|
22'-0°
<br /> 20'-0" 8'-8" 13'-4"
<br /> COORDINATE 6'-8" 13'-4" 2'-9" 5�-11'� 0°-4" 7'-0"
<br /> ELEVATION OF - K
<br /> GARAGE SLAB AT 6'-1 1" � 6'-5"
<br /> THIS AREA WITH
<br /> CIVIL ENGINEERING LINE OF -
<br /> GRADING DRAWINGS 1' 2" � -� OO B�OWN � � i � I I I
<br /> �•
<br /> / SITE PLAN � � _ � - � �� I � �
<br /> � 8�, � \ � '�, , � , � D.W. � .
<br /> � � � i 28 � '� � �
<br /> I I ' , 36," HIGH,DECK�WALL, ,. � �� I K TCF�E G�BINET LA� 0UT I
<br /> - � �- , . �.. , � � ' , �r� - 1
<br /> \ . . ' ,,, , „ . .
<br /> &��I ENSf �f�g'�'-�Uf bE - �
<br /> . , ,
<br /> -� r� � � GAS METER 27 I �.' • ' • • , ' - � C �f�ET-� P� IEf4-
<br /> ��Ta�a���FL-11�Spa;CeS-I-I - - - - - - - - - - - - DECK TO H E 26 CbV�reC� DeC� , � � _ I
<br /> DRAIN & OV RFLOW 25 •.{`�>/`'d•rain) '• ' � I 2 �
<br /> CONC. SLAB ON GRAQE. I I � _ � DRAIN (C00 DINATE � g�_g�� X��_��� Q a, _ ��tG�����1"1 _ 0 -
<br /> � I I o I LOCATION W -r-T-r o
<br /> DASHED LINE I I SEE OCCUPANCY SEPARATION NOTES � TH IS SHEET. _ � �� � � � � ''SLOPE TOWARD, �i_. �� i�-.-- j
<br /> INDICATES LINE OF I ��-} _� ELEC. PdETER FRAMING) „ . - 1 a- 1, - O
<br /> FOOTINGS & CONC. SLAB: -_ C° � � �DRAIN 1 f4"/F�. � � [5 N
<br /> EXTERIOR WALL I o REFER TO STRUCTURAL DRAWINGS FOR INRO ON ALL FOf3�INC�S AND 36" HIGH '• � • \ � ' � I � � - - �
<br /> ABOVE I o I CONCRETE FLOOR SLABS. � � -- _ ��v��� �2� {ry'�,�. ��,-�� �C.6�-�I�-N��� �����hI1�,,1L�� DECK WALL � ' � • ' � � - �- I \
<br /> ALL AREAS ARE TO BE CONCRETE SLABI qN GRADE. 5EE STRUCT. � APPROX. LINE OF � PAIR 2668
<br /> DWGS. FOR SLAB, FRAMING & FOUNDATI INFORMATION. - � DROPPED BEAM ABOVE. J�,,� ��� �-�'����� ��� I�(.L+{� - �_____
<br /> LINE OF ROOF I ry � �'" � ������L7��1 � � 5'-4" 3'-4" ',18 � '�
<br /> ABOVE I BUILDER TO COORD. FIN. FLR. ELEVATIO W/ BUI�N6� �ECTION & SEE STRUCTURAL FRAMING �(�� �
<br /> � I � --� DRAWINGS N - CARL J. COLSON ARCHITECT PLLC
<br /> CIVIL GRADING PLANS (TYP) � 3 f 1 �J� �� ����� �f(�u�,.r{�fL �f-�-C��'..�� � � REF.I �
<br /> ASPHALT PAVING � � � !I I o ( , ►��1- � � . � 23623 20th AVENUE W BOTHELL, •
<br /> ASPHALT PAVING 1':-BECOW SLAB AT GARl�GE ( I l � 1 LINE OF _ 3'-6" �F'� � 3'�4"
<br /> - _ _ _I I _ _ _ _ �� ' -° WASHINGTON 98021 (425) 806--3"703
<br /> _ DOORS�ND�MAN DOORS. SEE SITF PLAN o BEAM �
<br /> � _ BELOW i - __- .
