9923 1ST PL W 2008 Plans 2022-11-07

',;'.i�`�';",';o- ' . � . . . _ . CONSTRUCTION ASSEMBLY NOTES SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND STAIR � STEPS CONSTRUCTION NOTES . FASTENERS ON SHEET A-1.2 1)MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL . BE 10": HEADROOM MINIMUM SHALL BE 6'-8": WIDTH , SHALL BE 36" MINIMUM. REFER TO FLOOR PLANS FOR FI R E RATED ASS EM B LI ES SCHEDULFD STAIR WIDTH, RISER DIMENSIONS, AND TREAD DIMENSIONS. ROOF TRUSS SHINGLE-OVER ROOF RIDGE ROOF SLOPE REFER TO SHEET 2-1 FOR FIRE/OCCUPANCY SEPARATION 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR ,� ROOF TRUSS LAYOUT IS SCHEMATIC FOR VENT: SEE ROOF PLAN FOR SEE ROOF PLAN FOR ROOF SLOPE NEWE� POST AND PLACED MINIMUM 34", MAXIMUM 38" BUILDING SECTION PURPOSES ONLY. REFER ALL LOCATIONS INFORMATION REQUIREMENTS BETWEFN GARAGE AND LIVING SPACE TO ROOF PLAN AND EXTERIOR BUILDING ABOVE TREAD NOSING. PRE-ENGINEERED ROOF TRUSSES 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT ELEVATION DRAWINGS FOR ROOF DESIGN WALL CONSTRUCTION NOTES LESS THAN 1-1/2" NOR MORE THAN 2" IN THAT INCLUDES ROOF GABLES, HIPS, OR @ 24" O.C. - SEE STRUCTURAL CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL OVERFRAMED AREAS DRAWINGS TYPICAL EXTERIOR WALL CONSTRUCTION: PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE PRE-PRIMED & PAINTED CEDAR OR HARDIE-PLANK LAP SIDING / HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A CEDAR SHINGLES OVER 2 LAYERS 60 MINUTE BUILDING PAPER SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS _ _ _ _ ___ (OR VAPROSHIE�D) OVER 1/2" EXT. PLYWOOD (OR 7/16" PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET ' LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. _— ___ - --- --- - — --- - O.S.B.). SHEATHING OVER 2x6 STUDS � 16" O.C. W/ R-21 BAT� 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN k • INSULATION AND 1/2" PTD. GWB OVER .006 MIL VISQUEEN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN CARL J. COLSON � ARCHITECT PLLC VAPOR BARRIER ( OR APPROVED VAPOR BARRIER PAINT �. 4`L" HIGH WITH INTERMEDIATE MEMBERS SPACED SUCH THAT 23623 20th AVENUE �Y BOTHELL, A SPHERF 4" IN DIAMETER CANNOT PASS THROUGH. (DECKS � IYPICAL INT. WALL CONSTRUCTION: ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS w�rH�N WASHINGTON 98021 (425) 806-�3'703 � INDIVIDUAL UNITS MAY USE 36" HIGH GUARDRAILS). 