3313 OAKES AVE 2017 Plans 2022-11-21 (3)

- -- -- - - - - -. ___��:i nu.�Hrwr . _ . . . . . . ._. .._ . . . _. . . . . . _ . . . . . . . . . � . ROOF CONSTRUCTION ROOF RIDGE VENTS SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR INFORMATION . SEE ROOF PLAN FOR ALL RIDGE VENT LOCATIONS&ROOF VENT CALCULATIONS � � ROOF TRUSS BEARING / � ROOF TRUSS NOT TO BEAR UPON INTERIOR WALLS(UNLESS \� NOTED ON STRUCTURAL DRAWINGS).SEE STRUCT.DWGS. `� ./ FOR WALL TO TRUSS CLIP FASTENING INFORMATION � � ROOFTRUSS ' PRE-ENGINEERED ROOF TRUSSES @ 24"O.C.-SEE ROOF SLOPE&OVERHANG � srAUCTURa�oRAwwGS. SEE ROOF PLAN FOR ALL ROOF -: TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY.REFER TO SLOPE AND OVERHANG INFORMATION , ROOF PLAN&EXTERIOR ELEVATIONS FOR ROOF DESIGN Carl J. CO�SOn - Architect PLLC THAT INCLUDES GABLES,HIPS,OR OVERFRAMED AREAS PAINTED P�YWOOD ROOF SHEATH�NG - , INSULAT�ON TO TAPER NEAR END ��r� @ EXPOSE�AREAS oF ovERHANGS .- ------------- -------------� ----- --- -�' _ _ /` OF ROOF FRAMING TO MAINTAIN 23623 20th Ave. W _ _ CEILING C�ATTIC CONSTRUCTION - f - _ - VENTILATION SEE ASSEMa�v NOTES eE�Ow FOR - - , TRUSS MANUFACTURER TO PROVIDE Bothell, WA 98021 __- CEILING CONSTRUCTION RAISED HEEL TRUSSES�a UPPER -- ROOF SLOPE&OVERHANG � '/ - - ROOFS.SEE ROOF PLAN SEE ROOF PLAN FOR ALL ROOF SLOPE AND 425-806-3703 __ ...... - %" OVERHANG INFORMATION ' BIRD BLOCK VENTING @ EAVES ROOF RIDGE VENTS ' ' EXCEPT WHERE NOTED ON ROOF SEE ROOF PLAN FOR ALL RIDGE VENT / j� ROOF CONSTRUCTION wwwCarlCols onArchitect.COm - -- - � LOCATIONS&ROOF VENT CALCULATIONS -� j' SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR _ PLAN� �` INFORMATION , . - - - TRUSS MANUFACTURER TO PROVIDE OF TRUSS BEARING Commercial & Residential � �. � _ _, -, -, ��,- � �� __ = /� � � � � � � - � �� RAISED HEEL TRUSSES @ UPPER ROOFS. � RO EXTERIOR WOOD TRIM � � ' `� /� ' ROOF TRUSS NOT TO BEAR UPON INTERIOR WALLS(UNLESS Level 3 Top Plate SEE ROOF PLAN -----� � / Architecture ALL EXTERIOR WOOD - � � NOTED ON STRUCTURAL DRAWINGS).SEE STRUCT.DWGS. � SHALL BE PRE-PRIMED � 28'06 � � � FOR WALL TO TRUSS CLIP FASTENING INFORMATION ON ALL SIDES PRIOR TO R-10 RIGID , ATTIC ACESS .� � �� '� � Cottage Rid�e Hei ht INSTALLATION.NO INSUlATION @ SEE FLOOR PLAN FOR ATTIC� ATTIC ACESS � - _ � ROOF TRUSS 26.79 UNPRIMED WOOD WILL , HEADERS(TYP) . ACCESS HATCH LOCATION I , SEE FLOOR PLAN FOR ATTIC � PRE-ENGINEERED ROOF TRUSSES @ 24 O.C.-SEE BE ALLOWED TO BE � R-49 INSULATION @ ATTIC � � I � ACCESS HATCH LOCATION -- - r� STRUCTURAL DRAWINGS. -- = TRUSS�AYOUT SHOWN IS SCHEMATIC ONLY.REFER TO 3313 O ake s Ave• INSTALLED i� SEE WINDOW SCHEDULE � ` .- INSULATION TO TAPER NEAR END OF ROOF PLAN&EXTERIOR ELEVATIONS FOA ROOF DESIGN � SHEET FOR ALL INTERIOR � ` � ' j� ROOF FRAMING @ EAVESTO MAINTAIN = -- - THAT WCLUDES GABLES,HIPS OR OVERFRAMED AREAS BIRD BLOCK VENTING @ EAVES MANUFACTURED WOOD � DOOR&WINDOW TRIM INFO � � °O VENTILATION - MONO TRUSS(@ 2a" T,ll WOOD F�oOR,10�S7S.SEE _ . . � � PLAN)PT WHERE NOTED ON ROOF Ap artments O.C.)@PORCH ROOF � - � � &FRAMING LAYOUT'INGS FOR SIZE �� ' '° � _ f_ � �_ �� ,- PAINTED PLYWOOD ROOF SHEATHING Pro�ect r�ddress WRAP ALL PORCH � � , � MANUFACTURED WOOD - - - -- -- ..... � BEAMS W/PTD.1x INTERIOR WALL � i MONO TRUSS(@ 24" /` - � @ EXPOSED AREAS OF OVERHANGS 3313 Oakes Ave. WOOD TRIM(TYP) -� �. SEE WALL CONSTRUCTION � i O.C.)@PORCH ROOF � ASSEMBLY NOTES BELOW FOR - - " " (� � i � INTERIOR WALL CONSTRUCTION � � - _ _ _ _ _ = _ _ . ; �� X 7 x � � � � �� X �X ,q !