3313 OAKES AVE 2017 Plans 2022-11-21 (2)

� ROOF CONSTRUCTION ROOF RIDGE VENTS SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR SEE ROOF PLAN FOR ALL RIDGE VENT INFORMATION LOCATIONS&ROOF VENT CALCULATIONS � ROOF TRUSS BEARING ; ROOF TRUSS NOT TO BEAR UPON INTERIOR WALLS(UNLESS NOTED ON STRUCTURAI DRAWINGS).SEE STRUCT.DWGS. FOR WALL TO TRUSS CLIP FASTENING INFORMATION � ` ROOFTRUSS " PRE-ENGINEERED ROOF TRUSSES @ 24"O.C.-SEE � ROOF SLOPE&OVERHANG _t STRUCTURnL DRAWINGS. SEE ROOF PLAN FOR ALL ROOF TRUSS lAYOUT SHOWN IS SCHEMATIC ONLY.REFER TO / ROOF PLAN&EXTERIOR ELEVATIONS FOR ROOF DESIGN SLOPE AND OVERHANG INFORMATION Carl J. CO�SOYl - Architect PLLC r PAINTED PLYWOOD ROOF SHEATHING - THAT INCLUDES GABLES,HIPS,OR OVERFRAMED AREAS INSULATION TO TAPER NEAR END @ EXPOSED AREAS OF OVERHANGS --�--..--- -- -----•-.-----�----. �� _ _ i _ � OF ROOF FRAMING TO MAINTAIN �v� - - VENTILATION 23623 20th Ave. W CEILING Cc�ATTIC CONSTRUCTION -- - = ; :� _ - _ SEE ASSEMBLY NOTES BELOW FOR CEILING CONSTRUCTION ; - TRUSS MANUFACTURER TO PROVIDE Bothell WA 98021 ; ; _ ;; RAISED HEEL TRUSSES @ 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 / / SEE ROOF PLAN FOR ALL RIDGE VENT (EXCEPT WHERE NOTED ON ROOF LOCATIONS&ROOF VENT CALCULATIONS -., �' j� ROOF CONSTRUCTION �;�wwCarlColsonArchitect.COYn PLAN) SEE CONSTRUCTION ASSEMBLY NOTES BELOW FOR TRUSS MANUFACTURER TO PROVIDE � INFORMATION EXTERIOR WOOD TRIM � � � � RAISED HEEL TRUSSES @ UPPER ROOFS. - ROOF TRUSS BEARING Commercial & Residential � ALL EXTERIOR WOOD Level 3 Top Plate � SEE ROOF PLAN ---- ROOF TRUSS NOT TO BEAR UPON INTERIOR WALLS(UNLESS SHALL BE PRE-PRIMED R-10 RIGID ATTIC ACESS � 28.06 �� '� NOTED ON STRUCTURAL DRAWINGS).SEE STRUCT.DWGS. ArC�l Lf.'C�UYe - ROOF�TRUSO TRUSS CLIP FASTENING INFORMATION COttage Rldge Hei ht ON ALL SIDES PRIOR TO INSULATION @ SEE FLOOR PLAN FOR ATTIC \ _ INSTALLATION.NO � ATTIC ACESS PRE-ENGINEERED ROOF TRUSSES @ 24"O.C.-SEE UNPRIMED WOOD WILL HEADERS(TYP) ACCESS HATCH LOCATION BE ALLOWED TO BE i i � I SEE FLOOR PLAN FOR ATTIC _ � 26J9 R-49 WSULATION @ ATTIC � � 'I � = ACCESS HATCH LOCATION � - -- STRUCTURALDRAWINGS. INSTALLED � � � � °° 3313 O ake s Ave I� � SEE WINDOW SCHEDULE � i I � � = TRUSS LAYOUT SHOWN IS SCHEMATIC ONLY.REFER TO i � � r � INSULATION TO TAPER NEAR END OF ROOF PLAN&EXTERIOR ELEVATIONS FOR ROOF DESIGN • SHEET FOR ALL INTERIOR MANUFACTURED WOOD � DOOR&WINDOW TRIM WFO � � � ,% ROOF FRAMING @ EAVESTO MAINTAIN = -- ___ _ THAT INCLUDES GABLES.HIPS OR OVERFRAMED AREAS� gIRD BLOCK VENTING�a EAVES MONO TRUSS(�a 24" % VENTILATION �� _ - - O.C.)@PORCH ROOF TJI WOOD FLOOR JOISTS.SEE j' _ (EXCEPT WHERE NOTED ON ROOF Ap artments � , /� .� __ . � �..��:: . , , _ _ � PLAN) STRUCTURAL DRAWINGS FOR SIZE � I � � WRAP ALL PORCH � &FRAMING LAYOUT � � � i. _; .___._._ _ �, _.�. .�.. ��r,�_,_____..�,... BEAMS W/PTD.1x � INTERIOR WALL � i MANUFACTURED WOOD -- � PAINTED PLYWOOD ROOF SHEATHING Pro�ect r�ddress � � � SEE WALL CONSTRUCTION � I � 0ON@PORCH(OOF / � "` "' - • / @ EXPOSED AREAS OF OVERHANGS . 