|
.�..1,:@.II..:l i.l�l l� -
<br /> a
<br /> FOUNDATION SUBCONTRACTOR NOTE: 24'-0"
<br /> BUILDER MAY CHOOSE TO STEP
<br /> INSTALL 36" HIGH FENCE � 24'-0" FOUNDATION DUE TO VARYING FINISH 14'-6" � 9'-�"
<br /> DOOR fANDING WHERE GRADES AT DIFFERENT UNITS.
<br /> CHANGE IN GRADE EXCEEDS 14'-6" g'_6" FOUNDATION SUBCONTRACTOR TO 3'-6° 4'-5" 0'-7' 4'-2" 5'-4"
<br /> 18" (CODE RE4UIRES GUARD � COORDINATE STEPS IN FOUNDATION
<br /> WHERE GRADE DIFFERENCE IS WALL & FOOTINGS W� BUILDER, 5'_.�" 4'-g" 4'-4°
<br /> 30" OR HIGHER) 6'-3° � 8'-3" 4'-2" 5'-4" STRUCT. DWGS., AND EXISTING GRADE �
<br /> F CONDITIONS C A � � o
<br /> — F —� � K
<br /> ' � � 3068 C° `I' 6-- � � �
<br /> "' � \ _ ���-- ��� � - � I I
<br /> I � - - - � �- -
<br /> � � - - - - - - - -� �N � � ' � 19 ;n � REF. �D.W. � �� �
<br /> i _ � - - - - - - - = � - qg ���� I
<br /> EXTERIOR �NDING � �j C° UNIT NOTES i � � � - ��� �,�����������LI_ �
<br /> 4' x 4' CONCRETE I � - o SEE POWER PLAN SHEETS T CA IN,ET ISU P�IE�; � I -
<br /> SLAB (4" THICK) � BOIIUS � FOR SMOKE DETECTOR � I
<br /> EACH EXTERIOR LOCA710NS (TYP) � � ^ -
<br /> STAIR HANDRAILS � R00111 �t��� � � �
<br /> DOOR (TYP � ALL BELOW SLAB INSULATION I \ � � �� �� � �� 5 O
<br /> SEE SHEET A-4.1 � �� � � 4'-2" 2 11" I � 1�-10 ,x 3 �
<br /> UNITS) 19-O x 11-0 INSTALL R-10 RIGID � I
<br /> \ SEE SHEET A-4.1 SLAB INSULATION TO I = J a O
<br /> FOR STAIR EXTEND 24° INWARD = A r\ \ I v=i 20I6
<br /> � FROM �iHE PERIMETER I - FRAMING O �n �n
<br /> DASHED LINE � EACH C�PI�RtfETfAN—
<br /> OF HEATED AREAS (TYP) H � `j SUBCONTRACTOR I � 2'-2' I� 2 �3 � CARL J. COLSON �- AFZCHITECT PLLC
<br /> SIDE OF STAIRWE — — — INFORMATION (TYP) � _ _ _ _ _ _ _ _ J � � NO CONTINUOUS ��-�� I I r�� `O
<br /> STAIRWELL WALL�ABOVE ABOVOF STAIRS ����--��� �,,��p:ry�llt, STRUCTURAL I � � � ao \ 23623 20�h AVENUE W BOTHELL9
<br /> � LEVEL 2 FINISH F�ooR. � - - �P�►� � CORNERS oF � � a- �- � 20 � WASHINGTON 98021 425 806--3'�03
<br /> SEE LEVEL 2 NOTES. o � � STAIRWAYS. SEE � �N � � - � �
<br /> � I I I � I i � LEVEL 2 PLAN 23 � I � o
<br /> o, � � FOR 45' WALLS � 4'-0 � '�" pN I ;r� �2`r�� � a, �� �—� �� � � �� j
<br /> � � — — — -r� — � � WTR. � STAIR ( I � � � � ra�t_.. �
<br /> : _ � I I � � MECH. LANDINGS � 4'-2° 4' 9" � 10'-6" N 4'-7" � I �
<br /> o r� ��R.
