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<br /> THIS IS A COVERED DECK. CONTRACTOR SHALL SLOPE DECK JOISTS TO DFt41N
<br /> TOWARQ EXTERIOR (1/4"/FT) �
<br /> NOIE: � NOTES TO BUILDING ELEVATIONS
<br /> THIS DftA1NING SHOWS A DECK ON A C�VERED PORCH OVER ENTRY PORCH
<br /> BELaW. DECK CONSTRUCTION SIMILAR AT DECK OVER ENCLOSED BUILDING
<br /> SPACE BELOW. SEE NOTE AT BOTfOM oF oR,awiNc. SEE ROOF PLAN FOR ALL ROOF NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WNOSE
<br /> SLOPE AND CONSTRUCTION
<br /> PAINTED 2X CEDAR CAP W/ INFORMATION TYP RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. -
<br /> SLOPED TOP AS SHOWN � � \ �
<br /> THESE NOTES ARE FOR THE EXTERIOR BUILDING E�EVATION DRAWINGS AT
<br /> PAINTED 2X4 CEDAR ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH UNIT.
<br /> SUPPORT CAP .
<br /> PAINTED 1X4 CEDAR THESE ELEVATION NOTES ARE FOR ALL SINGLE-FAMILY HOUSES DESIGNED
<br /> BY ARCHITECT. SOME NOTES MAY REFER TO CONSTRUCTION TYPES OR :
<br /> PAINTED 2X2 CEDAR ,i
<br /> BALLISTERS/SUPPORTS � 5°' a.c. — _ ITEMS NOT FOUND IN THIS PROJECT.
<br /> PAINTEa 4X4 CEDAR RAILING — I — �
<br /> SUPPORT P05TS � 48" o.c. Max BUILDER TO SELECT — I I I - � PAINTED METAL OVERHEAD GARAGE DOOR (AUTOMATIC OPENER) W/
<br /> DECK WATERPROOFING I � \� VISION PANELS AS SHOWN.
<br /> LIQUID OR SPRAY APPLIED WATERPROOF : AND SHALL FLASH AND — � � �
<br /> DECK COATING OVER WATERPROOF o iNSTn�� PER - � � PAINTED WOOD TRIM AT HEAD OF GARAGE DOOR OR AT HEAD OF
<br /> MEM9RANE OVER 3/4" EXT, PLYWOOD ;� MaNUFacTURERs OPENING AT COVERED PORCH.. 5 4x10 HEAD PIECE WITH WOOD TRIM
<br /> OVER SCHEDULED JOIST FRAMING REQUIREMENTS AND �
<br /> PAINTED 2X4 CEDAR CAP ACCEPTED INDUSTRY PROFILE MOLDING AT TOP AND BOTTOM AS SHOWN (SELECTION BY
<br /> STANDARDS TO
<br /> W/ SLOPED TOP AS SHOWN CONSTRUCT A � � � BUILDER). SEE WINDOW SCHEDULE ABOUT METAL HEAD FLASHING
<br /> PAINTED 2X4 CEDAR WATERPROOF DECK. �
<br /> PAINTED 1X4 CEDAR REQUIREMENTS.
<br /> LEG OF 4X4 POST FASTENED TO 1 � PROJECTING BAY WINDOW. BAY SHALL BE SUPPORTED BY
<br /> SUPPORT BEAM W/ (2) 1/2"� x 4" MEfAL DRIP EDGE CANTILEVERED FLOOR JOISTS. CARL J. COLSON �- ARCHITECT I'LLC �
<br /> GALV. LAG BOLTS PER DECK COATING 4. PRIMED & PAINTED CEDAR SIDING OR HARDIEBOARD SIDING. SEE
<br /> SCHEDULED DECK JOIST EQUIREMENTS UILDING SECTIONS FOR NorEs oN wa�� a,ssEMB�Y. 23623 20th AVENUE W BOTHELL,
<br /> FRAMING C� is" o.c� � INSULATED VINYL WINDOWS - REFER TO WINDOW SCHEDULE. �
<br /> JOIST HANGERS �o � CRAFTSMAN Sll'LE PTD. CEDAR 4X4 WOOD ROOF RAKE SUPPORT WASHINGTON 98021 (425) 806-3'703 .
