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SYMBOL LIST GENERAL NOTES
<br /> GENERAL CONSTRUCTION NOTES PROJECT T
<br /> EAM
<br /> 1. THESE GENERAL NOTES PERTAIN TO WORK DESCRIBED ON ALL �• GENERAL: �
<br /> T A. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. ANY DISCREPANCIES ARE TO BE SPECIE WPROFILE/IC�OLOR1T0 B�E SELEC ED BY OWNERR STAIN GRADE. OWN E R/PROJ ECT AD DRESS
<br /> CONTRACT DOCUMENTS. BROUGHT TO THE ATTENTION OF THE ARCHITECT. y
<br /> , � NORTH ARROW 3 �j-� ROOF SLOPE 6. FINISHES: JEFFREY&JANELL COOK _ A.
<br /> � 2. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER CONTRACTOR B� ALL DIMENSIONS ARE TO FACE OF STUD OR STRUCTURE UNLESS NOTED A. PAINT: ALL INTERIOR WALLS AND CEIL�NGS SHALL RECE�VE SMOOTH
<br /> OTHERWISE. 1425 COLBY AVE. VR/
<br /> O AGREEMENT, THE CONDITIONS OF CONTRACT(GENERAL, C. PROVIDE SOLID 2x BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES AND CEILINGS NNBATHROOM S ALL BEOPAIN ED WI H EPDXYIPAINTVOR p WALLS AND EVERETT, WA 98201 r,
<br /> Z SUPPLEMENTARY, AND OTHER CONDITIONS), THE DRAWINGS, THE RIMER/SEALER
<br /> ��2" FIXTURES. � N
<br /> � ROOF SLOPE PLAN SPECIFICATIONS,AND ALL ADDENDA ISSUED PRIOR TO AND ALL AND 2 COATS SEMI-GLOSS.. ALL OTHER WALLS SHALL BE PAINTED WITH FLAT LATEX �� N O
<br /> SLOPE MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. �� ALL CABINET WORK TO BE DESIGNED BY CABINET MANUFACTURER. SHOP ENAMEL. EXTERIOR PAINT-2 COATS BENJAMIN MOORE 185 SUPERSPEC OR EQUAL.
<br /> DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND VERIFY WITH OWNER Permit#: B170z-007 Y
<br /> 72 DOOR TYPE COUNT 3. CONCEPT ARCHITECTURE, LLC IS THE AUTHOR OF THESE PLANS AND INSTALLATION. B. TILE: TO BE SELECTED BY OWNER.
<br /> E. CABINET MANUFACTURER SHALL TAKE ON-SITE MEASUREMENTS PRIOR TO Site Address: 1425 COLBY AVE
<br /> � PROPOSED CONTOUR CLAIMS A COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTA�NED IN C. CARPET: TO BE SELECTED BY OWNER.
<br /> LINE - � THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED FABRICATION TO INSURE PROPER SIZE AND ACCURACY. ARC H ITECTU RAL Owner: COOKIEFFREY W&lANELLM
<br /> DOOR SYMBOL F. PROVIDE 5/8"TYPE 'X' GYPSUM BOARD AT GARAGE SIDE OF GARAGE COMMON E� WOOD FLOORING: TO BE SELECTED BY OWNER. WOOD SHOULD Tenant: [TenName]
<br /> STATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS. THESE ACCLIMATE AT LEAST(3)WEEKS ON SITE PRIOR TO INSTALLATION. CONCEPT ARCHITECTURE, LLC 425.377.8786 A . Date= 6/2�17
<br /> � 72 � DOOR TYPE COPYRIGHTED DRAWING FILES ARE TO BE USED FOR REFERENCE ONLY. WALLS BETWEEN GARAGE AND DWELLING. GYPSUM BOARD SHALL RUN FULL HEIGHT OF WALL 7, HANDRAILS AND GUARDRAILS: STYLE TO BE SELECTED BY OWNER. RAILS TO 1712 PACIFIC AVE, SUITE 107 pP u
<br /> � � CONCEPT ARCHITECTURE, LLC WILL TAKE NO RESPONSIBILITY FOR ANY TO PROVIDE 5/8"TYPE 'X' GYPSUM BOARD @ GARAGE CEILING. WHERE UPPER FLOOR OF LIVING Praposed Use:
<br /> EXISTING CONTOUR WINDOW TYPE CHANGES MADE TO THESE DOCUMENTS BYANOTHER PARTYAND NO SPACE IS ABOVE GARAGE. BE SPACED A MAXIMUM OF 3"o.c. MAX. EVERETT, WA 98201 INFO@CONCEPTARCHITECTURE.COM
<br /> LINE LICENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER G. STAIRS SHALL HAVE 7.5" MAX. RISERS AND 11" MIN. TREADS. HANDRAILS : SEE DRAWINGS FOR DETAILS. EVERY STAIRWAY SHALL Descriptian= SFR LSf&2ND FLOORADDITION W/NEW
