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TAKHAR HoUt)E CONVERt;)ION ro �FR
<br />720b UPPER MIDGE ROAD, EVEKETT. WA 9b205
<br />GENERAL NOTES:
<br />1. CONSTRUCTION SHALL CONFORM TO 2015 IKC, II3C & 2018 WSEC, WITH AMMENDMENTS.
<br />2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DATUMS PRIOR TO COMENCING
<br />WITH WORK AND 15 RESPONSIBLE FOR THEIR ACCURACY.
<br />3. PROVIDE ONE -HOUR OCCUPANCY SEPARATION BETWEEN HOUSE AND GARAGE,
<br />5/6" DRYWALL, TAPED AND FINISHED. HOUSE DOOR FROM GARAGE SHALL 5E 20
<br />MIN RATED, 1 3/8" MIN., SOLID CORE, SELF CLOSING W/ DRAFT CONTROL ASSEMBLY.
<br />4. PROTECT TUB/SHOWER COMPARTMENTS WITH WATER RE515TENT RACKING TO A
<br />HEIGHT OF 72" A50VE DRAIN INLET.
<br />5. MAINTAIN 6'-8" MIN. HEADROOM AT STAIRS, 1 1/2" TO 2" CRO55-SECTIONAL
<br />DIMENSION FOR HANDGKIP OF HANDRAIL, 34" TO 38" HEIGHT OF HANDRAIL.
<br />ABOVE STAIR NOSING. INSTALL FIRE 13LOCKING AT MID 5TRINGEK SPAN AND AT
<br />WALL ALONG STRINGER. SHEATH WALLS AND SOFFITS OF U5Al3LE SPACE UNDER
<br />STAIRS WITH 5/8" GWD, TYPE „X"
<br />6. PROVIDE ATTIC VENTILATION OF ONE SQ, FT. FOR EVERY 300 SQ. FT. OF ATTIC
<br />AREA: 1/2 IN SOFFIT AND 1/2 IN ROOF, 5'-0" MIN. ABOVE PLATE LINE. PROVIDE
<br />VENTILATION TO EACH RAFTER SPACE.
<br />7. PROVIDE ATTIC ACCESS, 22" X 30" MIN,, WHERE 50" MIN, HEADROOM.
<br />8. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY
<br />OF THESE DOCUMENTS, SITE CONDITIONS, PRODUCT AVAILA5ILITY,
<br />ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO
<br />CONSTRUCTION AND FABRICATION. ANY CHANGES OR DEFICIENCIES
<br />ON OR TO THE PLANS MUST 5E TRANSMITTED TO WOODWAY HOMES
<br />FOR WRITTEN APPROVAL.
<br />9. INDICATED HARDWARE TO DE SIMPSON PRODUCTS, OR EQUALS.
<br />10. THESE DRAWINGS ARE "AS -BUILT" DRAWINGS AND MAY NOT REFLECT
<br />EXACT MEASUREMENTS. CONTRACTORS AND SUDS TO FIELD VERIFY.
<br />FOUNDATION
<br />1. FOUNDATION DESIGN BASED ON SOIL REARING CAPACITY OF 1500 PSF UNLESS
<br />OTHERWISE NOTED IN REGISTERED SOILS ENGINEER REPORT. ALL FOOTINGS
<br />SHALL 5E PLACED ON FIRM; UNDISTUK5ED SOIL OR COMPACTED SOIL OF 1500 PSF
<br />MIN, BEARING CAPACITY.
<br />2. ALL WOOD IN CONTACT WITH CONCRETE SHALL DE PREA5URE TREATED.
<br />3. PROVIDE 18" MIN. CRAWL SPACE UNDER FLOOR JOISTS AND 12" MIN. UNDER SEAMS
<br />4, INSTALL CRAWL SPACE ACCESS, 16" X 24" MIN.
<br />5. PROVIDE CRAWL SPACE VENTILATION OF ONE SQ. FOOT PER 150 SQ. FOOT OF CRAWL SPACE
<br />6, MAINTAIN MIN. 6" CLEAR FROM GROUND & 2" FROM CONC, SLABS TO TOP OF FNDN.
<br />r~nnirpr: T1=
<br />1. PROVIDE CONCRETE OF 2500 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS.