<br /> SCHEDULED DECK JOIST BRACKET. NORIZONTAL AND ANGLED SUPPORT BRACKETS SHALL BE 4X4. �
<br /> SUPPORT BEAM VERTICAL SUPPORT AT WALL SHALL BE 3x4 W/ CHAMFERED. HORIZO�TAL
<br /> 5/4" PTD. CEDAR FASCIA AND VERTICAL BRACKETS SHALL HAVE CHAMFERED ENos. PROJECT:
<br /> aoaR� � TRIM BAND AT AREA BETWEEN DIFFERENT SIDING MATERIALS, •
<br /> SEE SLOPE NOTE (� TOP OF DETAIL) FOR DECK JOIST SLOPES BETWEEN DIFFERENT AREAS OF SIDING, OR AT BOTTOM OF CANTILEVERED
<br /> NOTE: 23 FLOOR OR WINDOW BAYS. 5 4 x 10 OR 2x10 W WOOD TRIM PROFILE o �
<br /> AT DECKS WITH COVERED PORCH BELOW, PROVIDE LINEAR METAL VENTWG � �
<br /> STRIPS TO VENT JOIST SPACES. MO�DING AT TOP AND BOTTOM (SELECTION BY BUILDER). �� � ��
<br /> AT DECKS WITH HEATED LIVING AREA BELOW, INSTALL 1/2" cwe cEiuNc (w/ 8. PAINTED OR STAINED CEDAR SHINGLES OR HARDIEBOARD SHINGLES. �
<br /> VAPOR BARRIER) AND R-30 BATT INSULATION �
<br /> NorE: ALL PAINTED CEDAR SHINGLES SHALL BE DIPPED IN PRIMER AND THEN v , �
<br /> SEE STRUCTURAL FRAMING DRAWINGS FOR INFORMATION DN ALL DECK PAINTED. SEE BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY, ��� �����q��� �
<br /> JOISTS AND SUPPORT BEAMS (T(P) 1 � CHIMNEY FLUE ENCLOSURE FOR GAS FIREPLACE. PAINTED CEDAR Q� 111 � •
<br /> � � � � ,�-y ���� ���� SIDING OR HARDIEBOARD SIDING OVER 2 LAYERS 60 MINUTE BUILDING �
<br /> �� PAPER OVER 1/2" EXT. PLYWOOD SHEATHING OVER 2x4 STUDS (16" �
<br /> O.C.) W/ PAINTED METAL CHIMNEY FLUE CAP. ��������� �
<br /> (AT P LAN TYP E D: D EC K G UAR D RAI L 1� PROJECTWG TWO STORY BAY AT THIS ELEVATION. COORDINATE WITH '
<br /> STRUCTURAL FRAMING DRAWINGS.
<br /> NOT USED, A 36�� HIGH WALL WILL �� INSULATED SKYLIGHT (W/ LOW E SAFETY GLAZING) ON PRESSURE
<br /> BE INSTALLED f�T DECK) TREATED 2x4 WOOD CURB WITH METAL FLASHING PER SKYLIGHT 9909 2nd Avenue `� .
<br /> 1 MANUFACTURERS INSTRUCTIONS. �-�',Verett, WA 98204
<br /> 1� WOOD TRIM AND PANELS INSTALLED TO MATCH LOOK OF
<br /> FREESTANDING PORCH COLUMNS.
<br /> O 1� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS)
<br /> W/ 2X4 FURRING W/ PTD. 1 x WOOD WRAP & TRIM OVER 2 LAYERS OF ''�
<br /> LINE OF FINISH FLOOR I BUILDING PAPER. REFER TO FLOOR PLANS FOR SIZE OF COLUMN CLIENT: �
<br /> ENCLOSURE. SEE NOTE #36. INSTALL 1-1/2" DIAMETER METAL VENT �
<br /> C ORDNATEESTE PED LOWER (FOR VENTILATION OF COLUMN ASSEMBLY) AT REAR OF COLUMN Cl� BL111C�erS NW �
<br /> FOOT,DGTIWALLS W/ o DIRECTLY ABOVE BASE BOARD. SET LOUVER IN sEa�NT. 410148th St. NE
<br /> SITE GRADING 1� 2'-6" HIGH GUARDRAIL AT FRONT PORCH (36" HIGH IF PORCH IS �r�lfl 011 WA 9g223
<br /> MORE THAN 30" ABOVE FINISH GRADE).. COORDINATE TOP OF COLUMN � � '
<br /> BASE TRIM WITH TOP OF GUARDRAIL AS SHOWN.
<br /> 1� 36" HIGH PAINTED CEDAR GUARDRAIL AT COVERED PORCH. SEE
<br /> — — — — — — — — GUARDRAIL CONSTRUCTION NOTES ON SHEET A-4.1. �
<br /> 16.) CONCREI�E STEPS - SEE FLOOR PLANS.
<br /> � _ _ _ _ _ _ _ _ _ _ _ _ _ � � 1� TROWELLED-ON FINISH ON EXPOSED CONCRETE WALL SURFACES. � ���T ��� � �
<br /> 1� ELECTRIC METER - INSTALL PER ELECT. C0. REQUIREMENTS. -L ��
<br /> � - - � sEE ENTRY ELEVATION FOR 18 19 ' 19. GAS METER - INSTALL PER GAS C0. REQUIREMENTS.