<br /> �� DRIVEWAYI I i EYEBROW
<br /> � SLOP�-G�RAGE SLAB TOWARD GARAGE
<br /> `- I DOOR (3" MIN. -REAF�. TO FRONT) I I ( � ROOF 6 8
<br /> LINE OF I CONCRETE CONTROL JOINTS � � _ BELOW P�t � 20 '`� PROJECT:
<br /> STRUCTURAL INSTALL CONC. CONTROL JOINTS (120 S:FI�IAX) PRIOR I ,--- 1 I
<br /> BEAMS ABOVE. SE TO FRAMING WALLS THESE JOINTS ARE T0� �E INS�AL�ER_ pN • Dl� '"' �
<br /> STRUCTURAL I - EXTERIOR LANDING o � o 0
<br /> DRAWINGS TO MINIMIZE CRACKING OF CONCRETE SLABS _
<br /> I � I � 4' x 4' MIN. � O 2668 `� ��� �� ���
<br /> �0 16'x7' MTL. OVERHEAD DOOR ON AUTOMATICI OPENER '- � �j CONCRETE SLAB (4" � I � �
<br /> I � �� I � -- � � THICK} � EXTERIOR o 4'-8" :- i 5'-10"
<br /> '`' N SEE OCCUPANCY SEPARATION NOTES FOR � � � � � DOOR � � I -
<br /> I WALL CONSTRUCTION AND DOOR CLOSER I_I l � � I � StO�a e ^ • • �
<br /> 6'-0" 4'-10° �2'-4" f o'-10" SLOPING ;� 1' 0' 2'-1" � 6'-9° �8" � 10'-6" �� � � � °.
<br /> „ � - - � S ����. 1
<br /> � � -� ONE HR. CEILING & GRADE LANDSCAPE PAVER o � � _ _ _ _ _ _ _ 5'-10" � 4'-6" � � '
<br /> I I BLOCK STEPS SET IN - .
<br /> � I � 8 WALLS AT STORAGE . � � �
<br /> �j � I I BELOW STAIRS � �o SLOPING GRADE. _
<br /> o I L_-- - - - - - - - - - - - �-f - - - - � �1� �
<br /> I BUILDER TO � � �-- � CASED OPENING ABOVE .
<br /> - � - - �- - � COORDINATE WITH 7'-6" HIGH DN UP ���� �����
<br /> � N CIVIL GRADING PLAN 1'-0" � � 2' o" 2' 10' '� 4'-2" '
<br /> -� � ��._ MECH. _ � 22 13 '
<br /> I I �I I I 1
<br /> �{�, FURNACE � o � 23 °Jj a,
<br /> N I I I �I I � A ' _
<br /> r`' �, w�Noow H�o 9909 2nd Avenue W
<br /> E�t� � �I I �I I I "' I ��N ,, � ^� � LANDINGBOVE �verett, WA 98204
<br /> I 3068 1 O � - - L �- - � ENTRY PORCH OPEN STAIR RAILING „� � �
<br /> � �' P rch � _� SEE SHEET A-4.1 � � ROOF BELOW (OR HALF WALL) 36" HIGH �� o
<br /> � I r E'Iltr H� I I _ I � FOR STAIR o B AM OF 4 � .- �
<br /> 3 _ - o� � � CONSTRUCTION � o B E L O W N � ' CLIENT:
<br /> I � d- � � I _ A R T _ _ INFORMATION (TYP) _� _� 3 -
<br /> I � � � � HELF � r� r
<br /> - � � PORCH SURFACE I I I � STAIR HANDRAILS � � �T�y�
<br /> 4'-0" 1.5" BELOW SLAB _ N � I SEE SHEET A-4.1 � � �\`S'' � � Cl� ��d�rS LV W .
<br /> � ENTRY HALL UP - 1 1�" N SEE SHEET A-4.1
<br /> N 2 -4 1'-4" '- 4'-2" � LWE OF 2 FOR HANDRAIL & 410148th St. 1V�
<br /> � - � COLUMN STAIR CONSTRUCTION
<br /> 5'-10" 8" 1, 82° 3'-0" 5'-112» UP � 2'-10" � BELOW �P HORMA�TION, SEE Arlington, W1190223 .
