|
NOTES AND SPECIFICATIONS APPLY TO WORK PERFORMED, AND DO NOT APPLY TO AREAS THAT
<br />ARE NOT DISTURBED.
<br />THE GENERAL CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL WORK PERFORMED ON THE
<br />SITE, WHETHER BY SUBCONTRACTORS, TENANTS OR OTHERS.
<br />THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MANUFACTURER SHALL COMPLY WITH
<br />THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE, OREGON STRUCTURAL
<br />SPECIALTIES CODE, AND ALL ADDITIONAL STATEAND LOCAL CODE REQUIREMENTS. THE
<br />CONTRACTOR/MANUFACTURER SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK
<br />KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES OR REGULATIONS.
<br />THE GENERAL CONTRACTOR SHALL PERFORM COORDINATION WITH ALL UTILITY COMPANIES AND
<br />STATE SERVICE AUTHORITIES.
<br />WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.
<br />THE MANUFACTURER AND CONTRACTOR SHALL VERIFY AND ARE RESPONSIBLE FOR ALL
<br />DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY
<br />ARETE' DESING WITH ANY VARIATIONS FROM THESE DRAWINGS.
<br />THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISTRIBUTION OF DRAWINGS TO ALL
<br />SUBCONTRACTORS, AND ALL WORK IS BASED ON THE LATEST ISSUE OF DRAWINGS. ALL
<br />STAMPED DRAWINGS ISSUED BY ARETE' DESING TO BE CONSIDERED CONTRACT DOCUMENTS.
<br />THE GENERAL CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE FOR THE DESIGN AND
<br />PROPER FUNCTION OF THE PLUMBING, MECHANICAL, EQUIPMENT, AND ELECTRICAL SYSTEMS.
<br />THE GENERAL CONTRACTOR AND MANUFACTURER SHALL NOTIFY ARETE' DESING WITH ANY
<br />PLAN CHANGES REQUIRED FOR THE PROPER DESIGN AND FUNCTION OF THESE SYSTEMS.
<br />ARETE' DESING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS
<br />OR OMISSIONS OF THE GENERAL CONTRACTOR, SUB -CONTRACTOR, OR MANUFACTURER, OR
<br />FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION
<br />DOCUMENTS. ANY ERROR OR OMMISSION DISCOVERED IN THE CONSTRUCTION DOCUMENTS
<br />SHALL BE BROUGHT TO THE ATTENTION OF ARETE' DESING BY WRITTEN NOTICE BEFORE
<br />PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED ARETE' DESING TO CORRECT THE
<br />ERROR OR OMMISSION SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT
<br />UPON THE CONTRACTOR AND MANUFACTURER.
<br />SEE STRUCTURAL DRAWINGS SHEETS FOR STRUCTURAL NOTES, MATERIALAND INSPECTION
<br />REQUIREMENTS, AND TYPICAL DETAILS OF CONSTRUCTION NOT SPECIFICALLY REFERENCED IN
<br />THESE NOTES.
<br />ALL MATERIALS AND WORKMANSHIP SHALL BE NEW AND THE BEST OF ITS CLASS AND KIND.
<br />DO NOT INSTALL MATERIALS OR COMPLETE ASSEMBLIES WHICH MAY HARBOR, CONTAMINATE, OR
<br />OTHERWISE BE A SOURCE OF HARMFUL CHEMICALS, OR THAT MAY CAUSE CORROSION, ROT OR
<br />DAMAGE TO INHABITANTS, SITE OR OTHER PORTIONS OF THIS OR OTHER BUILDING(S).
<br />PROCURE, STORE, INSTALL & FINISH ALL MATERIALS AND ASSEMBLIES IN ACCORDANCE TO
<br />MANUFACTURER'S SPECIFICATIONS, INSTALLATION MANUALS AND OPERATING INSTRUCTIONS.
<br />PROVIDE COPIES OF ALL MANUFACTURER'S SPECIFICATIONS AND INSTALLATION MANUALS TO
<br />ARETE' DESING AND OWNER IN ASSEMBLED PROJECT CLOSE-OUT BINDER.
