9919 1ST PL W 2018 Plans 2022-12-02

T�HS�IS A COVERED DECK. CONTRACTOR SHALL SLOPE DECK JOISTS TO DRAIN IOTE: THIS ROOF (BEYOND AT PROJECTING TOWARD EXTERIOR (1/4"��r> BAY) OCCURS ONLY AT UNITS #15 AND NOTES TO BUILDING ELEVATIONS NOTE: #8. IT DOES NOT OCCUR AT UNITS #2, SEE ROOF PLAN FOR ALL ROOF THIS DRAWING SHOWS A DECK ON A COVERED PORCH OVER ENTRY PORCH BELOW. DECK CONSTRUCTIDN SIMItAR AT DECK OVER ENCLOSED BUILDING 6, 11, & 14. SEE FLOOR PLANS FOR SLOPE AND CONSTRUCTION SPACE BELOW. SEE NOTE AT eorroM aF oRawiNc. UNITS W/0 PROJECTING BAY INFORMATION (TYP) NOTE: THE TERM "BUILDER" REFERS TO THE DEVELOPER WHOSE PAwTEo 2x cE�aR cAP w/ _ - RESPONSIBILITY INCLUDES THAT OF GENERAL CONTRACTOR. SLOPED TOP AS SHOWN THESE NOTES ARE FOR THE EXTERIOR BUILDING ELEVATION DRAWINGS AT PAINTED 2X4 CEDAR — = ALL UNITS. ALL NOTES MAY NOT APPLY TO EACH UNIT. SUPPORT CAP __ \ THESE ELEVATION NOTES ARE FOR ALL SIPJGLE-FAMILY HOUSES DESIGNED � PAINTED 1X4 CEDAR _ PAINTE� 2X2 cE�aR _ I I I I II BY ARCHITECT. SOME NOTES MAY REFER TO CONSTRUCTION TYPES OR BALLISTERS/SUPPORTS � s" o.c.---, ITEMS NOT FOUND IN THIS PROJECT. I I I I I f I II � PAINTED 4X4 CEDAR RAILING � PAINTED METAL OVERHEAD GARAGE DOOR (AUTOMATIC OPENER) W/ SUPPORT POSTS � 48" O.C. MAX BUILDER TO SELECT DECK WATERPROOFING VISION PANELS AS SHOWN. IIQUID OR SPRAY APPLIED WATERPROOF AND SHALL FLASH AND DErK COATING OVER WATERPROOF o INSTALL PER � PAINTED WOOD TRIM AT HEAD OF GAftAGE DOOR OR AT HE D 0 MEMBRANE OVER 3/4" EXT. FLYWOOD � MANUFACTURERS OPENING AT COVERED PORCH.. 5/4x10 HEAD PIECE WITH WOOD TRIM OVER SCHEDULED JOIST FRAMING �' REQUIREMENTS AND ACCEPTED INDUSTRY PROFILE MOLDING AT TOP AND BOTTOM AS SHOWN (SELECTION BY PAINTED 2X4 CEDAR CAP STANDARDS TO BUILDER). SEE WINDOW SCHEDULE ABOUT METAL HEAD F�SHING W/ SLOPED TOP AS SHOWN CONSTRUCT A PAINTED 2X4 CEDAR WATERPROOF DECK. -- — � REQUIREMENTS. PAINTED 1X4 CEDAR � PROJECTING BAY WINDOW. BAY SHALL BE SUPPORTED BY LEG OF 4X4 POST FASTENED TO METAL DRIP EDGE CANTILEVERED FLOOR JOISTS. SUPPORT BEAM W/ (2) 1/2"� x 4" PER DECK COATING CARL J. COLSON � ARCHITECT PLLC GALV, LAG BOLTS MANUF. UILD NGMS�ECT&IONSI FOR NOT�ES ON I WALL� AS EMBLYOARD SIDING. SEE REQUIREMENTS 23623 20th AVENUE W BOTHELL, ' SCHEDULED DECK JOIS� � INSULATED VINYL WINDOWS - REFER TO WINDOW SCHEDULE. FRAMING � 16" O.C. JOIST HANGERS �� RACKET.FHORIZON ALEANDDANGL�ED SUPPORTOBRAC�KETSASHALLPBE� 4X4. �AS�IINGTON 9�0�1 (�2�) 806--3'703 SCHEDULED DECK JOIST VERTICAL SUPPORT AT WALL SHALL BE 3x4 W/ CHAMFERED. HORIZONTAL SUPPORT BEAM 5/4" PTD. CEDAR FASCIA AND VERTICAL BRACKETS SHALL HAVE CHAMFERED ENDS. pRO�ECT: BOARD � TRIM BAND AT AREA BETWEEN DIFFERENT SIDING MATERIALS, sEE SLOPE NOTE (� TOP OF DETAIL) FOR DECK JOIST SLOPES BETWEEN DIFFERENT AREAS OF SIDING, OR AT BOTTOM OF CANTILEVERED NOTE: � FLOOR OR WINDOW BAYS. 5/4 x 10 OR 2x10 W/ WOOD TRIM PROFILE � s AT DECKS WITH COVERED PORCH BELOW, PROVIDE LINEAR METAL VENTING sTR�Ps To vENT �olsT sPACEs. MOLDING AT TOP AND BOTTOM (SELECTION BY BUILDER). �� ,� �S DECKS WITH HEATED LIVWG AREA BELOW, INSTALL 1 