|
i � , �
<br /> 13'-8° 10'-4" ' ,
<br /> 24'-0"
<br /> 4'-8" � 19'-4" - 3�_8�» ��_9��, 4,_2 .
<br /> C 14'-0" 10'-0" 13'-8"
<br /> LINE OF PROJECTING �
<br /> EXTERIOR LANDING FLOOR BAY ABOVE 6'-11" 6'-9" 3'-7" 0'-9" 1'-4"
<br /> 4' x 4' CONCRETE 16'x7' MTL. OVERHEAD DO R ON AUTOMATIC OPENER I LETTER C
<br /> SLAB (4° THICK) � � ASPHALT PAVING � O "�" O
<br /> EXTERIOR DOOR ASPHALT PAVING 1" BELO SfAB AT GARAGE FURR WALL
<br /> �DOORS AND MAN DOORS. EE SITE PLAN NOTE: r � 20 �5 �OR UPPER D
<br /> THIS FLOOR NTILE ERS LINE OF
<br /> 24" PAST WA L BEL W � "� WALL BELOW CAB NETS
<br /> � N ELEC. � I I 1 + I \ � _ LINE OF WALL BELOW --����', � I _I
<br /> � �
<br /> � I o � � ALL AREAS„ARE TO BE CONCRETE SLAB ON `I � - � a.11t °' O O
<br /> � i� � ''� � � GRADE. SE;� STRUCT. DWGS. FO SLAB, FRAMING I �o �9 I� �n ` � - _
<br /> COORDINATE ELEVATION 1 R -
<br /> � T�HIS �REA WI HBCML ' BUILDERDA�f10 OORD RFINTIOLR. E�EVATION W/ I I � HOI11e 8 _ � �j N O O I �
<br /> 2'-0" ENGINEERWG GRADING/ ` BUILDING R CTION & CIVIL�GRADI�,G PLANS (TYP) � I � O _ T--�.�_
<br /> DRAW�NGS / SITE PLP,N ' SLOPE GARAGE SLAB TOWq4�D GAR/�GE I � r N U fF1C� 6�8� � � � � �KIT�H�N CA�INET -{�- 6, o 0
<br /> -� � � n i n N �y CA�OTI"t-8F 6�FitEIF1S�QFI� _� I N
<br /> DOOR (3" IN. REAR TO RONT) N 6-� x 11 -4 � SHELVES �B`F-� � 6A�1N� - � �o
<br /> \\ ONE �iR. CEILING &�WALLS � CONCRETE ICONTROL JOIN7S � � � � ' r ��� � �.w `�
<br /> � GAS AT S1�ORAGE BELOWi STAIRS � I I � v> I �SU PLIER �
<br /> 30'� IDE SOLID C RE DOOR INSTALL CONC. CONTROL JOINTS (120 S.F. MAX) 0 6'-11" 3'-8° �I 2'-7" � 2' 2" 2 �-3'� a CARL J. COLSON -- ARCHITECT PLLC
<br /> q , PRIOR TO �RAMING WAL45 THESE JOI�NTS ARE TO �E LINE OF PROJEC7WG Z - ,�— o
<br /> � TORAGE W� C�OSER (CUT TO FIT INSTALLED TO MINIMIZ CRACKING OF CONCRETE FLOOR BAY ABOVE 2'-0° � �
<br /> ;r, HELVES ALL04V�. HEIGHT) I� WOOD , S�gS II � l � � 24 � .� N 24 I `�
<br /> DOOR I FRAME AT �STORAGE � APPROX. �+NE OF DRO�PED BEAM ABdVE. I I � = FRAMER SLOPE � ��j��-�i o � 23623 20th AVENUE W BOTHELL�
<br /> LINE QF STAIRS �ABOVE ,SEE STRU�TURAL FRA�IING DRAWINGS 1 I OI � NOTE: THIS CEILING � _ _ 1 �_ n ,�1��_.n 0 WASHINGTON 98021 (425) 806-3'703
<br /> � - STAIR IS THIS AREA SHELV �I
<br /> - - - � �i � - -i co
<br /> � I- I- T - - � - - T - - - - -�- \ OFFSET FROM N 8 rf- o
<br /> ( � 1 ���a�e: G �ull ��7aCes � � STAIR ABOVE