<br />THE SITE AND BUILDINGS ARE NOT KNOW TO HAVE ASBESTOS OR OTHER HARMFUL MATERIALS
<br />OR CHEMICALS. NO TESTING FOR ANY HARMFUL MATERIALS HAS BEEN DONE BY ARETE' DESING.
<br />NOTIFY ARETE' DESING IMMEDIATELY IF A HARMFUL SUBSTANCE IS SUSPECTED OR KNOWN TO
<br />EXIST. ALL HARMFUL MATERIALS ARE TO BE TESTED FOR AND OR ABATED PER REQUIREMENTS
<br />OF LAW BY A LICENSED COMPANY. ARETE' DESING IS NOT RESPONSIBLE FOR UNWARY
<br />PRACTICES BY CONTRACTOR.
<br />ALL SUB -CONTRACTORS SHALL COOPERATE WITH EACH OTHER IN THE VARIOUS PARTS OF THE
<br />WORK SO THAT THE WORK OF ONE WILL NOT BE DELAYED MORE THAN ABSOLUTELY NECESSARY
<br />BY THE WORK OF ANOTHER.
<br />EACH SUB -CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES, FROM TIME TO
<br />TIME, ALL WASTE MATERIALS AND DEBRIS WHICH MAYACCUMULATE IN THE BUILDING OR ABOUT
<br />THE PREMISES AS A RESULT OF HIS WORK.
<br />EACH SUB -CONTRACTOR SHALL MAINTAIN INSURANCE AS STATED UNDER THE WORKMAN'S
<br />COMPENSATION ACT AND APPROPRIATE PUBLIC LIABILITY.
<br />ON -SITE VERIFICATION OF ALL CONDITIONS AND LOCATING OF BUILDING OR BUILDINGS ON THE
<br />PROPERTY, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
<br />THE GENERAL CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK
<br />IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE
<br />PERFORMED,
<br />IF WORK CANNOT BE EXECUTED PER DRAWINGS, CONFER WITH ARETE' DESING FOR OTHER
<br />SOLUTION(S) PRIOR TO PROCEEDING.
<br />THE CONTRACTOR IS RESPONSIBLE FOR THE ABILITY OF HIS CHOSEN SUBCONTRACTORS TO
<br />COMPLETE THE WORK AS SPECIFIED AND PROVIDE WARRANTIES FOR ALL WORK.
<br />SUBMITTALS
<br />PROVIDE ARETE' DESING OF EACH FINISH MATERIALAS SPECIFIED. SAMPLE MUST BE FROM
<br />SAME LOT AS LOT ORDERED, IF APPLICABLE.
<br />SUPPLY MINIMUM 6" X 6" SUBMITTAL WITH FINISH COATINGS AS SPECIFIED, IF APPLICABLE.
<br />PAINT: PROVIDE DRAW -DOWNS OF EACH PAINT COLOR AND TYPE AS SPECIFIED. PROVIDE TX 3'
<br />MOCK-UP ON SITE OF APPROVED PAINT COLORS ON APPLICABLE WALLS ON SITE. ARETE'
<br />DESING AND OWNER(S) TO APPROVE OF COLORS PRIOR TO FINAL APPLICATION.
<br />FABRICS: ORDER FABRICS OR PLACE ON -HOLD ATTHE INCEPTION OF PROJECT. ORDER
<br />CUTTINGS AND PROVIDE TO ARETE' DESING FOR APPROVAL. FABRICS TO BE FROM SAME DYE
<br />LOT AS APPROVED CUTTING. ORDER ENOUGH FABRIC FOR PROPER ALIGNMENT ON FINISHED
<br />PIECES.
<br />SUBSTITUTIONS
<br />NO SUBSTITUTIONS OF PROPRIETARY SPECIFICATIONS WILL BE ALLOWED UNLESS SUBMITTED
<br />TO ARETE' DESING IN SUFFICIENT TIME FOR REVIEW, AND APPROVED BY ARETE' DESING.