<br /> A WINDOW SYMBOL PARTY. H. PROVIDE 18"X24" MINIMUM UNDER-FLOOR ACCESS AS INDICATED ON PLAN. HAVE AT LEAST ONE HANDRAIL AND EVERY OPEN SIDE OF A STAIR SHALL HAVE A ATTACHED GARAGE
<br /> HANDRAIL. HANDRAILS MOUNTED ON A WALL SHALL HAVE A MINIMUM 1-1/2" SPACE STRUCTU RAL ��' /�
<br /> � I. PROVIDE 22"X30" MINIMUM ATT1C ACCESS AS INDICATED ON PLAN. BETWEEN THE WALL AND HANDRAIL. THE HANDGRIP PORTION OF HANDRAILS SHALL Reviewed By: Date:-���✓�
<br /> DI RECTION OF 4. THE WORK COMPRISES THE COMPLETED CONSTRUCTION REQUIRED BY J. PROVIDE MINIMUM 6 MIL. OF VAPOR BARRIER AT ALL UNDER-FLOOR AREAS. BE BETWEEN 1-1/2"AND 2" IN CROSS SECTION DIMENSION AND SHALL HAVE A
<br /> DRAI NAGE �N�NDOW TYPE COUNT THE CONTRACT DOCUMENTS AND INCLUDES ALL LABOR NECESSARY TO K. ALL STEMWALLS TO RECEIVE WATER PROOF MEMBRANE OR COATING. BTL ENGINEERING 425.814.8448 �Qffice Set �o�Site�et Fire/Planning Set
<br /> 2. SITE CONSTRUCTION: SMOOTH SURFACE WITH NO SHARP CORNERS. ALL HANDRAILS ARE TO BE PLACED 19011 WOODINVILLE-SNOHOMISH ROAD NE
<br /> PRODUCE SUCH CONSTRUCTION,AND ALL MATERIALS AND EQUIPMENT BETWEEN 34"AND 36"ABOVE TREAD NOSINGS AND SHALL BE CONTINUOUS THE FULL
<br /> INCORPORATED OR TO BE INCORPORATED IN SUCH CONSTRUCTION. A� SALVAGE, RECYCLE, REUSE MATERIALS DURING CONSTRUCTION IN ORDER TO SUITE 100
<br /> LENGTH OF THE STAIRS. OPEN STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS, 1/NOODINVILLE, WA 98072
<br /> 12 ACCESSORY SYMBOL REDUCE WASTE. BALUSTERS, PICKETS, ETC.,ARRANGED SUCH THAT A 4" DIAMETER SPHERE CAN NOT � _ J
<br /> 5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE NOT A PART OF B� DISPOSE OF ALL REMAINING WASTE MATERIALS INCLUDING TRASH, DEBRIS AND
<br /> EXCESS TOPSOIL OFF OF THE OWNERS PROPERTY UNLESS DIRECTED OTHERWISE PASS THROUGH THE OPENINGS BETWEEN RAILS.THE MOUNTING OF THE HANDRAIL � W N } z
<br /> PROPERTY LINE THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REVIEW THEM, BUT SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORTING STRUCTURE "� o � Q
<br /> ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND C� WATER WILL BE PROVIDED BY CONNECTION TO EXISTING WATER LINE.. ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS APPLIED TO ANY W � !il , �
<br /> ASPHALT WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE �� SEWER: SEWER WILL BE CONNECTED TO THE EXiSTiNG SEWER LINE. DIRECTION AT ANY POINT ON THE RAIL. S H E ET I N D EX o = � � J n
<br /> CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY 3. CONCRETE: CAST-IN-PLACE CONCRETE AT GARAGE LEVEL FLOOR SHALL BE A 4" SLAB B A L C O N Y R A I L I N G S A N D G U A R D R A I L S: S E E D R A W I N G S F O R D E T A I L S. o o Q Q �
<br /> � �� � �� DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY O N 4"COMPACTED BASE ON GRADE. CONCRETE SHALL MEET THE REQUIREMENTS AS ALL GUA R D R A I L S A N D G U A R D W A L L S S H A L L B E A M I N I M U M 3 6" H I G H A N D S H A L L B E W � U z �
<br /> A 9.1 B A T T I N S U L A T I O N T H E A R C H I T E C T S R E V I E W O F S H O P D R A W I N G S, P R ODUCT DATA OR S P E C I F I E D B Y T H E S T R U C T U R A L E N G I N E E R. A L L C O N C RETE THAT IS TO BE EXPOSED SHALL CONSTRUCTED TO WITHSTAND A LATERAL LOAD OF 20L6. PER LINEAR FOOT.A LOAD A R C H I T E C T U R A L � cn z LL - I�
<br /> MATCH LI NE SAMPLES. HAVE A SMOOTH FINISH. PER LINEAL FOOT(x 14.6 FOR N/m )TO BE APPLIED HORIZONTALLY AT RIGHT ANGLES A0.1 TITLE SHEET � w (� � �
<br /> 4. UNDER SLAB VAPOR BARRIER: PROVIDE 6 MIL VAPOR BARRIER UNDER ENTIRE SLAB. TO THE T OP O F T H E G U A R D R A I L. O P E N G U A R D R A I L S S H A L L H A V E I N T E R M E D I A T E Q F-- N
<br /> 6. T H E C O N T R A C T O R S H A L L C A R E F U L L Y S T U D Y A N D C OMPARE THE 5. T H E R M A L A N D M O I S T U R E P R O T E C T I O N: A1.0 SITE PLAN v W O a �,W, N
<br /> SHEET ON WHICH DRAWN RAILS, BALUSTERS, PICKETS, ETC.,ARRANGED SUCH THAT A 4" DIAMETER SPHERE
<br /> _ _ � � BRICK CONTRACT DOCUMENT S A N D S H A L I A T O N C E R E P O R T T O T H E A R C H I T E C T ASPHA L T R O O F S: A S P H A L T R O O F I N G S H A L L B E I N S T A L L E D P E R M A N U F. C A N N O T P A S S T H R O U G H T H E O P E N I N G S B E T W E E N R A I L S. A 2.1 D E M O L T I O N P L A N � w N N �
<br /> - A N Y ERROR, INCONSISTENCY OR OMISSIONS HE MAY DISCOVER. THE RECOMMENDATIONS. MATCH EXISTING. VERIFY WITH OWNER. 8. CASEWORK: TO BE SELECTE D B Y O W N E R. A 2.2 F L O O R P L A N T a � r O Q
<br /> CENTERLINE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME A. ROOFING UNDERLAYMENT: ROOFING UNDERLAYMENT SHALL CONSIST OF ONE w
<br /> 9. TUBS AND SHOWERS: WALLS AT ALL TUB AND SHOWER LOCATIONS SHALL BE A2.3 FLOOR PLAN F- � f� 0
<br /> C M U B L O C K W�THOUT CONTRACT DOC UM E N T S O R, W H E R E R E Q U I R E D,A P P R O V E D LAYER O F N O N P E R F O R A T E D 3 0 L B.A S P H A L T F E L T P A P E R O V E R S O L I D S H E A T H I N G. T H E SHEATHED WITH "DUROCK" OR APPROVED EQUAL CEMENT BACKER BOARD. A2.5 ROOF PLAN ¢ � � r �
<br /> SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION WITH MINIMUM 4" LAP AT HORIZONTAL SHOWER WALLS SHALL BE FINISHED WITH CERAMIC TILE OR OTHER SMOOTH, HARD, �
<br /> A3.1 ELEVATIONS = �
<br /> RK. JOINTS AND MINIMUM 6" LAP AT VERTICAL JOINTS. UNDERLAYMENT SHALL BE FREE OF HOLES NONABSORBENT COVERING TO A MINIMUM HEIGHT OF 84"ABOVE THE FINISHED c� �
<br /> AND BREAKS OTHER THAN THOSE FROM NAILING TO PLYWOOD ROOF SHEATHING. FLOOR UNLESS NOTED OTHERWISE. ALL TUB/SHOWER DOORS AND TUB/SHOWER A3.2 ELEVATIONS � �
<br /> GAS LINE CONCRETE 7. ALL WORK IS TO CONFORM WITH THE CONTRACT DOCUMENTS. B� VALLEY FLASHING:VALLEY FLASHING SHALL BE MINIMUM NO. 28 GAUGE ENCLOSURES SHALL BE TEMPERED GLASS CONFORMING TO I.R.C. SECTION R308. A4.1 BUILDING SECTIONS a o
<br /> DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO CORROSION RESISTANT METAL, EXTENDING AT LEAST 11" FROM THE VALLEY CENTER LINE DOORS SHALL OPEN OUTWARD OR SLIDE. A4.2 BUILDING SECTIONS � �
<br /> LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE EACH WAY,AND MUST HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1" HIGH AT THE FLOW 10. FINISH NOTES: A5.1 WALL SECTIONS = �
<br /> ELECTRICAL LINE - E.I.F.S. ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. LINE, FORMED AS A PART OF THE FLASHING WITH BOTH LONGITUDINAL EDGES TURNED INWARD A. USE FIBERGLASS REINFORCED MESH JOINT TAPE AT ALL GYPSUM A5.2 WALL SECTIONS � �
<br /> APPROXIMATELY 30 DEGREES, A MINIMUM OF 1/2". VALLEY FLASHING SHALL BE APPLIED OVER WALL BOARD JOINTS.
