|
23'-0"
<br /> � � 23'-0„ I 4'-9" 5'-9" � 6'-3„ I �, 3,�
<br /> 9'-6" 13'-6�� 10'-6" ��-2�� 1 1'-4„
<br /> 3' x 4' CONC. SLAB � LANDING � � F
<br /> 16'x7' MTL OVERHEAD DOOR ON (1" BELOW GARAGE SLAB) O � �
<br /> AUTOMATIC OPENER . � � �
<br /> i I
<br /> � r ASPHALT PAVING COORDINATE ELEVATIO�OF / _ � ^ "
<br /> � ASPHALT PAVING 1" BELOW SLAB AT GARAGE� t-I GARAGE SLAB AT THIS REA � �� I _ � o
<br /> DOORS AND MAN DOORS. SEE SITE PLAN o WITH CIVIL ENGINEERINd 3068 � r J a�� W- - - ^� / �
<br /> � I �I GRADING DRAWINGS / �ITE N I / '�
<br /> �, � 2- Car Gara�e � o� PLAN � � REF. ,
<br /> � / I ZI �N FOOTINGS & CONC. SLAB: �o �����e� D1I11,-,". F
<br /> I 1 FULI SPACE, 1 COMP. SPACE. I REFER TO STRUCTURAL I 1�
<br /> / I CONC. SLAB ON GRADE. I �) � DRAWINGS FOR INFO 0� ALL r\ / OID '- " ' "
<br /> FOOTINGS AN� CONCR E
<br /> � /, � SLOPE GARAGE SLAB TOWARD GARAGE( o� FLOOR SLABS ( N / ' ��" - �" 9�_���� 3'-8" 4'-1"
<br /> I DOOR (3" MIN. REAR TO FRONT) I c�I 18'-5" I � 4'-1" � � �
<br /> I CONCRETE CONTROL JOINTS I � I G S o I
<br /> B I INSTALL CONC. CONTROL I I 3068 / M TER _ �
<br /> O JOINTS (� LOCATIONS SHOWN) PRIOR � o � i FLAT
<br /> SURFACE 48"
<br /> ( TO FRAMING WALLS I � I N ABOVE FLOOR
<br /> � z�-2�� �-6�� CARL J. COLSON — ARCHITECT PLLC
<br /> I THFSE JOINTS ARE TO BE WSTALLED T I � � �{1����► �'�J�.,�it)�� G�����jtji�.S � o j `��6� I Q -
<br /> I MINIMIZE CRACKING OF CONCRETE SL,4B� I DR�OPP CON ROL JOINT I = / M ER ���1�I ��'L.� ��'� _ I�� r N m - �P 23623 20th AVENUE W BOTHELL� .
<br /> ' - - - - - - - - - - - ' — - - - - - - - � � - - -�i� �i;tk-'7r�� � �"l�!-� )� �..�t�u ;,, P�,NT,R I ���, o �
<br /> � , ^� WASHINGTON 98021 (425) 806-3'703
<br /> N - - - - - - - - -� � - -- - - - - - � UP "� e`7�? ���'V��,1�.���flCl� f�Jr�- �'' �� 1 �''" - / 5'-4" 3'-�" N I � 6'-9' = - �iN
<br /> T o io rn
<br /> � — — — — — — — — — — — –F-, — - - — — — — — / � I I I
<br /> N I ALL AREAS ARE TO BE CONCRETE SLAB I Q � � SEE SHEET A-4.1 I � � ��cV � N N ,�
<br /> ON GRADE. SEE STRUCT. DWGS. FOR � cOj FOR STAIR � _ _ 9 .�y � � � �"� � � �
<br /> I SLAB, FRAMING & FOUNDATION I N �� CONSTRUCTION � '�N o o ����(1.. 1�-J�� �1-���� ��"' ! SHELVES / I =i � � StO� e PR�JECT:
<br /> I INFORMATION. � INFORMATION (TYP) _ � _
<br /> BUILDER TO COORD. FIN. FLR. I I o �n N � CO ___L_ 3 r- �
<br /> � I ELEVATION W/ BUILDING SECTION & I � ONE HR. CEILING & I -� N
<br /> FLUE IN I CIVIL GRADING PLANS (TYP) I WALLS AT STORAGE `�' - =� �I -,4-, 4 I I � ��cv • �T o
<br /> EXTERIOR 5 I _ __ _BELOW STAIRS_ � o � �� ��-- N ��t �/ �� ���
<br /> � � ' LINE OF PROJECTWG FLOOR ABOVE � I o I I ' 1
<br /> WALL `�' / / i ;�, �n �r _ ;�, i _ e
<br /> ��I 30" WIDE SOLID CORE DOOR W/ � I / / - - - J
<br /> � ���CLOSER (CUT TO FIT ALLOW. HEIGHT) � / o "' 1'-4° T -r� � � I � ° '
<br /> ��IN WOOD FRAME AT STORAGE � ^ I I I I � UP � J 5'-4" 3'-2" 4'-1° �
<br /> � � �6, 9» 2' 2" �, 6, I D � Si�� l������
<br /> I \\\\ I � , `° 5 -1 � 4'-5" �
<br /> ����\ 9_�� �I� I I I (, 4'-1" FLUE IN EXTERIOR WALL ''� THIS WINDOW IS THE �
<br /> � j' • ���–o- — — —I— — — 22 DN "� 23 � SAME WINDOW SHOWN
<br /> .
