|
Permit##: B2011-OC2
<br />Site Address: 7331E OLYMP0C DR
<br />GENERAL NOTES:
<br />1. CONSTRUCTION SHALL CONFORM TO 2015 IRC & 2015 WSEC .
<br />2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DATUMS PKIOK TO COMENCING
<br />WITH WORK AND 15 KE5PON515LE FOR THEIK ACCURACY,
<br />5. PROVIDE ONE-HOUK OCCUPANCY SEPARATION BETWEEN HOUSE AND GARAGE,
<br />5/0" DRYWALL, TAPED AND FINISHED, HOUSE ROOK FROM GARAGE SHALL BE 20
<br />MIN RATED, 1 315" MIN., SOLID CORE, 5ELF CLOSING W/ DRAFT CONTROL ASSEMBLY.
<br />4. PROTECT TUB/SHOWEK COMPARTMENTS WITH WATER RE515TENT 5ACKING TO A
<br />HEIGHT OF 72" ABOVE DRAIN INLET.
<br />5. MAINTAIN 6'-8" MIN. HEADROOM AT STAIRS, 1 1/2" TO 2" CKO55-SECTIONAL
<br />DIMEN51ON FOR HANDGKIP OF HANDRAIL, 34" TO 36" HEIGHT OF HANDRAIL,
<br />ABOVE STAIR NOSING INSTALL FIRE 5LOCKING AT MID 5TKINGEK SPAN AND AT
<br />WALL ALONG STRINGER. SHEATH WALL5 AND SOFFITS OF U5A5LE SPACE UNDER
<br />STAIRS WITH 5/8" GW5, TYPE "X„
<br />6. PROVIDE ATTIC VENTILATION OF ONE SQ. FT. FOR EVERY 500 5Q. FT. OF ATTIC
<br />AREA: 1/2 IN SOFFIT AND 1/2 IN ROOF, 3'-0" MIN. ABOVE PLATE LINE. PROVIDE
<br />VENTILATION TO EACH RAFTER SPACE.
<br />7. PROVIDE ATTIC ACCESS, 22" X 50" MIN., WHERE 30" MIN. HEADROOM.
<br />8. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY
<br />OF THESE DOCUMENTS, 5ITE CONDITIONS, PRODUCT AVAILA51LITY,
<br />ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO
<br />CONSTRUCTION AND FA5RICATION. ANY CHANGES OF, DEFICIENCIES
<br />ON OR TO THE PLANS MUST 5E TRANSMITTED TO WOODWAY HOMES
<br />FOR WRITTEN APPROVAL.
<br />9. INDICATED HARDWARE TO 5E SIMPSON PRODUCTS, OR EQUALS,
<br />10. THESE DRAWINGS ARE "A5-51JILT" DRAWINGS AND MAY NOT REFLECT
<br />EXACT MEASUREMENTS. CONTRACTORS AND SUBS TO FIELD VERIFY.
<br />FOUNDATION
<br />1. FOUNDATION DESIGN 13A5ED ON 501L BEARING CAPACITY OF 1500 P5F UNLESS
<br />OTHERWISE NOTED IN REGISTERED 50IL5 ENGINEER REPORT. ALL FOOTINGS
<br />SHALL BE PLACED ON FIRM, UNDISTURBED SOIL OR COMPACTED SOIL OF 1500 PSF
<br />MIN. SEARING CAPACITY.
<br />2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PREASURE TREATED.
<br />3. PROVIDE 18" MIN. CRAWL SPACE UNDER FLOOR JOISTS AND 12" MIN. UNDER 5EAM5
<br />4. INSTALL CRAWL SPACE ACCESS, 15" X 24" MIN.
<br />5. PROVIDE CRAWL SPACE VENTILATION OF ONE 5Q. FOOT PER 150 5Q. FOOT OF CRAWL SPACE
<br />6. MAINTAIN MIN. 6" CLEAR FROM GROUND & 2" FROM CONC. SLA55 TO TOP OF FNDN.
<br />CONCRETE
<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 BE 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 13AR5 IN ACCORDANCE WITH ASTM A616,
<br />2. REINFORCE SLABS AND 51DEWALLK5 WITH 6 x 6 10/10 WWM A5 KEQUIKED.