� x ��,� ��C� X �i Verett WA J g�O� � ,_� �. ,- , ,-, � Level3 �� / '� � '�' �� , � � � ��, � � 19.97 � , ��, , � , ��/ , ,� � �,i �., � ;� � � � � i �' ; `� � " V � �� age op P , � �� , , Cott T late 1 - , Level 2 To Plate � � � 19.24 � � _ - �$74 - � ,-- R-10 RIGID INTERIOR WALL \ � INSULATION @ SEE WALL 2x6 STUD / � � SEE PORCH CEILING T X �' HEADERS CONSTRUCTION WALL � LIVING \ CEiLING(a�ATTIC CONSTRUCTION �,--.,i PORCH SOFFITS C�ALL PORCHES NOTE @ FRONT PORCH a I�I TYP ASSEMBLY NOTES BELOW SEE ASSEMBLY NOTES BELOW FOR , 3/8"PRIMED&PAINTED PLY BEAO CLASSIC ��; CASED OPENING I' � � � I � ) FOR WTERIOR WALL � WA�M , CEILING CONSTRUCTION CONCRETE PORCH& ! �� PLYWOOD SOFFITS.RUN GROOVES PTD.1x MDF WOOD TRIM @ I - I� � � � �� � CONSTRUCTION STEPS W/PEA GRAVEL ' PERPENDICULAR TO fRONT WALL OF HOUSE.SEE CASED OPENING.TRIM _ M � BEYONE � R-49 INSULATION�a ATTIC I � I DETAIL TO MATCH INTERIOR ' � � � � � FINISH.COORDINATE j FLOOR PLAN FOR LOCATION OF FURRED BEAMS - ao ^ � � � � � � WINDOW � i °O NUMBER OF STEPS W/ EXTERIOR WALL WINDOW TRIM DETAIL-SEE ReaT SEE WINDOW SCHEDULE � GRADING PLAN -� SEE WALL CONSTRUCTION WINDOW SCHEDULE SHEET � _ T- M o�C � � � � � NOT S II � � T � \ i ASSEMBLY NOTES BELOW FOR POTC�I o W � DOOR&W NDOW TRIM�INFO Pro�ect Client FLOOR CONSTRUCTION o� r � SHOWN r a� DISTANCE FROM � EXTERIOR WALL CONSTRUCTION � SEE ASSEMBLY NOTES BELOW � ' RainieY Bui�din COY FINISH GRADE TO \ �Bedroom #2 � � D1T11T1 � g p• � PORCH IS NOT � FRONT PORCH&STEPS / FOR FLOOR CONSTRUCTION C3 1 4'LONG � OVER UNHEATED AREA ALL DECK FRAMING w � � KITCHEN ,� `) ..=l EXTERIOR WALL P.O. BOX 1947 TO EXCEED 24" / CONCRETE PORCH&STEPS W/PEA , � LINEAR � � � i �' CABINETS �' I � �' SEE WALL CONSTRUCTION i AND 3/4' PLYWOOD ` ASSEMBLY N O T E S B E L O W F O R FTOTIt GRAVEL FINISH.SL OP E T O D R A I N.S E E � � M E T A L � � i i NOT � MASONRY BLOCK� �, STRUCTURAL DRAWINGS 1V1T1 ROO / Dlnin� „ SHEATHING AT DECKS SOFFIT � � i � ____ ;��5� E�'eYett, Wt� 9HZO6 RETAINING WALL. ` � SHALL BE PRESSURE � SHOWN ---► i EXTERIOR WALL CONSTRUCTION ) '- --- - _ _ � �_ �_x__s � � J' �-�� - Cotta e L 10 I14 Sheet Tit�e POTCYl VENT � i � � SEE LEVEL 2 1 , ALL WOOD IN CONTACT W/CONCRETE / TREATED � FLOOR PLAN FOR 1 ' I' � ! SHALL BE PRESSURE TREATED TYP /� StOPE � - _ _ LAYOUT Level 2 , x� x ';� , �. �x X ,rX7�. �i X �, � x ;,, �,, � � � � � � � ' � Cottage Level 1 To Plate ' . • • � �, M 9.65 - � �� %� �X r ��-X-x "X-� , ��, r�-_ _ �� -� x-?"` N i � � r �� p 9.09 _ * Q - � �Y � , Level 1 To Plate � r � _ , - in R I T . EE 1 in l. O �7 T IW DFL00 JOS S S B � S�C _ � oo u d . � �, � , _ ' I R-38 INSULATION PER ENERGY �� R-38 INSULATION PER�ENERGY � � 8•42 ` (3)BEAMS-PROFILE � � CODE CREDIT STRUCTURAL DRAWINGS FOR SIZE I � � SEE STRUCT�o u o `, \ CODE CREDIT 36"HIGH PORCH RAILING.SEE CUT FROM 6 X 10 \ �- OCCUPANCY SEPARATION &FRAMING LAYOUT � i� - � � _ ARA E IN LATION T G G SU St0 1 e R ` � I IDRAWINGS FOR- -�- RAILING NOTES&EXTERIO CORBEL/BEAMS- PRIMED&PAINTED � *- � i - - OCCUPANCY SEPARATION ( 1 SEE OCCUPANCY SEPARATION T ADDITIONAL PORCH ELEVATION DRAWINGS PROFILE CUT FROM 6 X CONC.SLAB OVER R-10 i ❑❑ r� _ I a i WALLS C�HEATED SPACE&GARAGE - SEE OCCUPANCY SEPARATION NOTES ON SHEET A- , FLOOR CONSTRUCTION - NOTES ON SHEET A-2.1 FOR � , ��Q T \ RIGID INSULATION. i -FOOTING SUPPORT- 2x6 STUDS @ 16"O.C.W/R-21 BATT 2.1 FOR GYPSUM BOARD REQUIREMENTS AT WALLS REAR PORCH DECK(1.5" 10(PRIMED&PAINTED). Q SEE ASSEMBLY NOTES GARAGE DOOR TO BE i GYPSUM 80ARD REQUIREMENTS ��-, � T KEEP FRONT SEE ELEVATIONS FOR - -- � - � INSULATION &CEILING BETWEEN GARAGE AND LIVING AREAS BELOW FINISH fL00R).SLOPE g BELOW FOR FLOOR AT WALLS&CEILING BETWEEN ,Gk'.