USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT. (IRC R 311.2)
11. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE
PROVIDED FROM BASEMENTS, ATTICS, AND EVERY HABITABLE
SLEEPING ROOM
12. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
DIRECTLY INTO A PUBLIC SPACE OR A YARD THAT OPENS TO THE
PUBLIC WAY
13. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL BE
OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE, OR
USE OF KEYS OR TOOLS.
14. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL BE A
MINIMUM OF 5.7 SQUARE FEET OF CLEAR OPENING AREA WHICH
SHALL BE A MINIMUM HEIGHT OF 24" AND A MINIMUM CLEAR
WIDTH OF 20"
15. EMERGENCY ESCAPE AND RECUE OPENINGS SHALL HAVE A SILL
HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR
EXHAUST NOTES
J N N
W W CCo
p in
W
0 � Q
W
p C
Z p
Q N Z
W N
c p
T W
19
11'x6" SHEATHING TO EACH BEARING
3-8d BOX OR 2-8d COMMON; OR 2-10d BOX; OR 2 STAPLES 1"
CROWN, 16 GA, 1-3/4" LONG
FACE NAIL
20
1"x8" AND WIDER SHEATHING TO EACH BEARING
1"x8" AND WIDER SHEATHING TO EACH BEARING
3-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3 STAPLES 1"
CROWN, 16 GA, 1-3/4" LONG
FACE NAIL
THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL
PROVIDE OUTDOOR AIR AT A RATE OF:
CUBIC FEET PER MINUTE = (0.01 x TOTAL SF) + (7.5 x # OF BEDROOMS)
CFM/MIN = (0.01 x XXXSF) + (7.5 X # BR)
AREA TO BE EXHAUST RATES
EXHAUSTED
KITCHENS 100 CFM INTERMITTENT
20
WIDER THAN 1"x8": 4-8d BOX OR 3-8d COMMON; OR 3-10d
BOX; OR 4 STAPLES, 1" CROWN, 16 GA., 1-3/4" LONG
FACE NAIL
F
FLOOR
21
JOIST TO SILL, TOP PLATE OR GIRDER
4-8d BOX OR 3-8d COMMON; OR 3-10d BOX; OR 3-3"x0.131"
NAILS
TOE NAIL
22
RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE
(ROOF APPLICATIONS ALSO)
8d BOX
4" o.c TOE NAIL
22
RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE
(ROOF APPLICATIONS ALSO)
8d COMMON; OR 10d BOX; OR 3"x0.131" NAILS
6" o.c. TOE NAIL
23
1"x6" SUBFLOOR OR LESS TO EACH JOIST
3-8d BOX OR 2-8d COMMON; OR 3-10d BOX; OR 2 STAPLES
1-3/4"
3-16d BOX; OR 2-16d COMMON
FACE NAIL
BATHROOMS
MECHANICAL EXHAUST
CAPACITY OF 50 CFM
INTERMITTENT
24
2" SUBFLOOR TO JOIST OR GIRDER
BLIND AND FACE NAIL
25
2" PLANKS (PLANK &BEAM -FLOOR &ROOF)
3-16d BOX; OR 2-16d COMMON
AT EACH BEARING, FACE NAIL
26
BAND OR RIM JOIST TO JOIST
3-16d COMMON; OR 4-10d BOX; OR 4-3"0.131" NAILS; OR
END NAIL
LAUNDRY ROOM - 75 CFM CONTINUOUSLY
4-3"x14GA. STAPLES, 7/16" CROWN
16. EMERGENCY ESCAPE AND RECUE OPENINGS LOCATED BELOW
27
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
20d COMMON
NAIL EACH LAYER AS FOLLOWS: 32" o.c. AT TOP
AND BOTTOM AND STAGGERED
Q�
GRADE SHALL BE PROVIDED WITH A WINDOW WELL THAT SHALL
NOT BE LESS THAN 9 SQUARE FEET WITH A HORIZONTAL
PROJECTION NOT LESS THAN 36"
A. LADDERS SHALL BE PERMITTED TO ENCROACH NOT MORE
IRC M1505.4.3
SUPPLY FAN TESTED CFM AT 0.40" WG
G
27
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
10d BOX; OR 3"x0.131" NAILS
24" o.c. FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE SIDES