<br />5 1/2 SACKS OF CEMENT PER CU. YD. AND 6 GAL. OF WATER, MAX., PER SACK OF
<br />CEMENT, SLUMP SHALL NOT EXCEED 4"
<br />2. CONCRETE SHALL SE AIR ENTRAINED 5% TO 7% WHERE EXPOSED TO WEATHER.
<br />3. FA5TNER5 INTO P.T. WOOD TO BE HOT -DIPPED GALV.
<br />REINFORCING STEEL
<br />1. USE GRADE 40 DEFORMED BAK5 IN ACCORDANCE WITH ASTM A615.
<br />2. REINFORCE SLABS AND SIDEWALLKS WITH 6 x 6 10/10 WWM AS REQUIRED.
<br />3. CONCRETE COVER SHALL BE 3" MIN. FOR CONCRETE CAST AGAINST AND
<br />PERMANENTLY EXPOSED TO EARTH, IKC R403,1.3.5.
<br />4, FOR CONCRETE EXPOSED TO EARTH OR WEATHER MIN. COVER SHALL SE 1 1/2" FOP,
<br />#5 5AR OR SMALLER, 2" FOP, #6 5AR OR LARGER, IRC R403.1.3.5.3
<br />1, STUDS, JOISTS AND RAFTERS: HEM -FIR #2, SASE VALUE 75Fv, 85017b, 1,500,000 E
<br />2. SEAMS AND HEADERS: 41, - DF #2, BA5E VALUE 95Fv, 875Fb, 1,600,000 E
<br />6" - DF #1, BA5E VALUE 85Fv, 135OFb, 1,600,00 E
<br />3. POSTS AND TIMBER: DF #1, 4x__ 145OFc, 1,700,00 E DF #1, Gx__ 1000Fc, 1,600,00 E
<br />4. GLUE LAMINATED TIMBER: 24F V4 DF/DF_165Fv 240OFb 1,800,000 E
<br />DESIGN LOADS:
<br />1, ROOF: 10
<br />PSF
<br />DL,
<br />25
<br />PSF
<br />LL,
<br />35
<br />PSF
<br />TL
<br />2. TILE ROOF: 20
<br />PSF
<br />DL,
<br />25
<br />P5F
<br />LL,
<br />45
<br />PSF
<br />TL
<br />3. FLOOR: 10
<br />PSF
<br />DL,
<br />40
<br />PSF
<br />LL,
<br />50
<br />PSF
<br />TL
<br />4. DECK: 10
<br />PSF
<br />DL,
<br />60
<br />PSF
<br />LL,
<br />70
<br />PSF
<br />TL
<br />5. CEILING: 5
<br />P5F
<br />DL,
<br />10
<br />PSF
<br />LL,
<br />15
<br />PSF
<br />TL
<br />SOIL EQUIVALENT FLUID PRESSURE:
<br />35 P5F
<br />ROOF TRUSSES:
<br />FRAMING:
<br />1. FIRE AND DRAFT STOPS SHALL SE INSTALLED TO CUT OFF OPENINGS, HORIZONTAL
<br />AND VERTICAL, BETWEEN FLOORS, ATTICS, ETC.
<br />2, NAILING SHALL COMPLY WITH LATERAL SPEC,
<br />3. FOUNDATION CRIPPLE WALLS SHALL DE FRAMED OF STUDS NOT LESS THAN THE
<br />STUD SIZE ABOVE AND BE MIN. LENGTH OF 14", OR FRAMED STUD BLOCKING.
<br />WALLS GREATER IN HEIGHT THAN 4' SHALL 5E FRAMED TO THE STUD 51ZE
<br />REQUIREMENT OF AN ADDITIONAL STORY.
<br />4. END BEARING OF WOOD MEMDER5 SHALL HAVE SUFFICIENT SEARING AREA
<br />BA5ED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN.
<br />5. PROVIDE SOLID BLOCKING OVER LOAD DEARING PARTITIONS, WALLS AND DEAMS.
<br />6. ANCHOR COLUMNS AND POSTS AT TOP AND BOTTOM WITH A POSITIVE AND
<br />DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES.
<br />7. ALL WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED, OR CEDAR.
<br />8. PROVIDE GUARDRAILS 36" H. MIN., WHEN DECK5 AND PORCHES ARE MORE THAN
<br />30" ABOVE GRADE, SPACE INTERMEDIATE SUPPORTS SO A SPHERE 4" 1N
<br />DIAMETER CANNOT FA55 THROUGH, TOP RAIL SHALL WITHSTAND A HORIZONTAL
<br />FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL.