3313 Oakes Ave. WOOD TRIM TYP � ASSEMBLY NOTES BELOW FOR � � � � � _ � � INTERIOR WALL CONSTRUCTION � � , , , - , -- � ' Level3 �-- - ; � � -„ �� , � - � -,�� .-. � � � �� , � -� , ��, , ; �; .X7� � � � Everett, �A 98206 - - — — � �� ,% � � �,� , ;� � ��_ , � , ; � � � x x � N 19'97 � Y Y �, �. k � _ Cottaqe Top Plate \ � \ - , Level 2 To Plate � R-10 RIGID INTERIOR WALL 19•24 � ', + T i8•�4 INSULATION @ SEE WALL 2x6 STUD �- I � e SEE PORCH CEILING HEADERS CONSTRUCTION WALL —� \ — PORCH SOFFITS Cc�ALL PORCHES NOTE @ FRONT PORCH x LIVING CEILING Ca)ATTIC CONSTRUCTION �i 3/8"PRIMED&PAINTED PLY BEAD CLASSIC �: CASED OPENING i, a (TYP) ASSEMBLY NOTES BELOW � ROOM � SEE ASSEMBLY NOTES BELOW FOR i � FOR INTERIOR WALL � WALL � �� CEILING CONSTRUCTION CONCRETE PORCH& ,i I PLYWOOD SOFFITS.RUN GROOVES PTD.1x MDF WOOD TRIM @ � STEPS W�PEA GRAVEL I i PERPENDICULAR TO FRONT WALL OF HOUSE.SEE CASED OPENING.TRIM i CONSTRUCTION` � I BEYONE � FINISH.COORDINATE FLOOR PLAN FOR LOCATION OF FURRED BEAMS DETAIL TO MATCH INTERIOR = � ^ � � � � R-49 INSULATION @ ATTIC NUMBER OF STEPS W/ � EXTERIOR WALL WINDOW TRIM DETAIL-SEE Rear � � v i i � � ' WINDOW � ` � WINDOW SCHEDULE SHEET � M � � � GRIDS SEE WINDOW SCHEDULE GRADING PLAN � � SEE WALL CONSTRUCTION Porch T � w i i � � �, NOT � bo SHEET FOR ALL INTERIOR r- ASSEMBLY NOTES BELOW FOR FLOOR CONSTRUCTION � � cn SHOWN � DOOR&WINDOW TRIM INFO � PYO�eCt Cllellt DISTANCE FROM EXTERIOR WALL CONSTRUCTION SEE ASSEMBLY NOTES BEIOW p� FINISH GRADE TO � T • / FOR FLOOR CONSTRUCTION - �Bedroom #2 � ` EXTERIOR WALL Rainier Buildin Co PORCH IS NOT FRONT PORCH&STEPS Dl�' � �i ' g 1�, , TO EXCEED 24" j CONCRETE PORCH&STEPS W/PEA OVER UNHEATED AREA ALL DECK FRAMING d (1)4'LONG � .� � LINEAR � � � � � KITCHEN � \ FPOIZt GRAVEL FINISH.SLOPE TO DRAIN.SEE AND 3/4"PLYWOOD � CABINETS +� SEE WALL CONSTRUCTION P.O. Box 1947 MASONRY BLOCK � � 1Vln ROO D1IZ1IZg RETAINING WALL. � � STRUCTURAL DRAWINGS i SHEATHING AT DECKS � OFF T � i � SEE LEVEL 2 \ POPCI"l % �� SHALL BE PRESSURE � � S�OWN � ' EXTERIOR WALL CONSTRUCTION �� E�'eTett, Wt� 9HZO6 � � � ALL WOOD W CONTACT W/CONCRETE VENT �� '�'�>>' � ASSEMBLY NOTES BELOW FOR ' ' TREATED_ � - LeVel 2 ,X- -- X-. - � _ � - ;��7 ��Y ;- ,� - , n� .,-x�� r -- - �-- �_� COttage LeVel 2 � ��•, Sheet Tltle FLOOR PLAN FOR ` - SHALL BE PRESSURE TREATED(TYP) � I, _ LAYOUT � - - � SCOP� ► � ,�� i � i � i i 10.14 � - �� ,� ' r" �'r'_"'_ �—i > >'r'� �r r r � � r � c+� 9.6rJ ' ,C . �� ,�p;r X';� ,r ,+�, � N �_ Cottage Level 1 Top Plate . . . � - - _ � c + y� � �� x C � � � k' ' r ', Level 1 To Plate � �� B uildin V�C 1.10115 � °�� . �� .�� `� - � - R-38 INSULATION PER ENERGY TJI WOOD FLOOR JOISTS.SEE -=� � 'i 9�09 � � � � �SEE STRUCT. � R-38 INSULATION PER ENERGY '- 8•42 (3)BEAMS-PROFILE � � - � � g CODE CREDIT 36"H�GH PORCH RAILING.SEE � CODE CREDIT STRUCTURAL DRAWINGS FOR SIZE I � .