<br /> � N I � `�`x,�� 4 a � / pN ON LEVEL 1 PLAN ���������
<br /> \v � �o SEE SHEET A-4.1 FOR STAIR RAISED FLOOR � THIS
<br /> I ' CONSTRUCTION INFORMATION �"� / AREA TO ALLOW FOR
<br /> WTR. MECH. � � o � �.,;������`�.��,������e� ����°����� � � STAIR HEADROOM CLEARANCE
<br /> HTR. FURNACE � � � I � I - - - . GAS FIREPLACE W/ TOP VENT. � � HANDRAILS AT STAIRS BELOW 9909 211d AVe111�e W
<br /> I / � = N _ - / ����� ��������� �������� o O BUILDER MAY VENT THRU SIDE WALL � j SEE SHEET /
<br /> � ��� P1I�� ���,�� � (W/ VENT IN ENCLOSED SOFFIT �
<br /> Everett WA 98204
<br /> LINE OF RIGID / � I �� 2668 � �IN o A-4.1 '
<br /> � BELOW SLAB � j p �' � � ��P��P����� �T �'���I���� N CEILING OF STORAGE ROOM).
<br /> INSULATION I INSULATION BE OW SLAB. � ( o STAIR HA AIL / _I COORDINATE VENTING W/ CODE AND � � � StOra e RqISED FLOOR � / �iN
<br /> INSTALL R-10 SEE NOTE � IGHT � I � � SEE SHEET � FIftEPLACE MANUFACTURER � Y J � 7HIs AREA _ �o � WINGWALL EXTENSION IS
<br /> R I G I D S L A B A-4.1 , � USED SO THAT
<br /> I I - 1 4'-1 0" 2' ' ��-��� - - - - � � PILASTER COLUMN TRIM
<br /> INSULATION TO I UP �
<br /> EXTEND 24" I -� � PAIR ALIGNS W/ COLUMN
<br /> INWARD FROM THE o /2'-6" 3'-6" 5'-10" � 7'-1" 4' 1" CO �7rea,t ROO1T1 �T �
<br /> � , 2668 / TRIM BELOW � LEVEL
<br /> PERIMETER OF � o — � 1'-4" , „ , „ � � ,
<br /> HEATED AREAS � tUd o ,i E� all _� � 14 g x 1h 4 0 .. o ELEVATION TDRAWWGS. �1 B 8th St.ly �
<br /> �nP) � y i I 2868 �O � � 2868 ' i 4 d 4 N
<br /> _ 12'-6"X 10'-6" � I S D E ITE � /% �
<br /> ' N Arlington, WA 98223
<br /> 3s" ,Qver�d Pqrch :. �
<br /> / I - PORCH SURFACE 1.5'� � � HIGH • • � _ - COLUMN TRIM (AT THIS
<br /> I�i BELOW SLAB � ENTRY I I COLUMN TRIM (AT THIS � � 21 WALL / 8�'-8��x Z'-6" � CORNER) TO MATCH
<br /> IN HALL I _ CORNER) TO MATCH o � 14" x 14" COLUMN
<br /> � " � / jT i � � 14" x 14" COLUMN E o � 25.. ;� 26 � ENILANDRBUILDING OTE
<br /> Entr Porch � ���
<br /> � F � � � I �n ENCLOSURE (SEE NOTE i � / � OPE DF2AI�1 � �T