<br />5. CONCRETE COVER SHALL BE 3" MIN, FOP, CONCRETE CAST AGAINST AND
<br />PERMANENTLY EXPOSED TO EARTH. IRC R403.1.3.5.
<br />4 FOR CONCRETE EXPOSED TO EARTH OR WEATHER MIN COVER SHALL BE "
<br />r
<br />1. FIRE AND DRAFT 5TOP5 SHALL 5E INSTALLED TO CUT OFF OPENINGS, HORIZONTAL
<br />AND VERTICAL, 5ETWEEN FLOORS, ATTICS, ETC,
<br />2. NAILING SHALL COMPLY WITH LATERAL SPEC.
<br />3, FOUNDATION CRIPPLE WALLS SHALL 5E FRAMED OF STUDS NOT LE55 THAN THE
<br />STUD 51ZE A50VE AND BE MIN. LENGTH OF 14", OR FRAMED STUD BLOCKING.
<br />WALLS GREATER IN HEIGHT THAN 4' SHALL 5E FRAMED TO THE STUD SIZE
<br />REQUIREMENT OF AN ADDITIONAL STORY,
<br />4. END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT GEARING AREA
<br />5ASED ON ALLOWABLE VALUES FOR COMPRES5ION PERPINDICULAK TO GRAIN.
<br />5. PROVIDE SOLID BLOCKING OVER LOAD GEARING PARTITIONS, WALLS AND 5EAM5.
<br />6. ANCHOR COLUMNS AND POSTS AT TOP AND 130TTOM WITH A POSITIVE AND
<br />DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES.
<br />7. ALL WOOD EXPOSED TO THE WEATHER SHALL 5E PRESSURE TREATED, OR CEDAR.
<br />8. PROVIDE GUARDRAILS 36 H. MIN., WHEN DECKS AND PORCHES ARE MORE THAN
<br />50" ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS 5O A SPHERE 4" IN
<br />DIAMETER CANNOT PASS THROUGH. TOP RAIL SHALL WITHSTAND A HORIZONTAL
<br />FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL.
<br />9. ATTACH JOISTS TO FLUSH HEADERS OR 5EAM5 WITH SIMPSON 'U' SERIES OR
<br />APPROVED EQUAL..
<br />NEW
<br />1. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING 70" F AT 3 FEET ABOVE
<br />FLOOR IN HABITABLE ROOMS WHEN OUTSIDE TEMP. IS AS SHOWN IN SEC. 304
<br />W5EC.
<br />2. FUEL BURNING EQUIPEMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL
<br />OBTAIN COMBUSTION AIR FROM OUTDOOK5 PER SEC. K1006 & G2407 IRC
<br />3. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL 13E CONNECTED TO A
<br />VENTING SYSTEM COMPLYING WITH SEC. M1507, TABLE M1506.2, M1507.4, IRC
<br />4. DUCTWORK THRU GARAGE/HOUSE WALL TO BE 26 GA. MIN.
<br />PLUMBING:
<br />1. PLUMBING SHALL CONFORM TO CURRENT PLUMBING CODE.
<br />2. WATER HAMMER ARRESTERS SHALL BE INSTALLED PER UPC 609.10
<br />GLAZING:
<br />1. GLAZING 5UBJECT TO HUMAN IMPACT SHALL COMPLY WITH CURRENT CODES
<br />LABEL GLASS TO SHOW COMPLIANCE, EXCEPTIONS INCLUDE GLAZING IN
<br />RAILINGS.
<br />2. SAFETY GLA55 OF, APPROVED EQUAL SHALL BE USED IN FOLLOWING:
<br />A. INGRE55/EGRE55 DOORS
<br />B. DOOK5 AND ENCLOSURES OF TU55 AND SHOWERS, INCLUDING WINDOWS
<br />WITHIN 60" ABOVE DRAIN INLET,
<br />C. GLAZING WITHIN 10" OF FLOOR.
<br />D, GLAZING WITHIN 24" OF DOOR OPENING AND ALSO WITHIN 60" OF
<br />WALKING SURFACE.
