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<br /> NOTES TO BUILDING ELEVATIONS
<br /> - NOTE:
<br /> THIS ROOF & PROJECTING BAY oCCURs ON�Y AT NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE
<br /> � UNITS #15 AND #8. IT DOES NOT OCCUR AT RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR.
<br /> UNITS #2, 6, 11, & 14. SEE FLOOR PLANS FOR
<br /> UNITS W/0 PROJECTING BAY THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION DRAWINGS AT
<br /> I I \ _ ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH UNIT.
<br /> � - THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY HOUSES DESIGNED
<br /> I � — gJ BUI�DING BY ARCHITECT. SOME NOTES MAY REFER TO CONSTRUCTION TYPES OR
<br /> � — - HEIGHT ITEMS NOT FOUND IN THIS PROJECT.
<br /> I I I �,- - 7 � MEASURED TO
<br /> I I - - — MIDPOINT OF 1. PAINTED METAL OVERHEAD GARAGE DOOR (AUTOMATIC OPENER W
<br /> I � - � MAIN RooF SION PANELS AS SHOWN. ) /
<br /> I I I I �, I II II I I I I � - � PAINTED WOOD TRIM AT HEAD OF GARAGE DOOR OR AT HEAD OF
<br /> \ --
<br /> OPENING AT COVERED PORCH.. 5/4x10 HEAD PIECE WITH WOOD TRIM
<br /> PROFILE MOLDING AT TOP AND BOTTOM AS SHOWN (SELECTION BY
<br /> � BUILDER). SEE WINDOW SCHEDULE ABOUT METAL HEAD FLASHING
<br /> � REQUIREMENTS.
<br /> a � PROJECT!NG BAY WINDOW. BAY SHALL BE SUPPORTED BY
<br /> CANTILEVERED FLOOR JOISTS. CARL J. COLSON — ARCHITECT PLLC
<br /> � PRIMED & PAINTED CEDAR SIDING OR HARDIEBOARD SIDING. SEE
<br /> � BUILDING SECTIONS FOR NOTES oN wa�� assEMB�Y. 23623 20th AVENUE W BOTHELL,
<br /> � INSULATED VINYL WINDOWS - REFER TO WINDOW SCHEDULE.
<br /> � CRAFTSMAN STYLE PTD. CEDAR 4X4 WOOD ROOF RAKE SUPPORT WASHINGTON 98021 (425) 806�3703
<br /> BRACKET. HORIZONTAL AND ANGLED SUPPORT BRACKETS SHALL BE 4X4.
<br /> VERTICAL SUPPORT AT WALL SHALL BE 3x4 W/ CHAMFERED. HORIZONTAL
<br /> AND VERTICAL BRACKETS SHALL HAVE CHAMFERED ENos. PROJECT:
<br /> SEE ELEVATION DRAWING 28 � � TRIM BAND AT AREA BETWEEN DIFFERENT SIDING MATERIALS,
<br /> NOTES ABOUT T BETWEEN DIFFERENT AREAS OF SIDING, OR AT BOTTOM OF CANTILEVERED � �
<br /> DETERMINING HEIGHT OF c� FLOOR OR WINDOW BAYS. 5/4 x 10 OR 2x10 W/ WOOD TRIM PROFILE ��� �� ���
<br /> FASCIP. / GUT7ER � MOLDING AT TOP AND BOTTOM (SELECTION BY BUILDER). �
<br /> � � PAINTED OR STAlNED CEDAR SHINGLES OR HARDIEBOARD SHINGLES.
<br /> > �' ALL PAINTED CEDAR SHINGLES SNALL BE DIPPED IN PRIMER AND THEN . ,
<br /> � �NTED. SEE BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY. �� ����� ��
<br /> -, I �r, 9. CHIMNEY FLUE ENCLOSURE FOR GAS FIREPLACE. PAINTED CEDAR �
<br /> FASCIA & GUTTER _ "' SIDING OR HARDIEBOARD SIDING OVER 2 LAYERS 60 MINUTE BUILDING
<br /> I I 39 PAPER OVER 1/2" EXT. PLYWOOD SHEATHING OVER 2x4 STUDS (16" .