<br /> 6'-11" 6 -7 � I I g -g" r7 : �� I I 9 1 4"/F-i: ELEVATION DRAWINGS)
<br /> � ��l � ��� �
<br /> - �11 AND BUILDING o
<br /> � �
<br /> - - - - - - ELEVATION DRAWINGS) � � - - - - - - - � � �
<br /> � � • . ' .. , / N
<br /> N
<br /> r � r LINE OF RO F AND � / �I ���� � � � �
<br /> - - - - - - 2� WIDE OVERHANG AT �
<br /> COLUMN TRIM (AT THIS FRONT FACE OF ROOF AT SUPPORT B ACKETS GUTTER
<br /> CORNER� TO MATCH 13'-0" 7" " � 7'-8" 7"7" DASHED LINE INDICATES SOFFIT THIS LOCATION ABOVE. SEE BUILDING
<br /> 14'� x 14�� COLUMN 23'-0" (BETWEEN COLUMNS) ABOVE: ELEVATIONS � T
<br /> (1/2" PTD. PLYWOOD OVER ROOF CVER ENTRY PORCH � �� � � � ��1\\�
<br /> ENCLOSURE (SEE NOTE 14" x 14" COLUMN BLDG. PAPER OVER 1/2" BELOW. SEE EXTERIOR '-4" 2'-5" 3'-6" 3'-6" 3'-7" 1'-2' 7'-8" 1'-2' �y� �y
<br /> #1 1 AND BUILDING ENCLOSURE (SEE NOTE � 1� PLYWOOD OVER 2X4 FRAMING � BUILDING ELEVATION
<br /> ELEVATION DRAWINGS) #11) TYPICAL 16" o.C.) 13'-0" 10'-0"
<br /> 23'-0" UNIT #3
<br /> �
<br /> o �
<br /> o V � � � ��� � � � ��1 � � ��1 �l ��� � � � ���� � � ��� � � � ��1 � a==� ,,
<br /> � ��1 V ��� � � e �� '
<br /> SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION SCALE 1 /4" = 1 '-0" REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION � ���'i� � '� ' �� ' ;. `
<br /> ;' ,� �
<br /> PLANS AND ALL FRAMING PLANS (TYP) � m� �� `� ;
<br /> PLANS AND ALL FRAMING PLANS (TYP) �
<br /> 3
<br /> ' ��t� �`.a �a �f `_w���3r� �
<br /> NOTES TO LEVEL 2 FLOOR PLAN � �r,�r ,c,��dr E � ; ��
<br /> 11.) ENTRY PORCH SUPPORT COLUMNS - RE: 1� STAIRS FROM LIVING AREA TO ENTRY LEVEL / GARAGE ��� �
<br /> NOTES TO LEVEL 1 FLOOR PLAN . . 1' NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE
<br /> STRUCTURAL DRAWINGS FOR SIZE OF STRUCTURAL Prescri tive Re ulrements for G�ou R �CCI.l aI1C CllTllate Z011e 1 ZU06 BELOW. SEE STAIR NOTES ON SHEET A-4.1.
<br /> � NOTE: THE TERM "BUILDER" REFERS TO THE POST. COLUMN SURFACE SHALL BE PAINTED 1X WOOD Plan Type B A�ea Summary p � � p Y ' C RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR.