�RIGID INSULATION THERMAL BREAK o - PORCH FROM LOCATIONS INSULATED.ALL WALLS TO Bedroom #1 BETWEEN SLAB 8 CONC.WALL T � BELOW GRADE WALL INSULATION � FLOOR FRAMING TO DRAIN i/4 PER FT. �. BE INSULATED W/R-21 i CONSTRUCTION OVER GARAGE AND LIVING AREAS -SETTLING.- � FRAMING IS SCHEMATIC ONLY.SEE STRUCTURAL SEE DECK WATERPROOFING (2)4'LONG LINEAR � BATT INSULATION � _ _'� - � I - , 2x4 STUDS @ i6"O.C.W/R-13 BATT _ r� UNHEATED AREA - FLOOR FRAMING . I i �- DRAWINGS FOR ALL FLOOR JOIST SIZES, NOTES BELOW METAL SOFFIT VENTS � � FRAMING IS SCHEMATIC ONLY. , � -� LANDSCAPE RETAINING WALL BLOCKS_ ' OVER R-5 RIGID INSULATION.DO NOT G1ra�e SPACING,SUPPORT POSTS,AND POST FOOTINGS � AT EACH UNIT - r� � GdPa e - USE VAPOR BARRIER @ BASEMENT/ SEE STFUCT.DRAWINGS FOR in cA EXTERIOR WOOD TRIM � -�- SEE STRUCTURAL DRAWINGS i -_W/FLAT FACE AND MATCHING WALL- BELOW GRADE WALLS � GARAGE SLAB W/CRACK CONTROL JOINTS ALL HEADER INFORMATION ' � � ALL EXTERIOR WOOD � SPRINKLER SYSTEM � FOR ALL FLOOR JOIST SIZES. � ,{�f _CAP.INSTALL GRAVEL BACKFILL AND � 4"CONC.SLAB(SLOPE TOWARD GARAGE DOOR)W/ (TYP) 0° o� � SHALL BE PRE-PRIMED I NFPA 13-D FIRE �� SPACING,SUPPORT POSTS,AND � � i f -DRAINAGE PIPES(PER-I I I I - � a � R-5 RIGID INSULATION THERMAI REINFORCING-OVER 4"GRAVEL FILL AND VAPOR p� ON ALL SIDES PRIOR TO SPRINKLER SYSTEM POST FOOTINGS � ALL WOOD IN CONTACT W/ �, -, � AN - � OVERHEAD GARAGE DOOR. --- INSTALLED IN THIS UNIT. II RETE HALL BE PRESS RE ' MANUFACTURER'S DETA LS D / BARRIER.PROVIDE CRACK CONTROL JOINTS PER INSTALLATION.NO CONC S U - � BREAK BETWEEM SLAB&CONC.WALL SEE DOOR SCHEDULE C7 � PTOfeSSlOrial St1ffi1� - , REQUIREMENTS)BEHINDALL I I - NOTES ON FLOOR PLAN ON SHEET A-2.1 SEE w UNPRIMED WOOD WILL OVERHEAD GARAGE D00 . � % TREATED(TYP) RETAINING WALLS TYP) � R-10 RIGID INSULATION BELOW � SLOPE SLAB TO DRAIN �' I ___. L_ _�-� / STRUCTURAL DRAWINGS FOR ADD'L.INFO SLOPE TO DRAIN ----► � Level 1 BE ALLOWED TO BE SEE DOOR SCHEDULE Q SLAB @ ALL NEATED AREAS � - i; , COttaC,�e LeVel 1 , �'�� I I I I I I �� I d � e � 0.00 � INSTALLED � - - I BELOW GRADE WALL WATERPROOFING- ' d ° ° - a � 0.00 7543 EGISTERE _ - - a � � , R �. a . a a , , � I PROTECTION/DRAINAGE BOARD OVER_ � � � � � � _ _ � � �r � �: � ��_� �� I--- Y T M � " � ° � I I I I I I I I I I BOTTOM OF FOOTING TO BEAR ON BEARING SOIL AND SHALL - �� -�� `' � � � � � - - - � � - - I I � � I i I �� -- �-"- � "� ' �- 6'HIGH STAINED WATERPROOFING S S E I I I I �� FOUNDATION DRAIN I I I I I I I- - - GARAGE SLAB W/CRACK -��'� SLAB INSULATIOM I i I I �� CEDAR IANDSCAPE ARCHITECT �� --- KEYWAY IN CONCRETE FOOTING.SEE- BE REQUIRED CODE DISTANCE BELOW FINISH GRADE �. � . � � -� SOIL COMPACTION-I I I I I I � -- - -� /� • a. . � �_SEE NOTES BELOW FOR BELOW GRADE i i i - � � , � � � � � � � � �-, , I PERFORATED TRENCH DRAIN(W/FILTER FABRIC) ° _ CONTROL JOINTS__ __ _ INSTALL R-10 RIGID INSULATION ' --____ FENCE //�,/� � -' ��. WALL WATERPROOFING.