<br /> � I1'-2�' 3'-5" A -
<br /> 3'-5-" `�
<br /> � 2 10" 4'-6"
<br /> O Llvin� u P � O
<br /> BOTILIS R00111 � � PORCH ROOF FRAMING 14�-ZO�� x 14�-6°
<br /> CO ���������������� ��'������� (BELOW) SEE POWER PLAN
<br /> 16'-8° x 10'-6" � 4'-22 I ����� ������� �,������� PRE-ENGINEERED � ��� ��� � �
<br /> cv SHEETS FOR SMOKE
<br /> _ SEE POWER PIAN SHEETS FOR � ��� ��� ���o�� - WOOD ROOF TRUSSES DETECTOR LOCATIONS �9 - - 1 ��
<br /> SMOKE DETECTOR LOCATIONS (TYP) � � j' � 24" O.C. SEE �nP� 8 - � j'
<br /> i F i �l������'�� ��' �'���'(��5� -- -
<br /> �, BELOW SLAB INSULATION � o, � r FRAM NG RDRAWOOF -\ I � o ��y,� -P� � � � f
<br /> \\\ / �
<br /> INSTALL R-10 RIGID SLAB INSULATION TO � � ��
<br /> o � EXTEND 24'� INWARD FROM THE I i� `� �
<br /> i o PERIMETER OF HEATED AREAS (TYP) I -- •
<br /> � � � � � � �J��
<br /> �" LWE OF PROJECTING FLOOR BAY ABOVE � �
<br /> � SHELF � WINDOW SILL HEIGHT �
<br /> � O .
<br /> SLOPWG
<br /> GRADE�- O - - - � 6'-0". � 6'-0" 3'-6" 2'-4"
<br /> FOUNDATION SUBCONTRACTOR NOTE:
<br /> 8'-1" 11'-11" COORDINATE ALL STEPS IN 2'-2" 12'-0" 5'-10"
<br /> FOUNDATION FOOTINGS & NJALL W/
<br /> 17'-2" 2'-10" BUILDER (FOR REAR AND END WALL)
<br /> PRIOR TO BEGINNING WORK
<br /> 20'-0" � � Y
<br /> � �L�1 � ��� � � . �llJ V � � � ��� � � � �L�� 3.
<br /> �_.. :.::
<br /> SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION ' r'`�� � '�� t ��� � �� •
<br /> � , r
<br /> t� S� � 2r r r�_� �` :
<br /> PLANS AND ALL FRAMING PLANS (TYP) `� � E :
<br /> � �1�1�1 JL �1 � � � : �� V � � � ��� � � � ��1�! > .
<br /> NOTES TO LEVEL 2 FLOOR PLAN ` ��r a �� �`������'''
<br /> SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION �� STAIRS FROM LIVING AREA TO ENTRY LEVEL / GARAGE s �}' r���ww�H���f=��
<br /> NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE BELOW. SEE STAIR NOTES ON SHEET A-4.1.
<br /> PLANS AND ALL FRAMING PLANS (TYP) RESPONSIBILITY (NCLUDES THAT OF GENERAL CONTRACTOR. 1� REFER TO 2006 INTERNATIONAL RESIDENTIAL CODE FOR �
<br /> Plan T e D Area Summa�r Prescriptive Requirements for Group R Occupancy : Climate Zone 1 (2006 THESE NOTES ARE FOR THE MAIN LEVEL FLOOR PLAN AT ALL UNITS. VENTING REQUIREMENTS OF PLUMBING FIXTURES LOCATED ON
<br /> NOTES TO LEVEL 1 FLOOR PLAN 1� ENTRY PORCH SUPPORT COLUMNS - RE: Y� yJ ALL NOTES MAY NOT APPLY TO EACH UNIT. KITCHEN ISLANDS.