27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 2-20d COMMON; OR 3-10d BOX; OR 3-3"x0.131" NAILS FACE NAIL AT ENDS AND AT EACH SPLICE THAN 6" INTO THE REQUIRED WINDOW WELL DIMENSIONS
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX OR 3-10d COMMON; OR 4-10d BOX; OR 4-3"0.131" AT EACH JOIST OR RAFTER, FACE NAIL
NAILS
29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX, OR 2-8d COMMON NAILS EACH END, TOE NAIL
WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF ADN INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING
30 3/8" - 1/2" 6d COMMON NAIL (SUBFLOOR, WALL), 8d COMMON (ROOF); 6" EDGE, 12" IN FEILD
OR RSRS01 NAIL (ROOF)
31 19/32" - 1" 8d COMMON (ROOF); OR RSRS01 NAIL (ROOF) 6" EDGE, 12" IN FEILD
SPECIFIED VOLUME
FROM TABLE M1508.2
MIN. SMOOTH
DUCT DIAMETER
MIN. FLEXIBLE
DUCT DIAMETER
50-90 CFM
4 INCH
5 INCH
90-150 CFM
5 INCH
6 INCH
150-250 CFM
6 INCH
7 INCH
250-400 CFM
4 INCH
8 INCH
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32
1-1/8" - 1-1/4"
10d COMMON OR 8d DEFORMED NAIL
6" EDGE, 12" IN FEILD
Q
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OTHER WALL SHEATHING
33
1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING
1-1/2" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER,
3" EDGE, 6" IN FEILD
z 3
OR 1-1/4" LONG, 16GA STAPLE
J
N J
34
25/32" STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING
1-3/4" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER,
3" EDGE, 6" IN FEILD
OR 1-1/2" LONG, 16GA STAPLE
Q (0 w
1/2" GYPSUM SHEATHING
O =
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35
1-1/2" GALVANIZED ROOFING NAIL; GALVANIZED STAPLE,
1-1/2" LONG; 1-1/4" SCREWS, TYPE'W' OR'S'
7" EDGE, 7" IN FEILD
36
5/8" GYPSUM SHEATHING
1-3/4" GALVANIZED ROOFING NAIL; GALVANIZED STAPLE, 7" EDGE, 7" IN FEILD
'W'
♦�/ N O
�+
1-5/8" LONG; 1-1/4" SCREWS, TYPE OR'S'
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WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT
TO FRAMING
LO
6d DEFORMED OR 8d COMMON 6" EDGE, 12" IN FEILD
14
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37
3/4" AND LESS
38
7/8" - 1"
8d COMMON, OR 8d DEFORMED 6" EDGE, 12" IN FEILD
39
1-1/8" - 1-1/4"
10d COMMON; OR 8d DEFORMED 6" EDGE, 12" IN FEILD
PERMIT APPROVAL STAMPS
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PROJ. NO:
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ISSUE DATE: Issue Date
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SCALE: 1/4" =1'-0"
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RECEIVED
NOTES
Jul 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
L
DEPARTMENT
A2.00
16
15
14
13
12
11
10
9
8
7
6
5
4
3 2 1
W.
15
14 13 12 11 10 1 9 8 1 7 1 6 5
4
3 1 2 1
A
B
C
❑C
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G
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IN
L
Level 1
1 /4" = 1'-0"
- REMOVE EXISTING NON -BEARING WALL AND DOOR
1
WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1
TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j
1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.
1 1
REFER TO 2021 IRC R314 AND R315 FOR MORE 1
INFORMATION.
1 .