<br /> , , , � N N FURNACE , — pN i �o,-o„ N 4,-,,, � � PROJECT:
<br /> a � � �
<br /> `� � — — - _ . a
<br /> � N — — �,- - - - - � 5 0 - - - - - - - - - �� - - - -- � \
<br /> � 4'-2'� _ 3�-2" �-4" � 1 2�-0" �'-8�� � 16'-8'� � � FRESH � ALIGN FACE OF WALL W/ FACE OF 22 `� 22 ��� �1 ���
<br /> � _ , � 8 qNE� R. CEILI G & W��LLS AT STOR GE�BEI�OW STAIRS 2 � 23 AIR � o BEAM ABOVE A ,n � �
<br /> STAIRS & HANDRAILS � LL EAS ARE TO BE CONCRETE SLAB ON RADE. SEE� o � RETURN cv LINE OF UROPPED BEAM ABOVE. SEE ( O l
<br /> SEE STAIR AND � I STRUC�T. DWGS. FOR S II B, FRAMING & IFOUNGQATION i � � STRUCT. FRAMING DWGS. ' �
<br /> HANDRAIL CONSTRUCTION I �IINFORMATION. BUILDER�TO COORD. FI�I. FLR.IELEVATION I � �7� I i I �� �����, i l
<br /> I � �P ' 7'- 9" 1�111111
<br /> NOTES ON SHEET � W BU} DING SECTION I& CIVIL GRADING PLAN (TYP) I EXTERIOR LANDING 1'—0" 1' 0' — �
<br /> A-4.1(TYP) \ I / / � i � � 4' x 4' CONCRETE _ �o ��-0�� �N
<br /> � r I PROJECTING BAY
<br /> � , I SEE OC�UPANCY SEPAi�ATION NOTES FOR WALL� 3068 SLAB (4" THICK) � � _ UP
<br /> I I CONSTRU,CTION AND Dq�OR CLOSER � 1 � EACH EXTERIOR � '`' THIS WINDOW SEAT AND DECK PROJECT (
<br /> •
<br /> co \ 4'—C" 3' 4"
<br /> BELOW SLAB INSULATION � I APPROX.�`LINE OF DROflPED BEAM ApOVE. SEE F,RAMING DRAWI;N GAS� DOOS (TYP � ALL �� `V � ONLY AT UNITSA�150F� #8LL BELOW � Dl� ���~� ���'°1 ���
<br /> INSTALL R-10 RIGID � ��� �p �� 2° �� / I � _
<br /> 7 \ 4'-2" T / \ 18'-8" II I 1 ETER N I i' �
<br /> SLAB INSULATION TO ' 11
<br /> 7'-8" DASHED LWE INDICATES FACE OF � _ � o OF
<br /> EXTEND 24" INWARD � I �,��� ���+ �`�C�/d�i"�%�t�-� EXTERIOR WALL � UNITS #2, 6, & 11. C° � � � � � 9909 �Y]d 17VeIlUe W
<br /> FROM THE PERIMETER � � — — � — — — —1— — — � J � I � ��L� C�U'` �� '° '� OPEN STAIR RAILING N
<br /> i � SLOPE GAR GE SLAB T�WARD GARAGE , � � � � SEE PARTIAL PLAN FOR WALL FACE @ I � � I I
<br /> OF HEATED AREAS TYP � I I ( � II I o � I - - � G� �� ��'�����1�1�! � � A `'° � '`'
<br /> � � DOOR 3" N. REAR T FRONT) � � �j� SEE SHEET A-4.1 FOR HAND AIL THOSE UNITS � `� �' I I � �
<br /> � o) � o �� /��I� & STAIR CONSTRUCTION I EV�rett� �A 98204