<br /> LINE OF 2" PTD. WOOD TRIM O.C.) W/ PAINTED METAL CHIMNEY FLUE CAP. �����¢� ���
<br /> METAPTD. � � MOLDING. SELECTION BY _ � � 1� PROJECTING TWO STORY BAY AT TH15 ELEVATION. COORDINATE WITH l.l
<br /> LOUVER VENT I BUILDER STRUCTURAL FRAMING DRAWINGS.
<br /> AT REAR OF I I LINE OF STRUCTURAL 37 1� INSULATED SKYLIGHT (W/ LOW E SAFEIY GLAZING) ON PRESSURE
<br /> E�CLO URE I I WOOD POST. SEE STRUCT. - 10 TREATED 2x4 WOOD CURB WITH METAL FLASHING PER SKYLIGHT 9909 2nd Avenue `�1
<br /> I I DWGS. FOR SIZE MANUFACTURERS INSTRUCTIONS.
<br /> � � 1 x2 � EACH SIDE FACE 38 1� WOOD TRIM AND PANELS INSTALLED TO MATCH LOOK OF EVerett, WA �g2O4
<br /> I I OF COLUMN FREESTANDING PORCH COLUMNS.
<br /> ENCLOSED 1� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS)
<br /> I I 5/8" PTD HARDIE PANEL OR � � � � � � VENTED FLAT
<br /> T I I M.D.O. OVER BUILDING WINDOW SOFFIT / W/ 2X4 FURRING W/ PTD. 1 x WOOD WRAP & TRIM OVER 2 LAYERS OF
<br /> PAPER OVER 2x FURRING S�T CEILING AT BUILDING PAPER. REFER TO FLOOR PLANS FOR SIZE OF COLUMN CLIENT:
<br /> � � OVER EXTERIOR PLYWOOD (BEYOND) � � PORCH R00 ENCLOSURE. SEE NOTE #36. INSTALL 1-1/2" DIAMETER METAL VENT �7
<br /> OF WALL ASSEMBLY ENTRY HALL ❑ ❑ � ❑ ❑ ❑ � Cl Builders NW
<br /> I I � LOUVER (FOR VENTILATION OF COLUMN ASSEMBLY) AT REAR OF COLUMN '"�
<br /> ' ' 23 24� DIRECTL'Y ABOVE BASE BOARD. SET LOUVER IN sEa�NT. 410148th St. NL�
<br /> LINE OF 2" � 2x CEDAR W/ SLOPED o ❑ ❑ ❑ ❑ 1� 2'-6" HIGH GUARDRAIL AT FRONT PORCH (36" HIGH IF PORCH IS
<br /> M TAPTD. TOP 36 MORE THAN 30" ABOVE FINISH GRADE}.. COORDINATE TOP OF COLUMN �rliI1�0�1, WA �g223
<br /> LOUVER VENT _ 1 x4 PTD. CEDAR =- ❑ � � ❑ BASE TRIM WITH TOP OF GUARDRAIL AS SHOWN.
<br /> AT REAR OF �� 2��I � i »
<br /> COLUMN � `-, N N 1� 36 HIGH PAINTED CEDAR GUARDRAIL AT COVERED PORCH. SEE
<br /> ENCLOSURE 5/4 x 6 (? BOTTOM OF
<br /> COLUMN 32 3 � � � GUARDRAIL CONSTRUCTION NOTES ON SHEEI� A-4. .
<br /> , FRAMER NOTE: 16.) CONCRETE STEPS - SEE FLOOR PLANS.
<br /> BOTTOM OF ENTRY PORCH FASCIA AND EYEBROW ROOF FASCIA (OVER SEE COVER PAGE FOR NOTE ON 1� TROWELLED-ON FINISH ON EXPOSED CONCRETE WALL SURFACES. � ��� ��� � �
<br /> GARAGE DOOR) TO ALIGN W/ BOTfOM OF WOOD TRIM AT PROJECTING ADDRESS SIGNS FOR BUILDINGS 1� ELECTRIC METER - INSTALL PER ELECT. C0. REQUIREMENTS, L�1 JIL J1L
<br /> THIS DRAWING SHOWS ELEVATION OF PORCH BAY. AT UNITS WHERE BAY DOES NOT OCCUR, FASCIA i0 BE AT SAME
<br /> > COLUMN AT GROUND LEVEL. COLUMN AT HEIGHT AS BOTTOM OF FLOOR JOISTs. 1� GAS METER - INSTALL PER GAS C0. REQUIREMENTS. � ��� � � � �
<br /> COVERED PORCH AT LEVEL 2 IS SIMILAR � ��-� T ��� � � � � T T��� � ������ � � T � LINE OF FINISH GRADE BEYOND.