� � _ � ,DRAWINGS FOR- St02'd e � � ; � CUT FROM 6 X 10 —�- RAILING NOTES& OCCUPANCY SEPARATION &FRAMING LAYOUT � _ADDITIONAI PORCH � �- OCCUPANCY SEPARATION CORBEL/BEAMS- (PRIMED&PAINTED) GARAGE INSULATION -- _ - „ i WALLS na HEATED SPACE&GARAGE � SEE OCCUPANCY SEPARATION NOTES ON SHEET A- ELEVATION DRAWINGS PROFILE CUT FROM 6 X CONC.SLAB OVER R-10 �' SEE OCCUPANCY SEPARATION r - -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). X FLOOR CONSTRUCTION RIGID INSULATION. , NOTES ON SHEET A-2.1 FOR �❑� '- c� - TO KEEP FRONT_ a � SEE ASSEMBLY NOTES GYPSUM BOARD REQUIREMENTS - -� '� T INS LATI N Q i i � U 0 �--� � i &CEILING BETWEEN GARAGE AND LIVIN AREA BELOW FINISH FLOOR.SLOPE SEE ELEVATIONS FOR GARAGE DOOR TO BE � rn r- � - I PORCHFROM \\ G S � g T _ - BELOW FOR FLOOR A WALLS&CEIIING BETWEEN - _ I I SETTLING.= ,� BELOW GRADE WALL INSULATION � FLOOR FRAMING TO DRAIN 1/4 PER FT. LOCATIONS _ INSULATED.ALL WALLS TO BeCITOOITI #1 - R-SFIGID INSULATION THERMAL BREAK o � CONSTRUCTION OVER BE INSULATED W/R-21 � GARAGE AND LIVING AREAS � BETWEEN SLAB&CONC.WALL T -- I I , , I I I i 2x4 STUDS @ 16"O.C.W/R-13 BATT FRAMING IS SCHEMATIC ONLY.SEE STRUCTURAL SEE DECK WATERPROOFING (2)4'LONG LINEAR M UNHEATED AREA BATT INSULATION � FLOOR FRAMING � - � OVER R-5 RIGID INSULATION.DO NOT DRAWINGS FOR ALL FLOOR JOIST SIZES, NOTES BELOW METAL SOFFIT VENTS � ^ ; � _- LANDSCAPE RETAINING WALL BLOCKS_ — G1Pa e � FRAMING IS SCHEMATIC ONLY. � - W/FLAT FACE AND MATCHING WALL- — USE VAPOR BARRIER�a BASEMENT/ —� SPACING,SUPPORT POSTS,AND POST FOOTINGS SEE STRUCT.DRAWINGS FOR AT EACH UNIT � r� � EXTERIOR WOOD TRIM J �, Gd� SEE STRUCTURAL DRAWINGS ; � � CAP.INSTALL GRAVEL BACKFILL AND� BELOW GRADE WALLS � GARAGE SLAB W/CRACK CONTROL JOINTS ALL HEADER INFORMATION ' �; � ALL EXTERIOR WOOD SPRINKLER SYSTEM � FOR ALL FLOOR JOIST SIZES, ' ' � 4"CONC.SLAB(SLOPE TOWARD GARAGE DOOR)W/ (Typ) °D � � SHALL BE PRE-PRIMED NFPA 13-D FIRE �� SPACING,SUPPORT POSTS,AND i i � -DRAINAGE PIPES(PER-'� I I . I I � ; R-5 RIGID INSULATION THERMAL � REINFORCING-OVER 4"GRAVEL FILL AND VAPOR ' = I MANUFACTURER'S DETAILS AND — ° � \� OVERHEAD GARAGE DOOR. --'� � ON ALL SIDES PRIOR TO SPRINKLER SYSTEM POST FOOTINGS � ALL WOOD IN CONTACT W/ � BREAK BETWEEM SLAB&CONC.WALL BARRIER.PROVIDE CRACK CONTROL JOINTS PER i - ; REQUIREMENTS)BEHINDALL I I — � ` / SEE DOOR SCHEDULE INSTALLATION.NO INSTALLED IN THIS UNIT. � 'i I " R-10 RIGID INSULATION BELOW NOTES ON FLOOR PLAN ON SHEET A-2.1 SEE Q � �; CONCRETE SHALL BE PRESSURE ' RETAINING WALLS(TYP) ' I , I , w UNPRIMED WOOD WILL OVERHEAD GARAGE D00 . SLOPE SLAB TO DRAIN � � TREATED(TYP) � ' � ' ' S L A B @ A L L H E A T E D A R E A S � STRUCTURAL DRAWINGS FOR ADD'L.INFO SL OPE T O DR AW - - �n Leve l 1 BE AILOWED TO BE SEE DOOR SCHEDULE �, i ; P YO feSS 10111 1 S t1117b � i - � B�ELOW GRADE WALL WATERPROOFING '�� ° " � �-� � � � 0.00 INSTALLED � � COttag2 L@V@I 1 � _ � PROTECTION/DRAINAGE BOARD OVER_ � � � � � � � � ° �� ' . _°�� -- � � . , � � � � 0.00 i • 7543 � � ' <: . b a a � a �. . .