<br />SUBMIT LITERATURE AND SAMPLES.
<br />EXCAVATINGAND GRADING GENERAL NOTES
<br />VERIFY SLOPE OF EXISTING TOPOGRAPHY.
<br />REMOVE ALL EXISTING OBSTRUCTIONS THAT MAY INCLUDE FOOTINGS, SLABS, TREES, ROCKS,
<br />ROOTS, ETC.
<br />PROVIDE 3RD PARTY ENGINEER'S REPORT ON SOILS AFTER EXCAVATION, SEE ENGINEER'S NOTE
<br />PAGE S1.0.
<br />SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ. TO 1 VERT. BETWEEN FOOTINGS AT
<br />DIFFERENT ELEVATIONS.
<br />FILL, PUDDLE AND TAMP UNDER ALL SLABS TO THE PROPER ELEVATION, AS NOTED.
<br />ALL BACKFILL SHALL BE TAMPED OR COMPACTED IN 6" LAYERS WHERE NECESSARY. FOR
<br />STRUCTURAL FILL, SEE ENGINEER'S DRAWINGS AND CALCULATIONS.
<br />ALL BACKFILL SHALL BE RETURNED IN ACCORDANCE WITH THE LANDLORD'S CRITERIA.
<br />ANY FILL OVER 12" MUST BE COMPACTED WITH ENGINEER'S COMPACTION REQUIREMENTS
<br />DO NOT BACKFILL FOUNDATION WALLS UNTIL FOUNDATION WALLS HAVE ACHIEVED DESIGN
<br />STRENGTH AS LISTED IN STRUCTURAL NOTES.
<br />ALL SURPLUS EARTH NOT USED FOR BACKFILL OR SITE GRADING SHALL BE REMOVED FROM
<br />SITE.
<br />ALL SURFACE DRAINAGE OF LOT TO BE CONDUCTED TO STREET VIA 2% GRADE OR
<br />UNDERGROUND DRAIN LINES. SEE PLOT PLAN.
<br />ROOF GUTTER AND DOWNSPOUT DRAINAGE TO BE CONDUCTED TO STORMWATER MITIGATION
<br />SYSTEMS. SEE SITE PLAN & SPECIFICATIONS.
<br />CONCRETE AND FOUNDATION GENERAL NOTES
<br />ALL FOOTINGS TO REST ON CLEAN, FIRM, UNDISTURBED SOIL OR COMPACTED FILL. STEP
<br />FOUNDATION FOOTINGS AS REQUIRED MAINTAINING DEPTH BELOW FINISH GRADES.
<br />ALL REINFORCING STEEL & FOUNDATION STRUCTURAL DESIGN PER ENGINEER'S DRAWINGS AND
<br />CALCULATIONS.
<br />NO FOOTING SHALL BE UNDERCUT CLOSER THAN 1: 1, SEE STRUCTURAL NOTES.
<br />ALL FOOTINGS TO BE POURED ON UNDISTURBED SOIL OR COMPACT FILL.
<br />CONCRETE FORMS SHALL BE DRESSED LUMBER WITH LEVELING STRIPS PROVIDED WHERE
<br />REQUIRED, ROUGH LUMBER MAY BE USED AS FORMS BELOW FINISHED GRADE.
<br />FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS ATTAINED PERMANENT SET.
<br />PROVIDE BLOCK -OUTS AS REQUIRED FOR SEWER, WATER, ELECTRICAL AND VENTING. VERIFY
<br />LOCATION WITH GENERAL CONTRACTOR.
<br />PROVIDE A MINIMUM 18" CRAWLSPACE CLEARANCE BELOW WOOD FLOOR JOIST AND 121, BELOW
<br />WOOD BEAMS.
<br />PROVIDE 6MIL MINIMUM POLY VAPOR BARRIER CONTINUOUSLY ABOVE EXPOSED EARTH IN
<br />CRAWLSPACE AREAS & UNDER SLABS, WRAPPING VAPOR BARRIER UP FOOTINGS AT EDGES.