1/2° PAINTED GYPSUM WALLBOARD (GWB) AT EACH SIDE OF GUARDRAILS ARE TO BE DESIGNED TO WITHSTAND A WALL W/ 2x4 STUDS C� 16" O.C. USE 1/2" WATER RESISTANT APPLIED AT AORIGHTOANGLET 0 N HE TOP OFETHEFRAILING.EN PROJECT: GYP. BD. � ALL KITCriEN, BATHROOM, AND LAUNDRY ROOM LOCATIONS. USE WONDERBOARD (CEMENT BACKERBOARD) BACKING � . BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS PATIO FENCEfGUARDRAIL CONSTRUCTION NOTES �i `�` �� S To Plate Elev. 1) ALL PATIOS SHALL BE CONSTRUCTED WITH THE "�'�'y �� . p, „ n � � �� GARAGE WALL CONSTRUCTION: Fo��oWlNc MaTERia�s: � 127 3-1/2 1 , _ �_ _ _ _ _ PATIO SURFACE: 4" CONCRETE SIAB ON COMPACTED • $'�j 1 _��,�il ATI�IC ACCESS ROOF TRUSS BEARING (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING GRAVEL/FILL WITH EXPOSED AGGREGATE FINISH. SEE FLOOR SEE UPPER LEVEL PLAN FOR ATTIC ROOF TRUSS NOT TO BEAR ROOF CONSTRUCTION �11 le � o � _ ACCESS HATCH LOCATION ON INTERIOR WALLS SEE ROOF CONSTRUCTION ASSEMBLY CONSTRUCTION BETWEEN GARAGE AND LIVING AREAS) PLAN FOR CONTROL JOINT LOCATION. PATIO POSTS: PAINTED CEDAR 4X4 POSTS � - - - - NOTES AT RIGHT FOR INFORMATION ON � , � ^ � (UNLESS NOTED ON 5 8" PTD. TYPE X GYPSUM WALLBOARD (FIRETAPED AT INTERIOR PATIO RAILING: PAINTED CEDAR 3x4 WITH TOP SLOPING TWO '� c/� � z SKYLIGHTS ROOF CONSTRUCTION PREFINISHED METAI FACE OF WALL WITH 2x4 OR 2x6 STUDS � 16" O.C.. EXTERIOft DIRECTIONS. ��(°�S STRUCTURAL DRAWINGS). FACE OF WALL SHALL BE PRE-PRIMED AND PAINTER CEDAR OR RAILING BALUSTERS; PAINTED CEDAR 2X2 BALUSTER t.�L as � � � � SEE UPPER LEVEL AND ROOF SEF STRUCT. DWGS. FOR VENTED BIRD BLOCKS � EAVES GUTTER AND � I o PLAN FOR SKYLIGHT LOCATION WALL TO TRUSS CLIP DOWNSPOUTS � HARDIE-PLANK HORIZONTAL LAP SIDING OVER 2 LAYERS 60 2) PATIOS SHALL BE CONSTRUCTED AS SHOWN ON MAIN � �j � � FASTENING INFORMATION BEYOND (nP� EAVES BEYOND(TYP� MINUTE BUILDING PAPER OVER 5/8" TYPE X DENSGLASS GOLD LEVEL FLOOR PLAN DRAWINGS. � � G; S H E A T H I N G O V E R 1/2" E X T. P L Y W O O D S H E A T H I N G. R E F E R T O 3) P A T I O G U A R D ft A I L S S HALL BE 36" HIGH AND BALUSTERS 9909 2nd Avenue W \� w � � BUILDING ELEVATIONS FOR LOCATION OF CULTURED STONE SHALL BE PLACED TO PREVENT PASSAGE OF 4" SPHERE. �Ve�et�, WA �SZO4 ' _ � � � �edroorn. Bathroo� 1`�/Iaster �edroo� � � � r � VENEER TO BE APPLIED W LIEU OF WOOD SIDING. DRAWI ORDINATE CONCRETE STEPS TO PATIO WITH CIVIL SITE g Q INTERIOR WALL LAYOUT INTERIOR WALL CONSTRUCTION � � WALL ANCHORING � o ^ _ SEE FLOOR PLANS FOR LAYOUT OF ALL SEE WALL CONSTRUCTION DIRECT VENT FIREPLACES J �- d- � INTERIOR WALLS (BEARING AND ASSEMBLY NOTES AT RIGHT UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING (�'PICAL AT ALL FIREPLACES) CLIENT: � N ,� �i NON-BFARING). SECTION DRAWING OMITS FOR INFORMATION ON EXTERIOR DRAWINGS, BOLT APPROVED MUD SILL (PER SEC 2317.4 TO TOP +GAS ONLY HEAT SOURCE C1 BI�C�erS NW �-. � SOME WALLS FOR CLARITY OF DRAWING +U.L. APPROVED & LABELED tY X c� o To p of Pl ywd. Floor WALL CONSTRUCfION OF CONC. WALL W/ 5/8" x 10" ANCHOR BOLTS � 4'-0" O.C. N � � Elev. 1 19' 2-3/8�� +INSTALLED PER MANUFACURERS SPECS. ^ & 1'-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE 410148t t. NE' � +PROVIDE GLASS DOORS _ _ _ _ TERMITE SHIELD AT MUDSILL +5/8" TYPE X G.W.B. FOR 1-HOUR FIRE RATING, WRAP �rlip g[O�, �'IA 9�2�3 INSIDE OF BOX AND UNDERSIDE OF LID PRIOR TO BASEMENT WALL WATERPROOFING INSTALLING UNIT. Top Plate (IF BASEMENTS ARE USED ON THIS PROJECT) FIREPLACES AT UNIT TYPE A SHALL BE TOP VENTING AND ' Elev. 1 18' 1 -3 4" STRUCTURAL JOIST FRAMING EXTERIOR WALL CONSTRUCTION SHALL VENT THRU SIDEWALL AS SHOWN ON PLAN. � SEE WALL CONSTRUCTION ASSEMBLY (1 INSTALL BITUTHENE MEMBRANE WATERPROOFING AT EXTERIOR SIDE FIREPLACES AT UNITS TYPE B & C SHALL BE TOP VENTING I I � � t-�- JOIST DIRECTION IN THIS DRAWING IS OF CONCRETE RETAINING WALLS AT PORTIONS OF WALL BELOW � �� o NOTES AT RIGHT FOR INFORMATION ON AND SHALL VENT THRU ROOF THRU APPROVED FLUE � = SCHEMATIC. SEE STRUCTURAL DRAWINGS FOR DROPPED BEAM. SEE FLOOR PLAN GRADE. INSTALL PROTECTION BOARD OVER MEMBRANE PER SYSTEM AND CHIMNEY CAP. BUILDER SHALL SELECT METAL EXTERIOR WALL CONSTRUCTION VENTED - � � � JOIST ORIENTATION AND LAYOUT (TYP) AND FRAMING DRAWINGS FOR SIZE SOFFIT MANUF. INSTRUCTIONS. CONTACT ALLIED BUILDING PRODUCTS CHIMNEY CAP. � o � AND LOCATION (LYNNWOOD) FOR BITUTHENE INFORMATION. � �n � o � � . COVERED DECK/PORCH CONSTRUCTION � � �� • r� o �o DASHED LINE INDICATES LINE OF EXTERIOR �o � � o �� EXPOSED CONCRETE BASEMENT WALLS: ALL COVERED DECK/PORCHES SHALL BE PROTECTED WITH A ' w � I I Q WALL BEYOND WATERPROOF DECK COATING SYSTEM (SELECTED BY BUILDER � � � �� T � � � � GY�a.t ROOm. (IF USED ON THIS PROJECT) DEVELOPER AND SHALL BE INSTALLED AND FLASHED PER � � � a� o � T� 1_ AT THE EXPOSED FACES OF CONCRETE WALL, BUILDER SHALL MANUFACTURERS REQUIREMENTS. ALL PORCH DECKS SHALL �� � � �- � �- c� I11tCile� ROOF TRUSSES � 24' O.C. (ON LEDGER INSTALL TROWELLED ON STUCCO-LIKE SURFACE COATING SLOPE IN DIRECTION SHOWN ON PLANS AND SHALL SLOPE ,�`9 � T BEAM� AT EYEBROW ROOF OVER ENTRY. (SELECTED BY BUILDER) TO GIVE CONCRETE A FINISHED, SMOOTH TO EXTERIOR GUTTER OR DECK DRAINS. ALL DECKS WITH (� � I �I � �� � � `4_/ 1 �7 � �O c� INTERIOR WALL LAYOUT SEE EXTERIOR BUILDING ELEVATION - SEE FLOOR PLANS FOR LAYOUT OF ALL APPEARANCE. ALL CONCRETE FINS, PROJECTIONS, AND HOLES DECK DRAINS SHALL HAVE OVERFLOW DRAIN PIPES ROUTED � DRAWINGS FOR LOCATION. PLYWOOD SOFFIT SHALL BE PATCHED PRIOR TO INSTALLING SURFACE COATING. THROUGH EXTERIOR WALL. BUILDER TO COORDINATE ROUTING N INTERIOR WALLS (BEARING AND W/ LINEAR METAL VENTS. AND TIE-IN OF ALL DECK DRAIN SYSTEMS PER CODE. ALL �T � �� �i c i NON-BEARING). SECTION DRAWING OMITS � `J SOME WALLS FOR CLARITY OF DRAWING DROPPED BEAM. SEE FLOOR PLAN FLOOR OVER UNHEATED SPACE COVERED DECKS SHALL BE VENTILATED AT PORCH CEILING To of PI wd. Floor AND FRAMING DRAWINGS FOR SIZE SEE CONSTRUCTION ASSEMBLY ROOF