<br /> �� `� j � � PROJECT:
<br /> STO AGE - i
<br /> C' BEL W � I I I' � ( N I LINE OF •
<br /> STAI S (I ( II o CO1NC. SLA� ON C�RADE. , I c� 4'-6" � � �j��� �I STAIR TO � I �
<br /> N - � I `� SE OCCU ANCY SEPARATION NOTES � HIS � - � UPPER ' °
<br /> � � N �I II � � a SH�ET. (� /� � � \ � � i� I � _� FLOOR �
<br /> � ���t Ll hts
<br /> � �' � �
<br /> _ � �- 1-� N FOOTINGS (& COfVC. SLAB: 1 I � C-Z� �,�Iit, lZ`� SC.�p_��.`i-l�l�-b b���'�l1NC�S �>s'> O '' � 23 �TpN I r`' ABOVE �" REF. °' � �
<br /> I REFER TOIISTRUCTURAL DRAWINGS FOR INF�O ONI ������'°-� � � � � � -�
<br /> SE SHEET A-4.1 Y � `� �`- `v
<br /> � - - ALL F�OOTI 'GS AND CONCRETE FLOOR SLAB�S � � s •
<br /> I F0� STAIR � I �'���,�1 0+U �•klh L.t:Gs4"Z��O (!��h1C=f{� C� �t�tJ N�1L �N I �- \ .
<br /> CONSTRUCTION �
<br /> � _ � � SEE OECUf,?ANO� SEPARATION NOTES FOR t � co � - ��� ������
<br /> � .=iN � � IN ORMATION (TYP) WALL ON TR CTION AND DOOR CLOSER � � � � - EXTEND TOP OF I 3 -� - '� 22 1� o � J� �
<br /> � q � � 1 � 71�k� �}Z�,� �����a, �
<br /> � � - - � � � FRESH � � THIS WALL TO � � I
<br /> � AIR o � �
<br /> °' - I � t II ( 1 I �� � RETURN "� UNDERSIDE OF
<br /> � N STAIR ABOVE ��� ' ������
<br /> i I � 3'-8" I II4I-10" � 0'-8" � I o 1 .
<br /> � �' II I N � � � \ UP � _ , O
<br /> ��
<br /> 1
<br /> \ — — — — �`— — — — — — — — — — � 5 I �+�7i'��A�`?�c�Y..�"���d���� ��E�@c�s!�'a�4d�� r7 N N O � Dl� � � li
<br /> STAIR TRASH & - !v��-I. WIF�. ���� �����.���3� �������� 6 i � �P � .
<br /> HANDRAILS -�--r- — RECYCLING � FEI�N�E HTR. � ;�, ;�, 1'-4" N �' ���� 2nC� AVenue �� ,
<br /> SEE SHEET \ 7� � ��� ��� ���'�� �V�
<br /> A-4.1 `J �Verettj W A �g2d� ,
<br /> \ , ���������� �� ��������� :
<br /> \ �P I _ 4 6 3 4 1 1� � �_ .
<br /> � E t� H�Lll o � � LINE OF WALL BELOW � �
<br /> OPEN STAIR RAILING `�
<br /> � CLIENT:
<br /> C° '-6' 3'-4" � 15'-2" I LINE OF PROJECTING 5EE SHEET A-4.1 8�_��� .
<br /> I � FLOOR BAY ABOVE S�TAIRHCO�NSTIRUC ION I O � Cl� BUlLllerS NW
<br /> _ G �
<br /> O B011L1S I SHOEMATION, SEE PAIR N
<br /> ;�, N _ � 2668 { � 0 41014�th St. NE
<br /> � � Room Arlin. ton WA 98223
<br /> 10 o I I � • , 36" H� H DECK � � � �
<br /> VENT FIREPLACE TO G N g
<br /> `V � 14'-4" x 11'-O" � �I EXTERIOR AS SHOWN LiV111� RAILING ,,, , ,'� ; ,
<br /> �c� SEE POWER PLAN SHEETS FOR � � � , „ , „ ' C�O'Vere'C� Parch � . .