� _�_,�� REGISTERE � a. .a �� � --- i �� BOTTOM OF FOOTING TO BEAR ON BEARING SOIL AND SHALL — a - � i i i �i i _ �� , � � � �� - � � � -WATERPROOFING SYSTEM �, I I • ° � I I I I I--! I I I I I � € 6 H GH STAINED SEE NOTES BELOW FOR BELOW GRADE '�KEYWAY IN CONCRETE FOOTING.SEE- � -- BE REQUIRED CODE DISTANCE BELOW FINISH GRADE �� FOUNDATION DRAIN I I I I—I I I- — I I—I I I GARAGE SLAB W/CRACK — �� -�- � SLAB INSULATION��- _ a. . -� � � I I I I ARC ITEC -STRUCTURAL DRAWINGS FOR� — � -- — __ � � — PERFORATED TRENCH DRAIN(W/FILTER FABRIC SOIL COMPACTION-I I I I I I � �� CEDAR LANDSCAPE H T -� WALLWATERPROOFING.- _ — _ I I I � � � I I I � � � � � � � �� _ _ ) — I °� � - — CONTROLJOINTS_ I _ _� INSTALLR-tORIGIDINSULATION - � F � -� I I I I I I— — FOOTING SIZE&REINFORCING(TYP) — — - — —@ ALL EXTERIOR FOOTINGS - -REFER TO GEOTECHNICAI ENGINEERS — - _ ENCE i i i �i i i i i i — — -SOIL COMPACTION_ -4"CONC.SLAB(SLOPE TOWARD -BELOW ALL SLABS�a LIVING AREAS //,,� � — — - — — _ i I I—I I I I I I _ �� _ -REPORT FOR INFORMATION AND GARAGE DOOR W/REINFORCING- AND GARAGE I E SEE FLOOR PLAN FOR G"""�� _ REFER TO GEOTECHNICAL ENGINEERS REPORT FOR -RE IR T � � — - � - I - , � � I I I I � I - � I I I I I I — — - — � ' QU EMEN S FOR ALL SOIL_, , �_ _ L� � �� -OVER R-10 RIGID INSULATION=� I , � � RETAINING WALL -FOUNDATION DRAIN- — — — — INFORMATION AND REQUIREMENTS FOR ALL SOIL_� � COMPACTION GRAVEL FILL LAYER AND- -' DEEPER FOUNDATION FOOTING, I � CARL J. COLSON � - , — - - — — — — � � � � � �— - — — —I � � I— _EXTEND WATERPROOFING OVER_ COMPACTION,GRAVEL FILL LAYER,AND VAPOR — — /�� -I I I--I �I I OVER 4"GRAVEL FILL AND VAPOR _ THIS FOOTING&FOUNDATI W - � ( BEYOND @ PATIO �� PERFORATED TRENCH DRAW(W/, — — — — - _ _ _ II _ _ _VAPOR BARRIER ___ _ ON ALL — --� . ,—I � � , S ATE OF WASHINGTO � - '� FILTER FABRIC SOCK)IN GRAVEL� — -TOP OF FOOTING AND DOWN I — BARRIER_I I I I I I I I I I �� /�p - — I i I—I I I---I I I I I I— _BARRIER.PROVIDE CRACK�I I I � �=ARE TO BE CONSTRUCTED AT A=� — — ��_ _�� L� 1" CONTROL JOINTS PER NOTES ON — � �-BED @ ALL EXTERIOR FOOTINGS- — �VERTICAL FACE OF FOOTING_ — _ — 1I �J - -BOTTOM OF FOOTING TO BEAR ON BEARING- - - -DEPTH TO WHICH IT WILL NOT ADD A — �� a I I I I I I—I I I I I I I I I I I � — — — — — _ _ — — S � _ SOIL AND SHALL BE RE�UIRED CODE FLOOR PLAN ON SHEET A-2.1 SEE � SURCHARGE LOAD(OF THE-I I I �a�� -��`o — � � EXISTING _� � I I I '�� _ — I — — — — — — — (� �M�� — DISTANCE BELOW FINISH GRADEI � STRUCTURAL DRAWINGS FOR _ gUILDINGS WEIGHT)TO THE EXISTING_ � RETAINING WALL � I � , I I — � - — -ADD l.INFO- � � � � ��- I — � � � � — — — 4� _ -T � RETAINWG WALL @ THE ALLEY.SEE � — DOCU111ei7t Set T' e: - � ' � 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- 1 - — — � � � - — � �� � STRUCTURAL DRAWINGS FOR I _ i � • ' _ �P�RFORAT�ED�TRE�NC��R�AIN(W� I � — �� __D�EE�PER FOOTINGS BECAUSE OF THIS- — � � ANGLE OF ISSUED FOR PERMIT: FEB. 6, ZO17 --� Duplex Bullding Section GEOTECHNICAL