<br /> 8. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT ONE (1)36"WIDE LAYER OF TYPE 15 FELT RUNNING THE FULL LENGTH OF THE VALLEY. THIS A9.1 DETAIL SHEET � z
<br /> B. ALL INTERIOR WALL AND CEILINGS SHALL RECEIVE SMOOTH PLASTER o
<br /> FULLY SHOWN ON THE CONTRACT DOCUMENTS, THEN THEIR UNDERLAYMENT IS IN ADDITION TO THE REQUIRED UNDERLAYMENT. FLASHING SECTIONS FINISH UNLESS NOTED OTHERWISE. A9.2 DETAIL SHEET
<br /> GRADE / EARTH CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR SHALL HAVE A MINIMUM END LAP OF 6". C. ALL INTERfOR FINISH MATERIAL SELECTIONS SHALL BE MADE BY E2.1 ELECTRICAL PLAN p o
<br /> FENCE LINE CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE REVIEWED C. ROOF JUNCTIONS:ALL FLASHING AT WALLS, FLOORS, AND ROOF JUNCTURES T O O W N E R. v �
<br /> B Y T H E A R C H I T E C T. VERTICAL SURFACES, SHALL BE 26 GAUGE GALVANIZED SHEET METAL MINIMUM. SET ALL D. ALL BASE AND CROWN MOLDINGS SHALL BE PAINT GRADE. STRU CTU RAL � �
<br /> �-� � '��` '�=�� GRAVEL FLASHING IN PLASTIC CEMENT AND SET JOINTS IN BUTYL MASTIC. FLASHING SECTIONS SHALL � �
<br /> 9. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO HAVE AN END LAP OF 4" MINIMUM. S000 GENERAL NOTES Z o
<br /> SANITARY SEWER THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THE D. ALL VENT PIPES & FLUES TO RECEIVE METAL ROOF JACKS INSTALLED �N S 1 0 1 F O U N D A T I O N/M A I N F L O O R F R A M I N G P L A N z
<br /> I N T E R N A T I O N A L B U I L D I N G C O D E A N D A L L A P P L I C A B L E N A T I O N A L, S T A T E, A C C O R D A N C E W I T H R O O F I N G M ANUFACTURER RECOMMENDED. PAINT ALL VENTS, FLUES, ,, . . • � �_� � p ` �
<br /> GYPSUM BOARD AND LOCAL LAWS, REGULATIONS AND ORDINANCES. CAPS, &JACKS TO MATCH ROOFING. �� � S102 SECOND FLOOR FRAMING PLAN Y � _
<br /> � COMMUC�. S103 ROOF FRAMING PLAN � �
<br /> M. GUTTERS 8� DOWNSPOUTS: MATERIAL TO MATCH EXIST. DOWNSPOUTS '�ENT L7Fr o �
<br /> STORM DRAIN 10. THE GONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY CONNECTED TO SPLASHBLOCKS. S800 FOUNDATION DETAIL SHEET � o
<br /> �/�� S801 FRAMING DETAIL SHEET -� �
<br /> GYPSUM DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT .2. EXTERIOR ENVELOPE: ' S900 LATERAL DETAIL SHEET � a
<br /> SAFETY REGULATIONS. A. WEATHER BARRIER:ALL WEATHER EXPOSED WALL SURFACES SHALL BE ��v�j g��C� � �
<br /> SHEATHING PROTECTED WITH AN UNDERLAYMENT OF ONE (1) LAYER"TYVEK" BUILDING WRAP BY"DUPONT" w o
<br /> PHONE LINE 11. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ANY AND ALL OR APPROVED EQUAL AND TWO (2) LAYERS GRADE "D" BUILDING PAPER OVER PLYWOOD P R O P E R T Y I N F O R M A T I O N ~
<br /> ORIENTED STRAND M E C H A N I C A L, T E L EPHONE, ELECTRICAL, LIGHTING AND PLUMBING EXTERIOR WALL SHEATHING. THE BUILDING PAPER SHALL BE APPLIED SHINGLE FASHION WITH t , "�
<br /> INCLUDING ALL PIPING, DUCT WORK AND CONDUIT. COORDINATE ALL MINIMUM 2" LAP AT HORIZONTAL JOINTS AND MINIMUM 6" LAP AT VERTICAL JOINTS. �� �„V 'r�� � o
<br /> BOARD REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE UNDERLAYMENT SHALL BE FREE OF HOLES AND BREAKS OTHER THAN THOSE FROM NAILING TO Q w
<br /> TELEVISION LI NE ABOVE EQUIPMENT. PLYWOOD SHEATHING. ON THE WARM SIDE IN WINTER PROVIDE A 6 MIL VAPOR BARRIER PER N
<br /> SECTION R318 OF THE I.R.C. AT ALL EXTERIOR WALLS.