<br />3. SKYLIGHTS SHALL MEET REQUIREMENTS OF CURRENT CODES AND SHALL BE OF
<br />LAMINATED GLA55 OR APPROVED EQUAL,
<br />1 1/2
<br />#5 13AK OR SMALLER, 2"FOR #6 BAR OR LARGER, IRC K405 1.3.5.3 FOR
<br />WSEC:
<br />LUMBER
<br />1. INSULATE ATTIC AND CRAWL SPACE ACCE55 DOORS, WEATHER STRIPPED AND
<br />INSULATED TO R VALUE OF SURROUNDING SURFACES,
<br />1, STUDS, JOISTS AND RAFTEKS: HEM -FIR #2, 5ASE VALUE 75Fv, 85OFb, 1,300,000 E
<br />2. INSTALL INSULATION 5AFFLE5 AT CEILING5/ATTICS TO MAINTAIN 1" OF
<br />2. BEAMS AND HEADERS: q" - DF #2, BA5E VALUE 95Fv®, 875Fb, 1,6009000E
<br />VENTILATION, EXTEND VERTICALLY 6" A501dIE SATT INSULATION AND 12"
<br />6" - OF #1, BA5E VALUE 85Fv, 135OFb, 1,600,00 E
<br />ABOVE LOOSE FILL.
<br />3. POSTS AND TIMBER: OF #1, 4-x__ 1450Fc, 1,700,00 E OF #1, 6x__ 1000Fc, 1,600,00 E
<br />3, ALL FACED INSULATION SHALL BE FACE 5TAPLED.
<br />4. GLUE LAMINATED TIMBER: 24F V4 DF/DF 165Fv 240OFb 1,800,000 E
<br />4. PLACE FOUNDATION VENTS BELOW LOWER SURFACE OF FLOOR INSULATION.
<br />5. INSTALL VAPOR RETARDER ON WARM SIDE OF INSULATION IN FLOORS 5ETWEEN
<br />DE51GN LOADS:
<br />CONDITIONED AND UNCONDITIONED SPACES.
<br />1. ROOF: 10 P5F DL, 25 P5F LL, 35 P5F TL
<br />6. INSTALL VAPOK 5ARKIEK AT ROOF/CEILING A55EM5LY WHERE VENTILATION
<br />SPACE A50VE INSULATION 15 LESS THAN 12" AVERAGE,
<br />2. TILE ROOF: 20 P5F DL, 25 P5F LL, 45 P5F TL
<br />7. INSTALL VAPOR RETARDER IN WALLS 5EPARATING CONDITIONED AND
<br />5, FLOOR: 10 PSF DL, 40 PSF LL, 50 P5F TL
<br />UNCONDITIONED SPACES.
<br />4. DECK: 10 P5F DL, 60 PSF LL, 70 PSF TL
<br />8. LAY GROUND COVER OF 6 MIL. BLACK POLY OR APPROVED EQUAL WITHIN
<br />5. CEILING: 5 1-5F DL, 10 PSF LL, 15 P5F TL
<br />CRAWL SPACE. LAP JOINTS 12" MIN. AND EXTEND TO FOUNDATION WALL,
<br />SOIL EQUIVALENT FLUID PRE55URE: 35 P5F
<br />9. EXTERIOR JOINT5 AROUND WINDOWS AND DOOR FRAMES, OPENINGS 5ETWEEN
<br />ROOF TRUSSES:
<br />WALL5 AND FOUNDATION, DETWEEN ROOF AND WALL PANELS, OPENINGS AT
<br />1. TRUSS DESIGN SHALL BE STAMPED BY A WASHINGTON STATE
<br />PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, ROOFS AND
<br />STRUCTURAL ENGINEER, EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP;
<br />ALL OTHER OPENINGS IN BUILDING ENVELOPE SHALL 5E SEALED, CAULKED,
<br />MFG. PLANT, DESIGN LOAD AND MAX, SPACING.
<br />GA5KETEO OF, WEATHER STRIPPED.
<br />2. THE TRUSS LIVE LOADING SHALL 5E PER IRC SEC. 501.5 AND TA5LE 301.5. ESPECIALLY
<br />NOTING FOOTNOTES AND
<br />10, INSULATE HEATING DUCTS IN UNCONDITIONED 5PACE5 TO K8 MIN,
<br />11. INSULATE NON -CIRCULATING HOT AND COLD WATER PIPE5 IN UNCONDITIONED
<br />b e.