REPORT = — — — f� �-�- � �i�i i��i�i i��1�i--� — � --� � -FILTER FABRIC SOCK)IN GRAVEL � REPOSE ( � � �� __ � _ -BED @ ALL EXTERIOR FOOTWGS � — � � KEYWAY IN CONCRETE FOOTING.SEE — � EXISTING ALLEY R2VISl0l1 SCI7@C�UI@ ��--�' 1 �4 = 1 -O A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS PROJECT AND SHALL BE _i — — --- — I I —_sraucruRa��RawiNGs FORI I I �� — _� — ��'� FOOTING SIZE&REINFORCING(TYP) -- � REVIEWED BY ALL PROJECT BIDDERS WHEN PRICING WORK FOR THIS PROJECT. _� __ ��_ � ___ � ,--I I I-- I I I I I I I � — I I � � - Rev. , �� . - - - � R BY EOTESTSERVICESINCONDEC. 9,2016. � � � � � � � � � � � � � � � � � � � � � � �� ; # Date Description ALL REQUIREMENTS AND INFORMATION INCLUDED IN THAT REPORT SHALL BE INCORPORATED INTO THIS PROJECT-THIS INCLUDES SOIL EXCAVATION, SHORING,AND -� COtta e Buildin Section ** ** 1 * � COMPACTION REQUIREMENTS. ,! � '� � _ __ � j I CONSTRUCTION ASS M B LY N TES �; 1 i4�� - 1 �-o�� ' WALL ASSEMBLY NOTES WALL & CEILING PENETRATIONS 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 � � , WALLS, FLOOR/CEILING,AND CEILING/ROOF. SEE ELECTRICAL PLAN,VENTILATION NOTES,&AIR QUALITY NOTES ON SHEET � FIRE RATED ASSEMBLIES DECKS & PORCHES OCCUPANCY SEPARATION - FLOORS / CEILINGS A-2.3 FOR ADDITIONAL HVAC INFORMATION AND REQUIREMENTS REFER TO SHEET 2-1 AND NOTES BELOW FOR FIRE/OCCUPANCY SEPARATION BASEMENT FURRING WALLS DECKS AND PORCHES ARE TO HAVE PRESSURE TREATED 2x FRAMING MEMBERS @ OCCUPANCY SEPARATION BETWEEN GARAGE AND LIVING SPACE GLUE 1-1/8"T&G PLYWOOD SUBFLOOR(SCREWS @ 6"O.C.@ EDGES- 10"O.C.AT HEATING SYSTEM 5/8"TYPE X G.W.B.(TYP REQUIREMENTS BETWEEN GARAGE AND LIVING 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 ) 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. SIZES,BEAM SIZES,SUPPORT POSTS, FOOTINGS,AND CONNECTIONS. 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. DRI�WING USE NOTIFICr�TION COVERED PORCH DECK SURFACE MATERIAL OVER WOOD FRAMED DECKS IS TO BE SYSTEM W/FRESH AIR INTAKE AND INTEGRATED WHOLE HOUSE EXHAUST FAN OR LESS) HARDIE-PLANK LAP SIDING(SMOOTH FINISH)W/6" EXPOSURE OR HARDIE SHINGLE INSTALL 1/2"PTD.G.W.B.CEILING AT UNDERSIDE OF JOISTS. INSTALL R-30 BATT � ) This set of dra�vings is being issued as a Progress or Permit Set of PANEL W/STRAIGHT EDGE OVER FORTIFIBER WEATHERSMART DRAINABLE OR BENJAMIN ROOF ASSEMB LY NOTES INSULATION BELOW PLYWOOD SUBFLOOR OVER UNHEATED AREAS. TREMCO, INC.VULKEM 350/351 ROOF TERRACE/DECK COATING SYSTEM W/NON-SLIP �W�TIMER). WALLS: 1 LAYER ON COMMON WALLS TO ROOF SHEATHING/1 LAYER ON WALLS TO OBDYKE HYDROGAP DRAINABLE HOUSEWRAPOVER 1/2"EXT. PLYWOOD(OR 7/16"O.S.B.). SEE BUILDING SECTION FOR AREAS OF PARALLEL CHORD WOOD TRUSSES. AGGREGATE. INSTALLATION BY MANUFACTURER APPROVED INSTALLER PER GENERAL CONTRACTOR AND HEATING SUBCONTRACTOR SHALL COORDINATE ALL SUPPORT PROTECTED CEILINGS Dra�vings and is subject to change and adding of additional information ROOF / ATTIC VENTILATION MANUFACTURER DETAILS AND REQUIREMENTS. DUCT