<br /> ADDRESS 1425 COLBY AVE., EVERETT, WA 98201 ¢ o
<br /> PLYWOOD 12. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING D. ICE DAMMING:A SELF ADHERED BITUTHENE PRODUCT SUCH AS ICE AND W A T E R A P N 0 0 4 7 5 3 2 9 2 0 1 2 0 0 z� Q
<br /> S H E A T H I NG H I S/H E R B E S T S K I L L A N D A T T E N T I O N, H E/S H E S H A L L B E S O L ELY SHIELD, OR APPROVED EQUAL, SHALL BE USED ON THE FIRST 3'-0" (VERIFY WITH LOCAL
<br /> WATER LINE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, JURISDICTION -SOME ARE 5'-0") OF THE ROOF SHEATHING ON ALL PITCHED ROOF APPLICATIONS QSTR SE 18 29 05 v �
<br /> SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS AS WELL AS 3'-0"TO BOTH SIDES OF VALLEYS AND CHEEK WALLS PRIOR TO INSTALLING THE '-'� o '
<br /> LOT 12-14 p �
<br /> RIGID INSULATION F THE WORK UNDER THE CONTRACT. METAL DRIP EDGE, FE�T PAPER AND SHINGLES. ROOF PITCHES 3 IN 12 AND LESS SHALL BE a �
<br /> DETAIL NUMBER COMPLETELY COVERED WITH THE MODIFIED BITUMEN UNDERLAYMENT EXCEPT AS SPECIFIED SUBDIVISION � o
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND FOR FLAT ROOF AREAS. HILTON'S 1ST ADD = �
<br /> OMISSIONS OF HIS/HER EMPLOYEES, SUBCONTRACTORS AND THEIR H. WOOD SIDING: TO MATCH EXISTING AND SELECTED BY OWNER AND INSTALLED � �
<br /> 2 BUILDING SECTION SAND / MORTER / � a
<br /> AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK OVER (1) LAYER OF"TYVEK" UNDERLAYMENT. INSTALL PER I.R.C. R703.3 AND MANUFACTURER ZONE R-2 a p
<br /> A9.1 CUT PLASTER UNDER A CONTRACT WITH THE CONTRACTOR. RECOMMENDATIONS.
<br /> o �
<br /> I. FIBER-CEMENT SIDING/TRIM: MANUFACTURER: JAMES HARDIE SIDING; MATCH O w
<br /> SHEET NUMBER 14. THE CONTRACTOR SHALL PURSUE WORK IN A CONTINUOUS AND EXIST. VERIFY W/OWNER. � �.