<br /> � � � , I I I I ,�, f , � I \ INFORMATION, SEE SHEET A- .1 WINDOW SEAT W/ HINGED SEAT � I PAIR
<br /> o I � CONCREfE CO�NTROL JdINTS v� � f' (.��,.,J f�+'L�n
<br /> BAY WINDOW i o NI � � �"`�G"`��`''� i, ��"�� � � � I BAY WINDOW ROOF BELOW. I
<br /> THIS WINDOW PROJECTS i� F En� r� I f INSTALL CONC., CONTRC�iI� JOINT� (120 S.F. MAX) PRIC�R TO I 3'-0" 5'-0' I 2668
<br /> FRAMING WALL THESE ,�OINTS /�RE TO BE INSTALLED TO � .r � 6-in-12 ROOF SLOPE `�
<br /> 12" AND DOES NOT o Hall � �o ' MINIMIZE CRAC�`NG OF�ICONCRETE SLABS 1 � �/`'�"�' �b7�� 1� "����� ` � � �26I68 I
<br /> HAVE A FOUNDATION. � \ I � ¢ � � '� � � � � � � CLIENT:
<br /> SEE EXTERIOR ELEVATION � Gara e: F 11 S, aces � � VENT FIREPLACE TO L1v111� 36" HIGH DECK , . . ,
<br /> DRAWINGS �, I � I r� ��� � I ELECT. EXTERIOR AS SHOWN
<br /> i� t 16'-7" Y 12'-2" RAILING" I �RAILING ��DEC'K�, ,
<br /> ' � / c o N c. s�,8 O N I G R A Q�. I 1 � M E T E R � � , � C�v e r e d P o r�: .. , , �, . City Builders NW
<br /> > r`' � S E E P O W E R P L A N 2 6 � . � 4 1 0 1 4 8 t h S t. i V E
<br /> � I SEE OCCUPANCY,SEP�RAT�ON NOTES � THIS SHEET. � � S;�EETS FOR SMOKE ' "' ' " �I �I 26 ', .COVere C l�POrC 1 7 � ^ =
<br /> o� � � FOOTINGS & CON�C. SLiAB� 8 � X 7 � � �
<br /> � I , I � 3 I� DEfECTOR LOCATIONS 2 5 � 1' � 6�=fl�� x 7�-0'� �I ' Arlington WA 98223
<br /> o REFER TO STRUCT R RAWINGS FOR INFO ON ALL O � �T y p� SLOPE TO QRAIN,: ' 25 • , �n
<br /> I � � q � I I I �LOPE�T0�DRAIN �•� i\ �
<br /> � 1�4���FT
<br /> � N � � ( FOOTWGS AND CO C T FLOOR SLABS � : -
<br /> � � I � � ��� ` � DASHED LINED cr� SLOPE DECKING 16 �1/4"/FF. • o
<br /> 16'x7' MTL. OVERH D D OR ON AUTOMATIC OPENER I . AWRY FROM CORNER • 3HEETS FOR , SLOPE DFCKI.N�G �
<br /> PORCH SURFACE I / ASPHALT PAVING � I)� , � � INDICATES LWE OF � ' _�
<br /> BAY ABOVE � UNIT "' 36" �HIGH DECK.WALL . I _OCATIONS (TYP) �'�^AWAY'F�ROM,,CdRNER ' � •
<br /> 1.5" BELOW SLAB � �nt � I ASPHALT PAVING 1" B �LOW SLAB AT GARAGE � � \. � 36'�'.�HIGH D'ECK WAL'L , ,
<br /> � ENTRY HALL N T�N � � DOORS AND MAN DOO�S. SEE SITE PLAN � #15 & #8 � • \ I • ' • .