<br />OVERLAP VAPOR BARRIER BY 18" MIN AT JOINTS.
<br />SEE FOUNDATION PLAN FOR UNDER FLOOR VENTING LOCATIONS. PROVIDE INSECT SCREENS AT
<br />ALL FOUNDATION OPENINGS. PROVIDE REQUIRED SQUARE INCHES OF VENTING AREA PER
<br />CODE.
<br />WATERPROOF ALL RETAINING WALLS & BASEMENT FOUNDATION WALLS ON EXTERIOR OF
<br />CONCRETE SURFACE, SEE SPECIFICATIONS FOR MATERIAL.
<br />PROVIDE DRAIN MATT AT ALL RETAINING WALLS & BASEMENT WALLS TO WICK ASSIST IN THE
<br />REMOVAL OF WATER FROM BEHIND THE WALLS.
<br />PROVIDE PERFORATED DRAIN PIPE AT BASE OF ALL RETAINING WALL FOOTINGS. PROVIDE SIZE,
<br />AS REQUIRED, 4" DIAMETER MINIMUM. PROVIDE FILTER FABRIC WRAPAROUND PIPE AND 18"
<br />SQUARE MINIMUM DRAIN ROCK. FULLY WRAP DRAIN ROCK WITH FILTER FABRIC, 18" CAP
<br />MINIMUM, BEFORE BACKFILLING. CONDUCT PERFORATED PIPE TO STREET OR CITY COMBINED
<br />SANITARY SEWER VIA SOLID PIPE.
<br />LUMBER AND FRAMING GENERAL NOTES
<br />PROVIDE 30# BUILDING PAPER UNDER ALL BEARING PLATES. BEARING PLATES TO BE PRESSURE
<br />TREATED.
<br />PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER
<br />BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. FLOOR JOISTS AND RAFTERS TO
<br />HAVE SOLID BLOCKING AT ENDS OF EXPOSED SPANS AND AT MID -SPANS, IF SPAN IS GREATER
<br />THAN 10 FEET.
<br />ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE'/2" AIR SPACE.
<br />ALL PLYWOOD TO HAVE SURFACE GRAIN PERPENDICULAR TO SUPPORTS.
<br />STAGGER ALL JOINTS OF ALL PLYWOOD PANELS.
<br />ALL NAILING TO CONFORM TO NAILING SCHEDULE. SEE FRAMING PLANS FOR ADDITIONAL
<br />NOTES.
<br />DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
<br />PERFORMANCE SPECIFICATION ITEMS MUST BE SUPPLIED BY CONTRACTOR FROM ANY
<br />MANUFACTURER THAT MEETS THE SPECIFICATION CRITERIA. THIS NOTE ALSO APPLIES TO ALL
<br />SUBCONTRACTORS.
<br />THERMAL & MOISTURE PROTECTION GENERAL NOTES
<br />PROVIDE 15# TAR PAPER AS WALL VAPOR BARRIER, OR AS APPROVED BY LOCAL CODES AND AS
<br />APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER TO
<br />BE INSTALLED ATALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING. FULLY WRAP VAPOR
<br />BARRIER TO INTERIOR ATALL OPENINGS. SEE DIAGRAM IN SPECIFICATIONS.
<br />PROVIDE 30# TAR PAPER AS ROOF VAPOR BARRIER, OR AS APPROVED BY LOCAL CODES AND AS
<br />APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER TO
<br />BE INSTALLED ATALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING, FULLY WRAP VAPOR
<br />BARRIER TO INTERIOR ATALL OPENINGS.
<br />PROVIDE FLEXIBLE FLASHING ATALL OPENINGS AND ALL BUILDING CORNERS, WRAP ALL SIDES IN
<br />ORDER FOR POSITIVE LAP TO OUTSIDE OF BUILDING.