- -STRUCTURAL DRAWINGS FORj I I I I I I _ �� ---_REFER TO GEOTECHNICAL ENGINEERS -4"CONC.SLAB SLOPE TOWARD -BELOW ALL SLABS�a LIVING AREAS - � - ' � ; - -FOOTING SIZE&REINFORCING(TYP) - - - - @ ALL EXTERIOR FOOTINGS _ _ � ( � � SEE FLOOR PLAN FOR G""�L'"�� _ a -�'�� ' I I I I i �, I - - i i i i i i i i i - SOIL COMPACTION- � I I I I I I I I ( _ _ =REPORT FOR INFORMATION AND GARAGE DOOR)W/REINFORCING_ _AND GARAGEI I I I I I ' � i �, � � - - � REFER TO GEOTECHNICAL ENGINEERS REPORT FOR _ REQUIREMENTS FOR ALL SOIL!, , , � , ; � ' - _ - a �� E RETAINING WALL CARL J. COLSON � _ I _ _ _ _ � 'L� - -OVER R-10 RIGID INSULATION � � DEEPER FOUNDATION FOOTING I ( I INFORMATION AND REQUIREMENTS FOR ALL SOIL_ � - COMPACTION,GRAVEL FILL LAYER,AND OVER 4"GRAVEL FILL AND VAPOR - � � � � I BEYOND @ PATIO I I I - � �� - � i S ATE OF WASHWGTO - - � - I !--I I I I i I - THIS FOOTING&FOUNDAT ON WALL � I � FOUNDATION DRAIN - � � - VAPOR BARRIER � -� , i i i - - - - j COMPACTION,GRAVEL FILL LAYER,AND VAPOR - - - -BARRIER.PROVIDE CRACK�I I I � - - f��'�� ,'- -� �� PERFORATED TRENCH DRAIN W/ - -EXTEND WATERPROOFING OVER_ _ - � - �} � I I I I I I I I I _ARE TO BE CONSTRUCTED AT A_� I a I ( _ _ _ � BARRIER_I I I I I I I I I I - - � �� - �/ TOP OF FOOTING AND DOWN I - -CONTROL JOINTS PER NOTES ON � � FILTER FABRIC SOCK)IN GRAVEL_ _ - - - - - , /� . � � � - -BOTTOM OF FOOTING TO BEAR ON BEARING - - -DEPTH TO WHICH IT WILL NOT ADD A -1 ' - �.r �✓� - SOIL AND SHALL BE RE�UIRED CODE FLOOR PLAN ON SHEET A-2.1 SEE - SURCHARGE LOAD(OF THE-I I I _ _ �_�� I � EXISTING ��,-BED @ ALL EXTERIOR FOOTINGS- - VERTICAL FACE OF FOOTING_ _ - - - � � �� _�_ _ �I � STRUCTURAL DRAWINGS FOR- - g ILDINGS WEIGHT TO THE EXISTING � % ' � � RETAINING WALL � I-I I I I � I I i I _ = I I , i I i I I I- _ _ _ _ - _ _ �--� � C _ DISTANCE BELOW FINISH GRADE, I i i i i i I � -_ � � - �� :I I = I J� �_ -ADD L.WFO RETAINING WALL @ THE ALLEY.SEE I � DOCUI71eTlt Set T��e: - I I I � I =� - � - _ - � � � (1� - -STRUCTURAL DRAWINGS FOR -� � i � l � i � - � � - � � � � i � i iii iii iii � ii-iii iii- - - � � � - I � ' ' ' ' ' ' ' ' ' ' ' ' ' ' � ' � � ' ' ' ' ' ' ' ' ' '-' � � � � ' � � � � � � � � � � � � � � ' � � � � � � � � � � � � � � � � � � I� '�' - i i i i i - ADDITIONAL WALLS THAT HAVE � I ��- _ ISSUED FOR PER�TIT: FEB. 6, ZO17 � � �� _ _PERFORAT�ED�TRE�NC��R�AIN(W� - -SURCHARG�E�SSUE BECAUSE OF THIS _�� REPOSOF ' D�� G EOT EC H N I CAL R E PO RT -FILTER FABRIC SOCK)IN GRAVEL � � � ��X B�1��11� Sl�C l101� � _ I I I I I I , , , -�� - � � EXISTING ALLEY -BED�a ALL EXTERIOR FOOTINGS KEYWAY IN CONCRETE FOOTING.SEE_ _ � ReVISl017 SCI1eCIUI@ 1�1 �4�� = 1 �-O�� A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS PROJECT AND SHALL BE - - -_ - FoorwG sizE a�AEwFORcwc�rv�P) � - - �� REVIEWED BY ALL PROJECT BIDDERS WHEN PRICING WORK FOR THIS PROJECT. _ __ I I 1- �--I I I ! ' I I ----- ! Rev. --, - - - THIS REPORT HAS BEEN PREPARED BY GEOTEST SERVICES INC ON DEC.9, 2016. � � � � � � # Date Description � ALL REQUIREMENTS AND INFORMATION INCLUDED IN THAT REPORT SHALL BE INCORPORATED INTO THIS PROJECT-THIS INCLUDES SOIL EXCAVATION, SHORING, AND --. COttage BUllding SeCtlOY�L 1 ,** ** COMPACTION REQUIREMENTS. (�� * � ' 2 ' 1 /4�� _ 1 �_�„ ��, �� CONSTRUCTION ASSEMBLY NOTES �� WALL ASSEMBLY NOTES wa�� & cEi�iNG PErvETRaTioNs FLOOR, STAIRS, GUARDRAILS DECK / PORCH CONSTRUCTION HEATING / PLUMBING NOTES GARAGE REQUIREMENTS SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND FASTENERS ON SHEET A-1.2 REFER TO 2012 I.R.C.FOR REQUIREMENTS FOR ALL PENETRATIONS THRU RATED SEE ELECTRICAL PLAN,VENTILATION NOTES,&AIR QUALITY NOTES ON SHEET FIRE RATED ASSEMBLIES WALLS, FLOOR/CEILING,AND CEILING/ROOF. FLOORS / CEILINGS DECKS & PORCHES OCCUPANCY SEPARATION A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION BASEMENT FURRING WALLS GLUE 1-1/8"T&G PLYWOOD SUBFLOOR(SCREWS @ 6"O.C.