<br /> l� � � ' '� , '''�. \ � ��.L � ��� � �
<br /> 9�T, 9, 5�� �t I ' SLOP T
<br /> 4'-10" 2 2 \ � I \ � ' 6-in- 2
<br /> o ��� N N 4'-2" � 13'-4" � 5'-0" 1'-6' DASHED LINE INDICATES
<br /> � �" ��� 2�, o � ��'-a" 11
<br /> AREA OF PROJECTING BAY ���� � � � �
<br /> � _ � � 13'-4" 5'-0" 1'-6'
<br /> 9 -� 7'-11" o•` 6'-6" AT UNITS #15 & 8). SEE
<br /> � - 11 COORDINATE ELEVATION OF GARAGE SLAB AT THIS AREA � � �— PARTIAL PLAN FOR UNITS 6'-6"
<br /> , i� �I i _ WITH CIVIL ENGINEERING GRADING DRAWINGS / SITE PLAN � I � 24'-0" N� (#14,11,6, & 2) WITHOUT � -�� � �� � � � ���T
<br /> _ � - PROJECTING BAY 1\7
<br /> SLOPE SLOPE
<br /> � 6-in-12 6-in-12
<br /> _ I _ �—LINE OF PORCH ROOF ABOVE - PORCH ROOF F�AMING (BELOW)
<br /> PORCH ROOF BELOW PRE-ENGINEERED WOOD ROOF LINE OF PORCH ROOF PORCH ROOF FRAMING (BELOW)
<br /> 24'-0" SEE ROOF PLAN COLUMNS BELOW. SEE LEVEL
<br /> � TRUSSES � 24" O.C. SEE PRE-ENGINEERED WOOD ROOF
<br /> FOR INFORMATION) STRUCTURAL ROOF FRAMING DRAWING 1 PLAN FOR INFORMATION TRUSSES � 24" O.C. SEE
<br /> STRUCTURA� ROOF FRAMING DRAWING
<br /> 3
<br /> THIS FLOUR PLAN W/PROJECTINC SIDE BAY OCCURS ONLYAT UNIrS #15 AND #8 THIS FL(�OR PLAN W/OUT PROJE_CTING SIDE BAY
<br /> OCCURS ONLYAT UNITS #14,11,6, & 2
<br /> � �j �( �T ° � � �( /� �T �t������ ���� � � �M1.� ,, r��. ���r ,��-.,, ��,`�
<br /> � �t�1 �1 ��� � � m �JL'J�1L� � � ��� �� � �1��1V � ��1 �1 ��� � � � ���� � � ��� � � � J�l�1 �1 }` n ; Y�, ,-> ;
<br /> y SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION ��� Q � � ��� � � ��� " '`
<br /> PLANS AND ALL FRAMING PLANS (TYP) PLANS AND ALL FRAMING PLANS (TYP) SCALE 1 4" = 1 '-0" , �� � -<- <.� ;
<br /> � ; ,� . , ;_;�,,, .,� f� �
<br /> � �jf'1 �;k�7��IV1�rflP :,? �`� �
<br /> ,_�_� -
<br /> NOTES TO LEVEL 2 FLOOR PLAN � �
<br /> NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE 1� ST�,IRS FROM LIVING AREA TO ENTRY LEVEL / GARAGE
<br /> RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. BELOW. SEE STAIR NOTES ON SHEEI� A-4.1.
<br /> THESE NOTES ARE FOR THE MAIN LEVEL FLOOR PLAN AT ALL UNITS. 1� REFER TO 2006 INTERNATIONAL RESIDENTIAL CODE FOR pERMIT SET I��TIFICATION
<br /> ALL NOTES MAY NOT APPLY TO EACH UNIT. VENTING REQUIREMENTS OF PLUMBING FIXTURES LOCATED ON
<br /> KITCHEN ISLANDS. This set of drawings is being issued as a Permit Set and
<br /> TOILET CLEARANCES SHALL BE 15" FROM CENTER OF FIXTURE TO 16.) PORCH ENCLOSURE - SUPPORT WALLS. BOTH SIDES OF is subject to change and adding of additional drawings
<br /> NOTES TO LEVEL 1 FLOOR PLAN 1� ENTRY PORCH SUPPORT COLUMNS - RE: PreSC�l t1Ve �2f�uirements for Grout-� R OCCU a11CiT : Climate Zone 1 (2��6 ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE WALL TO HAVE EXTERIOR SIDING MATERIAL (W/ CORNER TRIM) or information as required by review by City of Everett
<br /> STRUCTURAL DRAWINGS FOR SIZE OF STRUCTURAL Plan Type C Area Summary � '1 I" � J ` OR END WALL AND COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. OVER 2 LAYERS BUILDING PAPER OVER 2X4 STUDS (!16" OC.). Building Department.