<br /> � � I SMOKE DETECTOR LOCATIONS (TYP) �-{ 3 SEE OWER PLAN 26 , „' , ;, ' � ,4 , ' � o �
<br /> � \ I � � " SHEETS FOR SMOKE ' ' ' ' ,
<br /> � 25 �7-4 x 7��0 �� � ;1,
<br /> o I � I o �o \' ;LOPE�O' DRAIN', ' � � ���T ��� � �
<br /> BELOW SLAB INSULATION I DETECTOR LOCATIONS I , / / ;� � �I
<br /> � r� INSTALL R-10 RIGID SLAB INSULATIOfJ TO co �TyP� h �, �
<br /> � - EXTEND 24" INWARD FROM THE " � � � ' 1 6� ��'
<br /> � � � SLOPE, DECKING �
<br /> PERIMETER OF HEATED AREAS (TYP) J _� ;'AWAY F�RQM CORNEIj, � � ��' � .
<br /> 5'-5" 2'-1" ``' �6"�,FiIGH' b��K WALL,, :- ���� � � Kl� � -
<br /> , ' � N
<br /> � I
<br /> o `j 3'-6" 4'-0"� 8'-3° F 8'-3" I � -
<br /> u' � � � � �� � � � ��1 � .
<br /> � -6 PORCH SURFACE 1.5" � � N -I
<br /> 11 i BELOW SLAB � - �
<br /> i i �n rY i i ENTRY HALL �overed i i �
<br /> ;9 I _ /I PO Cil I - Po�ch I -- I C° 4'-4" 5'-6" O 5'-0" 2'-2" 5'-0" -6 1'-4"
<br /> � � � — � � � ' .
<br /> � 24'-0" 29 .,.
<br /> LINE OF PORC� �»�» 6'I 1 1" T 14'-9" �
<br /> ROOF ABOVE � �
<br /> 24'-0" PORCH ROOF BELOW PRECENGI�NEERED WOOD ROOF>
<br /> (SEE ROOF PLAN ..
<br /> FOR INFORMATION) TRUSSES � 24" O.C. SEE ,
<br /> STRUCTURtiL ROOF FRAMING DRAWWG ,� _
<br /> w�
<br /> . � \ e��'��"`�� � X{��i����*��; �, ��
<br /> � ��1 � ��� � 1� e ���� � � �JL� � � � ��� J � ��ld 1L �� � � : ���� � � ��� � � � ��lV � � G; � :��� ;�-,v �� .
<br /> SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION " '
<br /> PLANS AND ALL FRAMING PLANS (TYP) SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION � �s F
<br /> �r��, � �J���J��
<br /> PLANS AND ALL FRAMING PLANS (TYP� 4 ��� -��"���t���rr.� �
<br /> y��
<br /> NOTES TO LEVEL 1 FLOOR PLAN �� ENTRY PORCH SUPPORT COLUMNS - RE: NOTES TO LEVEL 2 FLOOR PLAN ����� �4�����
<br /> STRUCTURAL DRAWINGS FOR SIZE OF STRUCTURAL NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE 1� STAIRS FROM LIVING ARFq TO ENTRY LEVEL / GARAGE
<br /> NOTE: THE TERM °BUILDER" REFERS TO THE POST. COLUMN SURFACE SHALL BE PAINTED 1X WOOD PYESCYl1-�tive Re uirements for Grou R OCCU aY1C Climate Zone 1 2OOC) RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. BELOW. SEE STAIR NOTES ON SHEET A-4.1.