<br />CONTINUOUS METAL FLASHING ATALL JOINTS BETWEEN WALLS & ROOFS, VERTICALLY ON
<br />CORNERS WHERE WALL MEETS WALL, AND HORIZONTALLY OVER JOINT BETWEEN WALL
<br />SHEATHING AND CONCRETE FOOTER. FLASHING TO BE OVERLAPPED WITH VAPOR BARRIERS,
<br />TYP.
<br />CONTINUOUS METAL COPING AT TOP OF PARAPET WALLS. SEAL JOINTS WITH STANDING SEAM
<br />SEAL OR APPROVED SEALANT.
<br />INSULATE ENTIRE ENVELOPE PER CODE REQUIREMENTS. PROVIDE BATTS WITH INTEGRAL
<br />VAPOR BARRIER AS SPECIFIED. PLASTIC VAPOR BARRIERS ARE NOT ALLOWED. SEE CODE
<br />SUMMARY SHEETS IN SPECIFICATIONS.
<br />JOINT SEALANT: SONOBORN SONOLASTIC 150 OR APPROVED ALTERNATE. COLOR 'SPECIAL
<br />BRONZE' OR TO MATCH ADJACENT SURFACES.
<br />FINISHES GENERAL NOTES:
<br />PROVIDE FINISHES AS SPECIFIED. FOLLOW CODE REQUIREMENTS, MANUFACTURER'S
<br />SPECIFICATIONS AND INSTALLATION/APPLICATION MANUALS. PROVIDE ARETE' DESING AND
<br />OWNER WITH COPIES OF MANUFACTURER'S SPECIFICATIONS AND INSTALLATION/APPLICATION
<br />MANUALS.
<br />SOME FINISHES MAY REQUIRE SPECIAL STORAGE, TEMPERATURE, VENTILATION, INSTALLATION
<br />MEANS OR INSTALLATION METHODS TO EITHER PROTECT THE MATERIAL, THE BUILDING, THE
<br />ENVIRONMENT OR THE INSTALLERS FROM HARMFUL FUMES, DAMAGE OR OTHER LOSS.
<br />PLUMBING & HVAC GENERAL NOTES
<br />PLUMBING:
<br />ALL SPECIFICATIONS AND INSTALLATION SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH
<br />MANUFACTURER BY GENERAL CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION.
<br />SEE PLAN FOR LOCATION OF GAS JETS, VALVES, HOSE BIBS, GAS AND WATER SERVICES.
<br />PLUMBER TO BE RESPONSIBLE FOR OBTAINING UTILITY COMPANY APPROVAL OR WATER
<br />SERVICE AND GAS METER LOCATION.
<br />USE "PEX" FLEXIBLE PVC WATERAND PLUMBING LINES, WIRSBO, IPEX, OR APPROVED.
<br />VENTS AND DRAINS TO BE ABS.
<br />INSULATE ALL SUPPLY & WASTE PIPING FOR THERMAL AND ACOUSTIC.
<br />TPlsI5
<br />PROVIDE BIDDER DESIGNED SYSTEM THAT PROVIDES HVAC (HEATING, VENTILATING AND AIR-
<br />CONDITIONING) SERVICE WITH REQUIRED FRESH AIR QUOTAS PER CODE REQUIREMENTS.
<br />SUBMIT DESIGN TO ARETE' DESING AND OWNER FOR APPROVAL PRIOR TO MANUFACTURE OR
<br />INSTALLATION.
<br />EXHAUST ALL VENTS AND FANS DIRECTLY TO THE OUTSIDE VIA METAL DUCTS. PROVIDE 90CFM
<br />(MIN) 1.5 SONES OR LESS FANS TO PROVIDE 5 AIR EXCHANGES PER HOUR IN BATHS CONTAINING
<br />TUB AND/OR SHOWER AND IN LAUNDRY ROOMS.
<br />KITCHEN EXHAUST HOODS TO HAVE MAKE-UP AIR SUPPLYAND FIRE PROTECTION SYSTEM AS
<br />REQUIRED AT EACH LOCATION.
<br />ELECTRICAL GENERAL NOTES
<br />ALL SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH GENERAL CONTRACTOR.