LAYOUT LOCATIONS AND ROUTING OF DUCTS PRIOR TO FRAMING POSTS AND BEAMS: 1 LAYER and drawings as required by revie�v of the Building Department in the SHEATHING 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 LIVWG AREA: INSTALL 1-3/8"SOLID CORE WOOD DOOR WITH SELF CLOSER jurisdiction where this project is located. MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER(OR BENJAMIN MOORE'S SUPER SPEC BIRD BLOCK VENTS @ ALL EAVES AND RIDGE VENTS AT LOCATIONS AS SHOWN REQUIREMENTS. INSTALL UNDERLAYMENT, FLASHING,&COATING PER MANUF.SPEC'S. DECK ON ROOF PLAN.SEE ROOF VENT CALCULATIONS ON ROOF PLAN 1/150th ATTIC SHEATHING SHALL BE 3/4"PRESSURE TREATED PLYWOOD. WITH A MIN. RATING OF R-8. AND WEATHERSTRIP DO NOT USE THIS DRr1��'ING FOR CONSTRUCTION UNLESS LATEX VAPOR BARRIER PRIMER SEALER 260).SEE ELEVATION DRAWINGS FOR SPECIFIED 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 THIS DRA��'ING II:1S A BUILDING DEPART�IENT"APPRO�TED" SIDING MATERIALS. CROSS VENTILATION. 1"MIN.AIR SPACE ABOVE INSULATION ABOVE PER "PRESCRIPTIVE RESIDENTIAL WOOD DECKCONSTRUCTlON GUIDE" BASED ON 2012 ST�1�IP APPLIED BY THE BUILDING DEP.�RT�IENT UPON ANY CEDAR SHINGLE SIDING,CEDAR LAP SIDING AND ALL WOOD TRIM @ EXTERIOR SHALL BE 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 PA IN SECTION 1505.3 MIN.3 SQ. FT. PROVIDE WIND BAFFLE W/1"AIR SPACE ABOVE INTERNATIONAL RESIDENTIAL CODE AS PUBLISHED BY AMERICAN FOREST AND S CE, STALL 2x 6 STUD WALLS(@ � PRE-PRIMED AT ALL SIDES(BEFORE INSTALLATION)AND PAINTED W/EXTERIOR PAINT. 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 EI IN C01IPL�TION OF THE P�R:�IIT RE�'IE�� PRO ESS. ATTIC INSULATION. EXTEND TO A POINT 12"VERTICALLY ABOVE INSULATION. PAPER ASSOCIATION.THIS PUBLICATION CAN BE OBTAINED AT THEIR WEBSITE: ) C L GS BETWEEN GARAGE AND HEATED Do not use this drawin for Biddin or Estimatin Pur oses unless SEE ELEVATION DRAWINGS FOR SPECIFIED SIDING MATERIALS. PLANS FOR SCHEDULED STAIR WIDTH, RISER DIMENSIONS,AND TREAD INFORMATION AREAS ABOVE, INSTALL R-38 BATT INSULATION BETWEEN SCHEDULED JOISTS, g g � p TYPICAL ROOF CONSTRUCTION DIMENSIONS. wwwAWC.ORG/PUBLICATIONS/DCA/DCA6/DCA6-09.PDF authorized by Client.Durin Construction Phase,the Clients General TYPICAL INTERIOR WALL CONSTRUCTION INSTALL R-1G RIGID INSULATION BELGW SLAB AT HEATED AREAS. g 30 YEAR ASPHALT COMPOSITION SHINGLES(CERTAINTEED LANDMARK SERlES) 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR NEWEL POST AND FI R EB LOCKI NG GAS FURNACE & WATER HEATER IN GARAGE DUCTS IN GARAGE Contractor(Builder) or Developer shall be responsible for ensuring that all 1/2"PAINTED GYPSUM WALLBOARD(GWB)AT EACH SIDE OF WALL W/2x4 STUDS @ 16"O.C. USE OVER OWENS CORNING DECK DEFENSE00 HIGH PERFORMANCE ROOF PLACED MINIMUM 34", MAXIMUM 38"ABOVE TREAD NOSING. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES PER ConstrucUon Personnel of the General Contractor and all Subcontractors ti2"WATER RESISTANT GYP.BD.