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� CONSTRUCTION ASSEMBLY NOTES
<br /> SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND STAIR � STEPS CONSTRUCTION NOTES
<br /> FASTENERS ON SHEET A-1.2 1)MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL
<br /> BE 10��: HEADROOM MINIMUM SHALL BE 6�-8": WIDTH
<br /> SHALL BE 36" MINIMUM. REFER TO FLOOR PLANS FOR
<br /> ROOF SLOPE FIRE RATED ASSEMBLIES SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD
<br /> SEE ROOF PLAN FOR ROOF SLOPE DIMENSIONS.
<br /> SHINGLE-OVER ROOF RIDGE INFORMATION REFER TO SHEET 2-1 FOR FIRE/OCCUPANCY SEPARATION 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR
<br /> VENT: SEE ROOF PLAN FOR REQUIREMENTS BETWEEN GARA�E AND LIVING SPACE NEWEL POST AND PLACED MINIMUM 34", MAXIMUM 38"
<br /> ROOF TRUSS ALL LOCATIONS PRE-ENGINEERED ROOF TRUSSES ABOVE TREAD NOSING.
<br /> ROOF TRUSS LAYOUT IS SCHEMATIC FOR � 24" O.C. - SEE STRUCTURAL 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT
<br /> BUILDING SECTION PURPOSES ONLY.
<br /> DRAWINGS WALL CONSTRUCTION NOTES LESS THAN 1-1/2" NOR MORE THAN 2" IN
<br /> lYPICAL EX7ERIOR WALL CONSTRUCTION: CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL
<br /> REFER TO ROUF PLAN AND EXTERIOR PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE
<br /> � BUILDING ELEVATION DRAWINGS FOR ROOF PRE-PRIMED & PAINTED CEDAR OR HARDIE-PLANK LAP SIDING / HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A
<br /> DESIGN THAT INCLUDES ROOF GABLES, � CEDAR SHINGLES OVER 2 LAYERS 60 MINUTE BUILDING PAPER SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS
<br /> � OR VAPROSHIELD OVER 1 2 EXT. PLYWOOD OR 7 16" PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET
<br /> HIPS, OR OVERFRAMED AREAS. l ) � � � LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL.
<br /> O.S.B.). SHEATHING OVER 2x6 STUDS � 16" O.C. W/ R-21 BATT 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN
<br /> REFER TO ROOF TRUSS MANUFACTURERS INSULATION AND 1/2" PTD. GWB OVER .006 MIL VISQUEEN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN CARL J. COLSON -� ARCHITECT PLLC
<br /> LAYOUT DRAWINGS FOR EXACT TRUSS �� VAPOR BARRIER ( OR APPROVED VAPOR BARRIER PAINT �. 42" HIGH WITH INTERMEDIATE MEMBERS SPACED SUCH THAT 23623 20th AVENUE W BOTHELL,
<br /> \ A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. (DECKS
<br /> TYPICAL INT. WALL CONSTRUCTION: ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS WITHIN WASHINGTON 98021 (425) 80��3'703
<br /> \ INDIVIDUAL UNITS MAY USE 36" HIGH GUARDRAILS).