<br /> NOTE: THE TERM "BUILDER" REFERS TO THE STRUCTURAL DRAWINGS FOR SIZE OF STRUCTURAL 367 S.F. � LEVEL ONE Washin�ton State Ener�y Code) 16.) PORCH ENCLOSURE - SUPPORT WALLS. BOTH SIDES OF PERMIT SET, NOTIFICATI01�
<br /> POST. COLUMN SURFACE SHALL BE PAINTED 1X WOOD TOILET CLEARANCES SHALL BE 15 FROM CENTER OF FIXTURE TO
<br /> DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF 759 S.F. C�? LEVEL TWO WALL TO HAVE EXTERIOR SIDING MATERIAL (W/ CORNER TRIM) This set of drawings is being issued as a Permit Set ar�d
<br /> GENERAL CONTRACTOR. MATERIAL (OR HARDI-PANEL W. CORNER TRIM) OVER 775 S.F. � LEVEL THREE OPTION GLAZING GLAZING U-FACTOR WALL �NALL INT. WALL EXT. SLAB ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE OVER 2 LAYERS BUILDING PAPER OVER 2X4 STUDS (!16" OC.). is sub'ect to chan e and addin of additional drawin s '
<br /> 2 LAYERS OF BUILDING PAPER OVER 2X FRAMING AREA DOOR CEILING VAULTED ABOVE BELOW BELOW FLOOR ON OR END WALL AND COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. � g � g
<br /> THESE NOTES ARE FOR THE LEVEL 1 FLOOR PLAN AT 1901 S.F. TOTAL HEATED AREA 17. LINE OF TRIM AT COLUMN BASE. REFER TO BUILDING
<br /> OVER STRUCTURAL POST. REFER TO EXTERIOR % OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING GRADE GRADE GRADE GRADE � or information as required by review by City of Everett
<br /> ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH ELEVATIONS FOR COLUMN TRIM LOCATION. Buildin De artment.
<br /> BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. 1. CONCRETE STEPS TO CONCRETE LANDING AT GRADE. 9 p '
<br /> UNIT. 412 S.F. GARAGE UNLIMITED -� 18,) AREA OF RAISED COUNTERTOP. HEIGHT AND FINISH MATERIALS
<br /> AT COLUMNS WHERE STONE IS USED AT COLUMN IV 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 COORDINATE STEP LAYOUT WITH ELEVATION OF FINISH GRADE AT - DO NOT USE THIS DRAWING FOR
<br /> 65 S.F. LEVEL TWO PORCH / DECK 19.7% ACTUAL SELECTION BY BUILDER OWNER.
<br /> TOILEf CLEARANCES SHALL BE 15" FROM CENTER OF BASE, INSTALL STONE VENEER OVER CEMENT BOARD THIS AREA. SEE STEPS AND STAIR INFO ON SHEET A-4.1. � CONSTRUCTION UNLESS THIS DRAWING HAS
<br /> OVER 2 LAYERS OF BUILDING PAPER OVER 2X . % OF GLAZING CALCULATIONS 1� SINK IN COUNTERTOP OR PEDESTAL SINK IN POWDER ROOM. •
<br /> FIXTURE TO ADJACENT WALL OR COUNTERTOP. MIN. � KITCHEN CABINETS AND COUNTER LAYOUTS BY Bui��ER. A CITY OF EVERETT BUILDING DEPARTMENT
<br /> FRAMING / POST. ALL POSTS SHALL BE FLASHED T� Glazln� Area 1901 S.F OF HEATED AREA USE PEDESTAL SINK WHERE SPACE LIMITATIONS PREVENT
<br /> 30" CLEAR BETWEEN SIDE OR END WALL AND KITCHEN PLAN SHOWN IS SCHEMATIC ONLY. ,> »
<br /> AVOID WATER PENETRATION WITHIN POST FRAMING WINDOW, 375 S.F. OF GLAZING, SKYLITES, & DOORS 3. DIRECT VENT GAS FIREPLACE (SELECTION BY BUILDER . INSTALL INSTALLATION OF COUNTERTOP / CABINET. SELECTION BY APPROVED STAMP UPON COMPLETION OF
<br /> COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. DOOR, SKYLITE AREA 375 S.F, � )
<br /> ENCLOSURE. ALL POSTS ON OR ALONG LINE OF 375 DIV. BY 1901 S.F. = 19.7� PER ALL APPLICABLE BUILDING AND SAFEiY CODES. FIREPLACE eui��ER/�EVE�oPER. THE PERMIT REVIEW PROCESS.