<br />9, ATTACH J015TS TO FLUSH HEADERS OR DEAM5 WITH SIMPSON 'U' SERIES OR
<br />APPROVED EQUAL_
<br />HEATING:
<br />1. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING 70* F AT 3 FEET ABOVE
<br />FLOOR IN HABITABLE ROOMS WHEN OUTSIDE TEMP. 15 AS SHOWN IN SEC. 504
<br />W5EC.
<br />2. FUEL BURNING EQUIPEMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL
<br />OBTAIN COMBUSTION AIR FROM OUTDOORS PER SEC. R1006 & G2407 IKC
<br />3. EVERY APPLIANCE DESIGNED TO 5E VENTED SHALL 5E CONNECTED TO A
<br />VENTING SYSTEM COMPLYING WITH SEC. M1507, TABLE M1506.2, M1507.4, IRC
<br />4. DUCTWOKK THKU GARAGE/HOUSE WALL TO BE 26 GA. MIN.
<br />PLUMBING:
<br />1. PLUMBING SHALL CONFORM TO CURRENT PLUMDING CODE.
<br />2. WATER HAMMER ARRESTERS SHALL BE INSTALLED PER UPC 609.10
<br />/'--I A71kI/-.
<br />1. GLAZING SU5JECT TO HUMAN IMPACT SHALL COMPLY WITH CURRENT CODES
<br />LABEL GLASS TO SHOW COMPLIANCE. EXCEPTIONS INCLUDE GLAZING IN
<br />RAILINGS.
<br />2. SAFETY GLASS OR APPROVED EQUAL SHALL BE USED IN FOLLOWING:
<br />A. INGRESS/EGRESS DOORS
<br />B. DOORS AND ENCLOSURES OF TUBS AND SHOWERS, INCLUDING WINDOWS
<br />WITHIN 60" ABOVE DRAIN INLET.
<br />C. GLAZING WITHIN 15" OF FLOOR.
<br />D, GLAZING WITHIN 24" OF DOOR OPENING AND AL50 WITHIN 60" OF
<br />WALKING SURFACE.
<br />3. SKYLIGHTS SHALL MEET REQUIREMENTS OF CURRENT CODES AND SHALL 5E OF
<br />LAMINATED GLASS OR APPROVED EQUAL.
<br />WSEC:
<br />1. TRUSS DESIGN SHALL BE STAMPED BY A WASHINGTON STATE
<br />STRUCTURAL ENGINEER. EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP,
<br />MFG. PLANT, DESIGN LOAD AND MAX. SPACING. 1
<br />2. THE TRUSS LIVE LOADING SHALL BE PER IRC SEC. 501.5 AND TABLE 501.5. ESPECIALLY 11
<br />NOTING FOOTNOTES b AND g.
<br />3. SNOW LOADING SHALL BE PER WASHINGTON ASSOCIATION OF BUILDING OFFICIALS 1
<br />WHITE PAPER 8-2010, OR 5Y IRC SEC. 301.2.3 1
<br />4. THE TRUSS DESIGN SHALL BE PER IRC SEC. 502,11.1 1
<br />AND 502.10.2, ESPECIALLY INDICATING THE TRUSS
<br />DESIGN AND MNFG. SHALL SE PER ANSI/TPI 1,
<br />5. THE TRUSS TEMPORARY AND PERMANENT BRACING v-
<br />SHALL 5E PER IBC SE(-. Ping .11.9 AND 802.10.) AS WELL AS 1
<br />THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION.
<br />6. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS UNDER THE
<br />APPROVAL OF A DESIGN PROFESSIONAL AS INDICATED IN IRC SEC. 502.11.3 AND 802.10.4.
<br />2` 7. TRUSS DRAWINGS SHALL SE SUBMITTED TO THE SLDG. OFFICIAL WITH TRUSS SHIPMENT
<br />3' AND APPROVED PRIOR TO INSTALLATION, PER IRC SEC. 502.11.4 AND 802.10.1
<br />4' TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION:
<br />SLOPE OR DEPTH, SPAN AND SPACING. LOCATION OF ALL JOINTS.KEQUIRED BR EAING WIDTHS. 5'
<br />DESIGN LOADS AS APPLICABLE:
<br />TOP CHORD LIVE LOAD (AS PER SEC, K301.6,) TOP CHORD DEAD LOAD.