<br /> 1/2" PAINTED GYPSUM WALLBOARD (GWB) AT EACH SIDE OF GUARDRAILS ARE TO BE DESIGNED TO WITHSTAND A
<br /> � WALL W/ 2x4 STUDS � 16" O.C. USE 1/2" WATER RESISTANT HORIZONTAI FORCE OF 20 POUNDS PER LINEAL FOOT WHEN
<br /> GYP. BD. � ALL KITCHEN, BATHROOM, AND LAUNDRY ROOM APPLIED AT A RIGHT ANGLF TO THE TOP OF THE Ra���Nc. PRQJECT:
<br /> LOCATIONS. USE WONDERBOARD (CEMENT BACKERBOARD) BACKING o a
<br /> r Top Plate Elev. � � � �� BEHIND ALL TUBS, SHOWERS, AND TILE LOCATIONS PATIO FENCE/GUARDRAIL CONSTRUCTION NaTES ��t �� �t�
<br /> 127' 3-1/2" r
<br /> - -� - - - 1) ALL PATIOS SHALL BE CONSTRUCTED WITH THE
<br /> ATTIC ACCESS ROOF TRUSS GARAGE WALL CONSTRUCTION: FOLLOWING MATERIALS:
<br /> v� — SEE UPPER LEVEL PLAN FOR ATTIC BEARING ROOF CONSTRUCTION PATIO SURFACE: 4" CONCRETE SLAB ON COMPACTED '� ��� � ��
<br /> � � ACCESS HATCH LOCATION RO�F TRUSS NOT SEE ROOF CONSTRUCTION ASSEMBLY (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING GRAVEL/FILL WITH EXPOSED AGGREGATE FINISH. SEE FLOOR 1 � �
<br /> t- � � TO BEAR ON NOTES AT RIGHT FOR INFORMATION ON CONSTRUCTION BETWEEN GARAGE AND LIVING AREAS) PLAN FOR CONTROL JOINT LOCATION.
<br /> � � z SKYLIGNTS INTERIOR WALLS ROOF CONSTRUCTION PATIO POSTS: PAINTED CEDAR 4X4 POSTS
<br /> � PREFINISHED MET 5/8" PTD. TYPE X GYPSUM WALLBOARD (FIRETAPED) AT INTERIOR
<br /> � � SEE UPPER LEVEL AND ROOF PATIO RAILING; PAINTED CEDAR 3x4 WITH TOP SLOPING TWO �� • ������
<br /> � o (UNLESS NOTED ON �
<br /> � o � PLAN FOR SKYLIGHT LOCATION VENTED BIRD BLOCKS � EAVES GUTTER AND FACE OF WALL WITH 2x4 OR 2x6 STUDS � 16" O.C.. EXTERIOR DIRECTIONS.
<br /> � � J STRUCTURAL BEYOND (TYP� DOWNSPOUTS � FACE OF WALL SHALL BE PRE-PRIMED AND PAINTER CEDAR OR RAILING BALUSTERS; PAINTED CEDAR 2X2 BALUSTER
<br /> co � � � DRAWINGS). SEE EAVES BEYOND TY HARDIE-PLANK HORIZONTAL LAP SIDING OVER 2 LAYERS 60
<br /> �N � � STRUCT. DWGS. FOR � 2) PATIOS SHALL BE CONSTRUCTED AS SHOWN ON MAIN
<br /> � °' �-w- � a WALL TO TRUSS MINUTE BUILDING PAPER OVER 5/8" TYPE X DENSGLASS GOLD LEVEL FLOOR PLAN DRAWINGS.
<br /> � � �e U�OOm Master �e droorn SHEATHING OVER 1/2° EXT. PLYWOOD SHEATHING. REFER TO 3) PATIO GUARDRAILS SHALL BE 36" HIGH AND BALUSTERS 9 9 0 9 �I1 C l AVeT1U� W
<br /> � w g � CLIP FASTENING � SHALL BE PLACED TO PREVENT PASSAGE OF 4" SPHERE.
<br /> � � g � J G INFORMATION BUILDING �LEVATIONS FOR LOCATION OF CULTURED STONE � F'Verett� �VA 98�04
<br /> � � INTERIOR WALL LAYOUT VENEER TO BE APPLIED IN LIEU OF WOOD SIDING. 4). COORDINATE CONCRETE STEPS TO PATIO WITrI CIVIL SITE
<br /> � o � SEE FLOOR PLANS FOR LAYOUT OF INTERIOR WALL CONSTRUCTION DRAWINGS.