<br /> PARTY WALL SHALL BE ONE HOUR RATED WITH ONE GLAZING AREA � OF FLOOR AREA 19.7% MANTLE SELECTION AND INSTAL�ATION HEIGHT TO BE BY BUILDER. 2� WIRE SHELVING IN PANTRY - HEIGHT, WIDTH, AND NUMBER
<br /> � CONCRETE SLAB AT GARAGE. REFER TO Do not use for bidding or estimating purposes unless
<br /> STRUCTURAL DRAWINGS. LAYER OF 5/8" GYP SHEATHING OVER 2X FRAMING FIREPLACE TO BE VENTED TO ROOF. INSTALL 5/8" TYPE "X" G.W,B. OF SHELVES TO BE SELECTED BY BUILDER/DEVELOPER. authorized b Owner Develo er. Develo er Builder
<br /> OVER STRUCTURAL POST. AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. 2� WIDE SILL AT BAY WINDOW PROJECTION. y / p p /
<br /> � 3" DIAMETER STEEL BOLLARD (CAST-IN-SLAB) shall be responsible for construction crews are supplied
<br /> TO PROTECT FURNACE 8c WATER HEATER FROM AUTO 1� COLUMN PILASTER. SEE NOTE #11 ABOVE FOR � 8" x 8" TILE HEARTH AT RAISED HEARTH (IF USED ON THIS 22. LOCATION OF FLUE FROM FURNACE BELOW. SEE LEVEL 1 with all approved and most current construction
<br /> CONSTRUCTION INFORMATION. PLAN TYPE - SEE FLOOR PLANS TO SEE IF HEARTH IS INCLUDED PLAN FOR ROUTING OF FURNACE FLUF TO THIS AREA FROM THE
<br /> DAMAGE. documents. ;�
<br /> 3. CONCRETE WALKWAY DRIVEWAY. �� CORNER OF ST�IRWAY OPENING (WITH LEDGE) TO Occupancy Separation Between Garage and Furnace &Water Heater in Gara�e Gas Fireplace FOR THIS PROJECT). TILE OVER 3/4" PLYWOOD OVER 2X6 JOISTS FURNACE AT BACK WALL OF GARAGE,
<br /> -� � BE AT 45' ANGLE AS SHOWN. FRAME FLAT LEDGE TO �vin S ace COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING GAS FIREPLACE VENTED TO EXTERIOR � 16" O.C. W/ 2X4 STUDS AT SIDES OF RAISED HEARTH. TILE 2� CORNER OF STAIRWAY OPENWG (WITH LEDGE) TO BE AT 45°
<br /> 4.) CONCRETE CRACK CONTROL JOINT IN SLAB. BE ABOVE ADJACENT HANDRAILS. � p ANGLE AS SHOWN. FRAME FLAT LEDGE TO BE ABOVE ADJACENT 1 4-ts-os PLAN B & C ISSUED FOR PERMIT .
<br /> CONTRACTOR SHALL TOOL JOINT OR SAWCUT IN ALL 5 8" TYPE X G.W.B, (TYP) APPLIANCES PER WSEC (TYPICAL) TNRU ROOF OR SIDEWALL. FIREPLACE SELECTION AND HEIGHT OF HEARTH TO BE BY BUILDER.
<br /> LOCATIONS SHOWN. / SELECTION BY DEVELOPER (TYP). ) HANDRAILS.