<br /> DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF MATERIAL (OR HARDI-PANEL W. CORNER TRIM) OVER I'lan Type A Area Summary t� CI p p Y ' � THESE NOTES ARE FOR THE MAW �EVEL FLOOR PLP,N AT ALL UNITS. 1� REFER TO 2006 INTERNATIONAL RESIDENTIAL CODE FOR pERMIT SET NOTIFICATION
<br /> GENERAL CONTRACTOR. 2 LAYERS OF BUILDWG PAPER OVER 2X FRAMING 328 S.F. C�? LEVEL ONE WaS�11I1�t011 S�a,te E11er�y �Ode) ALL NOTES MAY NOT APPLY TO EACH UNIT. VENTING REQUIREMENTS OF PLUMBING FIXTURES LOCATED ON
<br /> THESE NOTES ARE FOR THE LEVEL 1 FLOOR PLAN AT OVER STRUCTURAL POST. REFER TO EXTERIOR KITCHEN ISLANDS. This set of drawings is being issued as a Permit Set and -
<br /> ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH 834 S.F. � LEVEL TWO T is sub'ect to chan e and addin of additional drawin s �
<br /> BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. OPTION GLAZING GLAZING U-FACTOR WALL WALL INT. WALL EXT. SLAB �OILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO 16.) PORCH ENCLOSURE - SUPPORT WALLS. BOTH SIDES OF 1 9 9 9
<br /> UNIT. 820 S.F. � LEVEL THREE or information as re uired b review b Cit of Everett
<br /> AT COLUMNS WHERE STONE IS USED AT COLUMN AREA DOOR CEILING VAULTED ABOVF BELOW BELOW FLOOR ON ADJACENT WALL OR COUNTERTOP. MIN. 30° CLEAR BETWEEN SIDE WALL TO HAVE EXTERIOR SIDING MATERIAL (W/ CORNER TRIM) 9 Y Y Y ,
<br /> 1982 S.F. TOTAL HEATED AREA Buildin De artment.
<br /> TOILET CLEARANCES SHALL BE 15" FROM CENTER OF BASE, INSTALL STONE VENEER OVER CEMENT BOARD � OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING GRADE GRADE GF�ADE GRADE OR END WALL AND COUNTERTOP WITH TOILEI� FIXTURE AT MIDPOINT. OVER 2 LAYERS BUILDING PAPER OVER 2X4 STUDS (!16" oc.). DO NOT USE THIS DRAWING FOR
<br /> FIXTURE TO ADJACENT WALL OR COUNTERTOP. MIN. OVER 2 LAYERS OF BUILDING PAPER OVER 2X 476 S.F. GARAGE UNLIMITED 1� LINE OF TRIM AT COLUMN BASE. REFER TO BUILDING
<br /> FRAMING / POST. ALL POSTS SHALL BE FLASHED TO 57 S.F. LEVEL TWO PORCH DECK �� 18.4� ACTUAL 0.35 0.58 0.2a R-38 R-30 R-21 R-21 R-10 R-30 R-10 � CONCRETE STEPS 70 CONCRETE LANDING AT GRADE. ELEVATIONS FOR COLUMN TRIM �ocaTioN. CONSTRUCTION UNLESS THIS DRAWING HAS �
<br /> 30" CLEAR BETWEEN SIDE OR END WALL AND AVOID WATER PENETRATION WITHIN POST FRAMING � COORDINATE STEP LAYOUT WITN ELEVATION OF FINISH GRADE AT 18.� AREA OF RAISED COUNTERTOP. HEIGHT AND FINISH MATERIALS A CITY OF EVERETf BUILDING DEPARTMENT "
<br /> COUNTERTOP WIT�i TOILET FIXTURE AT MIDPOINT. ENCLOSURE. ALL POSTS ON OR ALONG LINE OF � OF GLAZING CALCULATIONS THIS AREA. SEE STEPS AND STAIR INFO ON SHEEf A-4.1.
<br /> r SELECTION BY BUILDER / OWNER. » »
<br /> PARTY WALL SHALL BE ONE HOUR RATED WITH ONE G12L111g AYea. 1982 S.F OF HEATED AREA � KITCHEN CABINETS AND COUNTER LAYOUTS BY BUILDER. 1� SINK IN COUNTERTOP OR PEDESTAL SINK IN POWDER RooM. APPROVED STAMP UPON COMPLETION OF
<br /> � CONCRETE SU�B AT GARAGE. REFER TO LAYER OF 5/£3" GYP SHEATHING OVER 2X FRAMING WINDOW, DOOR, SKYLITE AREA 366 S.F. 366 S.F. OF GLAZING, SKYLITES, & DOORS KITCHEN PLAN SHOWN IS SCHEMATIC ONLY. USE PEDESTAL SINK WHERE SPACE LIMITATIONS PREVENT THE PERMIT REVIEW PROCESS.