<br /> DEVELOPER WHOSE RESPONSIBILITY INCLUDES THAT OF MATERIAL (OR HARDI-PANEL W. CORNER TRIM) OVER Washin ton State Ene� Code1 THESE NOTES ARE FOR THE MAIN LEVEL FLOOR PLAN AT ALL UNITS. 1� REFER TO 2006 INTERNATIONAL RESIDENTIAL CODE FOR
<br /> GENERAL CONTRACTOR. 2 �p,YERS OF BUILDING PAPER OVER 2X FRAMING 302 S.F. C�? LEVEL ONE � �Y / ALL NOTES MAY NOT APPLY TO EACH UNIT. I CHEN S LANDS MENTS OF PLUMBING FIXTURES LOCATED ON
<br /> THESE NOTES ARE FOR THE LEVEL 1 FLOOR PLAN AT 691 S.F. � LEVEL TWO PERMIT S�T NOTIFICATI�N
<br /> TS. ALL NOTES MAY NOT APPLY TO EACH OVER STRUCTURAL POST. REFER TO EXTERIOR 40 S.F. � LEVEL TWO STORAGE OPTION GLAZING GLAZING U-FACTOR WALL WALL INT. WALL EXT. SLAB �� 16. PORCH ENCLOSURE - SUPPORT WALLS. BOTH SIDES OF
<br /> ALL UNI BUILDING ELEVATIONS FOR ADDITIONAL INFORMATION. AREA DOOR CEILING VAULTED ABOVE BELOW BELOW FLOOR ON TOILET CLEARANCES SHALL BE 15 FROM CENTER OF FIXTURE TO ) This set of drawings is being issued as a Permit Set and
<br /> 740 S.F. C�? LEVEL THREE WALL TO HAVE EXTERIOR SIDING MATERIAL W CORNER TRIM is subject to change and adding of additional drawings
<br /> UNIT. AT COLUMNS WHERE STONE IS USED AT COL�JMN � OF FLOOR VERTICAL OVERHEAD U-FACTOR CEILING GRADE GRADE GRADE GRADE ADJACENT WALL OR COUNTERTOP. MIN. 30" CLEAR BETWEEN SIDE I
<br /> 1773 S.F. TOTAL HEATED AREA OR END WALL AND COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. OVER 2 LAYERS BUILDING PAPER OVER 2X4 STUDS ( 16" OC.). or information as required by review by City of Everett
<br /> BASE, INSTALL STONE VENEER OVER CEMENT BOARD UNLIMITED 17. LINE OF TRIM AT COLUMN BASE. REFER TO BUILDING Buildin
<br /> TOILEf CLEARANCES SHALL BE 15" FROM CENTER OF OVER 2 LAYERS OF BUILDING PAPER OVER 2X IV 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 � g Department.
<br /> FIXTURE TO ADJACENT WALL OR COUNTERTOP. MIN. FRAMING / POST. ALL POSTS SHALL BE FLASHED TO 426 S.F. GARAGE 18.2� ACTUAL � CONCRETE STEPS TO CONCRETE LANDING AT GRADE. ELEVATIONS FOR COLUMN TRIM �ocarioN. DO NOT USE THIS DRAWING FOR
<br /> 30�� CLEAR BETWEEN SIDE OR END WALL AND AVOID WATER PENETRATION WITHIN POST FRAMING 74 S.F. LEVEL TWO PORCH � DECK � OF GLAZING CALCULATIONS COORDINATE STEP LAYOUT WITH ELEVATION OF FINISH GRADE AT 18� AREA OF RAISED COUNTERTOP. HEIGHT AND FINISH MATERIALS CONSTRUCTION UNLESS THIS D�AWING HAS
<br /> COUNTERTOP WITH TOILET FIXTURE AT MIDPOINT. GIa,Z111 Area 1773 S.F OF HEATED AREA THIS AREA. SEE STEPS AND STAIR INFO ON SHEET A-4.1. SFLECTION BY BUILDFR / OWNER,
<br /> ENCLOSURE. ALL POSTS ON OR ALONG LINE OF � A CITY OF EVERETT BUILDING DEPA�TMENT
<br /> PARTY WALL SHALL BE ONE HOUR RATED WITH ONE 324 S.F. OF GLAZING, SKYLITES, & DOORS � KITCHEN CABINETS AND COUNTER LAYOUTS BY BUILDER. 1� SINK IN COUNTERTOP OR PEDESTAL SINK IN POWDER ROOM.
<br /> WINDOW, DOOR, SKYLITE AREA 324 S.F. KITCHEN PLAN SHOWN IS SCHEMATIC ONLY. USE PEDESTAL SINK WHERE SPACE LIMITATIONS PREVENT ��APPROVED�� STAMP UPON COMPLETION OF
<br /> � CONCRETE SLAB AT GARAGE. REFER TO LAYER OF 5/8° GYP SHEATHING OVER 2X FRAMING 324 DlV. BY 1773 S.F. = 18.2� � DIRECT VENT GAS FIREPLACE (SELECTION BY BUILDER). INSTALL INSTALLATION OF COUNTERTOP / CABINET. SELECTION BY THE PERMIT REVIEW PROCESS.