<br /> CEILINGS: 1 IAYER ON ALL TRUSSES AND TJI's (1 5. GAS RANGE/OVEN WITH MICROWAVE ABOVE AND VENTED 24 BUILT-IN SHELVES 2 4-28-OS PLAN A ISSUED FOR PERMIT
<br /> 5. LOCATION OF FLUE PIPE TO SHAFT ABOVE. INSTALL 3"� (MIN STEEL PIPE BOLLARD FOR EXHAUST FAN. WHERE COUNTER COOKTOP IS SPECIFIED, USE � (PTD. MDO BOARD). HEIGHT AND NUMBER
<br /> --� LAYER ON STICK FRAMING � 16" O.C. OR LESS) � OF OF SHELVES DETERMINED BY BUILDER. •
<br /> COORDINATE WITH MAIN AND UPPER LEVEL FLOOR WALLS: 1 LAYER ON COMMON WALLS TO ROOF PROTECTION OF WATER HEATER FROM DAMAGE BY CAR AT FIREPLACE ENCLOSURE: DOWNDRAF� EXHUAST FAN VENTED PER CODE. SEE PLAN FOR 3 5-5-08 PLAN D ISSUED FOR PERMIT
<br /> PLANS. IF FURNACE & WATER HEATER ARE INSTALLED AT REAR 5/8" TYPE X GYP. BD. AT INTERIOR LOCATION OF WALL OVEN - MICROWAVE. � WATERPROOF MEMBRANE / TOPPING (SELECTION BY BUILDER)
<br /> � LOCATION OF INSULATED FURRING 4VALL � SHEATHING / 1 LRYER ON WALLS TO SUPPORT OF GARAGE. BOLT BOLLARD TO SLAB W 6X6 STL. (SIDES & TOP) OF FIREPLACE � PAINTED OR STAINED WOOD STAIR GUARDRAILS AND HANDRAILS. AT COVERED PORCH DECK. SEE CONSTRUCTION ASSEMBLY NOTES
<br /> PROTECTED CEILINGS / SURROUND FRAMING. INSTALL REFER TO STAIR NOTES FOR INFORMATION. ON SHEET A-4.1
<br /> STAIRWELL. THIS WALL IS OFFSET TO ALIGN WITH PLP,TE W 4 (1/2"9) EXP. ANCHOR BOLTS IN
<br /> � POSTS AND BEAMS: 1 LAYER BEFORE FIREPLACE IS INSTALLED. � 36" HIGH GUARDRAIL AT PORCH DECK. SEE STAIR / 2� BUILDER TO SLOPE DECK TO DRAIN (1/4" PER FT) TO DECK
<br /> rURRING WALI (BELOW STAIR LANDING) ADJACENT TO DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE CONCRETE (MIN 4" EMBEDMENT) NR. DATE REVISION
<br /> CONCRETF BASEMENT RETAINING WALL. WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP TYPICAL AT ALL FIREPL4CES. GUARDRAIL NOTES FOR GUARDRAIL INFORMATION. GUARDRAIL MAY BE DRAIN OR GUTTER. HOLD DECK FRAMING DOWN A MIN. OF 1"
<br /> � LOCATION OF ELECTRIC METER/PANEL AND GAS WATER HEATER SEISMIC STRAP - EXPANSION TANK LESS THAN 36" IN HEIGHT IF DECK IS LESS THAN 30" ABOVE BELOW FINISH FLOOR OF ADJACENT LIVING AREA. COORDINATE
<br /> METER. INSTALL PER SAFETY CODES AND INSULATION: AT WALLS BETWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF `�� & Ceilin�Penetrations ADJACENT FINISH GRADE. PORCH FRAMING W/ STRUCTURAL DRAWINGS.
<br /> *C*O*P*Y�`R*I*G*H*T*
<br /> REQUIREMENTS OF EACH UTILITY. FLOOR - R-10 PAD UNDER � VINYL OR TILE FLOORING AT KITCHEN & BATH. SELECTION BY 2� TOP OF DECK DRAIN TO BE FLUSH OR SLIGHTLY BELOW These documents,the ideas and designs incorporated herein as an �
<br /> HEATED SPACE, INSTALL 2x 6 STUD WALLS (Q 16" REFER TO 2003 I.R.C. FOR BUILDER. LEVEL OF DECK WATERPROOFING SURFACE. ROUTE DRAIN PIPE j
<br /> � OPTIONAL STORAGE AREA BELOW STAIRS. IF THIS O.C.) W/ R-21 BATI� INSULATION. AT CEILINGS REQUIREMENTS FOR A�L instrument of service and shall remain the property of Carl J.Colson- .
<br /> � LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR DOWN THROUGH COLUMN ENCLOSURE (OR EXTERIOR WALL),
<br /> AREA IS TO BE USED AS A STORAGE AREA THAT IS BET4VEEN GARAGE AN D HEATED AREAS ABOVE, PaTty Wall BetWeell DWelliri�UriltS PENETRATIONS THRU RATED WALLS, „ Architect P1,LC and are solely for use on the residential project(City
<br /> INFORMATION. DISCHARGE PIPE 3 ABOVE SLAB LEVEL TO EXTERIOR.