<br />50T. CHORD LIVE LOAD. DOT. CHORD DEAD LOAD. 6.
<br />CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION.
<br />CONTROLLING WIND AND EARTHQUAKE LOADS. 7
<br />ADJUSTMENTS TO LUMDER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE.
<br />EACH REACTION FORCE AND DIRECTION. JOINT CONNECTOR TYPE AND DESCRIPTION, SUCH AS
<br />SIZE, THICKNE55 OR GAGE, AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT
<br />WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE.
<br />LUMBER SIZE, SPECIES AND GRADE FOP, EACH MEMSEK. CONNECTION REQUIREMENTS FOP, TRU55-TO-GIRDER,
<br />TRUSS PLY -TO -PLY, FIELD SPLICES. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION FOP, LIVE
<br />AND TOTAL LOAD. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEM5ER5 TO ENABLE THE BUILDING 8
<br />DESIGNER TO DESIGN THE SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT CONTINUOUS LATERAL
<br />BRACING. FORCES SHALL 5E SHOWN ON THE TRUSS DRAWING OR ON SUPPLEMENTAL DOCUMENTS. REQUIRED
<br />PERMANENT TRUSS MEMBER BRACING LOCATION.
<br />INSULATE ATTIC AND CRAWL SPACE ACCESS DOORS, WEATHER STRIPPED AND
<br />INSULATED TO R VALUE OF SURROUNDING SURFACES.
<br />INSTALL INSULATION BAFFLES AT CEILINGS/ATTICS TO MAINTAIN 1" OF
<br />VENTILATION. EXTEND VERTICALLY 6 ABOVE SATT INSULATION AND 12"
<br />A50VE L005E FILL,
<br />ALL FACED INSULATION SHALL SE FACE STAPLED.
<br />PLACE FOUNDATION VENTS BELOW LOWER SURFACE OF FLOOR INSULATION.
<br />INSTALL VAPOR RETARDER ON WARM SIDE OF INSULATION IN FLOORS 13ETWEEN
<br />CONDITIONED AND UNCONDITIONED SPACES.
<br />INSTALL VAPOR SAKRIER AT ROOF/CEILING ASSEMBLY WHERE VENTILATION
<br />SPACE A50VE INSULATION IS LESS THAN 12" AVERAGE.
<br />INSTALL VAPOR RETARDER IN WALLS SEPARATING CONDITIONED AND
<br />UNCONDITIONED SPACES,
<br />LAY GROUND COVER OF 6 MIL: SLACK POLY OR APPROVED EQUAL WITHIN
<br />CRAWL SPACE. LAP JOINTS 12" MIN. AND EXTEND TO FOUNDATION WALL.
<br />EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS 15ETWEEN
<br />WALLS AND FOUNDATION, BETWEEN ROOF AND WALL PANELS, OPENINGS AT
<br />PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, ROOFS AND
<br />ALL OTHER OPENINGS IN BUILDING ENVELOPE SHALL BE SEALED, CAULKED,
<br />GASKETED OR WEATHER STRIPPED,
<br />D. INSULATE HEATING DUCTS IN UNCONDITIONED SPACES TO R8 MIN.
<br />INSULATE NON -CIRCULATING HOT AND COLD WATER PIPES IN UNCONDITIONED
<br />SPACES TO R3 MIN, COLD AND R4 MIN, HOT.
<br />2. PROVIDE SHOWERS & KITCHEN SINK WITH FLOW RESTRICTORS TO 1.75 GPM LIMIT.
<br />3. FOLLOW MIN, PRESCRIPTIVE REQUIREMENTS, WASHINGTON STATE ENERGY CODE.
<br />4. PROVIDE PERMANENT CERTIFICATE POSTED IN FURNACE ROOM LISTING
<br />INSULATION LEVELS OF CEILING, FLOORS & WALLS, WINDOWS & AIR LEAKAGE TESTING
<br />ENTILATION - M1507.3.4:
<br />EXHAUST FANS SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER GAUGE
<br />AS SPECIFIED IN TABLE M1507.3,3(1) IRC, MULTIPLIED 5Y THE FACTOR FROM
<br />TABLE M1507.3,3(2)
<br />EXHAUST FANS MUST DELIVER FLOWS AT .25" W.G. AND 1.0 5ONE5 MAX.