<br />LOCATION OF ALL OUTLETS, SWITCHES AND FIXTURES TO BE VERIFIED ON THE JOB SITE WITH
<br />THE OWNER, ARETE' DESING AND GENERAL CONTRACTOR. ELECTRICIAN TO INSTALLALL LOW -
<br />VOLTAGE, AS WELL AS LINE VOLTAGE.
<br />HARDWIRE SMOKE DETECTOR TO UN -SWITCHED POWER. ALL DETECTORS TO HAVE INTEGRAL
<br />BATTERY BACKUP.
<br />ELECTRICIANS TO PROVIDE ELECTRICAL LAYOUT DRAWINGS, PANEL SCHEDULES, AND OBTAIN
<br />ALL NECESSARY APPROVALS AS REQUIRED BY LOCAL BUILDING CODES, AND OBTAIN UTILITY
<br />COMPANY APPROVAL OF METER LOCATION.
<br />SECURITY REQUIREMENTS
<br />ALL DOOR & WINDOW HARDWARE TO BE VERIFIED WITH MANUFACTURER, ARETE' DESING AND
<br />OWNER PRIOR TO ORDERING.
<br />CONTRACTOR TO VERIFY WITH OWNER REGARDING SECURITY SYSTEMS INTEGRATION.
<br />SEE CONTRACT DOCUMENT PLANS & SPECIFICATIONS FOR ADDITIONAL NOTES
<br />END OF GENERAL NOTES
<br />WINDOW SCHEDULE
<br />MARK
<br />Library Part Name
<br />SIZE
<br />U VALUE
<br />Home Story Name
<br />WIDTH
<br />HEIGHT
<br />N3
<br />0861 OSAA Wn Horiz Slider
<br />4'-0"
<br />4'-0"
<br />.30
<br />Basement
<br />E1
<br />0861 OSAA Wn Horiz Slider
<br />T-10"
<br />T-10"
<br />First Floor
<br />E2
<br />0861 OSAA Wn Horiz Slider
<br />3'-10"
<br />T-10"
<br />First Floor
<br />E3
<br />0861 OSAA Wn Horiz Slider
<br />2'-0"
<br />4'-10"
<br />First Floor
<br />E4
<br />0861 OSHA Wn Horiz Slider
<br />6'-0"
<br />4'-10"
<br />First Floor
<br />E5
<br />0861 OSAA Wn Horiz Slider
<br />2'-0"
<br />4'-10"
<br />First Floor
<br />E6
<br />0861 OSAA Wn Horiz Slider
<br />4'-0"
<br />T-4"
<br />First Floor
<br />E7
<br />0861 OSAA Wn Horiz Slider
<br />4'-10"
<br />T-10"
<br />First Floor
<br />E8
<br />0861 OSAA Wn Horiz Slider
<br />2'-0"
<br />T-O"
<br />First Floor
<br />E8
<br />0861 OSAA Wn Horiz Slider
<br />S-10"
<br />3'-10"
<br />First Floor
<br />N 1
<br />08610SAA Wn Horiz Slider
<br />4'-0"
<br />4'-0"
<br />.30
<br />Basement
<br />N 2
<br />0861 OSAA Wn Horiz Slider
<br />4'-0"
<br />4'-0"
<br />.30
<br />Basement
<br />N 4
<br />0861 OSAA Wn Horiz Slider
<br />4'-0"
<br />4'-0"
<br />.30
<br />Basement
<br />DOOR AND FRAME SCHEDULE
<br />MARK
<br />Library Part Name
<br />SIZE
<br />U VALUE IF GLAZED
<br />W
<br />HT
<br />CO
<br />080060AA Dr Rect Opening
<br />5'-0"
<br />6-8"
<br />CASED OPENING
<br />Bas
<br />D10
<br />08006AM Dr Swing
<br />2'4"
<br />6'-8"
<br />Firs
<br />D10
<br />08006AAA Dr Swing
<br />2'-6"
<br />6'-8"
<br />Firs
<br />D10
<br />RD07 Overhead
<br />16'...