<br /> ACCESSIBLE FROM GARAGE, INSTALL A 1-3/8" SOLID INSTALL R-30 BATT INSULATION BETWEEN � � Lights)on 2nd Ave.W,Everett, WA. These files may not be used on
<br /> SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR CEILING, AND CEILING ROOF. 10.� CONCRETE STEPS AT GRADE. REFER TO CIVIL GRADING PLAN. 2� PROVIDE 1.5" DIA. POLY PIPE THr�OUGH WALL FOR OVERFLOW
<br /> CORE DOOR W/ SELF-CLOSER AND WEATHERSTRIP. SCHEDULED JOISTS, INSTALL R-10 RIGID INSULATION any other projects nor may they be transmitted electronically without
<br /> PARTY WALLS BETWEEN ADJACENT DWELLING UNITS. NO 1� CONCRETE WALKWAY / QRIVEWAY. � DRAIN. ROUTE OVERFLOW PIPE BETWEEN FRAMING SO THAT PIPE
<br /> INSTALL 5/8" TYPE X GWB AT CEILING AND WALLS BELOW SLAB AT HEATED AREAS. PLUMBING OR MECHANICAL IN PARTY WALLS. express pernlission vf architect.They are not to bc used by the client or .
<br /> BENEATH STAIRS AT THIS STORAGE AREA. BUILDER TO 12.) LOCATION OF FIREPLACE FLUF PENETRATION THROUGH UPPER DISCHARGES BELOW SURFACE OF ADJACENT ROOF. any other party or entity on this or other projects,in whole orpart,or as
<br /> LEVEL ABOVE. CONFIRM FIREPLACE MANUF. AND CODE 29). COVERED PORCH SUPPORT COLUMNS. SEE NOTE #11 ON
<br /> COORDINATE HEIGHT OF DOOR W/ ALLOWABLE HEAD LOWER LEVEL PLAN FOR COLUMN ENCLOSURE CONSTRUCTION. an extension to this project except by agreement in writing with
<br /> HEIGHT AREA ONCE THIS AREA IS FRAMED. REQUIREMENTS FOR ROUTING OF EXHAUST/INTAKE FLUE. approp:iate financial compensation to Carl J.Colson-Architect PLLC
<br /> 13. 7' HIGH CASED OPENING W PTD. MDO TRIM � SIDES AND
<br /> � LINE OF WALL BELOW AT STAIR STORAGE AREA. Copyright 2008 Carl J.Colson-Architect PLLC,
<br /> 1� ENTRY HALL FLOOR MATERIAL TO BE SELECTED HEAD. TRIM PROFILES BY BUILDER / TRIM CARPENTER. CONSTRUCT All rig�ts reserved �
<br /> BY BUILDER. �, , - �-� .--•-�� �-,--r
<br /> WALL TO THICKNESS SPEC D ON FLOOR PLAN.
<br /> ��; i � i. � �.
<br /> C`t'�'-\,';��1'1'°�` � i(�. ' , .��1�
<br /> PERMIT DRAWINGS � � � � � � � �� � � -
<br /> This note applies only to the arcnitectural drawing prepared by Carl J. Colson - ine Builder shall be responsible for developing construction details necessary The Architect has not been contracted to perform Construction Administration y' � '
<br /> Architect PLLC for Citv Builders NW (the Owner�Developer�Builder� for the C� Lights to construct a weathertight, durablz building. service� or Construction Observation services for this praject and is not liaole �
<br /> single-family residential development project at 9909 2nd Ave W. Evereft WA. All flashing, weatherproofing, roofing, and waterproofing details and or responsible far dztermining adequacy of construction of building envelope "
<br /> This architzcturai drawing is prepared as a part of the Permit Set of drawings (along construction of these detail assemblies are the full and complete or details.
<br /> with structural c'rawings providzd by structural engineer) for the Owner/Developer/Bui�der responsioility of the Owner�Developer/Builder and these details shall be The Owner/Developer/Builder shall be responsible for inspecting and verifying )
<br /> for this projzct onlv, All details, notes, and drawings shown are for Permit purposes only constructed per manufacturer requirements, building code requirements, and that all flashing, weatherproofing, roofing, and waterproafing details are built
<br /> and do nat canstitute the full set of details required to constnact this project. accepted Industry Standards for performance. correctly and meet Owner��eveloper�Builder ❑pproval ❑nd ❑cczpted industry �
<br /> standards before being covered by subsequent construction work. O
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