<br />5. SNOW LOADING SHALL BE PER WASHINGTON ASSOCIATION OF BU➢LOING OFFICIALS
<br />SPACES TO K3 MIN. COLD AND K4 MIN. HOT.
<br />WHITE PAPER 8-2010, OF, 5Y IRC SEC, 301.2.3
<br />12. PROVIDE SHOWERS & KITCHEN SINK WITH FLOW KE5TKICTOR5 TO 1.75 GPM LIMIT.
<br />4, THE TRUSS DESIGN SHALL BE PER IRC SEC, 502.11.1
<br />15. FOLLOW MIN. PRESCRIPTIVE REQUIREMENTS, WASHINGTON STATE ENERGY CODE,
<br />AND 502.10.2, ESPECIALLY INDICATING THE TKU55
<br />14. PROVIDE PERMANENT CERTIFICATE P05TED IN FURNACE ROOM LISTING
<br />DESIGN AND MNFG. SHALL 5E PEP, ANS➢/TPWINDOWSINSULAT{ON
<br />LEVELS OF CEILING; FLOORS &WALLS,. WINDOWS &A1K LEAKAGE TESTING
<br />5. THE TRUS5 TEMPORARY AND PERMANENT BRACING
<br />VENTILATION - M1507.3.4:
<br />SHALL BE PER 15C SEC. 502.11.2 AND 802.10<5 AS WELL AS
<br />THE TRUSS PLATE IN5TITUTE'5 5UILDING COMPONENT SAFETY INFORMATION,
<br />1. EXHAUST FANS SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER GAUGE
<br />6. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS UNDER THE
<br />A5 SPECIFIED IN TABLE M1507.3.3(1) IRC, MULTIPLIED 5Y THE FACTOR FROM
<br />APPROVAL OF A DE51GN PROFESSIONAL AS INDICATED IN IRC SEC. 502,11.3 AND 802.10.4.
<br />TABLE M1507.3.3(2)
<br />7. TKU55 DRAWINGS SHALL 5E 5U5MITTED TO THE 5LDG, OFFICIAL WITH TRUSS SHIPMENT
<br />2. EXHAUST FANS MUST DELIVER FLOWS AT .25" W.G. AND 1.0 SONE5 MAX.
<br />AND APPROVED PRIOR TO INSTALLATION, PEK 2015 IRC SEC. 502.11.4 AND 502.10.1
<br />3, 5ATH/UTILITY EXHAUST FANS MUST DELIVER 50 CFM MIN. AT .25" W.G., w/ SWITCH OR TIMER
<br />TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION:
<br />4. KITCHEN EXHAUST FAN SHALL DELIVER 100 CFM MIN. AT .25" W.G., w/ SWITCH OR TIMER
<br />SLOPE OR DEPTH, SPAN AND SPACING, LOCATION OF ALL JOINT5.REQUIKED BEARING WIDTHS.
<br />5. ALL VENTILATION DUCTS SHALL TERMINATE OUTSIDE OF 5UILDING. INSTALL
<br />DESIGN LOADS AS APPLICA5LE:
<br />BACK DRAFT DAMPERS IN SY5TEM5 DESIGNED TO OPERATE INTERMITTENLY.
<br />TOP CHORD LIVE LOAD (A5 PER SEC. K301,6.) TOP CHORD DEAD LOAD.
<br />EXHAUST DUCTS IN UNCONDITIONED SPACES AND SUPPLY DUCTS IN
<br />DOT. CHORD LIVE LOAD. 30T, CHORD DEAD LOAD,
<br />CONDITIONED SPACES SHALL 5E INSULATED TO R4 MIN.
<br />CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION.
<br />6, CONTROLS SHALL 5E READILY ACCE5515LE TO OCCUPANT & OPERATE CONT, OF, INTERMIT,
<br />CONTROLLING WIND AND EARTHQUAKE LOADS.
<br />PROVIDE OPERATING IN5TRUCTIONS TO OCCUPANT, OPERATE MIN, 1HR/4HR. INITIAL SET a 50%.
<br />ADJUSTMENTS TO LUM5EK AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF U5Eo
<br />7. PROVIDE 24 HK CONTROL TIMER ON 1000FM FAN, OPEKA5LE AUTOMATICALLY.