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<br /> / STEEL DILIGENT MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT. M. INSULATION: <FIBERGLASS BATT INSULATION> <BLOW-IN CELLULOSE> <SPRAY- C O D E w �
<br /> DETAIL NUMBER IN FOAM> SHALL BE INSTALLED THROUGHOUT THE BUILDING ENVELOPE IN ACCORDANCE WITH S m =
<br /> 15. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE THE FOLLOWING:
<br /> 2 WALL SECTION CUT FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY � c�
<br /> STONE CEILINGS WITH ATTICS OVER HEATED SPACES R-49 µi����;�„�5 cn �
<br /> A9.1 HIS/HER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/SHE SHALL VAULTED CEILINGS OVER HEATED SPACES R-38 �ER GROU� BASED ON THE 2015 I.R.C., 2015 UPC, 2015 WA Q o
<br /> REMOVE ALL HIS/HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT EXTERIOR WALLS AT HEATED SPACES R-21
<br /> S H E E T N U M B E R T H E P R O J E C T A S W E L L A S A L L H I S/H E R T O O L S, C O N S T R U C T I O N FLOORS OVER UNHEATED SPACES R-38 ��R NEC 250.� S T A T E E N E R G Y C O D E, A N D 2 0 1 5 W A S T A T E o c.�
<br /> � TECTUM EQUIPMENT, MACHINERY,AND SURPLUS MATERIALS. AMENDMENTS Q Y
<br /> N. CAULKING:ALL JOINTS AND PENETRATIONS AT EXTER�OR WALLS, CEILINGS, AND '"'"'"'"�'�"°" ` �
<br /> FLOORS SHALL BE F U L L Y C A ULKED AND SEALED. OCCUPANCY GROUP R-3 `-
<br /> D E T A I L N U M B ER 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR 3. WALL BOARD: ALL INTERIOR WALL AND CEILING FACES ARE TO BE SHEATHED WITH 5/8" _ � N
<br /> 2 WOOD FINISH PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, GYPSUM BOARD EXCEPT WHERE NOTED TO USE 5/8"TYPE "X" GYPSUM BOARD OR NOTED CONSTRUCTION TYPE VB � � W �
<br /> DETAIL CALLOUT STRUCTURES,ADJACENT STREETS,AND IMPROVEMENTS DURING THE OTHERWISE. SCREW ALL GYPSUM BOARD TO WALL STUDS, PLATES, BLOCKWG, ETC. WITH »: � �, �4 ,,. 3 , �` �
<br /> A9.1 �,s �,4I��iC,C� � , �,��,:su���� ���a T1��� ALLOWABLE FLOORAREA UNLIMITED o � '� U Q
<br /> PERIOD OF CONSTRUCTION. BUGLE HEAD DRY WALL SCREWS AT 7"o.c. TAPE, TEXTURE,AND PAINT GYPSUM BOARD `�
<br /> � �
<br /> Z _
<br /> SHEET NUMBER ACCORDING TO FINISH SCHEDULE. USE"DUROCK"OR APPROVED EQUAL CEMENT BACKER �3'; , - ` - �-�� - = �-r- FLOOR AREA(SF) EXIST. NEW N/A � _ �
<br /> WALL THICKNESS 17. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE BOARD AT ALL WALLS TO RECEIVE TILE FINISH. CORNER BEADS TO BE 90 DEGREE Q � �
<br /> ,� °si�� �r , �it:r-,� : v :„ � .:`�- �
<br /> 6�, CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MAT E R I A L, S Q U A R E/R O U N D E D C O R N E R S. .�THER E413tPMIENT OR APPURTE�T EXISTING MAIN LEVEL 916 SF � �
<br /> � ELEVATION NUMBER EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, WATER, 4. DOORS AND WINDOWS:ALL EXTERIOR DOORS AND WINDOWS WITH GLAZING SHALL BE c� MAY NOT BE LOCA7ED IN THE FR EXISTING SECOND LEVEL 658 SF c� ¢ W
<br /> HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES DOUBLE GLAZED LOW-E. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE FULLY EXISTING THIRD LEVEL 260 SF Z Q �
<br /> ELEVATION NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE �itionai �'ermits�r� ��c' urre�
<br /> WORK. WEATHERSTRIPPED, CERTIFIED AND LABELED FOR COMPLIANCE WITH ENERGY CONSERVATION �' �hIS Pro ect To Inctude: AND SIDE SETBACKS. PROPp+NE TANl� � Z L11
<br /> 2 A9.1 4 REGULATIONS. r , REQUIRE ADDITIONAL PE R M I T S I S�'�' PROPOSED MAIN LEVEL 270 SF Q �
<br /> BUBBLE � GLASS BY THE EVERETT FtRE pEPARTM� PROPOSED GARAGE (MAIN LEVEL) 773 SF o Z ' C� W
<br /> DOOR NOTES: $ rinkler PROPOSED SECOND LEVEL 1,059 SF w x W ;
<br /> 18. THE CONTRACTOR SHALL SUBMIT WEEKLY JOB STATUS REPORTS TO '� �4 t 1 1 I�111 9 ❑ P P�i�R T C�INSTAILATIG �, �
<br /> A. A L L E X T E R I O R D O O R S S H A L L B E 7'-0"T A L L D O O R U N L E S S N O T E D O T H E R W I S E. 1,8 3 4 S F 1,3 29 SF W �
<br /> 3 SHEET NUMBER THE ARCHITECT. THE REPORT SHALL STATE ACTUAL PROGRESS OF THE r = z ' � Q
<br /> B. ALL WOOD DOORS TO BE"SIMPSON"AND SHALL BE PAINT GRADE UNLESS �j 9�ChahlC�I �I Flf@ AI� TOTAL LIVING AREA: 3,163 SF � Q
<br /> JOB AND LIST ANY CHANGES OR CONDITIONS WITHIN THE SCOPE OF THE NOTED OTHERWISE.