<br /> � ~ � � ALL INTERIOR WALLS (BEARING AND C1St. Ha,ll L�ld� . �1St. ASSEMBLY NOTESRATTRIGHT � WALL ANCHORING DIRECT VENT FIREPLACES
<br /> � N NON-BEARING). SECTION DRAWING
<br /> � j� FOR INFORMATION ON EXTERIOR UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING TYPICAL AT ALL FIREPLACES) CLIENT:
<br /> X � o To of P) wd. Floor OMITS SOME WALLS FOR CLARITY OF WALL CONSTRUCTION �
<br /> p y DRAWINGS, BOLT APPROVED MUD SILL (PER SEC 2317.4 TO TOP +GAS ONLY HEAT SOURCE Cl BL1.11C�erS NW
<br /> `� � Elev. 119' 2-3 8" DRAWING
<br /> � OF CONC. WALL W/ 5/8" x 10" ANCHOR BOLTS � 4'-0" O.C. +U.L. APPROVED & LABELED �
<br /> - - - - � � +INSTALLED PER MANUFACURERS SPECS.
<br /> � & 1'-0" O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE +PROVIDE GLASS DOORS 410148th St. N -L'
<br /> TERMITE SHIELD AT MUDSILL +5/8° TYPE X G.W.B. FOR 1-HOUR FIRE RATING, WRAP Ar11t1�0I1� WA 98223
<br /> Top Plate �
<br /> INSIDE OF BOX AND UNDERSIDE OF LID PRIOR TO
<br /> Elev. 1 18' 1 -3/4" STRUCTURAL JOIST FRAMING EXTERIOR WALL CONSTRUCTION BASEMENT WALL WATERPROOFING INSTALLING UNIT.
<br /> -' SEE 'NALL CONSTRUCTION ASSEMBLY (IF BASEMENTS ARE USED ON THIS PROJECT) FIREPLACES AT UNIT TYPE A SHALL BE TOP VENTING AND
<br /> o ~ JOIST DIRECTION IN THIS SHALL VENT THRU SIDEWALL AS SHOWN ON PLAN.
<br /> DRAWING IS SCHEMATIC. SEE NOTES AT RIGHT FOR INFORMATION ON � INSTALL BITUTHENE MEMBRANE WATERPROOFING AT EXTERIOR SIDE
<br /> , � oo � DROPPED BEAM. SEE EXTERIOR WALL CONSTRUCTION OF CONCRETE RETAINING WALLS AT PORTIONS OF WALL BELOW FIREPVaCES AT UNITS TYPE B 8c C SHALL BE TOP VENTING
<br /> � � � STRUCTURAL DRAWINGS FOR FLOOR PIAN AND FRAMING AND SHALL VENT THRU ROOF THRU APPROVED FLUE � ���T ��� � �
<br /> � I o � � JOIST ORIENTATION AND LAYOUT DRAWINGS FOR SIZE AND � GRADE. INSTALL PROTECTION BOARD OVER MEMBRANE PER SYSTEM AND CHIMNEY CAP. BUILDER SHALL SELECT METAL 1 �
<br /> M A N U F. I N S T R U C T I O N S. C O N T A C T A L L I E D B U I L D I N G P R O D U C T S C H I M N E Y C A P.
<br /> \o � � \� �TYP� LOCATION (LYNNWOOD) FOR BITUTHENE INFORMATION.