@ EDGES- 10"O.C.AT DECKS AND PORCHES ARE TO HAVE PRESSURE TREATED 2x FRAMING MEMBERS @ HEATING SYSTEM 5/8"TYPE X G.W.B.(TYP) REQUIREMENTS BETWEEN GARAGE AND LNING SPACE 1/2"PTD. FIBERGLASS FACE GYPSUM BOARD OVER 2x4 STUDS @ 16"O.C.W/R-15 RIGID INTERMEDIATE FRAMING MEMBERS)OVER SCHEDULED FLOOR JOISTS OR TRUSS - 16"O.C. REFER TO PLANS OR STRUCTURAL DRAWINGS FOR ALL FRAMING MEMBER HEAT WILL BE SUPPLIED BY A GAS FIRED FORCED AIR HEATING/COOLING CEILINGS: 1 LAYER ON ALL TRUSSES AND TJI's(1 LAYER ON STICK FRAMING @ 16"O.C. DRr�WING USE NOTIFIC�TION SIZES,BEAM SIZES,SUPPORT POSTS, FOOTINGS,AND CONNECTIONS. TYPICAL EXTERIOR WALL CONSTRUCTION INSULATION. DO NOT USE PAPER FACE GYPSUM BD.@ THESE AREAS. GLUE TO EACH JOIST. FLOOR LOAD : 10 PSF DEAD LOAD 40 PSF LIVE LOAD. SYSTEM W/FRESH AIR INTAKE AND INTEGRATED WHOLE HOUSE EXHAUST FAN OR LESS) This set of dra�vin s is bein issued as a Pro ress or Permit Set of INSTALL 1/2"PTD.G.W.B.CEILING AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT COVERED PORCH DECK SURFACE MATERIAL(OVER WOOD FRAMEO DECKS) IS TO BE W�TIMER . WALIS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING/1 LAYER ON WALLS TO g g g HARDIE-PLANK LAP SIDING (SMOOTH FINISH)W/6" EXPOSURE OR HARDIE SHINGLE TREMCO, INC.VULKEM 350/351 ROOF TERRACE/DECK COATING SYSTEM W/NON-SLIP � � Dra«�ings and is subject to change and adding of additional information PANEL W/STRAIGHT EDGE OVER FORTIFIBER WEATHERSMART DRAINABLE OR BENJAMIN ROOF ASSEM B LY NOTES INSULATION BELOW PLYWOOD SUBFLOOR OVER UNHEATED AREAS. AGGREGATE. INSTALLATION BY MANUFACTURER APPROVED INSTALLER PER GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL COORDINATE ALL SUPPORT PROTECTED CEILINGS Y R AP DRAINABLE HOUSEWRAPOVER 1/2"EXT.PLYWOOD OR 7/16"O.S.6. . SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES. DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR TO FRAMING POSTS AND BEAMS: 1 LAYER and drawings as required by review of the Building Department in the OBDYKE H D OG � � ROOF / ATTIC VENTILATION MANUFACTURER DETAILS AND REQUIREMENTS. • H ATHING OVER 2x6 STUDS 16"O.C.W/R-21 BATT INSULATION AND 1/2"PTD. GWB OVER SEE OCCUPANCY SEPARATION NOTES FOR GARAGE CEILING GYPSUM WALLBOARD PROCESS. ALL DUCTWORK IN UNHEATED SPACE SHALL BE INSULATED DUCT DOOR TO LIVING AREA:INSTALL 1-3/8"SOLID CORE WOOD DOOR WITH SELF CLOSER jurisdiction where this project is located. S E @ BIRD BLOCK VENTS @ ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN INSTALL UNDERLAYMENT, FLASHING,&COATING PER MANUF.SPEC'S.DECK MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER(OR BENJAMIN MOORE'S SUPER SPEC REQUIREMENTS. WITH A MIN. RATING OF R-8. AND WEATHERSTRIP DO NOT USE'THIS DR3\�-'ING FOR CONSTRUCTION UNLESS LATEX VAPOR BARRIER PRIMER SEALER 260).SEE ELEVATION DRAWINGS FOR SPECIFIED ON ROOF PLAN.SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/150th ATTIC SHEATHING SHALL BE 3/4"PRESSURE TREATED PLYWOOD. THIS DRAWING H��S A BUILDING DEP�IRT�IENT"r�PPROVED" SIDING MATERIALS. AREA ROOF VENTILATION W/1/2 AT EAVE LINE AND 1/2 AT RIDGE VENTS. PROVIDE STAIR / STEPS CONSTRUCTION ALL DECKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PUBLICATION WATER HEATER GARAGE INSULATION ST��IP APPLIED BY'I'HE BUILDING DEP�1RT�fENT UPON CROSS VENTILATION. 