<br /> STRUCTURAL DRAWINGS. GLAZING AREA % OF FLOOR AREA 18.2�
<br /> OVER STRUCTURAL POST. PER ALL APPLICABLE BUILDING AND SAFETY CODES. FIREPLACE BUILDER DEVELOPER.
<br /> � 3" DIAMETER STEEL BOLLARD (CAST-IN-SLAB) 1� COLUMN PILASTER. SEE NOTE �11 ABOVE FOR �
<br /> ' TO PROTECT FURNACE 8c WATER HEATER FROM AUTO CONSTRUCTION INFORMATION. MANTLE SELECTION AND INSTALLATION HEIGHT TO BE BY BUILDER. 2� WIRE SHELVING IN PANTRY - HEIGHT, WIDTH, AND NUMBER Do not use for bidding or estimating purposes unless
<br /> DAMAGE. 1� CORNER OF STAIRWAY OPENING (WITH LEDGE) TO FIREPLACE TO BE VENTED TO ROOF. INSTALL 5/8" TYPE "X" G.W.B. OF SHELVES TO BE SELECTED BY BUILDER/DEVELOPER. authorized by Owner � Developer. Developer � Builder
<br /> AT SIDES AND TOP OF FIREPLACE ENCLOSURE PER CODE. shall be responsible for construction crews are supplied
<br /> � CONCRETE WALKWAY / DRIVEWAY. BE AT 45' ANGLE AS SHOWN. FRAME FLAT LEDGE TO 2� WIDE SILL AT BAY WINDOW PROJECTION.
<br /> p � 22. LOCATION OF FLUE FROM FURNACE BELOW. SEE LEVEL 1 with all a roved and most current construction
<br /> 4.) CONCRETE CRACK CONTROL JOINT fN SLAB. BE ABOVE ADJACENT HANDRAILS. Occupancy Separation Between Gara�e and Furnace &Water Heater in Gara�e Gas Fire lace 4. 8" x 8" TILE HEARTH AT RAISED HEARTH (IF USED ON THIS � documents.P
<br /> CONTRACTOR SHALL TOOL JOINT OR SA1�'�UT IN ALL Livin� Space COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING GAS FIREPLACE VENTED TO EXTERIOR PLAN TYPE - SEE FLOOR PLANS TO SEE IF HEARTH IS INCLUDED PLAN FOR ROUTING OF FURNACE FLUE TO THIS AREA FROM THE
<br /> LOCATIONS SHOWN. APPLIANCES PER WSEC TYPICAL) THRU ROOF OR SIDEWALL. FIREPLACE FOR THIS PROJECT). TILE OVER 3/4" PLYWOOD OVER 2X6 JOISTS FURNACE AT BACK WALL OF GARAGE.
<br /> 5/8" TYPE X G.W.B. (TYP) � SELECTION BY DEVELOPER (TYP). � 16" O.C. W 2X4 STUDS AT SIDES OF RAISED HEARTH. TILE � � � 1 4-16-OS PLAN B & C ISSUED FOR PERMIT
<br /> � I OCATION OF FLUE PIPE TO SHAF-f ABOVE. � 23. CORNER OF STAIRWAY OPENING WITH LEDGE TO BE AT 45'
<br /> COORDINATE WITH MAIN AND UPPER LEVEL FLOOR CEI�INGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 SELECTION AND HEIGHT OF HEARTH TO BE BY BUILDER. ANGLE AS SHOWN. FRAME FLAT LEDGE TO BE ABOVE ADJACENT
<br /> LAYER ON STICK FRAMING � 16" O.C. OR LESS) INSTALL 3"� (MIN) STEEL PIPE BOLLARD FOR 5. GAS RANGE OVEN WITH MICROWAVE ABOVE AND VENTED
<br /> PLANS. PROTECTION OF WATER HEATER FROM DAMAGE BY CAR AT FIREPLACE ENCLOSURE: ) � HANDRAILS.