<br /> STRUCTURAL DRAWINGS. OVER STRUCTURAL POST. 366 DIV. BY 1982 S.F. = 18.4� � DIRECT VENT GAS FIREPfACE (SELECTION BY BUILDER). INSTALL INSTALLATION OF COUNTERTOP / CABINET. SELECTION BY Do not use for bidding or estimating purposes unless �
<br /> � 3" DIAMETER STEEL BOLLARD (CAST-IN-SLAB) GLAZING AREA � OF FLOOR AREA 18.4%
<br /> 1� COLUMN PILASTER. SEE NOTE #11 ABOVE FOR PER ALL APPLICABLE BUILDING AND SAFETY CODES. FIREPLACE BUILDER DEVEIOPER. authorized b Owner Develo er. Develo er Builder
<br /> TO PROTECT FURNACE & WATER HEATER FROM AUTO CONSTRUCTION INFORMATION. MANTLE SELECTION AND INSTALLATION HEIGHT TO BE BY BUILDER. � y / P P /
<br /> DAMAGE. � 2� WIRE SHELVING IN PANTRY - HEIGHT, WIDTH, AND NUMBER shall be responsible for construction crews are supplied
<br /> 1� CORNER OF STAIRWAY OPENING (WITH LEDGE) TO FIREPLACE TO BE VENTED TO ROOr. INSTALL 5/8" TYPE "X" G.W.B. OF SHELVES TO BE SELECTED BY BUILDER/DEVELOPER. with all a roved and most current construction
<br /> � CONCREfE WALKWAY / DRIVEWAY. BE AT 45' ANGLE AS SHOWN. FRAME FLAT LEDGE TO AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. PP ,;.
<br /> 4.) CONCRETE CRACK CONTROL JOINT IN SLAB. BE ABOVE ADJACENT HANDRAILS. Uccupancy Separation Between Gara�e and Furnace & Water Heater in Gara�e Uas Fireplace � 8" x 8" TILE HEARTH AT RAISED HEARTH (IF USED ON THIS 2� WIDE SILL AT BAY WINDOW PROJECTION. documents. .
<br /> CONTRACTOR SHALL TOOL JOINT OR SAWCUT IN ALL PLAN TYPE - SEE FLOOR PLANS TO SEE IF HEARTH IS INCLUDED 2� LOCATION OF FLUE FROM FURNACE BELOW. SEE LEVEL 1
<br /> LOCATIONS SHOWN. I�ivin� Space COMBUSTION AIR REQUIRED FOR ALL FUEL BURNWG GAS FIREPLACE VENTED TO EXTERIOR PLAN FOR ROUTING OF FURNACE FLUE TO THIS AREA FROM THE � 4-is-os PLAN B & C ISSUED FOR PERMIT
<br /> APPLIANCES PER WSEC (TYPICAL) FOR THIS PROJECT). TILE OVER 3/4" PLYWOOD OVER 2X6 JOISTS
<br /> THRU ROOF OR SIDEWALL. FIREPLACE FURNACE AT BACK WALL OF GARAGE.
<br /> � LOCATION OF FLUE PIPE TO SHAFT ABOVE. 5/8" TYPE X G.W.B. (TYP) SELECTION BY DEVELOPER C� 16" O.C. W/ 2X4 STUDS AT SIDES OF RAISED HEARTH. TILE 2 4-28-08 PLAN A ISSUED FOR PERMIT
<br /> COORDINATE WITH MAIN AND UPPER LEVEL FLOOR �nP)• 2� CORNER OF STAIRWAY OPENING (WITH LEDGE) TO BE AT 45'
<br /> CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 SELECTION AND HEIGHT OF HEARTH TO BE BY BUILDER.
<br /> PLANS. INSTALL 3 � (MIN) STEEL PIPE BOLLARD FOR ANGLE AS SHOWN. FRAME FLAT LEDGE TO BE ABOVE ADJACENT �
<br /> LAYER ON STICK FRAMING @ 16" O.C. OR LESS) 5.) GAS RANGE/OVEN WITH MICROWAVE ABOVE AND VENTED 1
<br /> 6. LOCATION OF INSULATED FURRING WALL C� PROTECTION OF WATER HEATER FROM DAMAGE BY CAR AT FIREPLACE ENCLOSURE: HANDRAILS.