@ ALL KITCHEN, BATHROOM,AND LAUNDRY ROOM UNDERLAYMENT OVER 7/16"O.S.B.SHEATHING OVER SCHEDULED FRAMING 3.)THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/2" FIREBLOCK CONSTRUCTION WSEC(TYPICAL) DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS LOCATIONS. USE WONDERBOARD(CEMENT BACKERBOARD) BACKING BEHIND ALL TUBS, SEPARATING THE DWEL�ING FROM THE GARAGE SHALL BE CONSTRUCTED OF A are supplied�vith all�1 ror�erf and most current documents. SHOWERS,AND TILE LOCATIONS MEMBERS. REFER TO ROOF PLAN FOR ALL STRUCTURAL FRAMING SIZES. REFER TO NOR MORE THAN 2"IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL STRUCTURAL GENERAL NOTES FOR PANEL NAILING INSTRUCTIONS AND ATTACHMENT PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDRAIL GRIP PORTION 1. INSTALL FIREBLOCKING MADE OF MATERIALS AS ALLOWED BY THE 2015 INSTALL 3"DIA. (MIN)STEEL PIPE BOLLARD FOR PROTECTION OF WATER MINIMUM N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL ARCHITECT 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. EDITION OF THE INTERNATIONAL RESIDENTIAL CODE. HEATER FROM DAMAGE BY CAR IF FURNACE&WATER HEATER ARE HAVE NO OPENINGS INTO THE GARAGE. URAL COPYRIGHT ALL HOLD DOWN TIES OR CLIPS. ROOF LIVE LOAD=25 PSF BRACE WALLS PER 2012 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. Z'his sheet of drawin s rna}�not be re roduced in an�form�uithout (SEE OCCUPANCY SEPARATION NOTES FOR WALL AND CEILING CONSTRUCTION DUCTS IN GARAGE g p } BETWEEN GARAGE AND LIVING AREAS I.R.C. THAN 1-1/2"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 PllC. 4 WHEN DECKS, LANDING OR PORCHES ARE MORE THAN 30"ABOVE GRADE, EXHAUST VENTS. PROVIDE STRAPPING AS REQUIRED BY CODE. 5/8"PTD. TYPE X GYPSUM WALLBOARD FIRETAPED AT INTERIOR FACE OF WALL � EMBEDMENT) WALLS OR CEILINGS SEPARATING THE DWELLING FROM , , g p ( ) 7'hese document the ideas and desi ns incor orated herein as an WITH 2x4 OR 2x6 STUDS @ 16"O.C.. EXTERIOR FACE OF WALL SHALL BE PRE- ROOF GUTTER CONSTRUCTION PROVIDE GUARDRAILS NOT LESS THAN 42"HIGH WITH INTERMEDIATE 3. PROVIDE AND INSTALL FIREBLOCKS AT ALL LOCATIONS IDENTIFIED IN 2012 MEMBERS SPACED SUCH THAT A SPHERE 4"IN DIAMETER CANNOT PASS 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 pxoperh�of Carl J.Colson- PRIMED AND PAINTER CEDAR OR HARDIE-PLANK HORIZONTAL LAP SIDING OVER 2 REFER TO ROOF PLAN FOR NOTES ON ROOF GUTTERS AND DOWNSPOUTS. THROUGH. (DECKS ACCESSIBLE ONLY TO�NDIVIDUAL UNITS OR AREAS WITHIN A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS AT THE CEILING PLUMBING NOISE CONTROL & INSULATION STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO �lrchitect PLLC and are solel}-for the use on this project only.These LAYERS 60 MINUTE BUILDING PAPER OVER 5/8"TYPE X DENSGLASS GOLD SHEATHING AND FLOOR LEVELS AT AT 10 FOOT INTERVALS BOTH VERTICAL AND NOISE CONTROL THE GARAGE. files,drawin s ideas,or desi ns ma not be tramsmitted electronicall OVER 1/2" EXT. PLYWOOD SHEATHING. REFER TO BUILDING ELEVATIONS FOR LOCATION