<br /> _ _ ADDITIONAL NOTES & INFORMATION � � �
<br /> � � GAS AND ELECTRIC METERS AT THIS � LINE OF FINISH GRADE BEYOND. � ��� � � � � "''
<br /> C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � AREA. REFER TO •FLOOR PLANS. 2� PAINTED METAL VENT FOR REAR-VENT GAS FIREPLACE. >
<br /> L
<br /> � � ^ � ��� � � o ���� � ������ � N 2� EXPOSED AGGREGATE CONCRETE PORCH & STEPS. •
<br /> �� 2� SIDEWALL OF BAY WINDOW BEYOND. SEE PLAN FOR LOCATION. � � T ��� � �
<br /> 2� CRAFTSMAN S1YLE PORCH COLUMNS - PRESSURE TREATED �k�
<br /> SCALE 1 /4�� _ � �—O�� SUPPORT POST (SEE STRUCTURAL DRAWINGS) W/ 2X4 CANTED FRAMING •
<br /> W/ 5/8" EXT. PLYWOOD W/ PTD. 1 x WOOD WRAP 8c TRIM OVER 2 � ������ � �T � y
<br /> � LAYERS OF BUILDING PAPER. � �I
<br /> SEE ROOF PLAN FOR ALL ROOF 2� CRAF-TSMAN STYLE PORCH LIGHT FIXTURE.
<br /> SLOPE AND CONSTRUCTION 2� INSTALL FASCIA 8c GUTTER OF PORCH ROOF TO ALIGN W/ FASCIA �
<br /> INFORMATION (TYP) & GUTTER OF DECK AT COVERED PORCH.
<br /> 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. �i: �`�"`� a '`�"'F'����� �
<br /> � J
<br /> 3� DECORATIVE GABLE END VENT (WOOD OR POLY : VENT NOT �' f,�•�� Ji ��' �
<br /> - REQUIRED FOR VENTILATION.) SIZE (MIN. 20° W x 30"H) AND STYLE �; " '
<br /> SELECTION BY BUILDER. TRIM VENT WITH WOOD TRIM SIMILAR TO TRIM ±
<br /> — ,��� �, i
<br /> USED AT WINDOWS. , J;�� '- j� ���� ':
<br /> � �(E' r ,t�'l�:�t��Ili�lr7r�a °
<br /> 3� PAINTED MEfAL INSULATED DOOR. STYLE SELECTION BY BUILDER. � �_,�-- � E,
<br /> 3� SYNTHETIC STONE VENEER AT COLUMN BASE. INSTALL STONE �' �� ',
<br /> VENEER OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER
<br /> FLOORTPLANRFOR SIZEBOFTCOLUMNEBASENENCLOSUREOOFING. REFER TO pERMIT SET NOTIFICATI�N
<br /> 3� SHED ROOF OVER LIVING ROOM WINDOW. SHED ROOF FRAMING: 2x8 This set of drqwings is being issued as a Permit Set and
<br /> � 24" O.C. W/ 2x4 � 24" O.C. SOFFIT FRAMING. PROVIDE LINEAR METAL is subject to change and adding of additional drawings �
<br /> VENTING BEHIND FASCIA BOA.RD. PAINTED PLYWOOD OR HARDIE PANEL or information as required by review by City of Everett �
<br /> SOFFIT. NO METAL OR VINYL SOFFIT IS TO BE USED AT THIS AREA. Building Department. �
<br /> CRHFTSMAN STYLE SUPPORT BRACKETS ARE DECORATIVE AND DO NOT USE THIS DRAWING FOR
<br /> NON-STRUCTURAL. AT BUILDERS OPTION, JACK TRUSSES FROM TRUSS CONSTRUCTION UNLESS THIS DRAWING HAS
<br /> COMPANY MAY BE USED AT 24" O.C. IN LIEU OF 2x FRAMING. SEE A CiTY OF EVERETT BUILDING DEPARTMENT
<br /> ENLARGED DETAIL FOR ADDITIONAL INFORMATION. '
<br /> 3� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) ��APPROVED�� STAMP UPON COMPLETION OF
<br /> AT UPPER LEVEL COVERED PORCH. W/ 2X4 FURRING W/ PTD. 1x WOOD THE PERMIT REVIEW PROCESS.