2" GWB CEILING (w/ } 8. PAINTED OR STAINED CEDAR SHINGLES OR HARDIE60ARD SHINGLES. Y VAPOR BARRIER) AND R-30 BATT INSULATION / } I ALL PAINTED CEDAR SHINGLES SHALL BE DIPPED IN PRIMER AND THEN . , NOTE: I SEE STRUCTURAL FRAMING DRAWINGS FOR INFORMATION ON ALL DECK PAINTED. SEE BUILDING SECTIONS FOR NOTES ON WALL ASSEMBLY. �i� 1�� JOISTS AND SUPPORT BEAMS (TYP) � CHIMNEY FLUE ENCLOSURE FOR GAS FIREPLACE. PAINTED CEDAR � � SIDING OR HARDIEBOARD SIDING OVER 2 LAYERS 60 MINUTE BUILDING � � �E � �K ��Ll�IR� ��I� PAPER OVER 1/2" EXT. PLYWOOD SHEATHING OVER 2x4 STUDS (16" o O.C.) W/ PAINTED METAL CHIMNEY FLUE CAP. �� 10 — 1� PROJECTING TWO STORY BAY AT THIS ELEVATION. COORDINATE WITH STRUCTURAL FRAMING DRAWINGS. 1� INSULATED SKYLIGHT (W/ LOW E SAFEfY GLAZING) ON PRESSURE TREATED 2x4 WOOD CURB WITH METAL FLASHING PER SKYLIGHT 9909 2nd Avenue W � WINDOW MANI�CTURERS INSTRUCTIONS. EVerett� WA 9g2U4 SEAT 12.) Bdh�00D TRIM AND PANELS INSTALLED TO MATCH LOOK OF (BEYOND) � FREE�,NDING PORCH COLUMNS. ENTRY HALL �� FA�RESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) W/ ��- FURRING W/ PTD. 1 x WOOD WRAP & TRIM OVER 2 IAYERS OF � BUIL��}G PAPER. REFER TO FLOOR PLANS FOR SIZE OF COLUMN CLIENT. I � SEE LOUL�(FORSVENNILATION3 OFI CSOLUMN1 ASSEMBLIY) AT REART OF COLUMN Cl� BL111C�eYS NW > GUARDRAIL DIRE�LY ABOVE BASE BOARD. SET LOUVER �N SEA�,NT. 410148th St. NE � I NOTES ON 20 SHEET 1� 2'-6" HIGH GUARDRAIL AT FRONT PORCH (36" HIGH IF PORCH IS � � "' I A-4.1 FOR MORE THAN 30" ABOVE FINISH GRADE).. COORDINATE TOP OF COLUMN Arlington, WA 9SZZ3 F-F�es REqUIREMENTS BASE TRIM WITH TOP OF GUARDRAIL AS SHOWN. 1� 36" HIGN PAINTED CEDAR GUARDRAIL AT COVERED PORCH. SEE LANDSCAPE BLOCK GUARDRAIL CONSTRUCTION NOTES ON SHEET A-4.1. WALL STEPS BEYOND. 16.) CONCRETE STEPS - SEE FLOOR PLANS. � �� 1� TROWELLED-ON FINISH ON EXPOSED CONCRETE WALL SURFACES. FOUNDATION SUBCONTRACTOR NOTE: INSTALL 36" HIGH FENCE � DOOR LANDING WHERE 1� ELECTRIC METER - INSTALL PER ELECT. C0. REQUIREMENTS. BUILDER MAY CHOOSE TO STEP FOUNDATION DUE TO CHANGE IN GRADE EXCEEDS 18" (CODE REQUIRES 1� GAS b1ETER - INSTALL PER GAS C0. REQUIREMENTS. � �� VARYING FINISH GRADES AT DIFFERENT UNITS. GUARD WHERE GRADE DIFFERENCE IS 30" OR HIGHER) � LINE OF FINISH GRADE BEYOND. FOUNDATION SUBCONTRACTOR TO COORDINATE STEPS IN 2� PAINTED METAL VENT FOR REAR-VENT GAS FIREPLACE. FOUNDATION WALL & FOOTINGS W/ BUILDER, STRUCT. DWGS., AND EXISTING GRADE CONDITIONS 2� EXPOSED AGGREGATE CONCRETE PORCH & STEPS. � � �� > � �� 2� SIDEWALL OF BAY WINDOW BEYOND. SEE PLAN FOR OC . 2� CRAFTSMAN STYLE PORCH COLUMNS PRESSURF TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) W/ 2X4 CANTED FRAMING � ��F Y�� SCALE 1 /4�� _ � �-O�� SEE ROOF PLAN FOR ALL ROOF W/ 5/8" EXT. PLYWOOD W/ PTD. 1x WOOD WRAP 8c TRIM OVER 2 � � SLOPE AND CONSTRUCTION LAYERS OF BUILDING PAPER. �/ � INFORMATION (TYP) 2� CRAFTSMAN STYLE PORCH LIGHT FIXTURE. 2� INSTALL FASCIA & GUTTER OF PORCH ROOF TO ALIGN W/ FASCIA & GUTTER OF DECK AT COV�RED PORCH. _ 2� SURFACE OF DECK TO SLOPE TO GUTTER AS SHOWN ON FLOOR — PLANS. 