OF CEILINGS AT ATTIC SPACE INDIVIDUAL UNITS MAY USE 36"HIGH GUARDRAILS).GUARDRAILS ARE TO BE g , g }� }- CULTURED STONE VENEER TO BE APPLIED IN LIEU OF WOOD SIDING. DESIGNED TO WITHSTAND A HORIZONTAL FORCE OF 20 POUNDS PER LINEAL HORIZONTAL. ALL PLUMBING SUPPLY AND DRAIN LINES SHALL BE WRAPPED WITH FOAM PIPE �vithout express permission of Architect.The��are not be used by the 1/2"PTD. GWB OVER MEMBRAIN SMART VAPOR RETARDER VAPOR BARRIER OR FOOT 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 I NSU LATION client or an�•other parn-or entin�on other projects,in�vhole or art,or WALL ANCHORING BENJAMIN MOORE'S SUPER SPEC LATEX VAPOR BARRIER PRIMER SEALER 260 OVER NORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS DROP CEILINGS,AND PLUMBING WALLS SHALL BE INSULATED WITH SOUND BATT INSULATION, p SCHEDULED CEILING JOISTS @ 24"O.C.W/R-49 BATT INSULATION. PATIO FENCE / DECK GUARDRAIL CONSTRUCTION � R EQU I R EM ENTS as an extension to this project escept b�>agreement in�vriting with UNLESS SHOWN OTHERWISE ON STRUCURAL OR FRAMING DRAWINGS,BOLT APPROVED covE cEiuNGs. DRYER VENTING appropriate financial compensation to Carl J.Colson-.�lrchitect PLLC. 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 Co �-ri ht Carl .Colson-PLLC 2017.All ri 1 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 p, g J , gits reserved.O O.C.& 1'-0"O.C. FROM EACH SPLICE PER SEC 1806.5. PROVIDE TERMITE SHIELD AT ' DRYER VENTING-W.S.E.C.SEC. M1502.4.5 STATES,"WHERE THE EXHAUST SET OF DRAWINGS,THE FOLLOWING REQUIREMENTS FROM THE.� 1„ ��' MUDSILL CONCRETE FLOOR SLAB 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: 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�ABEL 1) INSULATED HEADERS(ALL VOIDS FILLED TO MIN. R-10. Project Number 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,W�TH NONCOMBUSTIBLE MATERIALS. DUCT CONNECTION". 3)DUCTS IN FLOOR/CEILING ASSEMBUES SHALL NOT DISPLACE R-30 _ 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 Sheet Issue Date • INSULATION 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 03/04/16 ' 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 �NSU LATION ALLOWED). 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 5) PER SELECTED ENERGY CREDIT OPTION,WINDOWS SHALL HAVE A U Drawn By 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- Author euilding Sections � AT THE EXPOSED FACES OF CONCRETE WALL, BUILDER SHALL INSTALL TROWELLED 4).COORDINATE CONCRETE STEPS TO PATIO WITH CIVIL SITE DRAWINGS. INSULATION R-VALUES 10 RIGID INSULA?ION BELOW SLAB AT ALL HEATED AREAS Scale ON STUCCO-LIKE SURFACE COATING(SELECTED BY BUILDER)TO GIVE CONCRETE A PER WASHINGTON STATE ENERGY CODE(W/PRESCRIPTIVE PERFORMANCE AND As indicated FINISHED,SMOOTH APPEARANCE.ALL CONCRETE FINS, PROJECTIONS,AND HOLES SELECTED METHODS TO OBTAIN REQUIRED 1.5 CREDITS),THE INSULATION VALUES ARE SheetP/otDate2/6/2017 10:19:25 AM 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. W�7«7V.CarlColsonArchitect.COI11