<br /> NOTE: THE TERM "BUILDER" REFERS TO THE POST. COLUMN SURFACE SHALL BE PAINTED 1X WOOD
<br /> ' DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF MATERIAL (OR HARDI-PANEL W. CORNER TRIM) OVER 388 S.F, C�? LEVEL ONE Washin�ton State Ener�y Code) 1� LINE OF TRIM AT COLUMN BASE. REFER TO BUILDING DO NOT USE THIS DRAWING FOR
<br /> GENERAL CONTRACTOR. 2 LAYERS OF BUILDING PAPER OVER 2X FRAMING 783 S.F. � LEVEL TWO � CONCRETE STEPS TO CONCRETE LANDING AT GRADE. ELEVATIONS FOR COLUMN TRIM �ocaTioN. CONSTRUCTION UNLESS THIS DRAWING HAS
<br /> THESE NOTES ARE FOR THE LEVEL 1 FLOOR PLAN AT OVER STRUCTURAL POST. REFER TO EXTERIOR 775 S.F. � LEVEL THREE OPTION GLAZING GLAZING U-FACTOR WALL WALL INT. WALL EXT. SLAS COORDINATE STEP LAYOUT WITH ELEVATION OF FINISH GRADE AT 18,� AREA OF RAISED COUNTERTOP. HEIGHT AND FINISH MATERIAI S A CITY OF EVERETT BUILDING DEPARTMENT
<br /> ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH gUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. 1946 S.F. TOTAL HEATED AREA AREA DOOR CEILING VAULTED ABOVE BELOW BELOW FLOOR ON THIS AREA. SEE STEPS AND STAIR INFO ON SHEET A-4.1. SELECTION BY BUILDER / OWNER. „ »
<br /> UNIT. % OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING GRADE GRADE GRADE GRADE � KITCHEN CABINETS AND COUNTER LAYOUTS BY BUILDER. 1� SINK IN COUNTERTOP OR PEDESTAL SINK IN Pow�ER RooM. APPROVED STAMP UPO�J COMPLETION OF
<br /> AT COLUMNS WHERE STONE IS USED AT COLUMN KITCHEN PLAN SHOWN IS SCHEMATIC ONLY.
<br /> BASE, INSTALL STONE VENEER OVER CEMENT BOARD 405 S.F. GARAGE UNLIMITED USE PEDESTAL SINK WHERE SPACE LIMITATIONS PREVENT THE PERMIT REVIEW PROCESS.
<br /> IV 0.35 Q.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 3. DIRECT VENT GAS FIREPLACE SELECTION BY BUILDER INSTALL
<br /> TOILET CLEARANCES SHALL BE 15" FROM CENTER OF OVER 2 LAYERS OF BUILDING PAPER OVER 2X 62 S.F. LEVEL TWO PORCH � DECK 19.9� ACTUAL --� � �� INSTALLATION OF COUNTERTOP / CABINET. SELECTION BY Do not use for bidding or estirnating purposes unless
<br /> FIXTURE TO ADJACENT WALL OR COUNTERTOP. MIN. % OF GLAZING CALCULATIONS PER ALL APPLICABLE BUILDING AND SAFETY CODES. FIREPLACE � authorized b Owner Develo er. Develo er Builder
<br /> FRAMING / POST. ALL POSTS SHALL BE FLASHED TO MANTLE SELECTION AND INSTALLATION HEIGHT TO BE BY BUILDER. BUILDER DEVELOPER. y � P P �
<br /> 30" CLEAR BETWEEN SIDE OR END WALL AND AVOID WATER PENETRATION WITHIN POST FRAMING Glazin Area 1946 S.F OF HEATED AREA � 20. WIRE sHE�VIN� IN PANTRY - HEIGHT, WIDTH, AND NUMBER shall be responsible for construction crews are supplied
<br /> COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. ENCLOSURE. ALL P05TS ON OR ALONG LINE OF � FIREPLACE TO BE VENTED TO ROOF. INSTALL 5/8" TYPE "X" G.W.B. OF SHELVES TO BE SELECTED BY BUILDER/DEVELOPER. with all approved and most current construction
<br /> PARTY WALL SHALL BE ONE HOUR RATED WITH ONE WINDOW, DOOR, SKYLITE AREA 387 S.F. 387 S.F. OF GLAZING, SKYLITES, 8c DOORS AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. 2� WIDE SILL AT BAY WINDOW PROJECTION. documents.