°I NEW WINDOW TO BE MINIMUM U-0.30
0i
0i
FLOOR PLAN NOTES
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a
0
1. 6 MIL -THICK POLYETHALENE FILM SHALL BE APPLIED OVER THE
BELOW GRADE PORTION OF EXTERIOR FOUNDATION WALLS
A
PRIOR TO BACKFILLING WITH JOINTS OVERLAPPED 6" AND SEALED
WITH ADHEASIVE. THE TOP EDGE OF THE FILM TO BE BONDED
WITH TO THE WALL SHEATHING. FILM EXPOSED ABOVE GRADE
SHALL BE PROTECTED BE AN APPROPRIATE ARCHITECTURAL
TREATMENT (IRC R406.3.2)
2. SLOPE GARAGE FLOOR TOWARD GARAGE DOOR (1/8"/FOOT)
3. CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL
W
EQUIPMENT & FIXTURES FURNISHED AND INSTALLED
J
4. CONTRACTOR SHALL PROVIDE NECESSARY BACKING TO SECURE
ANY FIXTURE OR EQUIPMENT TO STRUCTURE AND PROVIDE
W
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BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE
V
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FOLLOWING: SHELVING, LAVATORIES, CABINETS AND CASEWORK,
B
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a
TOILET ACCESSORIES, CLOSET ACCESSORIES, STAIR &
HANDRAILS, GARMENT HOOKS, GRAB BARS, PICTURES/ARTWORK,
y
HEADBOARDS, DOOR AND FINISH WARDWARE AND ANY OTHER
ww
WALL AND CEILING MOUNTED ITEMS.
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5. IN SEISMIC ZONES DO, D1, & D2, WATER HEATERS AND FURNACES
W
SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT
DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS
WITHIN THE UPPER ONE THIRD AND LOWER ONE-THIRD OF ITS
VERTICAL DIMENSIONS PER IRC P2801.8
6. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A
MINIMUM OF R-10 INSULATION
A. SAFETY GLAZING MARKED AS 'SG' ON PLANS, EMERGENCY
ESCAPE OPENINGS NOTED AS 'EG' ON PLANS
C
B. NEW WINDOW TO BE MINIMUM U-0.30.
7. SEE SITE PLAN FOR BUILDING ACCESS AND EGRESS PATHWAYS.
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8. HVAC EQUIPMENT TO BE ENERGY STAR RATED
m
9. WASHING MACHINE TO BE PLACED ON DRIP PAN
10. A 30" WIDE BY 30" DEEP LEVEL WORKING SURFACE AND ACCESS
z
TO ALL APPLIANCES FOR INSPECTION, SERVICE, REPAIR AND
r
REPLACEMENT SHALL BE PROVIDED THAT IS AT LEAST AS HIGH AS
THE TALLEST APPLIANCE IN THE SPACE, BUT NOT LESS THAN 30"
�� 'a =�� �`�� o _�
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IN HEIGHT
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11. PIPES PENETRATING EXTERIOR WALLS OR WATERPROOF SEALS
k°xw-zaz°wN� wwo
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SHALL BE MADE WATERPROOF BY USE OF WATERPROOF
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SEALANT OR BY FLASHING WITH AN APPROVED ELASTOMERIC
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MATERIAL (P2607)
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12. HABITABLE ROOMS OTHER THAN KITCHENS SHALL HAVE AN AREA
=wa''0¢��zwz°'<°�
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NOT LESS THAN 70 SQ. FT. AND SHALL NOT BE LESS THAN 7 FEET
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IN ANY HORIZONTAL DIMENSION.
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13. ANY NEW LIGHTING INSTALLED SHALL BE L.E.D.
14.