CONSTRUCTION NOTES BELOW. BUILDER To COORDINATE vENTING DETAILS. p y AND LOCATION NOTES FOR INFORMATION NOISE CONTROL Elev. 109'1 -3/4�� ROOF � ATTIC VENTILATION ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE �J��J�J�J�(� �� BIRD BLOCK VENTS � ALL EAVES AND RIDGE VENTS AT WRAPPED WITH FOAM PIPE INSULATION. INTERIOR PLUMBING , LOCATIONS AS SHOWN ON ROOF PLAN. SEE ROOF VENT WALLS SHALL BE INSULATED WITH SOUND BA� INSULATION. t j i ..: r�=�c.. �. i,'r!_�i � �; � ', . � � Top Plate � VENTED CALCULATIONS ON ROOF PLAN 1/150th ATTIC AREA ROOF HEATING SYSTEM \.� � `` , SOFFIT VENTILATION W/ 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. �� 3{� J�� 'x � n Elev. 108'1 -1/8�� HEAT WILL BE SUPPLIED BY A GAS FIRED FORCED AIR �, � GARAGE DOOR HEADER - SEE INSULATION OVER UNHEATED AREAS GARAGE SEPARATION PROVIDE CROSS VENTILATION. 1" MIN. AIR SPACE ABOVE HEATING/COOLING SYSTEM W/ FRESH AIR INTAKE AND �' � CO a Note: These � STRUCT. DWGS. , INSULATION ABOVE PER SECTION 1505.3 MIN. 3 SQ. F�. PROVIDE +;� �R+ � ��+ ��x � � � +, � INSULATION SHOWN IS REQUIRED OVER SEE GARAGE OCCUPANCY SEPARATION INTEGRATED WHOLE HOUSE EXHAUST FAN (W/ TIMER). , �� . � � �, Q Q � ° elevations are w GARAGE AREA AND OTHER UNHEATED NOTE ON THIS SHEET FOR ALL WIND BAFFLE W/ 1" AIR SPACE ABOVE ATfIC INSULATION. EXTEND GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL � , ��F � =��'��j; "�"" ` . Q � � �- � GARAGE - LIVING UNIT SEPARATION G, TO A POINT 12�� VERTICALLY ABOVE INSULATION. COORDINATE ALL DUCT LAYOUT LOCATIONS AND ROUTING OF _�'�_ '=� � - c•i given assuming � GARAGE SEPARATION AREAS Q- � d- � Q REQUIREMENTS DUCTS PRIOR TO FRAMING PROCESS. ALL DUCTWORK IN a; a � � o floor joists are - � SEE GARAGE OCCUPANCY SEPARATION � � — � � +� „ � _ GARAGE FLOOR SLOPE UNHEATED SPACE SHALL BE INSULATED DUCT WITH A MIN. � - � °- °O � 1 1 —7/8 T J I. � Q NOTE ON THIS SHEET FOR ALL TYPICAL ROOF CONSTRUCTION R A T I NG o F R-4. P E R M I T S E T N O T I F I C A T I O N \ �-� Q �, �Q N �- GARAGE - LIVING UNIT SEPARATION SLOPE GARAGE FLOOR SLAB A MIN. 30 YEAR ASPHALT COMPOSITION SHINGLES OVER 30# ROOFING � � � ^ o Q � � � Confirm joist sizes o� � REQUIREMENTS OF 3" FROM REAR OF GARAGE �tud y � ' FELT OVER 7 16" O.S.B. SHFATHING OVER SCHEDULED FRAMING WATER HEATER This set of drawings is being issued as a Permit Set and � o co � -� � with struc tura l � TOWARD O V E R H E A D D O O R. S E E F L O O R , � � �N � co Q �- drawings to W PTD. MTL. GARAGE DOOR W/ AUTO PLAN FOR LOCATION OF CONCRETE MEMBERS. REFER TO ROOF PLaN FOR ALL STRUCTURAL FRAMING A GAS WATER HEATER SHALL BE INSTALLED IN GARAGE AT is subject to change and adding of additional drawings °' � �~ � OPENER CRACK CONTROL JOINTS SIZES. REFER TO STRUCTURAL GENERAL NOTES FOR PANEL LOCATION SHOWN