1"MIN.AIR SPACE ABOVE INSULATION ABOVE PER "PRESCRIPTNE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE"(BASED ON 2012 7 1 MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL BE 11":HEADROOM A GAS WATER HEATER SHALL BE INSTALLED IN GARAGE AT LOCATION AT WALLS BETWEEN GARAGE AND HEATED SPACE, INSTALL 2x 6 STUD WALLS(@ CO�IPLETION OF THE PER�IIT RE�IEW PROCESS. ANY CEDAR SHINGLE SIDING,CEDAR LAP SIDING AND ALL WOOD TRIM @ EXTERIOR SHALL BE � INTERNATIONAL RESIDENTIAL CODE AS PUBLISHED BY AMERICAN FOREST AND SECTION 1505.3 MIN.3 SQ. FT.PROVIDE WIND BAFFLE W/1"AIR SPACE ABOVE MINIMUM SHALL BE 6'-8":WIDTH SHALL BE 36"MINIMUM.REFER TO FLOOR � SHOWN ON PLAN. REFER TO FURNACE&WATER HEATER NOTES FOR 16"O.C.)W/R-21 BATT INSULATION.AT CEILINGS BETWEEN GARAGE AND HEATED � r win Eor Biddin or Estimatin Pur oses unless PRE-PRIMED AT ALL SIDES(BEFORE INSTALLATION)AND PAINTED W/EXTERIOR PAINT. PAPER ASSOCIATION.THIS PUBLICATION CAN BE OBTAINED AT THEIR WEBSITE: Do not use t s d a g g g p SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. ATTIC INSULATION. EXTEND TO A POINT 12"VERTICALLY ABOVE INSULATION. PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS,AND TREAD INFORMATION AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED JOISTS, TYPICAL ROOF CONSTRUCTION DIMENSIONS. wwwAWC.ORG/PUBLICATIONS/DCA/DCA6/DCA6-09.PDF INSTALL R-10 RIGID INSULATION BELOW SLAB AT HEATED AREAS. authorized by Client.During Construcuon Phase,the Clients General TYPICAL INTERIOR WALL CONSTRUCTION 2. HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND GAS FURNACE & WATER HEATER IN GARAGE Contractor(Builder) ox Developer shall be responsible for ensuxing that all 30YEARASPHALTCOMPOSITIONSHINGLES CERTAINTEEDLANDMARKSERIES � FIREBLOCKING DUCTS IN GARAGE ( ) Conctruction Personnel of the General Contractor and all Subcontractors 1/2"PAINTED GYPSUM WALLBOARD(GWB)AT EACH SIDE OF WALL W/2x4 STUDS @ 16"O.C. USE PLACED MINIMUM 34",MAXIMUM 38"ABOVE TREAD NOSING. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES PER DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS OVER OWENS CORNING DECK DEFENSEO HIGH PERFORMANCE ROOF � FIREBLOCK CONSTRUCTION are supplied�vith all A roverl and most current documents. 1!2"WATER RESISTANT GYP. BD.@ ALL KITCHEN, BATHROOM,AND LAUNDRY ROOM 3. THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/2" WSEC(TYPICAL) LOCATIONS. USE WONDERBOARD(CEMENT BACKERBOARD) BACKING BEHIND ALL TUBS, UNDERLAYMENT OVER 7/16"O.S.B.SHEATHING OVER SCHEDULED FRAMING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A NOR MORE THAN 2"IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL 1, INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015 INSTALL 3"DIA. (MIN STEEL PIPE BOLLARD FOR PROTECTION OF WATER ARCHITECTURAL COPYRIGHT MEMBEFiS. REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES. REFER TO MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL SHOWERS,AND TILE LOCATIONS PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION ) • STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS AND ATTACHMENT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE. HAVE NO OPENINGS INTO THE GARAGE. GARAGE WALL CONSTRUCTION INFORMATION ON ALL STRUCTURAL MEMBERS. REFER TO ROOF FRAMING PLAN FOR OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HEATER FROM DAMAGE BY CAR IF FURNACE&WATER HEATER ARE _ HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET LESS 2.PROVIDE FIREBLOCKS AROUND VENTS AND PIPES AND AT