<br />EACH REACTION FORCE AND DIRECTION, JOINT CONNECTOR TYPE AND DESCRIPTION, SUCH A5
<br />1.0 50NES MAX., LOCATED IN EITHER MECHANICAL ROOM OR 5ATHROOM
<br />SIZE, THICKNE55 OR GAGE, AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT
<br />24 HK TIMER TO 5E READILY ACCES515LE & CAPA5LE OF
<br />WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE.
<br />OPERATING THE WHOLE HOUSE FAN WITHOUT ENERGIZINGOTHER
<br />ENERGY -CONSUMING DEVICES, SET TIMER TO OPERATE
<br />LUM5ER SIZE, SPECIES AND GRADE FOP, EACH MEMBER. CONNECTION REQUIKEMENT5 FOP, TKU55-TO-GIRDER,
<br />TRU55 PLY -TO -PLY, FIELD SPLICES. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION
<br />AT LEAST 16 HOURS A DAY. AFFIXE A LABEL TO THE CONTROL STATING
<br />FOP, LIVE"
<br />AND TOTAL LOAD, MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS TO ENABLE THE
<br />WHOLE HOUSE VENTILATION (SEE OPERATING IN5TKUCTION5)"
<br />BUILDING8
<br />DESIGNER TO DESIGN THE SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT CONTINUOUS
<br />PROVIDE EACH HABITABLE SPACE WITH OPERABLE WINDOWS, MIN. 4 SQ. INCHES /
<br />LATERAL 10 CFM REQ..
<br />5RACING, FORCES SHALL [3E SHOWN ON THE TRUS5 DRAWING OR ON SUPPLEMENTAL DOCUMENTS.
<br />REQUIRED OR HEATING SYSTEM TO BE DUCTED TO ALL HABITABLE ROOMS AND
<br />PERMANENT TRUSS MEMBEK 5RACING LOCATION.
<br />DOORS TO BE UNDERCUT TO 1/2" MIN, ABOVE FLOORING.
<br />AS INDICATED ON PLANS:
<br />MOVE SEVERAL WALLS
<br />CONVERT BEDROOM INTO
<br />MA5TER 13EDROOM AND
<br />13ATH
<br />51TE ADDRESS:
<br />7331 OLYMPIC OR SE
<br />EVERETT, WA 98205
<br />APN:
<br />00394000004900
<br />LEGAL:
<br />DEVERLY PRK 15T ADDTN
<br />BLK 000 D-00-LOT 49
<br />OWNER:
<br />2019 WY 39 LLC
<br />104 104TH ST 5E
<br />EVERETT, WA 98203
<br />CONTRACTOR:
<br />2019 WY 39 LLC
<br />104 104TH ST 5E
<br />EVERETT, WA 95203
<br />425-519-0190
<br />MAR 0 5 2021
<br />CITY OF EVERE IT
<br />permit Services
<br />CITY OF EVERE 'l
<br />REV, lEEMED
<br />Additional Permits Are Required
<br />For This Iroject TO lnctude-
<br />tpIumblng Sprinkler
<br />jMecheniC N Guts AlaffM
<br />Elect c8t
<br />THE BUILDING ADDRESS 5HALL 13E P05TED
<br />IN SUCH A WAY AS TO BE PLAINLY VI5IBLE AND LEGIBLE
<br />FROM THE STREET. THE ADDRESS SHALL BE P05TED
<br />PRIOR TO REQUESTING ANY IN5PECTIONS.