<br /> AIRWELL. THIS WALL IS OFFSET TO ALIGN WITH WALLS: 1 LAYER ON COMMON WALLS TO ROOF �F FURNACE & WATER HEATER ARE INSTALLED AT REAR 5/8" IYPE X GYP. BD. AT INTERIOR EXHAUST FAN. WHERE COUNTER COOKTOP IS SPECIFIED, USE � gUILT-IN SHELVES (PTD. MDO BOARD). HEIGHT AND NUMBER
<br /> SHEATHING / 1 LAYER ON WALLS TO SUPPORT DOWNDRAFT EXHUAST FAN VENTED PER CODE. SEE PLAN FOR
<br /> FURRING WALL (BELOW STAIR LANDING) ADJACENT TO OF GARAGE. BOLT BOLLARD TO SLAB W/ 6X6 STL. (SIDES & TOP) OF FIREPIACE OF OF SHELVES DETERMINED BY BUILDER.
<br /> PROTECTED CEILINGS LOCATION OF WALL OVEN - MICROWAVE.
<br /> CONCRETE BASEMENT REfAINING WALL PLATE W 4 1 2"� EXP. ANCHOR BOLTS IN SURROUND FRAMING. INSTALL � WATERPROOF MEMBRANE / TOPPING (SELECTION BY BUILDER)
<br /> POSTS AND BEAMS: 1 LAYER � � � ) � PAINTED OR STAINED WOOD S1AIR GUARDRAILS AND HANDRAILS.
<br /> � LOCATION OF ELECTRIC METER/PANEL AND GAS DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE CONCRETE (MIN 4'� EMBEDMENT) BEFORE FIREPLACE IS INSTALLED. REFER TO STAIR NOTES FOR INFORMATION. AT COVERED PORCH DECK. SEE CONSTRUCTION ASSEMBLY NOTES NR. DATE REVISION
<br /> METER. INSTALL PER SAFETY CODES AND TYPICAL AT ALL FIREPLACES. ON SHEET A-4.1
<br /> WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP � 36�' HIGH GUARDRAIL AT PORCH DECK. SEE STAIR / � � � � � � ,� � � � �
<br /> REQUIREMENTS OF EACH UTILITY. WATER HEATER SEISMIC STRAP - EXPANSION TANK 2� BUILDER TO SLOPE DECK TO DRAIN (1/4" PER FT) TO DECK C O P Y R I G H T
<br /> 8. oPTIONAL STORAGE AREA BELOW STAIRS. IF THIS Wall & Ceilin Penetrations GUARDRAIL NOTES FOR GUARDRAIL INFORMATION. GUARDRAIL MAY BE
<br /> � INSULATION: AT WALLS BETWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF � LESS THAN 36" IN HEIGHT IF DECK IS LESS THAN 30" ABOVE DRAIN OR GUTTER. HOLD DECK FRAMING DOWN A MIN. OF 1" .
<br /> AREA IS TO BE USED AS A STORAGE AREA THAT IS � FLOOR - R-10 PAD UNDER BELOW FINISH FLOOR OF ADJACENT LIVING AREA. COORDINATE These documents,the ideas and designs incorporated herein as an .
<br /> HEATED SPACE, IN.�TALL 2x 6 STUD WALLS (@ 16" REFER TO 2003 I.R.C. FOR ADJACENT FINISH GRADE,
<br /> ACCESSIBLE FROM GARAGE, INSTALL A 1-3�8" SOLID O.C. W R-21 BATT INSULATION. AT CEILINGS REQUIREMENTS FOR ALL PORCH FRAMING W� STRUCTURAL DRAWINGS. instrument of service and shall remain the property of Carl J.Colson-
<br /> ) � � VINYL OR TILE FLOORING AT KITCHEN & BATH. SELECTION BY Architect YLLC and are solel for use on the residential ro ect Ci '
<br /> GORE DOOR W/ SELF-CLOSER AND WEATHERSTRIP. BETWEEN GARAGE AND NEATED AREAS ABOVE, Party Wall Between Dwellin� Units PENETRATIONS THRU RATED WALLS, BUILDER. 2� TOP OF DECK DRAIN TO BE FLUSH OR SLIGHTLY BELOW Y P � ( ty
<br /> INSTALL 5�8" TYPE X GWB AT CEILING AND WALLS WSTALL R-30 BATT INSULATION BETWEEN SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR�CEILING, AND CEILING/ROOF. � LW� OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR LEVEL OF DECK WATERPROOFING SURFACE. ROUTE DRAIN PIPE Lights)on 2nd Ave. W,F;verett,WA. These files inay not be used on
<br /> BENEATH STAIRS AT THIS STORAGE AREA. BUILDER TO SCHEDULED JOISTS, INSTALL R-10 RIGID WSULATION PARTY WALLS BETWEEN ADJACENT DWELLING UNITS. NO INFORMATION. DOWN THROUGH COLUMN ENCLOSURE (OR EXTERIOR WALL). any other projects nor may they be transmitted electronically without