ON PLAN. REFER TO FURNACE & WATER or information as required by review by City of Everett cv � � confirm specified Buildin De artment, - �N � � +' N SEE STRUCTURAL DRAWINGS � NAILING INSTRUCTIONS AND ATfACHMENT INFORMATION ON ALL HEATER NOTES FOR INFORMATION DO NOT USE THIS DRAWING FOR � � � � o `' joist depth CONC. SLAB - SEE STRUCT. DWGS. STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR ALL � � � � �, R-10 RIGID INSULATION BELOW FOR INFORMATION AT FOOTINGS � ^� � dimensions CONC. CONTROL JOINTS - SEE LOWER SLAB � PERIMETERS OF HEATED ^ I - BELOW ANY INTERIOR LOAD HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD = 25 PSF BRACE FIREBLOCK CONSTRUCTION NOTES CONSTRUCTION UNLESS THIS DRAWING AS � � � N Q LEVEL PLAN FOR LOCATIONS OF ALL AREAS OF BASEMENT. SEE WALLS PER 2006 I.R.C. 1. INSTALL FIREBLOCKING MADE OF MATERIALS AS A CITY OF EVERETT BUILDING DEPARTMENT � Top Slab � Fin. Flr. CONCRETE CRACK CONTROL JOINTS BASEMENT PLAN FOR LOCATIONS BEARING WALLS AT LOWEST ALLOWED BY THE 2006 EDITION oF THE INTERNATIONAL „ „ LEVEL APPROVED STAMP UPON COMPLETION OF � > » - RESIDENTIAL CODE. � Elev. 100 —0 ��P� , „ , . ; ,, . „ , ,. „ ..,4 . • • . .,• .'e , ,• „ •.,. �,••.,' „ . ; � , �, ; . �� a � , ,. �a, , ROOF GUTfER CONSTRUCTION: 2. PRov��E FIREBLOCKS AROUND VENTS AND PIPES AND AT OCESS. � p� �. � . , � � ., �.a . �..n,.., �. �� °�� : .��. . . : �. . . . �: ;':��; . . . . . . . . .�.'. . . . ' , . . . � THE PERMIT REVIEW PR ', . �� . . . . , : ; . � .`�. . . + « t . . , . . . . *�*�. �* . 1 . . � t * � � * * � ' + +�' ' t ' ' ' *�' ' ' ' * ' ' ' ' ' ' 'h`r' ' ' • 'h' I INSTALL CONTINUOUS PAINTED METAL GUTTER (K PROFILE) W/ VERTICAL OPENINGS WNERE EXHAUST FAN DUCTS ARE � i{� +++iyi i + i Y +,# i•Y i i i #`• i i ♦ ♦ t i Y i 1 -- FOUNDATION DRAIN �;:Ir. +�'� e; , '�� 2"x 3" DOWNSPOUT. CONNECT DOWNSPOUTS TO STORM DRAINAGE ROUTED TO ROOFTOP EXHAUST VENTS. PROVIDE STRAPPING Do not use for bidding or estimating purposes unless ERFORATED TRENCH DRAIN � ALL — '•It� � �'�' AS REQUIRED BY CODE. authorized by Owner / Developer. Developer / Builder P ;e_.. ; SYSTEM. STORM DRAIN LINE TO BE TIGHTLINED. COORDINATE uction crews are su lied I I _ I-•, �. � : EBLOCKS AT ALL LOCATIONS shall be res onsible for constr pp . EXTERIOR FOOTINGS. TIE INTO — � ''I.�� .,� . • � � � 3. PROVIDE AND INSTALL FIR P � . « ��.•�=1��•, I '• ' • ' � i �_ ROOF STORMWATER DRAINAGE WITH CIVIL ENGINEERING PLANS �� TIGHTLINE STORMWATER COLLECTION � „ „ : ,,, � I I I IDENTIFIED W 2006 EDITION OF THE INTERNATIONAL with all approved and most current construction � SYSTEM. SEE CIVIL DRAWINGS � I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I RESIDENTIAL CODE AND AS FOLLOWS: documents. i CEILINGS AT ATTIC SPACE A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS 1/2" PTD. GWB OVER .006 MIL VISQUEEN VAPOR BARRIER OVER AT THE CEILING AND FLOOR LEVELS AT AT 10 FOOT � 4-�6-OS PLAN B & C ISSUED FOR PERMIT SCHEDULED CEILING JOISTS � 24" O.C. W/ R-38 BATT INTERVALS BOTH VERTICAL AND HORIZONTAL. INSULATION. PAINT WITH SEALER MAY BE USED IN LIEU OF B) AT ALL INTERCONNECTIONS BE�WEEN CONCEALED 2 4-2g-pg PLAN A ISSUED FOR PERMIT . � ��1�T �� e �� T �� T� ��,T�� T�� T � � � � �� T VISQUEEN VAPOR BARRIER AT WALLS AND CEILINGS VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT 1 i� 1�1 �U 1�V �U 1 v � �, SOFFITS, DROP CEILINGS, AND COVE CEILINGS. SCALE �J/H�� _ � �-0�� FLOOR CONSTRUCTION NOTES C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE FLOORS / CEILINGS WALLS UNDER THE STAIRS ARE UNFINISHED. Gas Fire lace 3/4" T&G PLYWOOD SUBFLOOR (SCREWS � 6" O.C. � EDGES - D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, NR. DATE REVISION Occupancy Separatton Between GaYa�e and Furnace & Water Heate�in GaYa�e p FIREPLACES AND SIMILAR OPENINGS THAT AFFFORD A Livin� Space COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING GAS FIREPLACE VENTED TO EXTERIOR 10" O.C. AT INTERMEDIATE FRAMING MEMBERS) OVER SCHEDULED PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH *C*O*P*Y*R*I*G*H*T* . 5/8" TYPE X G.W.B. (TYP) APPLIANCES PER WSEC (TYPICAL) THRU ROOF OR SIDEWALL. FIREPLACE FLOOR JOISTS - GLUE TO EACH JOIST. FLOOR LOAD : 10 PSF NONCOMBUSTIBLE MATERIALS. SELECTION BY DEVELOPER (TYP). DEAD LOAD 40 PSF LIVE LOAD. INSTALL 1/2" PTD. G.W.B. E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY 'i'hese documents,the ideas and designs incorporated herein as an CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 CEILWG AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT CHASES FOR FACTORY BUILT CHIMNEYS. instrument of service and shall remain the property of Carl J.Colson- LAYER ON STICK FRAMING � 16" O.C. OR LESS) INSTALL 3"�D (MIN) STEEL PIPE BOLIARD FOR AT FIREPLACE ENCLOSURE: INSULATION BELOW PLYWOOD SUBFLOOR OVER UNHEATED AREAS. Architect YLLC and are solely for use on the residential project(City WALLS: 1 IAYER ON COMMON WALLS TO ROOF PROTECTION OF WATER HEATER FROM DAMAGE BY CAR Lights)on 2nd Ave. W,Everett,WA. These files may not be used on IF FURNACE & WATER HEATER ARE INSTALLED AT REAR 5/8" TYPE X GYP. BD, AT INTERIOR SHEATHING � 1 LAYER ON WALLS TO SUPPORT OF GARAGE. BOLT BOLLARD TO SLAB W� 6X6 STL. (SIDES & TOP) OF FIREPLACE SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING any other projects nor may they be transmitted electronically without r PROTECTED CEILINGS SURROUND FRAMING. INSTALL express permission of architect.77�ey are not to be used by tl�e client or POSTS AND BEAMS: 1 LAYER PLATE W/ 4 (1/2"�) EXP. ANCHOR BOLTS IN GYPSUM WALLBOARD