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SEE ROOF PLAN FOR ALL ROOF SLOPE 30� NOTES TO BUILDING ELEVATIONS <br /> AND CONSTRUCTION INFORMATION (TYP) <br /> g �� � <br /> � NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE <br /> - -- -- -- I I I � RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. <br /> � THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION DRAWINGS AT <br /> _ __ _ I I � `� ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH UNIT. <br /> I I � THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY NOUSES DESIGNED <br /> I II II I I I I ' � BY ARCHITECT. SOME NOTES MAY REFER TO CONSTRUCTION TYPES OR <br /> - � ITEMS NOT FOUND IN THIS PROJECT. <br /> � <br /> , � PAINTED METAL OVERHEAD GARAGE DOOR (AUTOMATIC OPENER) W/ <br /> VISION PANELS AS SHOWN. <br /> � PAINTED WOOD TRIM AT NEAD OF GARAGE DOOR OR AT HEAD OF <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 /> � 4 REQUIREMENTS. <br /> — � PROJECTING BAY WINDOW. BAY SHALL BE SUPPORTED BY <br /> CANTILEVERED FLOOR JOISTS. CARL J. COLSON — ARCHITECT PLLC <br /> 23 UILD NRGMS�ECTIONSI FOR NOT�ES ON�IWALL� ASSEMg�BOARD SIDING. SEE <br /> 23623 20th AVENUE W BOTHELL, <br /> � INSULATED VINYL WINDOWS - REFER TO WINDOW SCHEDULE. <br /> 33 I � CRAFTSMAN STYLE PTD. CEDAR 4X4 WOOD ROOF RAKE SUPPORT WASHINGTON 98021 (425) 806-3'703 <br /> I I � BRACKET. HORIZONTAL AND ANGLED SUPPORT BRACKETS SHALL BE 4X4. <br /> � � i i � i <br /> VERTICAL SUPPORT AT WALL SHALL BE 3x4 W/ CHAMFERED. HORIZONTAL <br /> � AND VERTICAL BRACKETS SHALL HAVE CHAMFERED ENDS. <br /> � TRIM BAND AT AREA BETWEEN DIFFERENT SIDING MATERIALS, PROJECT: <br /> SEE ELEVATION DRAWING � BETWEEN DIFFERENT AREAS OF SIDING, OR AT BOTTOM OF CANTILEVERED o 0 <br /> NOTES ABOUT <br /> DETERMINING HEIGHT OF � FLOOR OR WINDOW BAYS. 5/4 x 10 OR 2x10 W/ WOOD TRIM PROFILE ��� � �� <br /> FASCIA / GUTTER 39 MOLDING AT TOP AND BOTTOM (SELECTION BY BUILDER). � <br /> FRAMER NOTE: � � PAINTED OR STAINED CEDAR SHINGLES OR HARDIEBOARD SHINGLES. <br /> PORCH GUTiER & ALL PAINTED CEDAR SHINGLES SHALL BE DIPPED IN PRIMER AND THEN . a <br /> DECK GUTfER TO PAINTED. SEE BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY. { �p ��� � �� <br /> ALI�N (TYP) � CHIMNEY FLUE ENCLOSURE FOR GAS FIREPLACE. PAINTED CEDAR 111� y <br /> � FASCIA & GUnER ALIGN ROOF PORCH �5 SIDING OR HARDIEBOARD SIDING OVER 2 LAYERS 60 MINUTE BUILDING <br /> EDGE/FASCIA W/ � 27 PAPER OVER 1/2" EXT. PLYWOOD SHEATHING OVER 2x4 STUDS (16" . <br /> LINE OF 2" I I EDGE OF DECK AS 26 O.C.) W/ PAINTED METAL CHIMNEY FLUE CAP. <br /> DIA. PTD. � � PTD. WOOD TRIM SHOWN (TYP) ��1 ����� <br /> , METAL I I MOLDING. SELECTION BY ---� <br /> LOUVER VENT 10. PROJECTING TWO STORY BAY AT TH15 ELEVATION. COORDINATE WIT <br /> BUILDER STRUCTURAL FRAMING DRAWINGS. <br /> 2' WIDE ROOF <br /> AT REAR OF I I LINE OF STRUCTURAL OVERHANG AT <br /> COLUMN THIS LOCATION 1� INSULATED SKYLIGHT (W/ LOW E SAFETY GLAZING ON PRESSURE <br /> ENCLOSURE � � WOOD POST. SEF STRUCT. TREATED 2x4 WOOD CURB WITH METAL FLASHING PER SKYLIGHT 9909 2nd Avenue W <br /> I I DWGS. FOR SIZE ENCLOSED VENTED MANUFACTURERS INSTRUCTIONS. EVerett, WA �S�O� <br /> ' I FLAT SOFFIT AT 1� WOOD TRIM AND PANELS INSTALLED TO MATCH LOOK OF <br /> I I OF OL MN SIDE FACE LOWER RoOF FREESTANDING PORCH C01 UMNS. <br /> OVERHANG <br /> 5 8 PTD HARDIE PANEL OR 37 1� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) <br /> I I � �� W/ 2X4 FURRING W/ PTD. 1x WOOD WRAP & TRIM OVER 2 LAYERS OF <br /> I I M.D.O. OVER BUILDING �3 BUILDING PAPER. REFER TO FLOOR PLANS FOR SIZE OF COLUMN CLIENT: <br /> PAPER OVER 2x FURRING <br /> I I OVER EXTERIOR PLYWOOD ° ENCLOSURE. SEE NOTE #36. INSTALL 1-1/2" DIAMETER METAL VENT <br /> I I OF WALL ASSEMBLY 36 ^ Cl� B�derS NW <br /> LOUVER (FOR VENTILATION OF COLUMN ASSEMBLY) AT REAR OF COLUMN <br /> , i � � DIRECTLY ABOVE BASE BOARD. SET LOUVER IN SEALANT. 41O 14St�1 St. NL-' <br /> LINE OF 2° � 2x CEDAR W/ SLOPED N �' 1� 2'-6" HIGH GUARDRAIL AT FRONT PORCH (36" HIGH IF PORCH IS ��n On WA �g223 <br /> MIETAPTD. TOP MORE THAN 30" ABOVE FINISH GRADE).. COORDINATE TOP OF COLUMN � � <br /> � LOUVER VENT - 1 x4 PTD. CEDAR FREESTANDING COLUMN (TYP, U.N.O.) BASE TRIM WITH TOP OF GUARDRAIL AS SHOWN. <br /> AT REAR OF �� 2��I � PILASTER COLUMN AT FACE OF 1� 36 HIGH PAINTED CEDAR GUARDRAIL AT COVERED PORCH. SEE <br /> ,� <br /> COLUMN � �-, �„ BUILDING. SEE SIDE ELEVATION GUARDRAIL CONSTRUCTION NOTES ON SHEET A-4.1. <br /> ENCLOSURE i i 5 4 x 6 � BOTI�OM OF & FLOOR PLAN. WRAP COLUMN <br /> � TRIM AROUND CORNER. 16.) CONCRETE STEPS - SEE FLOOR PLANS. � � n � ��� � � <br /> i i COLUMN 1� TROWELLED-QN FINISH ON EXPOSED CONCRETE WALL SURFACES. r,/��� <br /> 1� ELECTRIC METER - INSTALL PER ELECT. C0. REQUIREMENTS. <br /> THIS DRAWWG SHOWS ELEVATION OF PORCH <br /> COLUMN AT GROUND LEVEL. COLUMN AT � ����( ��� � � e � �T���,T �j ��� /� �� � �T 1� GAS METER - INSTALL PER GAS C0. REQUIREME TS. <br /> COVERED PORCH AT LEVEL 2 IS SIMILAR 1� 1�l �L JL'� t�a 1 �� � LINE OF FINISH GRADE BEYOND. � ��� � � � � <br /> 2� PAINTED METAL VENT FOR REAR-VENT GAS FIREPLACE. ��� <br /> SCALE 1 /4�� _ � �—O�� SEE COVER PAGE FOR NOTE ON 22.� EXPOSED AGGREGATE CONCRETE PORCH 8c STEPS. <br /> ADDRESS SIGNS FOR BUILDINGS 2� SIDEWALL OF BAY WINDOW BEYOND. SEE PLAN FOR LOCATION. � � T ��� � �T (� <br /> � � � � � � � �� T�/��T 2� CRA�fSMAN STYLE PORCH COLUMNS - PRESSURE TREATED '�J 1L � �l '�Jil <br /> �l.J l�Y1L 1 �J <br /> � SUPPORT POST (SEE STRUCTURAL DRAWINGS) W/ 2X4 CANTED FRAMING � ������ � � ^, <br /> � �,T � �� � � T�� 1 1 SEE ROOF PLAN FOR ALL ROOF W/ 5/8" EXT. PLYWOOD W/ PTD. 1 x WOOD WRAP & TRIM OVER 2 � <br /> 1� VU SLOPE AND CONSTRUCTION IAYERS OF BUILDING PAPER. ��' <br /> INFORMATION (TYP) 2� CRAFTSMAN STYLE PORCH LIGHT FIXTURE. <br /> — 2� INSTALL FASCIA & GUTTER OF PORCH ROOF TO ALIGN W/ FASCIA <br /> & GUTTER OF DECK AT COVERED PORCH. <br /> _ SKY 2� SURFACE OF DECK TO SLOPE TO GUTTER AS SHOWN ON FLOOR <br /> — LITE <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) ' ` '� ` 1 � <br /> --� y��3 �� S � � ) <br /> CUT FROM 4X6. TRIM PROFILE BY BUILDER. �,� � � .