FLOOR PLAN KEYNOTES
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10 ELECTRICAL PANEL (EXISTING TO REMAIN) N N
2) WATER HEATER - EXTERIOR MOUNTED (TANKLESS - ENERGY STAR) W W CD
C00
FURNACE o W
OC WASHER AND DRYER (ENERGY STAR) Q
5 DISHWASHER O (ENERGY STAR) LU � 6� REFRIGERATOR (ENERGY STAR) 0 CliZ
O PATIO W N E
O CONCRETE WALK SEE SITE PLAN LU C 0
C NEW EXTERIOR STAIR (SEE DETAIL FOR OPTIONS) F o W
10 TRASH AND RECYCLE
11 OUTLINE OF GARAGE DOOR ABOVE
12 20 MIN. WITH AUTOMATIC CLOSING DEVICE
13 HEARTH, SEE ELEVATION
14 CRAWLSPACE ACCESS (MIN. 18" x 24")
15 ATTIC ACCESS HATCH (MIN. 22" x 30")
16 CEILING HEADER ABOVE
G
FLOOR PLAN LEGEND
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® NEW / INFILL WALL �+ U CD
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ISSUE DATE: Issue Date
SCALE: 1/4" =1'-O"
a
RECEIVED FIRST FLOOR
Jul 24 2024 PLAN
CITY OF EDMONDS
DEVELOPMENT SERVICES L
DEPARTMENT
16
15
Level 2
1 /4" = 1'-0"
14
13
12
11
10
7
51
7
C
5
4
3
2
1
A2.10
A
B
C
E
F
G
H
J
IN
L
16 1 15
14 13 12 11 10 9 8 1 7 1 6 5 1 4
STEP 1: INSTALL 18"
PLUS SECTION OF
FLASHING FROM
WR8-LEAVE
LOOSE AT BOTTOM
SO INSTALLATION
OF WIRE CAN TUCK
UNDER IT LATER.
WR8 = WATER
RESISTIVE BARRIER
STEP 2: INSTALL
SELF ADHESIVE
MEMBRANE (SAM)
WRAPPING INTO
OPENING AND
LAPPING ONTO
WRB.
- — INSTALL
PREFORMED
PLASTIC SILL PAN
WITH BACK DAM
- STEP 3: INSTALL
SELF ADHESIVE
MEMBRANE AT
JAMBS WRAPPING
INTO OPENING AND
LAPPING OVER AT
SILL
SEAL CORNERS
WITH DOW
CORNING 758
SILICONE
STEP # 4: APPLY
SEALANT TO HEAD
AND JAMBS BEFORE
INSTALLING WINDOW
DO NOT NAIL WINDOW
` HEAD TO OPENING- SEE
WINDOW MANUFACTURER'S
INSTRUCTIONS
{
INSTALL 1/16" HORSESHOE
SHIMS UNDER SILL NAIL
FLANGE W/WINDOW ANCHORS
STEP # 5: APPLY
SELF ADHESIVE
MEMBRANE OVER
NAIL FLANGE AT
WINDOW HEAD
- - STEP #6: APPLY
WINDOW HEAD
FLASHING BEADING
WITH SEALANT TO
WINDOW HEAD FRAME.
ENSURE FASTENERS
ARE 1/2" ABOVE
WINDOW NAIL FLANGE.
STEP # 7: APPLY 9"
STRIP OF SELF
ADHESIVE MEMBRANE
OVER WINDOW HEAD
FLASHING
STEP # 8: INSTALL WRB FROM BOTTOM UP
LAPPING PER MANUFACTURER'S
INSTRUCTIONS. AT WINDOW TUCK UNDER
FLAP OF WRB SHOWN ON STEP # 1
INSTALL A 6" STRIP
OF SELF ADHESIVE
MEMBRANE OVER
JAMBS AS SHOWN
FROM NAIL FLANGE
TO WRB
STEP # 9
SEE DETAILS INCLUDING MANUFACTURER'S
DETAILS FOR FINISHING THE WALL WITH
WINDOW TRIM, RAIN SCREEN BATTENS AND
SIDING
�I
(1) WHEN A WINDOW HEAD METAL FLASHING IS REQUIRED. INSTALL IT OVER THE WINDOW HEAD FLASHING PAPER & PLACE THE
WATER RESISTANT BARRIER OVER THE FLANGE OF THE METAL FLASHING.
I I
(2) FLASHING PAPER TO BE COATED VAPOR BARRIER, REINF., GRADE "A" OR "B".