REQUIREMENTS. �� CONCRETE MIN 4" EMBEDMENT BEFORE FIREPLACE IS INSTALLED. , any other party or entity on this or other projects,in whole or part,or as DOOR TO LIVING AREA: INSTALL 1-3/8 SOLID CORE � � TYPICAL AT ALL FIREPLACES. an extension to this project except by agreement in writing with WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP WATER HEATER SEISMIC STRAP - EXPANSION TANK appropriate financial compensation to Carl J.Colson-Archttect PLL ' INSUTATION: AT WALLS BETWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF Wall & CellJ.n�PenetYatlons Copyright 2008 Carl J.Colson-Architect PLLC, O HEATED SPACE, INSTALL 2x 6 STUD WALLS (@1 16° FLOOR - R-10 PAD UNDER REFER TO 2003 I.R.G FOR >-•� • - C �.��e�,� �,� �� •.--�-��--�- All rights reserved O.C.) W/ R-21 BATT INSULATION. AT CEILINGS REQUIREMENTS FOR ALL ��jj��'�`�!L� �(�;;-' �- _�:�3�� . BETWEEN GARAGE AND HEATED AREAS ABOVE, Party Wall Between Dwelling Units PENETRATIONS THRU RATED WALLS, INSTALL R-30 BAT� INSULATION BETWEEN SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR/CEILING, AND CEILING/ROOF. � � SCHEDULED JOISTS, iNSTALL R-10 RIGID INSULATION PAR1Y WALLS BETWEEN ADJACENT DWELLING UNITS. NO PERMIT DRAWINGS � � ' ' . . struc[ion Administration � � � ED AREAS. LLS. Tn�s note applies only to the architectural drawing prepared 'oy Carl J. Colson — Tne Builder shall be responsiole ior developing construction details necessary The Architect has not oeen contracted to perform Con � BELOW SLAB AT HEAT PLUMBWG OR MECHANICAL IN PARTY WA Architect PLLC for Cilv Builders NW (the Owner/Devzloper/Bui�der) for the Citv Liahts to construct a weathertight, duraole building. services or Construction Observation services for this praject and is not liable single—family residential devzlopment 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 This arcnitectural drawing is prepared as a part of the Permit Set of drawings (alon9 construction of these detail assemblies are tne full and camplete or details. • with struc}ural drawings provided by structural engineer) for the Owner%Developer/Builder responsibility of 'the Owner/Developer/Builder and these details shall be Thz Owner/Developer/Builder shall be responsible for inspecting and verifying , for this project only. All dzcails, no+2s, and drawings shown are for Permit purposes only constructed per manufacturer rzquirements, building code requirements, and that all flashing, weatherproofing, roofing, and waterproofing dztails are ouilt and do not constitute the full set of details required to construc't this project. accepted Industry Standards for pzrformance. correctly and meet Owner�Developer�Builder approval and ❑ccepted industry standards before being covered by subsequent construction work. O 0