<br /> \� i tll l� 2� PAINTED METAL VENT FOR REAR-VENT GAS FIREPLACE.
<br /> 2� EXPOSED AGGREGATE CONCRETE PORCH & STEPS.
<br /> SCALE 1 /4�� _ � �-O�� 2� SIDEWALL OF BAY WINDOW BEYOND. SEE PLAN FOR LOCATION. � � ��� � �T (�
<br /> � � � (�� � � ���� 2� CRAFTSMAN STYLE PORCH COLUMNS - PRESSURE TREATED � �� ��f
<br /> SEE ROOF PLAN FOR ALL ROOF SUPPORT POST (SEE STRUCTURAL DRAWINGS) W/ 2X4 CANTED FRAMING
<br /> � 1�T � �� � � T�� SLOPE AND CONSTRUCTION W/ 5/8" EXT. PLYWOOD W/ PTD. 1 x WOOD WRAP & TRIM OVER 2 � �� ��� � � �T �
<br /> l�I �U INFORMATION {TYP) ��' LAYERS OF BUILDING PAPER. 1 �
<br /> 2� CRAFTSMAN STYLE PORCH LIGHT FIXTURE.
<br /> _ _ 2� INSTALL FASCIA 8c GUTTER OF PORCH ROOF TO ALIGN W/ FASCIA
<br /> SKY - & GUTTER OF �ECK AT COVERED PORCH.
<br /> LITE — 2� SURFACE OF DECK TO SLOPE TO GUTTER AS SHOWN ON FLOOR
<br /> PLANS.
<br /> � 2� 2X10 CEDAR BAND BOARD W/ TRIM AT TOP AND BOTTOM OF
<br /> - EXTERIOR FACE. BUILDER TO COORDINATE COVERED PORCH
<br /> - - - -- - WATERPROOFING - FLASHING WITH TOP EDGE OF THIS BAND TRIM. -
<br /> - � PTD. CEDAR BRACKETS (FOR BAY WINDOW OR CANTILEVERED FLOOR) . � �;�,' �
<br /> - - CUT FROM 4X6. TRIM PROFILE BY BUILDER. - , ��,�"
<br /> I I 3� DECORATIVE GABLE END VENT (WOOD OR POLY : VENT NOT `'�
<br /> I REQUIRED FOR VENTILATION.) SIZE (MIN. 20" W x 30"H) AND STYLE �
<br /> I I ( I I SELECTION BY BUILDER. TRIM VENT WITH WOOD TRIM SIMILAR TO TRIM � �„F� � ��E a R �;} �
<br /> USED AT WINDOWS. 1 `�� ,�r'�°��sp�i�+ ���:w_,j
<br /> V YI
<br /> �..y F
<br /> 3� PAINTED METAL INSULATED DOOR. STYLE SELECTION BY BUILDER. ���
<br /> NOTE: 3� SYNTHETIC STONE VENEER AT COLUMN BASE. INSTALL STONE
<br /> THIS PROJECTING � � � VENEER OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER
<br /> BAY OCCURS
<br /> BUILDER NOTE: oN�Y AT UNITS CEMENT BOARD OVER BITUTHENE MEMBRANE WATERPROOFWG. REFER TO
<br /> BUILDER MAY USE ROOF � #15 AND #8. IT FLOOR PLAN FOR SIZE OF COLUMN BASE EN��oS�RE. PERMIT �ET NOTIFICATION
<br /> ' TRUSSES (BY ROOF TRUSS DOEs NOT oCCUR � 1 3� SHED ROOF OVER LIVING ROOM WINDOW. SHED ROOF FRAMING: 2x8 This set of drawings is being issued as a Permit Set and
<br /> MANUF. � THIS LOCATION, a7 UNITS #2, s, � 24" O.C. W/ 2x4 � 24" O.C. SOFFIT FRAMING. PROVIDE LINEAR METAL is subject to change and adding of additional drawings
<br /> � 11, & 14. SEE
<br /> IF DESIRED FLOOR P�aNs � � � VENTING BEHIND FASCIA BOARD. PAINTED PLYWOOD OR HARDIE PANEL or information as required by review by City of Everett
<br /> FOR UNITS W/0 ' ' SOFFIT. NO METAL OR VINYL SOFFIT IS TO BE USED AT THIS AREA. Building Department.