<br /> COORDINATE HEIGHT OF DOOR VJ/ ALLOWABLE HEAD BELOW SLAB AT HEATED AREAS. PLUMBING OR MECHANICAL IN PARTY WALLS. 1� CONCRETE STEPS AT GRADE. REFER TO CIVIL GRADING PLAN. DISCHARGE PIPE 3" ABOVE SLAB LEVEL TO EXTERIOR. express permission of architect.They are not tv be used by tbe client or
<br /> HEIGHT AREA ONCE THIS AREA IS FRAMED. 28.� PROVIDE 1.5' DIA. POLY PIPE THROUGH WALL FOR OVERFLOW �ny other party or entity on this or other projects,in whole or part,or as
<br /> 1� CONCRETE WALKWAY / DRIVEWAY.
<br /> � LINE OF WALL BELOW AT STAIR STORAGE AREA. DRAIN. ROUTE OVERFLOW PIPE BETWEEN FRAMING SO THAT PIPE an extension to this project except by agreement in writing with
<br /> 10. ENTRY HALL FLOOR MATERIAL TO B`� SELECTED 12.) LOCATION OF FIREPLACE FLUE PENETRATION THROUGH UPPER DISCHARGES BELOW SURFACE OF ADJACENT ROOF. appropriate financial compensation to Cari J.Colson-Architect PLLC
<br /> —� LEVEL ABOVE. CONFIRM FIREPLACE MANUF. AND CODE
<br /> BY BUILDER. 29). COVERED PORCH SUPPORT COLUMNS. SEE NOTE #1 1 ON CopyriDht 2008 Carl J.Colson-Architect PLLC,
<br /> REQUIREMENTS FOR ROUTING OF EXHAUST/INTAKE FLUE. �
<br /> 13. 7' HIGH CASED OPENING W� PTD. MDO TRIM � SIDES AND LOWER LEVEL PLAN FOR COLUMN ENCLOSURE CONSTRUCTION. All rigbts reserved
<br /> HEAD. TRIM PROFILES BY BUILDER / TRIM CARPENTER. CONSTRUCT �+���i� ���w �, � ���
<br /> WALL TO THICKNESS SPEC'D ON FLOOR PLAN. ���';�"�'#'�-C) FCso�' � _�� �����T
<br /> PERMIT DRAWING� � � � � � � �
<br /> This note applies only to the archiiectural drawing prepared by Carl J. Colson — The Builder shall be responsibie for developing construction details necessary The Architect has not been contracted to perform Construction Administration �
<br /> Architect PLLC for Citv Builders NW (the Owner/Developer/Builder) for the Citv Liahts ta construct a weathertight, durable building. services or Construction Observation services for this project and is not liable
<br /> single—family residential development project at 9909 2nd Ave W. Everett, WA. All flashing, weatherproofing, roofing, and waterproofing details and or responsible for determining adequacy of construction of building envelope
<br /> This architec?ural drawing is prepared as a part of the Permit Set of drawings (along construction of these detail assemolies are the full and camplete or details.
<br /> with structural drawinqs provided by structural engineer) for the Owner/Developer/Builder responsibility of the Owner/Developer/Builder and these details shall be The Owner/Developer/Builder shall be responsible for inspecting and verifying ° )
<br /> for this praject only. All details, notes, and drawings shown are for Permit purposes only constructed per manufacturer requirements, building code requirements, and that all flashing, weatherproofinq, roofing, and waterproofing details are built •
<br /> and do not constitute the full set of details required to construct this project. accepted Industry Standards for pzrformance. correctly and mezt Owner/Developer/Builder approval and ❑ccepted industry � ,
<br /> standards before oeing covered by subszquent construction work.
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