<br /> � CONCRETE SLAB AT GARAGE. REFER TO LAYER OF 5/8" GYP SHEATHING OVER 2X FRAMING GIJ�,ZING AREA % OF FLOOR AREA �g,g� 387 DIV. BY 1946 S.F. = 19.9� � 8" x 8" TILE HEARTN AT RAISED HEARTH (IF USED ON THIS 2� LOCATION OF FLUE FROM FURNACE BELOW. SEE LEVEL 1
<br /> STRUCTURAL DRAWINGS. OVER STRUCTURAL POST. PLAN TYPE - SEE FLOOR PLANS TO SEE IF HEARTH IS INCLUDED
<br /> � 3" DIAMETER STEEL BOLLARD (CAST-IN-SLAB) PLAN FOR ROUTING OF FURNACE FLUE TO THIS AREA FROM THE
<br /> 1� COLUMN PILASTER. SEE NOTE #11 ABOVE FOR FOR THIS PROJECT). TILE OVER 3/4" PLYWOOD OVER 2X6 JOISTS 1 4-16-08 PLAN B & C ISSUED FOR PERMIT
<br /> � 16" O.C. W/ 2X4 STUDS AT SIDES OF RAISED HEARTH. TILE FURNACE AT BACK WALL OF GARAGE.
<br /> � TO PROTECT FURNACE 8c WATER HEATER FROM AUTO CONSTRUCTION INFORMATION. 2� CORNER OF STAIRWAY OPENING (WITH LEDGE) TO BE AT 45°
<br /> DAMAGE. 1� CORNER OF STAIRWAY OPENING (WITH LEDGE) TO
<br /> � CONCRETE WALKWAY / DRIVEWAY. SELECTION AND HEIGHT OF HEART TO BE BY .
<br /> BE AT 45' ANGLE AS SHOWN. FRAME FLAT LEDGE TO Occupancy Separation Between Gara�e and Furnace &Water Heater in Garage Gas Fire lace 5.) GAS RANGE/OVEN WITH MlCROWAVE ABOVE AND VENTED ANGLE AS SHOWN. FRAME FLAT LEDGE TO BE ABOVE ADJACENT
<br /> 4.) CONCRETE CRACK CONTROL JOINT IN SLAB. BE ABOVE ADJACENT HANDRAILS. p HANDRAILS.
<br /> EXHAUST FAN. WHERE COUNTER COOKTOP IS SPECIFIED, USE
<br /> CONTRACTOR SHALL TOOL JOINT OR SAWCUT IN ALL I�vin� Space COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING GAS FIREPLACE VENTED TO EXTERIO� DOWNDRA�f EXHUAST FAN VENTED PER CODE. SEE PLAN FOR � BUILT-IN SHELVES (PTD. MDO BOARD). HEIGHT AND NUMBER
<br /> THRU ROOF OR SIDEWALL. FIREPLACE OF OF SHELVES DETERMINED BY BUILDER.
<br /> LOCATIONS SHOWN. 5 8" TYPE X G.W.B. (TYP) APPLIANCES PER WSEC (TYPICAL) LOCATION OF WALL OVEN - MICROWAVE.