� i��'.' � � ' <br /> 3� DECORATIVE GABLE END VENT (WOOD OR POLY : VENT NOT � A � ' � <br /> 1 I REQUIRED FOR VENTILATION.) SIZE (MIN. 20" W x 30"H) AND STYLE <br /> 7 — � I i li iili i i � <br /> ---- - - <br /> — SELECTION BY BUILDER. TRIM VENT WITH WOOD TRIM SIMILAR TO TRIM � � ��,i ; ;.s;} , ° <br /> -- USED AT WINDOWS. � �"��`,. -���i� � �. <br /> 3� PAINTED METAL INSULATED DOOR. STYLE SELECTION BY BUILDER. `"` ` °"'� � <br /> � 3� SYNTHETIC STONE VENEER AT COLUMN BASE. INSTALL STONE <br /> � <br /> � VENEER OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER <br /> � D OVER BITUTHENE MEMBRANE WATERPROOFING. REFER TO <br /> � CEMENT BOAR <br /> BUILDER NOTE: 1 FLOOR PLAN FOR SIZE OF COLUMN BASE EN��oS�RE. PERMIT SET NOTIFICATION <br /> BUILDER MAY USE ROOF � 3� SHED ROOF OVER LIVING ROOM WINDOW. SHED ROOF FRAMING: 2x8 This set of drqwings is beinq issued as a Permit Set and <br /> TRUSSES (BY ROOF TRUSS � � 24" O.C. W/ 2x4 � 24" O.C. SOFFIT FRAMING. PROVIDE LINEAR METAL is subject to change and adding of additional drawings <br /> MANUF.) � THIS LOCATION, VENTING BEHIND FASCIA BOARD. PAINTED PLYWOOD OR HARDIE PANEL or information as required by review by City of Everett <br /> IF DESIRED <br /> SOFFIT. NO METAL OR VINYL SOFFIT IS TO BE USED AT THIS AREA. Building Depa men . <br /> SCHEDULED RooF coNSTRucTioN _ DO NOT USE THIS DRAWING FOR <br /> ON 2x6 ROOF RAFTERS � 24" SIMPSON SLOPED CRAFTSMAN STYLE SUPPORT BRACKETS ARE DECORATIVE AND <br /> NON-STRUCTURAL. AT BUILDERS OPTION, JACK TRUSSES FROM TRUSS CONSTRUCTION UNLESS THIS DRAWING HAS <br /> O.C. W/ 2x6 CLG. JOISTS � HANGER (TYP) COMPANY MAY BE USED AT 24" O.C. IN LIEU OF 2x FRAMING. SEE A CITY OF EVERETf BUILDING DEPARTMENT <br /> � 24" O.C. W/ 1 LAYER OF 5/8" 2x8 LEDGER BEAM — ENLARGED DETAIL FOR ADDITIONAL INFORMATION. <br /> PTD. PLYBEAD CLASSIC PLYWOOD — 3� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) ��APPROVED�� STAMP UPON COMP�ETION OF <br /> SOFFIT SEE BUILDING AT UPPER LEVEL COVERED PORCH. W/ 2X4 FURRING W/ PTD. 1 x WOOD THE PERMIT REVIEW PROCESS. <br /> CONFIRM THIS DIMENSION W/ SECTION FOR NOTES <br /> WRAP & TRIM OVER 2 LAYERS OF BUILDING PAPER. REFER TO F Do not use for bidding or estimating purposes unless <br /> ROOF PLANS REGARDING HEIGHT PLANS FOR SIZE OF COLUMN ENCLOSURE. SEE NOTE #36. INSTALL <br /> OF FASCIA & ROOF authorized by Owner / Developer. Developer / Builder <br /> OVERNANG 23 � 1-1/2" DIAMETER METAL VENT LOUVER (FOR VENTILATION OF COLUMN shall be responsible for construction crews are supplied <br /> DBL. 2X8 2�_0" AX. } LOUVER L N) SEA N R OF COLUMN DIRECTLY ABOVE BASE BOARD. SET with all approved and most current construction <br /> I TUCK DECK WATERPROOFING FLASHING MEMBRANE UP BEHIND BUILDING documents. <br /> � PAPER AT DECK–PORCH INTERSECTION. <br /> 2x6 � 24" O.C. 3� STRUCTURAL BEAM (SEE STRUCT. DRAWINGS FOR SIZE & INFO). 1 4-16-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 /> 3� SEE ENLARGED COLUMN ELEVATION DRAWING FOR NOTES ON <br /> � 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 1 X TRIM BOARDS TO RADIUS AS SHOWN ON ELEVATION DRAWINGS. <br /> PROVIDE BLOCKING AS REQUIRED. NR. DATE REVI51oN <br /> PTD. PLY-BEAD 5/8" � 3� PAINTED METAL GUTTER/DOWNSPOUT. BUILDER TO COORDINATE <br /> o� PLYWOOD SOFFIT LOCATION OF ALL DOWNSPOUTS PRIOR TO FOUNDATION INSTALLATION. �`C�`O�P�`Y�`R�I�`G�H�`T� <br /> -� PTD. LINEAR 3� PAINTED HARDIE PANEL W/ 1x WOOD TRIM TO CREATE PANELED <br /> EXTERIOR WALL "fhese documents,the ideas and designs incorporated herein as an <br /> METAL SOFFIT ASSEMBLY 1 LOOK SELOW WINDOWS. FLASH ASSEMBLY TO PREVENT WATER FROM instrument of service and shall remain the property of Carl J.Colson- <br /> VENT PTD. CEDAR BRACKETS GETTING BEHIND BUILDING PAPER. <br /> G & SUPPORTS CUT 4� EYEBROW ROOF ABOVE ENTRY PORCH. INSTALL JACK TRUSSES (BY Architect PLLC and are solely for use�n the residential project(City <br /> �� Lights)on 2nd Ave.W,Everett,WA. These files may not be used on <br /> FROM 4x STOCK. TRUSS MANUFACTURER) � 24 O.C. TO 2x LEDGER BOARD W/ BLOCKING <br /> RE: ELEVATIONS FOR any other projects nor may they be transmitted electronically without <br /> LOCATIONS � � AS REQUIRED. INSTALL PAINTED PLYWOOD SOFFIT AND VENT W/ LINEAR <br /> METAL VENT STRIPS LOCATED IMMEDIATELY BEHIND 2x FASCIA. express permission of architect.They are not to be used by the client or <br /> � - -- -- - <br /> any other party or entity on this or other prvjects,in whole or part,or as <br /> an estension to this project except by agreement in writing with <br /> C-� 1 2Q PROJECTING TWO 7 � PILASTER COLUMN AT FACE OF aPPropriate financial compensation to Carl J.Coison-Architect PLLC <br /> SEE ELEVATION #1 FOR ADDITIONAL � Copyright 2008 Carl J.Colson-Architect YLLC, <br /> ��� � � �� � � � � NOTES & INFORMATION STORY BAY BUILDING. SEE SIDE ELEVATION �C <br /> & FLOOR PLAN. WRAP COLUMN �`,����+ �`��:. ��t ' �'^''`r� All rights reserved <br /> TRIM AROUND CORNER. <br /> �"���J1��Ca� � �'�s. ` 1� __: t1���� <br /> ❑ � <br /> � ��� ��� � � e � �� � �+ ��+ V��'� � � PERMIT DRAWINGS � � � � <br /> This note applies only to the arcnitectural drawing prepared by Carl J. Colson — The Builder shall be responsible for developing canstruction detaiis necessary The Architect has not been contracted to perform Construction Administration �� <br /> SCALE 1 4�� _ � �—��� Architect PLLC for Citv 9uilders NW (the Owner/Developer/Builder) for the Citv Liahts ta construct a weatnertiyht, durable building. services or Construction Observation services for this project and is not liable <br /> / single—family residential development project at 9909 2nd Ave 'N Everett WA. All flashing, weatherproofing, roofing, and waterproofing details and or responsible for determining adequacy of construction of building envelope <br /> This architectural drawing is prepared as a part of the Permit Set of drawings (a�ong construction of these detail assemblies are the full and camplete or details. <br /> wi'th structural drawings provided by structural engineer) for the Ownzr/Dzveloper/Builder responsibility of the Owner/Developer/Builder and these details snall bz The Owner/Developer/Builder shall be responsible for inspecting and verifying ° <br /> for tnis prajec't only. All dztails, 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 performancz. correctly and meet Owner/Developer/Builder approval and accepted industry � � <br /> ,, standards before being covered by subsequent construction work. ° <br /> °0 <br />