<br /> � r- vi �_. o �r, Q
<br /> COVERED DECK/PORCH CONSTRUCTION � �� �� �� �
<br /> o w F- o- � o � �reat �Zoom EXPOSED CONCRETE BASEMENT WALLS: ALL COVERED DECK/PORCHES SHALL BE PROTECTED WITH A
<br /> � IF USED ON THIS PROJECT WATERPROOF DECK COATING SYSTEM (SELECTED BY BUILDER
<br /> g g � � I�tChen ( )
<br /> O o-- � � r � � AT THE EXPOSED FACES OF CONCRETE WALL, BUILDER SHALL / DEVELOPER) AND SHALL BE INSTALLED AND FLASHED PER � � � �� � � �
<br /> � � INTERIOR WALL LAYOUT INSTALL TROWELLED ON STUCCO-LIKE SURFACE COATING MANUFACTURERS REQUIREMENTS. ALL PORCH DECKS SHALL
<br /> J � � �j SLOPE IN DIRECTION SHOWN ON PLANS AND SHALL SLOPE ,�y
<br /> � x SEE FLOOR PLANS FOR LAYOUT OF ALL (SELECTED BY BUILDER) TO GIVE CONCRETE A FINISHED, SMOOTH TO EXTERIOR GUTTER OR DECK DRAINS. ALL DECKS WITH (n � � � �� � � �� � �T
<br /> X ^ INTERIOR WALLS (BEARING AND APPEARANCE. ALL CONCRETE FINS, PROJECTIONS, AND HOLES DECK DRAINS SHALL HAVE OVERFLOW DRAIN PIPES ROUTED �J L � -� �
<br /> N N NON-BEARING�. SECTION DRAWING OMITS SHALL BE PATCHED PRIOR TO INSTALLING SURFACE COATING. THROUGH EXTERIOR WALL. BUILDER T� COORDINATE ROUTING
<br /> �
<br /> SOME WALLS FOR CLARIIY OF DRAWING DROPPED BEAM BEYOND. SEE FLOOR FLOOR OVER UNHEATED SPACE AND TIE-IN oF ALL DECK DRAIN SYSTEMS PER CODE. ALL �T � �� �
<br /> ' Top of Plywd. Floor PLAN AND FRAMING DRAWINGS FOR SEE CONSTRUCTION ASSEMBLY covERED DECKs sHA�� BE vENTI�ATE� AT PORCH cEluN� 1 '�
<br /> Elev. 109'1 -3�4�� SIZE AND LOCATION NOTES FOR INFORMATION ROOF CONSTRUCTION NOTES BELOW. BUILDER TO COORDINATE VENTING DETAILS.
<br /> � ROOF ATTIC VENTILATION NOISE CONTROL
<br /> ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE
<br /> BIRD BLOCK VENTS � ALL EAVES AND RIDGE VENTS AT WRAPPED WITH FOAM PIPE INSULATION. INTERIOR PLUMBING ' � �-
<br /> � Top Plate ``� LOCATIONS AS SHOWN ON ROOF PLAN. SEE ROOF VENT WALLS SHALL BE INSULATED WITH SOUND BATT INSULATION. ��`�� � ���� ������ �
<br /> � �j � ,�p ;�
<br /> � � Elev. 108�� -��8�� "` CALCULATIONS ON ROOF PLAN 1 150th ATTIC AREA ROOF `! f�'�� ` 'r � 5
<br /> � ' � � VENTILATION W / HEATING SYSTEM `<<� ' �'
<br /> u� � INSULATION GVER UNHEATED AREAS / 1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS.
<br /> �n � �, �� � Ga'ra e INSULATION SHOWN IS REQUIRED OVER �C, PROVIDE CROSS VENTILATION. 1" MIN. AIR SPACE ABOVE HEAT WILL BE SUPPLIED BY A GAS FIRED FORCED AIR
<br /> � �, � Q � � w � HEATING/COOLING SYSTEM W/ FRESH AIR INTAKE AND �� '� �� � ��-��N'`��� +
<br /> � Q Note: These elevations � GARAGE AREA AND OTHER UNHEATED INSULATION ABOVE PER SECTION 1505.3 MIN. 3 SQ. FT. PROVIDE - ,� � �4 y � ! `
<br /> Q � � �'�r �. �l��i�a��'(�
<br /> � - INTEGRATED WHOLE HOUSE EXHAUST FAN W TIMER �� - ,"�
<br /> � � �- � n. are given assuming � GARAGE SEPARATION AREAS N WIND BAFFLE W/ 1" AIR SPACE ABOVE ATTIC INSULATION. EXTEND � / �� `l� _ �
<br /> °� � � _ o - SEE GARAGE OCCUPANCY SEPARATION C%, GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL �
<br /> floor joists are �. � To A POINT 12" VERTICALLY ABOVE INSULATION. COORDINATE ALL DUCT LAYOUT LOCATIONS AND ROUTING OF
<br /> d- a � �"-' � �' � NOTE ON THIS SHEET FOR ALL GARAGE FLOOR SLOPE
<br /> , \ Q � � � � ' � � -7 H�� T JI. Confirm I Q C� DUCTS PRIOR TO FRAMING PROCESS. ALL DUCTWORK IN
<br /> � GARAGE - LIVING UNIT SEPARATION SLOPE GARAGE FLOOR SLAB A MIN.