VERTICAL INSTALLED AT REAR OF GARAGE. BOLT BOLLARD TO SLAB W/6X6 STL. DUCTS IN GARAGE This sheet of drawings ma��not be reproduced in an�-form without (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD-25 PSF BRACE WALLS PER 2012 THAN 1-112"BETWEEN THE WALL AND HANDRAIL. OPENINGS WHERE EXHAUST FAN DUCTS ARE ROUTED TO ROOFTOP PLATE W/4(1/2" DIA.) EXP.ANCHOR BOLTS IN CONCRETE(MIN 4" DUCTS IN THE GARAGE AND DUCTS PENETRATING THE prior approval of Carl J.Colson-Architect P11C. BETWEEN GARAGE AND LIVING AREAS I.R.C. EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE. EMBEDMENT These document the ideas and desi ns incor orated herein as an 5/8" PTD.TYPE X GYPSUM WALLBOARD(FIRETAPED)AT INTERIOR FACE OF WALL 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30"ABOVE GRADE, ) WALLS OR CEILINGS SEPARATING THE DWELLING FROM > > g 1' ROOF GUTTER CONSTRUCTION PROVIDE GUARDRAILS NOT LESS THAN 42"HIGH WITH INTERMEDIATE 3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN 2012 WITH 2x4 OR 2x6 STUDS @ 16"O.C..EXTERIOR FACE OF WALL SHALL BE PRE- EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AND AS FOLLOWS: THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0.26 GAGE SHEET instrument of service shall remain the property of Carl J.Colson- DI -PLANK HORIZONTAL LAP SIDING OVER 2 REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS. MEMBERS SPACED SUCH THAT A SPHERE 4"IN DIAMETER CANNOT PASS PLUMBING NOISE CONTROL & INSULATION STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO ��rchitect PLLC and are solel}�for the use on this project only.These PRIMED AND PAINTER CEDAR OR HAR E THROUGH. (DECKS ACCESSIBLE ONLY TO INDIVIDUAL UNITS OR AREAS WITHIN A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE CEILING THE GARAGE. files,drawings,ideas,or designs ma��not be tramsmitted electronicall�� LAYERS 60 MINUTE BUILDING PAPER OVER 5/8"TYPE X DENSGLASS GOLD SHEATHING INDIVIDUAL UNITS MAY USE 36"HIGH GUARDRAILS).GUARDRAILS ARE TO BE AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND NOISE CONTROL OVER 1/2"EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS FOR LOCATION OF CEILINGS AT ATTIC SPACE DESIGNED TO WITHSTAND A HORIZONTAL FORCE OF 20 POUNDS PER LINEAL HORIZONTAL. ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM PIPE without espress permission of�lrchitect.The}r are not be used b��the CULTURED STONE VENEER TO BE APPUED IN LIEU OF WOOD SIDING. 1/2"PTD.GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR F00T WHEN APPLIED AT A RIGHT ANGLE TO THE TOP OF THE RAILING. B)AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND INSULATION. HOT WATER LINES SHALL BE WRAPPED W/R-5 INSULATION INTERIOR ADDITIONAL INSU LATION client or any other parh�or entit��on other projects,in whole or part,or WALL ANCHORING BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 OVER HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS,AND PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT INSULATION. as an extension to this project escept b��agreement in writing with PATIO FENCE / DECK GUARDRAIL CONSTRUCTION REQUIREMENTS SCHEDULED CEILING JOISTS @ 24"O.C.W/R-49 BATT INSULATION. COVE CEILINGS. appropriate financial compensation to Carl 1. Colson-Architect PLLC. UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS,BOLT APPROVED DRYER VENTING Co `ri ht Carl Colson-PLLC,201 MUD SILL(PER SEC 2317.4 TO TOP OF CONC.WALL W/5/8"x 10"ANCHOR BOLTS @ 4'-0" 1)ALL PATIOS SHALL BE CONSTRUCTED WITH THE FOLLOWING MATERIALS: C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND IN ADDITION TO INSULATION REQUIREMENTS NOTED ELSEWHERE IN THIS p� g J. 7..111 rights reserved.O O.C.