<br /> � LOCATION OF INSULATED FURRING WALL � WALLS: 1 LAYER ON COMMON WALLS TO ROOF EXHAUST FAN. WHERE COUNTER COOKTOP IS SPECIFIED, USE
<br /> IF FURNACE & WATER HEATER ARE INSTALLED AT REAR 5/8" TYPE X GYP. BD. AT INTERIOR � BUILT-IN SHELVES (PTD. MDO BOARD). HEIGHT AND NUMBER
<br /> STAtRWELL. THIS WALL IS OFFSET TO ALIGN WITH SHEATHING / 1 LAYER ON WALLS TO SUPPORT DOWNDRAFT EXHUAST FAN VENTED PER CODE. SEE PLAN FOR OF OF SHELVES DETERMINED BY BUILDER.
<br /> FURRING WALL (BELOW STAIR LANDING) ADJACENT TO OF GARAGE. BOLT BOLLARD TO SLAB W/ 6X6 STL. (SIDES & TOP) OF FIREPLACE
<br /> PROTECTED CEILINGS SURROUND FRAMING. INSTALL LOCATION OF WALL OVEN - MICROWAVE. � WATERPROOF MEMBRANE / TOPPING (SELECTION BY BUILDER)
<br /> CONCRETE BASEMENT RETAINING WALL. POSTS AND BEAMS: 1 LAYER PLATE W/ 4 (1/2"�) EXP. ANCHOR BOLTS IN � PAINTED OR STAINED WOOD STAIR GUARDRAILS AND HANDRAILS.
<br /> DOOR TO LIVING AREA: INSTALL 1-3/8" SOLID CORE ( BEFORE FIREPLACE IS INSTALLED. AT COVERED PORCH DECK. SEE CONSTRUCTION ASSEMBLY NOTES
<br /> CONCRETE MIN 4" EMBEDMENT} REFER TO STAIR NOTES FOR INFORMATION.
<br /> � LOCATION OF ELECTRIC METER/PANEL AND GAS TYPICAL AT ALL FIREPLACES. ON SHEET A-4.1
<br /> ' METER. INSTALL PER SAFETY CODES AND WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP � 36" HIGH GUARDRAIL AT PORCH DECK. SEE STAIR / 26. BUILDER TO SLOPE DECK TO DRAIN (1/4" PER FT) TO DECK NR. DATE REVI51oN
<br /> REQUIREMFNTS OF EACH UTILITY. WATER HEATER SEISMIC STRAP - EXPANSION TANK GUARDRAIL NOTES FOR GUARDRAIL INFORMATION. GUARDRAIL MAY BE
<br /> � OPTIONAL STORAGE AREA BELOW STAIRS. IF THIS INSULATION: AT WALLS BEfWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF Wall & Ceilln�Penetrations DRAIN OR GUTTER. HOLD DECK FRAMING DOWN A MIN. OF 1"
<br /> LESS THAN 36" IN HEIGHT IF DECK IS LESS THAN 30" ABOVE BELOW FINISH FLOOR OF ADJACENT LIVING AREA. COORDINATE *C*O*P*Y*R*I*G*H*T*
<br /> AR� IS TO BE USED AS A STORAGE AREA THAT IS HEATED SPACE, INSTALL 2x 6 STUD WALLS (@ 16" FLOOR - R-10 PAD UNDER REFER TO 2003 I.R.C. FOR ADJACENT FINISH GRADE.