<br /> j� � � � Q I � � joist sizes with �' � REQUIREMENTS OF 3" FROM REAR OF GARAGE TYPICAL ROOF CONSTRUCTION UNHEATED SPACE SHALL BE INSULATED DUCT WITH A MIN.
<br /> " � � ✓ +' C� TOWARD OVERHEAD DOOR. SEE FLOOR 30 YEAR ASPHALT COMPOSITION SHINGLES OVER 3� ROOFING RATING OF R-4.
<br /> � Q �� _ � � � structural drawings to w E+ flt �011L1S �00111 # PERMI�' SET NOTIFICA�'ION
<br /> °' � `n �� � °-� confirm specified joist PTD. MTL. GARAGE DOOR W/ AUTO PLAN FOR LOCATION OF CONCRETE � FELT OVER 7/16'� O.S.B. SHEATHING OVER SCHEDULED FRAMING WATER HEATER This set of drawings is being issued as a Permit Set and
<br /> � � OPENER C� ENTRY WALL CRACK CONTROL JOINTS MEMBERS. REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING is sub'e�t to chan e and addin o
<br /> N N � = -�-� N de th dimensions � j�a� A GAS WATER HEATER SHALL BE INSTALLED IN GARAGE AT J � g g f additional drawings
<br /> \ � � � ° � p CONC. SLAB - SEE STRUCT. DWGS. 1 � � 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
<br /> I `- � � � R-10 RIGID INSULATION BELOW Buildin De artment,
<br /> � � CONC. CONTROL JOINTS - SEE LOWER NAILING INSTRUCTIONS AND ATTACHMENT INFORMATION ON ALL HEATER NOTES FOR INFORMATION 9 p
<br /> r �� N Q- LEVEL PLAN FOR LOCATIONS OF ALL SLAB C� PERIMETERS OF HEATED STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR ALL DO NOT USE THIS DRAWING FOR
<br /> � Top Slab � Fin. Flr. CONCRETE CRACK CONTROL JOINTS AREAS OF BASEMENT. SEE HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD = 25 PSF BRACE FIREBLOCK CONSTRUCTION NOTES CONSTRUCTION UNLESS THIS DRAWING HAS
<br /> � BASEMENT PLAN FOR LOCATIONS
<br /> � Elev. 100�-0�� (TYP) __ WALLS PER 2006 I.R.C. 1. INSTALL FIREBLOCKWG MADE OF MATERIALS AS A CITY OF EVERETT BUILDING DEPARTMENT
<br /> �
<br /> ;,•�� . „ , , , � < •� • �°� , ' '• 's . • ' �•°'� ' ' -� � � �. '� � ALLOWED BY THE 2006 EDITION OF THE INTERNATIONAL
<br /> ,. � , ., , ,, , ,� � : .�.� , , , • , , .. . . , ,, , ,,, , . .� . , ,,. � • ,
<br /> ; ''� �P �4 � ° �•� ' :,ii° �.�:� ��'i i+���F�F{F{i+i+i+l�#yi�4}��i��{i .�.a. .',' _ RESIDENTIAL CODE. ��APPROVED" STAMP UPON COMPLETION OF
<br /> FOUNDATION DRAIN ��.:I�� ` ' } . _� �.;.;.;. ROOF GUTTER CONSTRUCTION:
<br /> II `•U�, � 2. PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT
<br /> �,ii�� THE PERMIT REVIEW PROCESS.