<br /> SCHEDULED ROOF CONSTRUCTION PROJECTING BAY CRAFTSMAN STYLE SUPPORT BRACKETS ARE �EcoRa-rivE aN� DO NOT USE THIS DRAWING FOR
<br /> ON 2x6 ROOF RAFTERS � 24" SIMPSON SLOPED NON-STRUCTURAL. AT BUILDERS OPTION, JACK TRUSSES FROM TRUSS
<br /> O.C. W/ 2x6 CLG. JOISTS � HANGER (TYP) COMPANY MAY BE USED AT 24" O.C. IN LIEU OF 2x FRAMING. SEE CONSTRUCTION UNLESS THIS DRAWING HAS
<br /> 24" O.C. W/ 1 LAYE.R OF 5/8" 2x8 LEDGER BEAM WALL BEYOND �
<br /> ENLARGED DETAIL FOR ADDITIONAL INFORMATION. A CITY OF EVERETT BUILDING DEPA
<br /> PTD. PLYBEAD CLASSIC PLYWOOD COVERIE�D PORCH 3� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) ��APPROVED�� STAMP UPON COMPLETION OF
<br /> SOFFIT SEE BUILDING AT UPPER LEVEL COVERED PORCH. W/ 2X4 FURRING W/ PTD. 1x WOOD THE PERMIT REVIEW PROCESS.
<br /> CONFIRM THIS DIMENSION W/ SECTION FOR NOTES WRAP & TRIM OVER 2 LAYERS OF BUILDING PAPER. REFER TO FLOOR
<br /> ROOF PLANS REGARDING HEIGHT Do not use for bidding or estimating purposes unless
<br /> OF FASCIA & ROOF 36" HIGH PLANS FOR SIZE OF COLUMN ENCLOSURE. SEE NOTE �36. INSTALL
<br /> OVERHANG 1-1 2" DIAMETER METAL VENT LOUVER FOR VENTILATION OF COLUMN authorized by Owner / Developer. Developer / Builder
<br /> DBL. 2X8 GUARDRAIL � � � shall be responsible for construction crews are supplied
<br /> 2'-0" AX. COVERED PORCH ASSEMBLY) AT REAR OF COLUMN DIRECTLY ABOVE BASE BOARD. SET witn all approved and most current construction
<br /> ' PORCH ENTRY LOUVER IN SEALANT. documents.
<br /> GABLE ROOF f TUCK DECK WATERPROOFING FLASHING MEMBRANE UP BEHIND BUILDING
<br /> BEYOND � I PAPER AT DECK-PORCH INTERSECTION.
<br /> 2x6 � 24" O.C. 3� STRUCTURAL BEAM (SEE STRUCT. DRAWINGS FOR SIZE & INFO). 1 4-ts-os PLAN B & C ISSUED FOR PERMIT
<br /> 2x4 � 24" O.C. BEAM TO BE WRAPPED WITH BUILDING PAPER AND TRIMMED WITH 1 X PTD.
<br /> WOOD WITH TRIM AT LOWER EDGE OF BEAM AS SHOWN.
<br /> 27 3� SEE ENLARGED COLUMN ELEVATION DRAWING FOR NOTES ON
<br /> 28 COLUMN ASSEMBLY CONSTRUCTION.
<br /> 3� 1 x PTD, WOOD TRIM BOARDS (FRONT, REAR, & BOTTOM FACE)
<br /> FLOOR / CEILING OVER 2 LAYERS BUILDING PAPER OVER STRUCTURAL SUPPORT BEAM. CUT
<br /> ASSEMBLY
<br /> 1 X TRIM BOARDS TO RADIUS AS SHOWN ON ELEVATION DRAWINGS.