<br />6'-8"
<br />Bas
<br />D11
<br />08006AAA Dr Swing
<br />2'-0"
<br />6-8"
<br />Firs
<br />D11
<br />08006AAA Dr Swing
<br />2'-4"
<br />6-8"
<br />Firs
<br />D11
<br />08006AAA Dr Swing
<br />2'-6"
<br />6-8"
<br />Firs
<br />D11
<br />08006BAB Or (2) BiFold
<br />4'-0"
<br />6-8"
<br />Firs
<br />D12
<br />08006BAB Dr (2) BiFold
<br />4'-0"
<br />6-8"
<br />Firs
<br />D13
<br />08006SAA Dr 21P Sliding
<br />6'-0"
<br />6'-8"
<br />Firs
<br />E1
<br />08006AAA Dr Swing
<br />2'-8"
<br />6-8"
<br />LOCKING HARDWARE
<br />Bas
<br />E2
<br />080060AA Dr Rect Opening
<br />2'-6"
<br />6-8"
<br />LOCKING HARDWARE
<br />Bas
<br />E3
<br />08006AAA Dr Swing
<br />2'-6"
<br />6%8"
<br />LOCKING HARDWARE
<br />Bas
<br />NO
<br />08006AAA Or Swing
<br />2%8"
<br />6-8"
<br />LOCKING HARDWARE
<br />Bas
<br />N1
<br />08006AAA Or Swing
<br />2'-8"
<br />6'-8"
<br />LOCKING HARDWARE
<br />Bas
<br />N3
<br />08006AAA Or Swing
<br />2'-6"
<br />6'-8"
<br />Bas
<br />N3
<br />08006BAA Or BiFold
<br />2'-6"
<br />6-8"
<br />Bas
<br />N4
<br />08006BAB Dr (2) BiFold
<br />4'-0"
<br />6' 8"
<br />Bas
<br />N5
<br />08006AAA Dr Swing
<br />2'-6"
<br />6%8"
<br />LOCKING HARDWARE
<br />Bas
<br />N6
<br />08006AAA Or Swing
<br />2%6"
<br />6'-8"
<br />LOCKING HARDWARE
<br />Bas
<br />N7
<br />08006BAA Or BiFold
<br />T-O"
<br />6'-8"
<br />Bas
<br />N8
<br />08006AAA Or Swing
<br />2'-6"
<br />6'-8"
<br />LOCKING HARDWARE
<br />Bas
<br />N9
<br />08006BAB Dr (2) BiFold
<br />4'-0"
<br />6'-8"
<br />Bas
<br />N10
<br />08006BAB Or (2) BiFold
<br />4'-0"
<br />6'-8"
<br />Bas
<br />XTR1
<br />08006AAA Dr Swing
<br />2'-8"
<br />6'-8"
<br />0.30; LOCKING HARDWARE; MIN 1 3/8" ...
<br />Bas
<br />XTR 2
<br />08006AAA Dr Swing
<br />3'-0"
<br />6'-8"
<br />0.30; LOCKING HARDWARE
<br />Bas
<br />XTR 3
<br />08006AAA Dr Swing
<br />T-O"
<br />6'-8"
<br />0.30; LOCKING HARDWARE
<br />Firs
<br />Prescriptive Energy Code Compliance for All Climate Zones in Washington
<br />Project Information Contact Information
<br />OWNER: GEBREMARIAM JOE LUCKEY
<br />12041 22ND AVE NE
<br />SEATTLE 98125
<br />This project will use the requirements of the Prescriptive Path below and incorporate the
<br />the minimum values listed. In addition, based on the size of the structure, the appropriate
<br />number of additional credits are checked as chosen by the permit applicant.