<br /> PERFORATED TRENCH DRAIN � ALL :;���.; __ ,; •��;, INSTALL CONTINUOUS PAINTED METAL GUTTER (K PROFILE) W/ VERTICAL OPENINGS WHERE EXHAUST FAN DUCTS ARE
<br /> EXTERIOR FOOTINGS. TIE INTO .>��• ••�i� ��� ' �•� � Do not use for biddin or estimatin ur oses unless
<br /> � � , ;. , , .,4, ,, , „i ,, ;., � ;••�I•,t;. ,�, - 2°x 3" DOWNSPOUT. CONNECT DOWNSPOUTS TO STORM DRAINAGE ROUTED TO ROOFTOP EXHAUST VENTS. PROVIDE STRAPPING 9 g P p
<br /> TIGHTLINE STORMWATER COLLECTION .�,, �,-i�� ,, ;ATI��. _ _ � p p �
<br /> , , ; SYSTEM. STORM DRAIN LINE TO BE TIGHTLINED. COORDINATE AS REQUIRED BY CODE. authorized by Owner Develo er. Develo er Builder
<br /> SYSTEM. SEE CIVIL DRAWINGS ROOF STORMWATER DRAINAGE WITH CIVIL ENGINEERING PLANS 3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS shall be responsible for construction crews are supplied
<br /> -- IDENTIFIED IN 2006 EDITION OF THE INTERNATIONAL with all approved and most current construction
<br /> � _ RESIDENTIAL CODE AND AS FOLLOWS: documents.
<br /> � - CEILINGS AT ATTIC SPACE A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS
<br /> 1/2' PTD. GWB OVER .006 MIL VISQUEEN VAPOR BARRIER OVER AT THE CEILING AND FLOOR LEVELS AT AT 10 FOOT
<br /> SCHEDULED CEILING JOISTS � 24" O.C. W/ R-38 BATT INTERVALS BOTH VERTICAL AND HORIZONTAL. 1 4-1s-o8 PLAN B & C ISSUED FOR PERMIT
<br /> INSULATION. PAINT WITH SEALER MAY BE USED IN LIEU OF B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED 2 4-2s-os PLAN A ISSUED FOR PERMIT
<br /> � ��� ��� � � e � ���� �� � � �i � �� � � VISQUEEN VAPOR BARRIER AT WALLS AND CEILINGS VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
<br /> SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3 5-5-OS PLAN D ISSUED FOR PERMIT
<br /> SCALE 3/8�� _ � �-O�� FLOOR CONSTRUCTION NOTES THEI TOP AND BOTTOMCOF THEWRUN ANDIRBETW ENER TU S
<br /> ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE
<br /> FLOORS / CEILINGS WALLS UNDER THE STAIRS ARE UNFINISHED.
<br /> ' Occupancy Separation Between Gara�e and Fu�nace & Water Heate�in GaYa�e Gas Fireplace 3/4" T&G PLYWOOD SUBFLOOR (SCREWS � 6" O.C. � EDGES - D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, NR. DATE R�vISION
<br /> „ FIREPLACES AND SIMILAR OPENINGS THAT AFFFORD A
<br /> 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*
<br /> 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.