<br /> PROVIDE BLOCKING AS REQUIRED. NR. DATE REVI51oN
<br /> TD. PLY-BEAD 5/8" FRAMER NOTE: O 3� PAINTED METAL GUTTER/DOWNSPOUT. BUILDER TO COORDINATE � � � � � � � � � �
<br /> a� PLYWOOD SOFFIT BOTTOM OF ENTRY PORCH LOCATION OF ALL DOWNSPOUTS PRIOR TO FOUNDATION INSTALLATION. C O P Y R I G H T
<br /> -� PTD. LINEAR FASCIA AND EYEBROW ROOF �
<br /> , EXTERIOR WALL 3� PAINTED HARDIE PANEL W/ 1 x WOOD TRIM TO CREATE PANELED
<br /> METAL SOFFIT ASSEMBLY FASCIA (OVER GARAGE DOOR) TO "These documents,the ideas and desi�s incorparated herein as an
<br /> VENT ALIGN W/ BOTTOM oF WOOD LOOK BELOW WINDOWS. FLASH ASSEMBLY TO PREVENT WATER FROM
<br /> PTD. CEDAR BRACKETS ; GETTING BEHIND BUILDING PAPER. instrument of service and shall remain the property of Carl l.Colson-
<br /> & SUPPORTS CUT TRIM AT PROJECTING BAY. AT � i Architect PLLC and are solely for use on the residenYial project(City
<br /> UNITS WHERE BAY DOES NOT 4� EYEBROW ROOF ABOVE ENTRY PORCH. INSTALL JACK TRUSSES (BY
<br /> FROM 4x STOCK. OCCUR, FASCIA TO BE AT SAME o TRUSS MANUFACTURER) C� 24" O.C. TO 2x LEDGER BOARD W� BLOCKING Lights)on 2nd Ave.W,Everett,WA. These files may not be used on
<br /> RE: ELEVATIONS FOR HEIGHT AS BOTiOM OF FLOOR 36'�-FR� ' any other projects nor may they be transmitted electronically without
<br /> LOCATIONS JOISTS. FOUNDATION SUBCONTRACTOR NOTE: AS REQUIRED. INSTALL PAINTED PLYWOOD SOFFIT AND VENT W/ LINEAR
<br /> BUILDER MAY CHOOSE TO STEP FOUNDATION METAL VENT STRIPS LOCATED IMMEDIATELY BEHIND 2x FASCIA, express peruiission of architect.They are not to be usedby the client or
<br /> DUE TO VARYING FINISH GRADES AT any other party or entity on this or other projects,in whole or part,or as
<br /> DIFFERENT UNITS. an extension to this project except by agreement in writing with
<br /> FOUNDATION SUBCONTRACTOR TO appropriate flnancial compensation to Carl J.Colson-Architect PLLC
<br /> GAS AND ELECTRIC METERS AT THIS 18 19 31 COORDINATE STEPS IN FOUNDATION WALL & � �,.-.�.-,.-��-�..-�° Copyright 2008 Carl J.Colson-Architect PLLC;
<br /> ��� � � ��mT � � �� AREA. REFER TO FLOOR PLANS. FOOTINGS W/ BUILDER, STRUCT. DWGS., AND �,�Y� � ��'" �`-, :::i ` � : i i OO
<br /> � BUILDER TO COORDINATE STEPS IN EXISTING GRADE CONDITIONS ,. --r; �
<br /> �� FOUNDATION WALL W/ STRUCT. DWGS. ���, ������..�� ��� � 4`. d��i�-�. Allrihtsreserved
<br /> AND EXISTING GRADE CONDITIONS
<br /> � � �
<br /> � ��� ��� �+ � � s �� � � ������ � � PERMIT DRA�'ITINGS � � � � � � �
<br /> This note applies only 'to the architectural drawing prepared by Car� J. Colson — The Builder shall be responsible for developing construction details necessary The Architect has not been contracted to perform Construction Administration ��
<br /> SCALE 1 /4�� _ � �—��� Architect PLLC for Citv Builders NW (the Owner/Developer/9uilder) for the Citv Lights 'to construct a weather'tight, 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 emelope
<br /> This architectural drawing is prepared as a part of the Permit Set of drawings (along construction of these detail assemblies are the full and camplete or details.
<br /> with structural drawings providzd by structural zngineer) for the Owner/Developer/Bui�der 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 projzct only. All details, notes, and drawings shown are for Permit purposes only construc'ted per manufacturer requirements, building code requirements, and that all flashing, weatherpraofing, roofing, and waterproofing details are buift o
<br /> and do not constitute the full set of details required to construct tnis project. accepted Industry Standards for performance. correctly and meet Owner/Developer/Builder ❑pproval ❑nd ❑ccepted industry �
<br /> standards before being covered by subsequent construction work. ° O
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