& 1'-0"O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT CONC. SLAB / I NSU LATION PATIO SURFACE:4"CONCRETE SLAB ON COMPACTED GRAVEUFILL WITH BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE DRYER VENTING-W.S.E.C.SEC. M1502.4.5 STATES,"WHERE THE EXHAUST SET OF DRAWINGS,THE FOLLOWING REQUIREMENTS FROM THE 2012 MUDSILL EXPOSED AGGREGATE FINISH.SEE FLOOR PLAN FOR CONTROL JOINT RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION,THE EQUIVALENT W.S.E.C.SHALL BE FOLLOWED: Project Number CONCRETE FLOOR SLAB LOCATION. PATIO POSTS:PAINTED CEDAR 4X4 POSTS PATIO RAILING: D) IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMNEYS, FIREPLACES AND LENGTH OF THE EXHAUST DUCT SHALL BE INDENTIFIED ON A PERMANENT LABEL 1) INSULATED HEADERS(ALL VOIDS FILLED TO MIN. R-10. BASEMENT WALL WATERPROOFING ALL CONCRETE SLABS SHALL HAVE SMOOTH FINISH AND SHALL BE A MINIMUM OF 4" PAINTED CEDAR 3x4 WITH TOP SLOPING TWO DIRECTIONS. RAILING SIMILAR OPENINGS THAT AFFFORD A PASSAGE FOR FIRE AT CEILING AND OR TAG.THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT.OF THE EXHAUST 2)NO WALL STACKS IN EXTERIOR WALL CAVITIES 2016 04 TUFF-N-DRI H8 WATERPROOFING MEMBRANE AT ALL BELOW GRADE BASEMENT THICK OVER UNDERSLAB VAPOR RETARDER(STEGO WRAP 15 MIL. REINFORCED BALUSTERS;PAINTED CEDAR 2X2 BALUSTER FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. DUCT CONNECTION". 3) DUCTS IN FLOOR/CEILING ASSEMBLIES SHALL NOT DISPLACE R-30 Sheet Issue Date � WALLS. INSTALL TREMCO BARRIER SOLUTIONS DRAINSTAR Z-DRAIN(DRAINAGE MAT PLASTIC)OVER 4"FREE DRAINAGE GRAVEL(W/NO FINES). 2)PATIOS SHALL BE CONSTRUCTED AS SHOWN ON MAIN LEVEL FLOOR PLAN E)AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR INSULATION 03/04/16 � W/FILTER FABRIC)OVER WATERPROOFING MATERIAL. INSTALLATION BY SEE STRUCTURAL DRAWINGS FOR REINFORCING AND MIX INFORMATION. DRAWINGS. FACTORY BUILT CHIMNEYS. 4) RETURN AIR MUST BE DUCTED(NON-DUCTED JOIST BAYS NOT MANUFACTURER APPROVED INSTALLERS PER MANUFACTURER DETAILS AND CONCRETE SLABS BELOW HEATED AREAS SHALL HAVE R-10 RIGID INSULATION(2" 3) IF PATIO IS MORE THAN 30"ABOVE FINISH GRADE,PATIO GUARDRAILS ALLOWED). Drawn ey REQUIREMENTS. THICK)BELOW SLAB. PROVIDE P.T.2x4 BETWEEN SLAB EDGE AND FOUNDATION WALL SHALL BE 36"HIGH AND BALUSTERS SHALL BE PLACED TO PREVENT INSULATION 5) PER SELECTED ENERGY CREDIT OPTION,WINDOWS SHALL HAVE A U Author Building Sections EXPOSED CONCRETE BASEMENT WALLS WHERE SLAB IS LESS THAN 2'BELOW FINISH GRADE. PASSAGE OF 4"SPHERE. VALUE OF 0.28, R-38 INSULATION IN FLOORS OVER UNHEATED AREAS, R- 4).COORDINATE CONCRETE STEPS TO PATIO WITH CIVIL SITE DRAWINGS. INSULATION R-VAWES 10 RIGID INSULATION BELOW SLAB AT ALL HEATED AREAS Scale �I AT THE EXPOSED FACES OF CONCRETE WALL, BUILDER SHALL INSTALL TROWELLED PER WASHINGTON STATE ENERGY CODE (W/PRESCRIPTIVE PERFORMANCE AND ON STUCCO-LIKE SURFACE COATING (SELECTED BY BUILDER)TO GIVE CONCRETE A As indicated Sheet Plot Date2/6/201 7 1 0:19:25 AM FINISHED,SMOOTH APPEARANCE.ALL CONCRETE FINS, PROJECTIONS,AND HO�ES SELECTED METHODS TO OBTAIN REQUIRED 1.5 CREDITS),THE INSULATION VALUES ARE SHALL BE PATCHED PRIOR TO INSTALLING SURFACE COATING R-21 FOR WALLS, R-38 FOR FLOORS OVER UNHEATED SPACE,AND R-49 IN ATTIC SPACE. WVVW.CarlColsonArchitect.00111