<br /> � SELECTION BY DEVELOPER (TYP). � WATERPROOF MEMBRANE / TOPPING (SELECTION BY BUILDER)
<br /> � LOCATION OF FLUE PIPE TO SHAFT ABOVE. CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 � PAINTED OR STAINED WOOD STAIR GUARDRAILS AND HANDRAILS. AT COVERFD PORCH DECK. SEE CONSTRUCTION ASSEMBLY NOTES
<br /> COORDINATE WITH MAIN AND UPPER LEVEL FLOOR LAYER ON STICK FRAMING � 16" O.C. OR LESS) INSTALL 3"� (MIN) STEEL PIPE BOLLF,RD FOR REFER TO STAIR NOTES FOR INFORMATION. ON SHEET A-4.1 NR. DATE REVISION
<br /> PLANS. PROTECTION OF WATER HEATER FROM DAMAGE BY CAR AT FIREPLACE ENCLOSURE: 7. 36" HIGH GUARDRAIL AT PORCH DECK. SEE STAIR
<br /> � LOCATION OF INSULATED FURRING WALI p WALLS: 1 LAYER ON COMMON WALLS TO ROOF --� �
<br /> 5 8" TYPE X GYP. BD. AT INTERIOR 2� BUILDER TO SLOPE DECK TO DRAIN (1/4" PER F-f) TO DECK � � � � * � =k � �k �
<br /> SHEATHING 1 LAYER ON WALLS TO SUPPORT IF FURNACE & WATER HEATER ARE INSTALLED AT REAR / GUARDRAIL NOTES FOR GUARDRAIL INFORMATION. GUARDRAIL MAY BE C O P Y R I G H T
<br /> STAIRWELL. THIS WALL IS OFFSET TO ALIGN WITH � SIDES & TOP OF FIREPLACE DRAIN OR GUTTER. HOLD DECK FRAMING DOWN A MIN. OF 1"
<br /> PROTECTED CEILINGS OF GARAGE. BOLT BOLL4RD TO SLAB W/ 6X6 STL. � ) LESS THAN 36" IN HEIGHT IF DECK IS LESS THAN 30" ABOVE
<br /> SURROUND FRAMING. INSTALL BELOW FIN15H FLOOR OF ADJACENT LIVING AREA. COORDINATE These documents,the ideas and designs incorporated herein as an
<br /> FURRING WALL (BELOW STAIR LANDING) ADJACENT TO POSTS AND BEAMS: 1 LAYER PLATE W/ 4 (1/2°�) EXP. ANCHOR BOLTS IN ADJACENT FINISH GRADE.
<br /> BEFORE FIREPLACE IS INSTALLED. PORCH FRAMING W/ STRUCTURAL DRAWINGS. instrument of service and shall remain the property of Carl J.Coison-
<br /> CONCRETE BASEMENT RETAINING WALL. DOOR TO LIVWG AREA: INSTALL 1-3 8" SOLID CORE CONCRETE (MIN 4" EMBEDMENT) � VINYL OR TILE FLOORING AT KITCHEN & BATH. SELECTION BY
<br /> � TYPICAL AT ALL FIREPLACES. 2� TOP OF DECK DRAIN TO 8E FLUSH OR SLIGHTLY BELOW Architect YLLC and are solely for use on the residential project(City
<br /> � LOCATION ( F ELECTRIC MEfER/PANEL AND GAS WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP BUILDER.
<br /> METER. INSTALL PER SAFETY CODES AND WATER HEATER SEISMIC STR,4P - EXPANSION TANK � LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR LEVEL OF DECK WATERPROOFING SURFACE. ROUTE DRAIN PIPE Lights)on 2nd Ave.W,Everett,WA. 'I'hese files may not bz used on
<br /> a REQUIREMENTS OF EACH UTILITY. INSULATION: AT WALLS BETWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF Wall & Lellln�Penetrat1011S INFORMATION. DOWN TNROUGH COLUMN ENCLOSURE (OR EXTERIOR WALL). any other projects nor may they be transmitted electronicaily without
<br /> � OPTIONAL STORAGE AREA BELOW STAIRS. IF THIS HEATED SPACE, INSTALL 2x 6 STUD WALLS (� 16° FLOOR - R-10 PAD UNDER REFER TO 'L003 I.R.C. FOR 1� CONCRETE STEPS AT GRADE. REFER TO CIVIL GRADING PLAN. DISCHARGE PIPE 3° ABOVE SLAB LEVEL TO EXTERIOR. express pernvssion of architect.They are not to be usedby the client or
<br /> AREA IS TO BE USED AS A STORAGE AREA THAT IS REQUIREMENTS FOR ALL 1� CONCRETE WALKWAY � DRIVEWAY. 2� PROVIDE 1.5" DIA. POLY PIPE THROUGH WALL FOR OVERFLOW any other party or entity on this or other projects,in whole or part,or as