<br />CLIMATIC & GEOLOGICAL INFORMATION:
<br />ROOF SNOW LOAD - 25 PSF, DEAD LOAD 10 PSF
<br />WIND SPEED - Vo-SEC = 110 MPH
<br />TOPOGRAPHIC EFFECTS: 5
<br />DIRECTIONALITY COEFFICIENT (KJ) - 0.85
<br />Kzt - 1.000
<br />Ze - 1200.000
<br />,,:�-7
<br />SEISMIC DESIGN CATEGORY - D2
<br />0.2 SEC, SPECTRAL RESPONSE ACC. 50 = 152.9%
<br />1 SEC. SPECTRAL RESPONSE ACC, - 51 = 47.1%
<br />RESPONSE MODIFICATION FACTOR, R - 6.5
<br />DEFLECTION AMPLIFICATION FACTOR - 4
<br />LONG -PERIOD TKAN51TION PERIOD (SEC) - 6
<br />SYSTEM OVER5TRENGTH FACTOR, 0 - 2.5
<br />WEATHERING MODERATE
<br />FROST LINE DEPTH - 18"
<br />TERMITE DECAY - SLIGHT TO MODERATE
<br />OUTSIDE DESIGN TEMP. - HEAT - 25 DEG F
<br />ICE 5AKKIEK UNDERLAYMENT REQUIRED - NO
<br />FLOOD HAZARDS - VARIES
<br />AIR FREEZING INDEX - 100-250
<br />MEAN ANUAL TEMP. - 50.5 DEG F
<br />THE MNFG'S INSTALLATION INSTRUCTIONS SHALL
<br />5E AVAILABLE ON THE JOB 5ITE AT THE TIME OF
<br />INSPECTION, FOP, THE IN5PECTOR'5 USE AND REFERENCE,
<br />ALL WOOD IN CONTACT WITH CONCRETE SHALL
<br />BE PRESERVATIVE TREATED WOOD IN ACCORDANCE
<br />WITH AWPA U1 AND MI4 STANDARDS,
<br />FA5TENER3 INSTALLED IN PRESERVATIVE AND FIRE
<br />RETARDANT TREATED WOOD SHALL 5E HOT DIPPED
<br />ZINC -COATED GALVANIZED WITH A MINIMUM COATING
<br />WEIGHT COMPLYING WITH A5TM A 138.
<br />APPROVED OR THE gSSUACrt OF
<br />PUBLIC WORKS, °� ��� �., tr°�° . ��,,,, HIRE
<br />8UPP ,t 10N, ,LE C TMCAL'L OR
<br />PLUMBING G PERM11T .
<br />Owner:
<br />20201VVY 39 LLC
<br />Tenant:
<br />[TenName1
<br />App. Date:
<br />1115/2020
<br />Prcpcsed Use:
<br />RESIDENTIAL ALTETIONS
<br />Description:
<br />MOVIE INTEMOR WALLS, ADD BATHROOM,
<br />RE -ROOF
<br />Reviewed By:
<br />Dated
<br />Office Set
<br />Joky Site Set Fire/Planning Set
<br />Y\' =w F'"i ��`„�,�i;'`' `g9'1 ,F i."if.✓'.
<br />WHERE WINDOWS ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE
<br />AND RESCUE OPENINGS, REPLACEMENT WINDOWS SHALL
<br />5E EXEMPT FROM THE MAXIMUM SILL HEIGHT REQUIREMENTS, AND MIN. OPENING
<br />AREAS, AS LONG AS THE REPLACEMENT WINDOW 15 NOT PART OF CHANGE OF OCCUPANCY
<br />ENERGY CODE REQUIREMENTS - SEE AL50 COMPLIANCE WORK5HEET:
<br />ENERGY CREDITS:
<br />WINDOWS•
<br />DOORS
<br />U
<br />w
<br />U
<br />cc
<br />0
<br />cc
<br />0
<br />c�
<br />W
<br />m
<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 />OTHER ON OTHER PROJECTS, FOR ADDITIONS TO
<br />THIS PROJECT, OR FOR COMPLETION OF THIS
<br />PROJECT BY OTHERS, EXCEPT BY AGREEMENT
<br />IN WRITING AND WITH APPROPRIATE
<br />COMPENSATION TO THE ARCHITECT.
<br />6417 REISTERED
<br />A �'HITEC
<br />DEAN C. DARIOTIS
<br />STATE OF WASHINGTON
<br />0
<br />0
<br />.N
<br />P
<br />0
<br />a
<br />o
<br />�
<br />CIO
<br />~U "'
<br />LU
<br />W
<br />p
<br />N
<br />U�
<br />0
<br />o�Q0
<br />CU
<br />o
<br />ir
<br />LLI
<br />o
<br />o CO
<br />Cc
<br />Z
<br />1
<br />�
<br />L
<br />LU
<br />6�II
<br />�1
<br />3 _I
<br />n
<br />1 .
<br />IM
<br />u
<br />L
<br />I _
<br />t
<br />I
<br />Page #
<br />
|