<br /> C O N T RA CT DOCUMENTS AFFECTING THE JOB PROGRESS. C. ALL INTERIOR DOORS SHALL BE SOLID PANEL DOORS. '� �,�GGt''!�'€ REQUIRED SEPARATION YES � J
<br /> NAME D. ENTRANCE DOOR SEPARATING HOUSE FROM GARAGE SHALL BE 1-3/8: SOLID #OF STORIES 2 �
<br /> 19. WHERE CONFLICTS OCCUR, COORDINATE THE LAYOUT AND EXACT CORE, TIGHT FITTING, WEATHERSTRIPPED AND EQUIPPED WITH SELF-CLOSING HINGES. DOOR O
<br /> # ROOM NAME & WOOD FRAMING LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES AND SHALL HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES.
<br /> NUMBER � THROUGH MEMBER ELECTRICAUCOMMUNICATION OUTLETS AND SWITCHES WITH ARCHITECT E. INTERIOR DOOR CASING SHALL BE SELECTED BY OWNER. IF BUIL�ING IS NOT POSITIONED AS U
<br /> Root trum��g t�e a ed y 8� FULLY SPRINKLERED NO O N
<br /> � ) IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. F. ALL DOOR HARDWARE SHALL BE ��SCHLAGE" OR APPROVED EQUAL. SELECTIONS IND1CAT£D ON APPR�v�� SiTE ��T� and drawing P p
<br /> ` a State licensed ai�u�tuce� d'
<br /> .a, N E,W S i�I'E PLAN SHALL BE SUL U U �
<br /> SHALL BE M A D E B Y O W N E R. 8ng ine��. V I C I N I TY MA P
<br /> 2 0. W H E R E C O N F L I CT I S ENCOUNTERED BETWEEN THE CONTRACT G. ALL EXTERIOR FRENCH OR SLIDING DOORS SHALL BE TEMPERED DOUBLE PANE rE�. �O FURTH�R ����'ECTI O N S W I L L
<br /> ' " CEILING HIEGHT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF METAL CLAD WO OD D O O R S.
<br /> THIS PRC�JECT �NTU-'THE J
<br /> +� -� THE WORK, SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION BE MADE ON pROv-
<br /> H. ALL EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED TO LIMIT AIR S�TE PLAN �`�'B�N � W
<br /> WOOD FRAMING OF THE ARCHITECT BEFORE THE AFFECTED ITEMS AND/OR MATERIALS ARE INFILTRATION WHEN IN CLOSED POSITION. D B� HE aj����p�j„jC WORKS �t is owners r�e�ponsib►uiy �u es�a�i�sh and stake ai� �
<br /> � (INTERRUPTED MEMBER) PURCHASED, FABRICATED AND/OR INSTALLED. I. IF NOT OTHERWISE DIMENSIONED OR NOTED, PROVIDE MINIMUM 4"JAMB property lines. �-. .
<br /> N OT E 21. WHERE PRE MANUFACTURED OR PREFABRICATED ITEMS AND/OR RETURN AT ALL DOOR JAMBS ADJACENT TO PERPENDICULAR WALLS. DE��'' ; ' :�.' U
<br /> J. GARAGE DOOR TO BE SELECTED BY OWNER. PROVIDE 2 (TWO) OPENERS FOR ��"<'� '` ' �' ' ' ' "` �'•-".R . ,;. � 6��1 � �-�i�re`� d` �
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<br /> NOTE AREA MATERIALS ARE TO BE INSTALLED-THE CONTRACTOR SHALL VERIFY �„z ��•. . " � ' � ' " '� '` � --- ' r��,.,
<br /> EACH OVERHEAD GARAGE DOOR. t5�� _
<br /> ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR WINDOW NOTES. �?D�NG ANp DF2R1.�"P,��' �ven;u:�f U
<br /> P��J Ft T ti'�!+E S� �a��r�ri;�ry Sthr�,�1 � Z
<br /> I US NOTES ^ FABRICATION. A. ALL WINDOWS SHALL BE DOUBLE PANE <PELLA><ANDERSON>OR APPROVED �� �_,����� ��� �
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<br /> ��1 EQUAL<LOW-E ALUMINUM CLAD WOOD WINDOWS><VINYL> AS SHOWN ON EXTERIOR l. Provisiors :1i i! bN made for th� control and drair,��F�e of surface � :' Q
<br /> 22. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO ELEVATIONS AS LISTED IN WINDOW SCHEDULE. "" �
<br /> Water aro�rd buildin s b c t s-�,�,,�r,o„�
<br /> BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF g y: g::tt�rs, drain line�, i;,;l�ts ard ca ch { �£ t 7 F 'x • � �YF<<�rnC;��s��n� W w