<br /> WRAP & TRIM OVER 2 LAYERS OF BUILDING PAPER. REFER TO FLOOR Do not use for bidding or estimating purposes unless
<br /> PLANS FOR SIZE OF COLUMN ENCLOSURE. SEE NOTE #36. INSTALL authorized by Owner � Developer. Developer / Builder
<br /> 1-1/2" DIAMETER METAL VENT LOUVER (FOR VENTILATION OF COLUMN shall be responsible for construction crews are supplied
<br /> ASSEMBLY) AT REAR OF COLUMN DIRECTLY ABOVE BASE BOARD. SET with all approved and most current construction
<br /> LOUVER IN SEALANT. documents. �
<br /> TUCK DECK WATERPROOFING FLASHING MEMBRANE UP BEHIND BUILDING ��
<br /> PAPER AT DECK-PORCH INTERSECTION. �
<br /> 3� STRUCTURAL BEAM (SEE STRUCT. DRAWINGS FOR SIZE & INFO). � 4-ts-os PLAN B & C ISSUED FOR PERMIT •
<br /> 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 /> 2 4-28-OS PfAN A ISSUED FOR PERMIT
<br /> 33 — 3� SEE ENLARGED COLUMN ELEVATION DRAWING FOR NOTFS ON 3 5-5-OS PLAN U ISSUED FOR PERMIT
<br /> COLUMN ASSEMBLY CONSTRUCTION. "
<br /> 3� 1 x PTD. WOOD TRIM BOARDS (FRONT, REAR, & BOTTOM FACE}
<br /> C , OVER 2 LAYERS BUILDING PAPER OVER STRUCTURAL SUPPORT BEAM. CUT
<br /> 1 X TRIM BOARDS TO RADIUS AS SHOWN ON ELEVATION DRAWINGS. '
<br /> PROVIDE BLOCKING AS REQUIRED. NR. DATE aEVISION
<br /> 3� PAINTED METAL GUTTER/DOWNSPOUT. BUILDER TO COORDINATE
<br /> LOCATION OF ALL DOWNSPOUTS PRIOR TO FOUNDATION INSTALLATION. *C�`O�`P�`Y�`R�I�`G�H�`T�`
<br /> 3� PAINTED HARDIE PANEL W� 1 x WOOD TRIM TO CREATE PANELED These documents,the ideas and designs incorporated herein as an
<br /> LOOK BELOW WINDOWS. FLASH ASSEMBLY TO PREVENT WATER FROM '
<br /> GETTING BEHIND BUILDING PAPER. instrument of service and shall remain the property of Carl J.Colson- .
<br /> 4� EYEBROW ROOF ABOVE ENTRY PORCH. INSTALL JACK TRUSSES (BY Architect PLLC and are solely for use on the residential project(City
<br /> TRUSS MANUFACTURER) � 24" O.C. TO 2x LEDGER BOARD W� BLOCKING Lights)on 2nd Ave. W,Everett,WA. These files may nvt be used on
<br /> AS REQUIRED. INSTALL PAINTED PLYWOOD SOFFIT AND VENT W/ LINEAR any other projects nor may they be transmitted electronically without -
<br /> METAL VENT STRIPS LOCATED IMM EDIATELY BEHIND 2x FASCIA. express permission of architect.They are not to be used by the client or .
<br /> � any other party or entity on this or other projects,in whole or part,or as �
<br /> an extension to this project except by agreement in writing with
<br /> appropriate fmancial compensation to Carl J.Colson-Architect PLLC
<br /> Copyright 2008 Carl J.Colson-Architect YLLC, �
<br /> SEE ENTRY ELEVATION FOR OO .
<br /> ADDITIONAL NOTES & INFORMATION �',�1�"'�.r �'` ;�� �` ,"�`" `"`'"�" All rigbts reserved
<br /> ° ) ��� t/ 'i:���i. �.__-.' 1"�✓. ' I _... !t'J:l�
<br /> � ��1 7 ��� � � m � �� � � �� 1 ��� ��l � �
<br /> PERMIT DRAWINGS ';�
<br /> SCALE 1 /4�� _ � �—Q�� This note applies only to the architectural drawing prepared by Carl J. Colson — The Builder shall be responsible for developing canstruction details necessary The Arcnitect has not been contracted to perform Construction Administration � � �� � '
<br /> Architect PLLC for Citv Builders NW (the Owner/Developar/Builder) for the Citv Lights to 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 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 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 in>pecting and verifying ° ° >
<br /> for this project only. All details, notes, and drawings shown are for Permit purposes only cons'tructed per manufacturer requirements, building code requirements, and that all flashing, weatherpraofing, roofing, and waterproofing details are built
<br /> and do nat constitute th2 full set of de+.ails required to construct this project. accepted Industry Standards for performance. correctly and meet Owner�Developer�Builder approval and ❑ccepted industry � � '
<br /> standards befare being covered by subszquent construction work. � O -
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