2� 2X10 CEDAR BAND BOARD W/ TRIM AT TOP AND BOTTOM OF EXTERIOR FACE. BUILDER TO COORDINATE COVERED PORCH _ WATERPROOFING - FLASHWG WITH TOP EDGE OF THIS BAND TRIM. " � -- - - - - — � PTD. CEDAR BRACKEfS (FOR BAY WINDOW OR CANTILEVERED FLOOR) � , '� t ' � � � CUT FROM 4X6. TRIM PROFILE BY BUILDER. ` � �� ''"� 3� DECORATIVE GABLE END VENT (WOOD OR POLY : VENT NOT ' � - REQUIRED FOR VENTILATION.) SIZE (MIN. 20'� W x 30��H) AND STYLE — SELECTION BY BUILDER. TRIM VENT WITH WOOD TRIM SIMILAR TO TRIM � �; �� i �. �;,)L;�l�\, %;' USED AT WINDOWS. ��1��3��`'�+� �� . 3� PAINTED METAL INSULATED DOOR. STYLE SELECTION BY BUILDER. ��`�_�„_._---�" '��s 32.� SYNTHETIC STONE VENEER AT COLUMN BASE. INSTALL STONE � VENEER OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER � � � � � CEMENT BOARD OVER BITUTHENE MEMBRANE WATERPROOFING, REFER TO FLOOR PLAN FOR SIZE OF COLUMN B�SE EN��oS�RE. PERMIT SET NOTIFICATI�N 3� SHED ROOF OVER LIVING ROOM WINDOW. SHED ROOF FRAMING: 2x8 This set of drawings is being issued as a Permit Set and � 24" O.C, W/ 2x4 � 24" O.C. SOFFIT FRAMING. PROVIDE LINEAR METAL is subject to change and adding of additional drawings VENTING BEHIND FASCIA BOARD. PAINTED PLYWOOD OR HARDIE PANEL or information as required by review by City of Everett SOFFIT. NO METAL OR VINYL SOFFIT IS TO BE USED AT THIS AREA. Building Department. � CRAFTSMAN STYLE SUPPORT BRACKETS ARE DECORATIVE AND DO NOT USE THIS DRAWING FOR NON-STRUCTURAL. AT BUILDERS OPTION, JACK TRUSSES FROM TRUSS CONSTRUCTION UNLESS THIS DRAWING HAS COMPANY MAY BE USED AT 24" O.C. IN LIEU OF 2x FRAMING. SEE A CITY OF EVERETT BUILDING DEPARTMENT ENLARGED DETAIL FOR ADDITIONAL INFORMATION. 3� PRESSURE TREATED SUPPORT POST (SEE STRUCTURAL DRAWINGS) ��APPROVED�� STAMP UPON COMPLETION OF AT UPPER LEVEL COVERED PORCH. W/ 2X4 FURRING W/ PTD. 1x WOOD THE PERMIT REVIEW PROCESS. WRAP & TRIM OVER 2 LAYERS OF BUILDING PAPER. REFER TO FLOOR Do not use for bidding or estimating purposes unless PLANS FOR SIZE OF COLUMN ENCLOSURE. SEE NOTE #36. INSTALL 2� 1-1/2" DIAMETER METAL VENT LOUVER (FOR VENTILATION OF COLUMN authorized by Owner � Developer. D2veloper � Builder ASSEMBLY) AT REAR OF COLUMN DIRECTLY ABOVE BASE BOARD. SET shall be responsible for construction crews are supplied — O LOUVER IN SEALANT. with all approved and most current construction TUCK DECK WATERPROOFING FLASHING MEMBRANE UP BEHIND BUILDING documents. � PAPER AT DECK-PORCH INTERSECTION. 3� STRUCTURAL BEAM (SEE STRUCT. DRAWINGS FOR SIZE �c INFO). 1 4-16-08 PLAN B & C ISSUED FOR PERMIT � BEAM TO BE WRAPPED WITH BUILDING PAPER AND TRIMMED WITH 1 X PTD. WOOD WITH TRIM AT LOWER EDGE OF BEAM AS SHOWN. 