<br /> CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's (1 SELECTION BY DEVELOPER (TYP). DEAD LOAD 40 PSF LIVE LOAD. INSTALL 1/2" PTD. G.W.B. E) AT OPENINGS BEfWEEN ATTIC SPACES AND CHIMNEY 'I'hese documents,the ideas and designs incorporated herein as an
<br /> LAYER ON STICK FRAMING Q 16" O.C. OR LESS) INSTALL 3"� (MIN) STEEL PIPE BOLLARD FOR CEILING AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT CHASES FOR FACTORY BUILT CHIMNEYS. instntment of service and shall remain the property of Carl J.Colson-
<br /> WALLS: 1 LAYER ON COMMON WALLS TO ROOF PROTECTION OF WATER HEATER FROM DAMAGE BY CAR AT FIREPLACE ENCLOSURE: INSULATION BELOW PLYWOOD SUBF!OOR OVER UNHEATED AREAS. Architect PLLC and are solely for use on the residential project(City
<br /> SHEATHING / 1 LAYER ON WALLS TO SUPPORT IF FURNACE & WATER HEATER ARE INSTALLED AT REAR 5/8" TYPE X GYP. BD. AT INTERIOR Lights)on 2nd Ave. W,Everett,WA. These files may not be usedon
<br /> PROTECTED CEILINGS 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
<br /> PLATE W 4 1 2"� EXP. ANCHOR BOLTS IN SURROUND FRAMING. INSTALL GYPSUM WALLBOARD REQUIREMENTS. ex ress ermission of architect.'I7ie are not to be usedb ithe client or
<br /> POSTS AND BEAMS: 1 LAYER � � � ) P P Y' Y
<br /> DOOR TO LIVING AREA: INSTALL 1-3/8�� SOLID CORE CONCRETE (MIN 4" EMBEDMENT) BEFORE FIREPLACE IS INSTALLED. any other party or entity on this or other projects,in whole orpart,or as
<br /> WOOD DOOR WITH SELF CLOSER AND WEATHERSTRIP TYPICAL AT ALL FIREPLACES. an extension to this project except by agreement in writing with
<br /> WATER HEATER SEISMIC STRAP - EXPANSION TANK appropriate financial compensation to Carl J.Colson-Architect PLLC
<br /> INSULATION: AT WALLS BETWEEN GARAGE AND PRESSURE RELIEF LINE TO OUTSIDE - RAISE 24" OFF Wall & Ceilin�Penetrations �� � � Copyright 2oos Carl J.Colson-architect PLLC, O
<br /> � HEATED SPACE, INSTALL 2x 6 STUD WALLS (� 16" FLUOR - R-10 PAD UNDER REFER TO 2003 I.R.C. FOR �,ju���'�' � � q- ;-�V' y, � Ailrightsreserved
<br /> O.C.) W/ R-21 BATi� INSULATION. AT CEILINGS Par Wall Between Dwellin Units REQUIREMENTS FOR ALL f��:��i;�4,����_. , �t�, � � , ,��]J
<br /> BETWEEN GARAGE AND HEATED AREAS ABOVE, tY � PENETRATIONS THRU RATED WALLS,
<br /> INSTALL R-30 BATT INSULATION BETWEEN SEE SHEET A-3.2 FOR CONSTRUCTION INFORMATION ON FLOOR/CEILING, AND CEILING/ROOF.
<br /> SCHEDULED JOISTS, INSTALL R-10 RIGID INSULATION PARTY WALLS BETWEEN ADJACENT DWELLING UNITS. NO PERMIT DRAWINGS � � � � � � �
<br /> BELOW SLAB AT HEATED AREAS. PLUMBING OR MECHANICAL IN PARTY WALLS. Th�s note applies only to the arcnitectural drawing prepared by Carl J. Colson — The Builder shall be responsible for developing construction details necessary The Architect has not been contracted to perform Construction Administration ��
<br /> Architect PLLC for Citv Builders NIN (the Owner/Developer/Builder) for the Citv Lights ta construct a weathertight, durable building. services or Construction Obszrvation serviczs 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 adequary of construction of building envelopz
<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 complete or details.
<br /> with structural drawings provided by structural engineer) for the Owner/Developzr/Builder 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 project only. All dztails, notes, and drawings shown are for Permit purposes only construc'ted per manufacturer requirements, building code reyuirements, and that all flashing, weatherproofing, roofing, and waterproofing details are built
<br /> and do not constitute th2 full set of details required to construct this project. accepted Industry Standards for performance. correctly and meet Owner�Developer�Builder approval and ❑ccepted industry �
<br /> standards before being covered by subsequent construction work.
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