<br /> REQUIREMENTS FOR ALL PORCH FRAMING W� STRUCTURAL DRAWINGS. These documents,the ideas and designs incorporated herein as an
<br /> ACCESSIBLE FROM GARAGE, INSTALL A 1-3/8" SOLID O,C.) W/ R-21 BATT INSULATION. AT CEILINGS � VINYL OR TILE FLOORING AT KITCHEN & BATH. SELECTION BY 2� TOP OF DECK DRAIN TO BE FLUSH OR SLIGHTLY BELOW
<br /> BETWEEN GARAGE AND HEATED AREAS ABOVE, PartY Wall BetWeell Dwelllri�' Uri1tS PENETRATIONS THRU RATED WALLS, BUILDER. instniment of service and shall remain the property of Carl J.Colson-
<br /> CORE DOOR W/ SELF-CLOSER AND WEATHERSTRIP. LEVEL OF DECK WATERPROOFING SURFACE. ROUTE DRAIN PIPE �chitect YLLC and are solel for use on the residential ro ect Ci
<br /> INSTALL R-30 BATT INSULATION BETWEEN SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR/CEILING, AND CEILING/ROOF. � LINE OF ROOF OVERHANG ABOVE. SEE ROOF PLAN FOR y p � � �'
<br /> INSTALL 5/8" TYPE X GWB AT CEILING AND WALLS SCHEDULED JOISTS, INSTALL R-10 RIGID INSULATION DOWN THROUGH COLUMN ENCLOSURE (OR EXTERIOR WALL). g � y
<br /> PARTY WALLS BETWEEN ADJACENT DWELLING UNITS. NO INFORMATION. Li hts on 2nd Ave.W,Everett, WA. Z'bese files ma not be used on
<br /> BENEATH STAIRS AT THIS STORAGE AREA. BUILDER TO DISCHARGE PIPE 3' ABOVE SLAB LEVEL TO EXTERIOR. an other ro ects nor ma the be transmitted electronicall without �
<br /> BELOW SLAB AT HEATED AREAS. PLUMBING OR MECHANICAL IN PARTY WALLS. 1� CONCRETE STEPS AT GRADE. REFER TO CIVIL GRADING PLAN. y p � y y y
<br /> COORDINATE NEIGHT OF DOOR W/ ALLOWABLE HEAD 2� PROVIDE 1.5" DIA. POLY PIPE THRO�JGH WALL FOR OVERFLOW
<br /> HEIGHT AREA ONCE THIS AREA IS FRAMED. l� CONCRETE WALKWAY / DRIVEWAY. DRAIN. ROUTE OVERFLOW PIPE BFTWEEN FRAMING SO THAT PIPE express permission of architect.They are not to be usedby tl�e client ar
<br /> � LINE OF WALL BELOW AT STAIR STORAGE AREA. 12.) LOCATION OF FIREPLACE FLUE PENETRATION THROUGH UPPER DISCHARGES BELOW SURFACE OF ADJACENT ROOF. any vther party or entity on this or other projects,in whole orpart,or as
<br /> 1� ENTRY HALL FLOOR MATERIAL TO BE SELECTED LEVEL ABOVE. CONFIRM FIREPL�,CE MANUF. AND CODE an extension to this project except by agreement in writing with
<br /> 29). COVERED PORCH SUPPORT COLUMNS. SEE NOTE #1 1 ON a ro riate fmancial com ensation to Carl J.Colson-Architect PLLC
<br /> BY BUILDER. REQUIREMENTS FOR ROUTING OF EXHAUST/INTAKE FLUE. LOWER LEVEL PLAN FOR COLUMN ENCLOSURE CONSTRUCTION. PP P P
<br /> 13. 7' HIGH CASED OPENING W� PTD. MDO TRIM � SIDES AND Copyright 2008 Carl J.Colson-Architect PLLC, O
<br /> All ri hts reserved C
<br /> � HEAD. TRIM PROFILES BY BUILDER / TRIM CARPENTER. CONSTRUCT �';i'��; �`-�= �,' �-~�� -LL'�u� �
<br /> WALL TO THICKNESS SPEC'D ON FLOOR PLAN. • �- �s�- y ���`�'
<br /> �"i��1 1`.��� �._I` �'"�.i�: E t
<br /> PERMIT DRAWINGS � � � � �
<br /> – ' ct has not been contracted to erform Construction Administration � �
<br /> This note applies only to tne architectural drawing prepared by Carl J. Colson The Builder shall be responsible for developing construction details necessary The Archite p �
<br /> Archite�t PLLC for Citv Builders NW (the Owner�Developer/Builder) for the Ci,tv Liahts to construct a weathertignt, durable building. services or Construction Observation services for this praject and is not liable
<br /> single–tamily residential development project a't 9909 2nd Ave W Everett WA. All flashing, weatherproofing, roofing, and waterproofing details and or responsible for determining adequacy of constructian of building envelope
<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 enyineer) 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 /> far this project only. All details, notes, and drawinys snown are for Permit purposes only constructed per manufaciurer requirements, ouilding code requirements, and that all flashing, weatherproofing, roofing, and waterproofing details are built o
<br /> and do not constitute the full set of details required to cons'truct this project. accepted Industry Standards for performance. correctly and meet Owner/Developer/Builder approval and ❑ccepted industry
<br /> standards before oeing covzred by subsequent construction work.
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