<br />BATH/UTILITY EXHAUST FANS MUST DELIVER 50 CFM MIN. AT .25" W.G., wl SWITCH OR TIMER
<br />KITCHEN EXHAUST FAN SHALL DELIVER 100 CFM MIN. AT .25" W.G., wl SWITCH OR TIMER
<br />ALL VENTILATION DUCTS SHALL TERMINATE OUTSIDE OF BUILDING. INSTALL
<br />BACK DRAFT DAMPERS IN SYSTEMS DESIGNED TO OPERATE INTEKMITTENLY.
<br />EXHAUST DUCTS IN UNCONDITIONED SPACES AND SUPPLY DUCTS IN
<br />CONDITIONED SPACES SHALL 5E INSULATED TO R4 MIN,
<br />CONTROLS SHALL 5E READILY ACCE55113LE TO OCCUPANT & OPERATE CONT, OR INTERMIT.
<br />PROVIDE OPERATING IN5TRUCTION5 TO OCCUPANT. OPERATE MIN. 1HR/4HR. INITIAL SET 0 50%.
<br />PROVIDE 24 HK CONTROL TIMER ON 100CFM FAN, OPERABLE AUTOMATICALLY.
<br />1.0 5ONE5 MAX., LOCATED IN EITHER MECHANICAL ROOM OR SATHKOOM
<br />24 HR TIMER TO BE READILY ACCESSIBLE & CAPABLE OF
<br />OPERATING THE WHOLE HOUSE FAN WITHOUT ENEKGIZING
<br />OTHER ENERGY -CONSUMING DEVICES. SET TIMER TO OPERATE
<br />AT LEAST 16 HOURS A DAY. AFFIXE A LABEL TO THE CONTROL STATING
<br />"WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)"
<br />PROVIDE EACH HA131TA13LE SPACE WITH OPEKASLE WINDOWS, MIN, 4 50. INCHES / 10 CFM REQ..
<br />OR HEATING SYSTEM TO BE DUCTED TO ALL HABITABLE ROOMS AND
<br />DOORS TO 5E UNDERCUT TO 1/2" MIN. ABOVE FLOORING.
<br />SCOPE OF WORK:
<br />AS INDICATED ON PLAN5:
<br />IDENTIFY ALL UNPERMITED WORK AND NOTE AS "NEW"
<br />DETAIL ALL NEW WORK TO CURRENT CODES
<br />WORK TO INCLUDE WALLS AT CARPORT, WALLS
<br />AT STORAGE AREAS AT NORTH WEST CORNER,
<br />CONVERT AREA BACK OF GARAGE TO CONDITIONED SPACE.
<br />DETAIL NEW AREA IN BEDROOM 3 TO CURRENT CODES.
<br />INDICATE REQUIRED SMOKE DETECTORS AND VENT FANS
<br />SITE ADDRESS:
<br />i ^ �
<br />APN_
<br />00692000005508
<br />LEGAL:
<br />5EVERLY ACREAGE TRACTS 13LK 000 D-08
<br />LOT 1 OF CITY EVE 5P NO 19-95 KEC AF
<br />N09512140029 & 9512145002 DEING
<br />FTN OF LOT 55 EX5T PLAT
<br />rig NNN
<br />SUKHJIVAN TAKHAR, KAUR VIRENDERPAL & MEHAR 13AS1
<br />12462 23RD AVE 5E
<br />EVERETT, WA 95208
<br />rdpjmllFqlAT@Tff_]rl4
<br />a
<br />THE BUILDING ADDRESS SHALL 13E POSTED
<br />IN SUCH A WAY AS TO 5E PLAINLY V15113LE AND LEGIDLE
<br />FROM THE STREET. THE ADDRESS SHALL BE POSTED
<br />PRIOR TO REQUESTING ANY INSPECTIONS.
<br />CLIMATIC & GEOLOGICAL INFORMATION:
<br />ROOF SNOW LOAD - 25 PSF, DEAD LOAD - 10 PSF
<br />WIND SPEED - V5-5EC = 110 MPH
<br />TOPOGRAPHIC EFFECTS: NO
<br />DIRECTIONALITY COEFFICIENT (KI) - 0.85
<br />Kzt - 1,000
<br />Zg - 1200.000
<br />a
<br />SEISMIC DESIGN CATEGORY - D2
<br />0.2 SEC. SPECTRA)_ RESPONSE ACC. - 55 = 135.1%
<br />1 SEC. SPECTRAL RESPONSE ACC. - 51 = 47.9%
<br />RESPONSE MODIFICATION FACTOR, R - 6.5
<br />DEFLECTION AMPLIFICATION FACTOR - 4
<br />LONG -PERIOD TKAN51TION PERIOD (SEC) 6
<br />SYSTEM OVERSTRENGTH FACTOR, 0 - 2.5
<br />WEATHERING MODERATE
<br />FROST LINE DEPTH - 18"
<br />TERMITE DECAY - SLIGHT TO MODERATE
<br />OUTSIDE DESIGN TEMP.