<br /> O.C.) W� R-21 BATT INSULATION. AT CEILINGS I�aTt �'all BetWeeri DWelllri U111tS DRAIN. ROUTE OVERFLOW PIPE BETWEEN FRAMING SO THAT PIPE an extension to this project except by agreement in writing with
<br /> ACCESSIBLE FROM GARAGE, INSTALL A 1-3/8" SOLID BETWEEN GARAGE AND HEATED AREAS ABOVE, Y � PENETRATIONS THRU RATED WALLS, 12.) LOCATION OF FIREPLACE FLUE PENETRATION THROUGH UPPER
<br /> CORE DOOR W/ SELF-CLOSER AND WEATHERSTRIP. INSTALL R-30 BATT INSULATION BETWEEN SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR/CEILING, AND CEILING/ROOF. LEVEL ABOVE. CONFIRM FIREP�ACE MANUF. AND CODE DISCHARGES BELOW SURFACE OF ADJACENT ROOF. appropriate fmancial compensation to Carl J.Colson-Architect PLLC
<br /> INSTALL 5�8" TYPE X GWB AT CEILING AND WALLS SCHEDULED JOISTS, INSTALL R-1 C RIGID INSULATION REQUIREMENTS FOR ROUTING OF EXHAUST INTAKE FLUE. 29)• COVERED PORCH SUPPORT COLUMNS. SEE NOTE #1 1 ON Copyright 2008 Car1.1.Colson-Architect YLLC,
<br /> PARTY WALLS BETWEEN ADJACENT DWELLING UNITS. NO � OO
<br /> BENEATH STAIRS AT THIS STORAGE AREA. BUILDER TO BELOW SLAB AT HEATED AREAS. PLUMBING OR MECHANICAL IN PARTY WALLS. 13. 7' HIGH CASED OPENING W PTD. MDO TRIM � SIDES AND LOWER LEVEL PLAN FOR COLUMN ENC SUR�E. CQ ST ��I,0�1.,�,� All rights reserved
<br /> / '��. � � �"� `� :, �:.; :t . � �r
<br /> COORDINATE HEIGHT OF DOOR W/ ALLOWABLE HEAD HEAD. TRIM PROFILES BY BUILDER / TRIM CARPENTER. CONSTRUCT �i��'�:_�+E��_�� ���r�-� t_.6^�-`��-�-
<br /> HEIGHT AREA ONCE THIS AREA IS FRAMED.
<br /> WALL TO THICKNESS SPEC'D ON FLOOR PLAN.
<br /> � LINE OF WALL BELOW AT STAIR STORAGE AREA. � � � � � �
<br /> 1� ENTRY HALL FLOOR MATERIAL TO BE SELECTED PERIVIIT DRAWINGS �
<br /> BY BUILDER. Th�s no'te applies only ta the architectural drawing prepared by Carl J. Colson — The Builder shall be responsible for developing construction details necessary The Arrhitect has not oeen contracted to pzrform Construction Administration �
<br /> Architzct PLLC for Ci+v auilders NW ('the Owner/Developzr/Builder) for the Citv Lights to construct a weatnertight, durable buildinq. services or Construction Observation services for this project and is not Iiable
<br /> single—family rzsidentiai 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 emelope
<br /> > This arohitectural drawing is prepared as a part of the Permit Set of drawinys (along construction of these detail assemblies are the full and complete or details. \
<br /> with structural drawings provided by structural engineer) Tor 'the Owner/Developer/Buildzr responsibility of the Owner/Developer/Builder and these details shall be Thz Owner/Developer�Builder shall be responsible for inspecting and veri"rying ° �
<br /> for this project only. All details, notes, and drawings shown are for Permit purposzs only construct.d pzr manufacturer requirements, buildinq code requirements, and tnat all flashing, wzatherproofing, roofing, and waterproofing details are built o
<br /> and do not constitute the full set of details required to construct this project, accepted Industry Standards for performance. correctly and meet Owner/Devzloper/Builder ❑pproval and ❑cceptzd industry
<br /> . standards before being covered by suosequent construction work. O
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