I I
(3) SELF-ADHESIVE MEMBRANE (SAM) SHALL BE 'HENRY - BLUESKIN BREATHER'
SIDING SEE
ELEVATION
INSULATION
PER G3.00 -
HOUSE WRAP
MOISTURE
BARRIER
SHEATING PEF
STRUCTURAL
HEADER PER
STRUCTURAL
DECORATIVE
TRIM BOARD
DRIP EDGE
FLASHING --
WINDOW PER
PLAN & G3.00
PAN FLASHING
DECORATIVE
TRIM BOARD
SEALANT -
SIDING — —
1/2" GWB
RIGID INSULATION
BEHIND HEADER
GWB WRAP
ISPACE
_ANT CAULKING
APRON
1/2" GWB
FLOORING OVER 3/4" PLYWD
2x JOISTS AT 16 " o.c.
2x4 PRESSURE
TREATED SLEEPERS AT
4'-0" o.c. ATTACHED
WITH POWDER DRIVEN
FASTERNERS OR
EXPANSION ANCHORS — ---
2x12 P.T. WD. STAIR
STRINGERS
2x4 PRESS BLOCK
EXISTING SLAB -- ATTACED TO SLAB
WITH POWDER
DRIVEN FASTENERS
OR EXPANSION
ANCHORS --
3
12 1
DEMOLITION NOTES
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN A MANNER THAT
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WILL NOT HINDER OR DISTURB THE DAY TO DAY FUNCTIONS OF
THE FACILITY OR THEIR NEIGHBORS.
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2. NO PILING OF CONSTRUCTION DEBRIS ON SITE UNLESS DUMPED IN
A PROPER ENCLOSURE.
3. ALL DEMOLITION SHALL BE COORDINATED WITH ALL OTHER SUBS
(ELECTRICAL, MECHANICAL..ETC) IN CASE SOMETHING NEEDS TO
BE TURNED OFF/SHUTDOWN OR RE-ROUTED.
4. DEMOLITION SHALL BE DONE WITH CARE SO AS NOT TO DAMAGE
ANY OTHER SURFACE OR FINISHES.
W
5. REMOVE WITH CARE ALL DOORS SHOWN FOR DEMO. AS THEY MAY
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BE ABLE TO BE SALVAGED FOR OWNERS USE.
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6. MAKE SURE ALL WATER IS SHUT-OFF BEFORE DEMOLITION OF ANY
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PLUMBING FIXTURES.
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7. ANY SLAB DEMOLITION NEEDED FOR RE-ROUTING NEW PLUMBING
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OR INSTALLING NEW FOUNDATIONS SHALL BE DONE WITH CARE.
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8. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A
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RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS
N
G
TO PATCH/REPAIR WALL TO MATCH ADJOINING SURFACE/FINISH.
REPAIRED FINISHES ARE TO EXTEND TO THE NEAREST VISUAL
W
BREAK LINES
9. THE CONTRACTOR SHALL SAFELY SHORE, BRACE AND SUPPORT
ALL WORK AS NECESSARY. THIS SHALL BE THE FULL AND SOLE
Level 2
RESPONSIBILITY OF THE CONTRACTOR. NO ACT, DIRECTION,
9' - 0"
REVIEW OR OBSERVATION OF ANY SYSTEMS OR METHODS OF THE
CONTRACTOR BY THE OWNERS REPRESENTATIVE SHALL RELEIVE
THE CONTRACTOR OF THIS RESPONSIBILITY
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WD. LEDGER
--- -- RISERS TO NOT ALLOW
PASSAGE OF A 4" SPHERE
1-1/4 TREAD (OR 2x12)
10" MIN.
PERMIT APPROVAL STAMPS
RECEIVED
Jul 24 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJ. NO:
24016
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DRAWN BY: Author
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CHECKED BY: Checker
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ISSUE DATE: Issue Date
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SCALE: As indicated
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SECTION &
DETAILS
WINDOW OPENING PREP.
3 3/1, = 1'-0"
16 15 14
13
12
WINDOW HEAD/SILL TRIM
2 3"
11
10
STAIR DETAIL @ LANDING, TYP.2
1 1 1'-0"
8 7 6
5
4
3
2
1
A6.00