<br /> FINAL ACCEPTANCE,AND PROMPTLY REMEDY SUCH DEFECTS AND ANY B� ALL INTERIOR WINDOW CASING SHALL BE PAINT GRADE. basins or other necessary drainage structures and st�ll be instalted � � �
<br /> SUBSEQUENT DAMAGE CAUSED BY THE DEFEGTS OR REPAIR THEREOF, AT C. WTERIOR WINDOW CASING STYLE SHALL BE SELECTED BY OWNER. �' _- =F��� �� �k<. U
<br /> � 1Q REVISION CLOUD & D. ALL WINDOWS LOCATED IN TUB OR SHOWER ENCLOSURES SHALL BE TEMPERED where stcrm �,��3ter dis ' � � � � �`"'�`
<br /> GRID LINES NO EXPENSE TO THE OWNER. GUARANTEE PERIODS OF GREATER THAN pc��ui cannc: b�:.7 obtaired witho�:t th�ir use or � L � Z �
<br /> wttere eres�.�•n ca��r7��t b2 prevented by flnish grad+ng and ptanting. "-' �U Z � W U
<br /> NUMBER � L ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACT GLASS.E. ALL WINDOWS SHALL BE SEALED TO LIMIT AIR INFILTRATION WHEN CLOSED -� x � -� �
<br /> DOCUMENTS. Dry welfs 5���1i rc� �.. installed in areas where tt�e soil is raot we�l � �
<br /> POSITION. dra�n�ed andJar poraus. ��a7�e�4�,y.���„v:� �0 � � � �
<br /> 23. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE GLAZING:ALL GLAZING SHALL CONFORM TO FEDERAL GLAZING REGULATIONS AND � �
<br /> TILE CARPET CHANGE IN FLOOR CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMITAND SECTION R308 OF THE I.R.C. GLAZING WITHIN 24 HORIZONTALLY OF DOORS, WITHIN 18" . �
<br /> � � � o �
<br /> VERTICALLY OF FLOOR, OR LOCATED ADJACENT TO BATH TUB OR SHOWER AREAS, SHALL BE 2a Grad�ng shall be provided to insure: h W c� V
<br /> MATERIAL FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND FULLY TEMPERED GLASS WHICH CAN PASS THE TEST REQUIREMENTS OF I.R.C. SECTION R308.3. � ;; ; W
<br /> fNSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION EACH LITE OF TEMPERED GLASS SHALL BE IDENTIFIED BY A LABEL WHICH WILL SPECIFY THE (a) Diversion of water away hom buiklings. � �f � '"' � �� � F-
<br /> OF THE WORK. LABELER, EITHER T H E M A N U F A C T U R E R O R I N S T A L L E R, A N D S T A T E T H A T T E M P E R E D G L A S S H A S ��3�� Q =
<br /> (b) Prevention of standing water and soil saturatioEt detrimental � ,��Ea*�'<��� , ',�` � � U
<br /> BEEN UTILIZED IN THE INST A L L A T I O N. E A C H L I T E O F T E M P E R E D G L A S S S H A L L A L S O B E �
<br /> � P R O P E R T Y CORNER 2 4. W H E R E A N Y I T E M A N D/O R M A T E R I A L �S I N DI CATED IN THE CONTRACT pERMANENTLY IDENTIFIED BY THE MANUFACTURER BY ACID ETCHING, SANDBLASTED OR to structur�s and lot use. O o y � �
<br /> DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPECIFIC CASE, � ,�,,,,. N
<br /> BUT IS REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION - CERAMIC FIRING ON THE GLASS. THIS IDENTIFICATION SHALL REMA�N VISIBLE AFTER (c) Th=t natura) ctrair'wage channei� Ot bellAt ane nat bbcked or Z � Q
<br /> SUCH ITEM AND/OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND INSTALLATION OF GLAZING IN ACCORDANCE WITH THE I.R.C. SECTION R308.1, fiE�_d. � ^
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<br /> ��S;t'JS�3(D.t'�[��'. `R,�aAvt t."!,.� ... FF � 1�
<br /> x.
<br /> F.F. SPOT ELEVATION F.F. MAIN LEVEL � EVATION DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND INSTALL. `
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