<br />Authorized Representative Date
<br />All (mate Zones
<br />R-Value
<br />U-Factor
<br />Fenestration U-Facto
<br />n/a
<br />0.30
<br />Skylight U-Factor
<br />n/a
<br />0.50
<br />Glazed Fenestration SHGC ,
<br />n/a
<br />n/a
<br />Ceilingk
<br />49
<br />0.026
<br />Wood Frame Wall9'"''"
<br />21 int
<br />0.056
<br />Mass Wall R-Value'
<br />21/21
<br />0.056
<br />Floor
<br />3011
<br />0.029
<br />Below Grade Walh'm
<br />10/15/21 int + TB
<br />0.042
<br />Slab'R-Value & Depth
<br />10, 2 ft
<br />n/a
<br />'"Table R402.1.1 and Table R402.1.3 Footnotes included on Page Z.
<br />Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
<br />the following minimum number of credits:
<br />1. Small Dwelling Unit: 1.5 credits
<br />0 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
<br />area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500
<br />square feet.
<br />L12. Medium Dwelling Unit: 3.5 credits
<br />All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
<br />require 2.5 credits.
<br />❑3. Large Dwelling Unit: 4.5 credits
<br />Dwelling units exceeding 5000 square feet of conditioned floor area.
<br />04. Additions less than 500 square feet: .5 credits
<br />Table R406.2 Summary
<br />Ontion Description
<br />Credit(s)
<br />1 a
<br />Efficient Building Envelope 1 a
<br />0.5
<br />1 b
<br />Efficient Building Envelope lb
<br />1.0
<br />1 c
<br />Efficient Building Envelope 1 c
<br />2.0
<br />1 d
<br />Efficient Building Envelope 1 d
<br />0.5
<br />2a
<br />IXtr Leakage Control and Efficient Ventilation 2a
<br />0.5
<br />2b
<br />Air Leakage Control and Efficient Ventilation 2b
<br />1.0
<br />2c
<br />Air Leakage Control and Efficient Ventilation 2c
<br />1.5
<br />3a
<br />High Efficiency HVAC 3a
<br />1.0
<br />3b
<br />High Efficiency HVAC 3b
<br />1.0
<br />3c
<br />High Efficiency HVAC 3c
<br />1.5
<br />3d
<br />High Efficiency HVAC 3d
<br />1.0
<br />4
<br />High Efficiency HVAC Distribution System
<br />1.0
<br />5a
<br />Efficient Water Heating 5a
<br />0.5
<br />5b
<br />Efficient Water Heating 5b
<br />1.0
<br />5c
<br />Efficient Water Heating 5c
<br />1.5
<br />5d
<br />Efficient Water Heating 5d
<br />0.5
<br />6
<br />Renewable Electric Energy
<br />0.5
<br />Total Credits
<br />`Please refer to Table R406.2 for complete option descriptions
<br />(E) EXTERIOR SHEATHING
<br />1/2" LAG SCREW OR
<br />THRU BOLT; STAGGERED
<br />(E) 2x RIMMER
<br />ro m
<br />1
<br />FLASHING DETAIL
<br />SCALE: 1 /2" = 1'-0"
<br />El
<br />11
<br />0
<br />El
<br />*1200 kWh
<br />)OUS FLASHING W/
<br />�E
<br />1.5
<br />0.0
<br />1.50
<br />IATING OR MEMBRANE
<br />RINE PLYWOOD
<br />OISTS PER STR
<br />DER BOARD
<br />Nor
<br />�,
<br />DESIGNS
<br />12041 22ND AVE NE
<br />SEATTLE, WA. 98125
<br />206 365 2724 vice
<br />206 499 2814 cell
<br />luckeyjo@comcast.net
<br />CONSULTANT STAMP
<br />PROJECTINFO
<br />PROJECT #:LEDER ADDITION
<br />DRAWN BY: ARETE'
<br />RELEASE DATE
<br />MARK DATE DESCRIPTION
<br />X XX.XX.XX XXXXXXXX
<br />SET NOTES
<br />PRINT DATE 1/7/2020
<br />PRINT TIME 12:36 PM
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<br />SHEET NUMBER
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<br />EVIE ` E FOR - T
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<br />GEBREMARIAM ADDITION 20 DECEMBER 2019.pin; A 001 GENERAL NOTES; 100%; 1/7/2020 12:36 PM; NEW PLAN S
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