3� SEE ENLARGEU COLUMN ELEVATION DRAWING FOR NOTES ON COLUMN ASSEMBLY CONSTRUCTION. �� 3� 1 x PTD. WOOD TRIM BOARDS (FRONT, REAR, & BOTTOM FACE) \\ OVER 2 LAYERS BUILDING PAPER OVER STRUCTURAL SUPPORT BEAM. CUT I I I \�� 1 X TRIM BOARDS TO RADIUS AS SHOWN ON ELEVATION DRAWINGS. PROVIDE BLOCKING AS REQUIRED. NR. DATE REVISION 3� PAINTED METAL GUTTER/DOWNSPOUT. BUILDER TO COORDINATE LOCATION OF ALL DOWNSPOUTS PRIOR TO FOUNDATION INSTALLATION. �`C�`O�`P�`Y�`R'�I�`G�`H�`T�` 3� PAINTED HARDIE PANEL W/ 1 x WOOD TRIM TO CREATE PANELED These documents,the ideas and designs incorporated herein as an LOOK BELOW WINDOWS, FLASH ASSEMBLY TO PREVENT WATER FROM GE171NG BEHIND BUILDING PAPER. instrument of service and shall remain the property of Carl J.Colson- 4� EYEBROW ROOF ABOVE ENTRY PORCH. INSTALL JACK TRUSSES (BY �chitect PLLC and are solely for use on the residential project(City > INSTALL 36" HIGH � 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 FENCE � DOOR AS REQUIRED. INSTALL PAINTED PLYWOOD SOFFIT AND VENT W� LINEAR any other projects nor may they be transmitted electronically without LANDING WHERE CHANGE IN GRADE I METAL VENT STRIPS LOCATED IMMEDIATELY BEHIND 2x FASCIA. express permission of architect.'They are not to be used by the c ient or EXCEEDS 18" (CODE any other party or entity on this or other projects,in whole or part,or as REQUIRES GUARD an extension to this project except by agreement in writing with WHERE GRADE DIFFERENCE IS 30" OR 31 SEE FRONT AND REAR ELEVATION FOR ADDITIONAL NOTES. 28 �Q appropriate financial compensation to Carl J.Colson-Architect YLLC HIGHER) �'� �� ' �`'P�� ='�� All r gh�t e00�C�ar1 J.Colson-Architect YLLC, O �=c��'� :r��'CL� �C�� `";��1T PERMIT DRAWINGS p� � � o . . � � . . form Construction Administration � � �l_/�l > ,Q �7 �'1 �I ��1 � This note applies only to the architectural drawing prepared by Carl J. Colson — The Builder shall be responsiole for developing construction details necessary The Architect has not been contracted to per �� � � /\ �\� �� fy p o � �� II-1 � � 111 i,�� lrchitect PLLC for Citv 9uilders NW (the Owner�Developzr�Builder} for the Citv Liahts to construct a weathertight, durable buildiny. services or Construction Observation szrvices for tnis project and is not liable C� �! !L �� JL�l�' it � �i� i� 1 JIL.J � �a �i �� single—family residential development projzct at 9909 2nd Ave W Everett WA. All flashing, weatherproofing, roofing, and waterproofing details and or responsible far determining adequacy of constructian of building ?nvelape ' This architzctural drawing is przpared as a part of the Permit Szt of drawings (along construction of these detail assemblies are the full and complete or details. � SCALE 1 4�� — � �—�� witn structural drawings provided b� structural engineer) for tne Owner/Developer/Builder responsibili'ty of the Owner/Developer�Builder and these details shall bz The Owner�Developer�Builder shall be respansible for inspecting and verifying o 0 / far this project only. All dztails, notes, and drawings shown are for Permit purposes only constructed per manuiacturer requirements, building code requirements, and that all flashing, weatherproofing, roofing, and waterproofing details are built and do not constitute the full set of de'tails re uired to construct this ro ect, accepted Industry Standards for performance. correctly and mezt Owner/Developer/Builder approval and accepted industry � � 9 P 1 standards befare being covered by subsequent construction work. ° �°