<br />ICE BARRIER UNDERLAYMENT REQUIRED - NO
<br />FLOOD HAZARDS - 1979
<br />AIR FREEZING INDEX - 175 DEG. F
<br />MEAN ANUAL TEMP. - 50.5 DEG F
<br />THE MNFG'S INSTALLATION INSTRUCTIONS SHALL
<br />BE AVAILA13LE ON THE JOB SITE AT THE TIME OF
<br />INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE.
<br />ALL WOOD IN CONTACT WITH CONCRETE SHALL
<br />BE PRESERVATIVE TREATED WOOD IN ACCORDANCE
<br />WITH AWPA U1 AND M4 STANDARDS.
<br />FASTENERS INSTALLED IN PRESERVATIVE AND FIRE
<br />RETARDANT TREATED WOOD SHALL BE HOT DIPPED
<br />ZINC -COATED GALVANIZED WITH A MINIMUM COATING
<br />WEIGHT COMPLYING WITH ASTM A 138.
<br />ENERGY CODE REQUIREMENTS - SEE ALSO COMPLIANCE WORKSHEET:
<br />ENERGY CREDITS:
<br />< 500 SF, 1.5 CREDITS + -1 NORMALIZATION
<br />TOTAL REQ. ENERGY CREDIT = 2.5 ( 2.5 -1.0 = 1.5 AS REQ.)
<br />WINDOWS TO BE U-0,30 MAX.
<br />DOORS TO BE U-0.30 MAX.
<br />GENERAL NOTES
<br />PERMITTED/NON-PERMITTED WORK
<br />PROPOSED FLOOR PLAN
<br />DETAILS, SECTIONS
<br />ROOF FRAMING
<br />ELEVATIONS
<br />FASTENING SCHEDULE
<br />WINDOW FLASHING
<br />SITE PLAN
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<br />A-1.0
<br />A-2.0
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<br />THESE DRAWINGS, SPECIFICATIONS AND OTHER
<br />DOCUMENTS AND ELECTRONIC DATA FURNISHED
<br />SPECIFICALLY FOR THIS PROJECT BY THE ARCHITECT
<br />ARE INSTRUMENTS OF SERVICE. THE ARCHITECT
<br />RETAINS ALL COMMON LAW. STATUTORY AND
<br />OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT
<br />IN THEM. THESE DRAWINGS, SPECIFICATIONS
<br />AND OTHER DOCUMENTS AND ELECTRONIC DATA
<br />SHALL NOT BE USED BY THEIR PURCHASERS (OR
<br />OTHERS) ON OTHER PROJECTS, FOR ADDITIONS TO
<br />THIS PROJECT. OR FOR COMPLETION OF TI-:IS
<br />PROJECT BY OTHERS. EXCEPT BY AGREEMENT
<br />IN WRITING AND WITH APPROPRIATE
<br />COMPENSATION TO THE ARCHITECT.
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<br />THESE DRAWINGS, SPECIFICATIONS AND OTHER
<br />DOCUMENTS AND ELECTRONIC DATA FURNISHED
<br />SPECIFICALLY FOR THIS PROJECT BY THE ARCHITECT
<br />ARE INSTRUMENTS OF SERVICE. THE ARCHITECT
<br />RETAINS ALL COMMON LAW. STATUTORY AND
<br />OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT
<br />IN THEM. THESE DRAWINGS, SPECIFICATIONS
<br />AND OTHER DOCUMENTS AND ELECTRONIC DATA
<br />SHALL NOT BE USED BY THEIR PURCHASERS (OR
<br />OTHERS) ON OTHER PROJECTS, FOR ADDITIONS TO
<br />THIS PROJECT. OR FOR COMPLETION OF TI-:IS
<br />PROJECT BY OTHERS. EXCEPT BY AGREEMENT
<br />IN WRITING AND WITH APPROPRIATE
<br />COMPENSATION TO THE ARCHITECT.
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