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4703 GREELY ST 2025-09-30
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4703 GREELY ST 2025-09-30
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9/30/2025 9:23:22 AM
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9/16/2025 12:07:26 PM
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GREELY ST
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4703
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i <br /> 6-ENERGY CREDUS <br /> 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington <br /> s �oE-m <br /> _��° <br /> Summary of Table R406.2 N � ¢o�§ <br /> Heating ,3C <br /> FuelNormaRsatlon Descriptions Credits-select ONE tions <br /> Options heating option User Notes <br /> 2 Heat pump` 1.0 �. _r_ ¢=z <br /> Table 406.3-Energy Credits(Single Family) <br /> z <br /> Option Description CnadiK SF <br /> 1.EFFICIENT BUILDING ENVELOPE OPTIONS 20'-� S'-6's/_ -_? <br /> CMy one option from Items 1.1 through L7 may be selected in this category. <br /> Compliance with the conductive UA targets is demonstrated using Section R402.1.4,Total UA altemathic where 11- 8'-0' <br /> IPfppOsed with <br /> UA)j>the required%UA reduction. 12'-0' o C D 3 <br /> MH <br /> Prescriptive compliance Ls cased on Table R402.1.1 with the following modifications: <br /> VMlal fenesvatlen U=0.2g14XJ SCREENED FDN m gi w Floor A 38 VENTS AT RIM JOIST 1.3 Slab on grade R•30 perimeter and under entire slab below grade slab R-10 perimeter and OS <br /> under entire slab or 3-5 a REQ <br /> Compliance based on.Section R402.1.4:Reduce the Total conductive UA by 5% --- - <br /> Option Descrlptlon OredNc 9 - 1 1 --- <br /> 2.AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS 0 48 418,12 G WITH -- <br /> Cnly one option from Items 2.1 through 2.4 may be selected in this category. rb)•4 E WAY W <br /> Compliance based on R402.4.1.2:Reduce the tested air leakage to 3A in TOP AND TTOrl <br /> 'air changes per hour J K N TO 6x6 ON POST W/ r I 1•--1 .'3 maximum at 50 Pa5U15 or I p ECCO66 SD625 i ILL L J J Ig N pKp AT TOP r BTM <br /> For R-2 Occupancies,optional compliance based on Section R402.4.1.2:Reduce the tested apo8 P2 °m m m j 36x36x10 FTG <br /> C W/4•4 EA WAY 0 0 22X30 CRAWL <br /> air leakage to 0.3 din/sf mcdmum at So Paswh and i U I 0 4CCE55 W.STRIP <br /> x AND INSULATE <br /> All whole ho de use ventilation requirements as determined by Section M15073 of the I J O p p `r ^q. a <br /> IntemGdonol Aesidental Code or Section 403.8 of the international Mechanical Co shall LOCATE AS REO'D <br /> ` I•• <br /> 2.1 be met with a high efficiency fan(s)(mardnerm 0.35 wAteyclbl),not Interlocked with the OS I i a I - 00 Q p A <br /> furnace fan(K present).Ventilation systems using a furnace including an ECM motor are <br /> allowed,provided that they are controlled to operate at low speed in ventilation only inmode. j O ¢ c <br /> Q 4'CONC SLAB W/6X6 W2,IXW2.1 WILM OVER R = <br /> To qualify to claim this um tU the building permit drawings shall specify the option being ,Y 2'SAND OVER 6 MIL VAPOR BARRIER I - H 2x10 HF2 0 16'O.C. z .3 <br /> selected and the maximum tested building air leakage,and shall show the qualifying ev �Q 4'COMP.FREE DRAINING ROCK, - FLR JST - <br /> 0 IC i I I OVER <br /> ventilation system and its control sequence of operation. v '? I Y SLOPE TOWARDS GARAGE DOOR I f7 p 'x 3-. _ .. - I 4,_2, 6�_ - Q rp - <br /> _.OPdon Ilnalptian _ _ ___Ored1t:SF _ I 5 4 <br /> 3.HIGH EFFICIENCY HVA[EQUIPMENT OPTIONS - - I BL JST _T IPL JbT DBL JST DBL JST- 0 n B QI y m E <br /> Only one option from Items 3.2 through 3.6 maybe selected in this category. I ____ [,W C <br /> Z k > <br /> - 3.5 r Air-source,centrally ducted heat pump with minimum HSPF of 11.0.' 1,5 I A I N J W U �" ¢ <br /> LL N a ea <br /> pawn Cl <br /> S�EFFIOENT WATER HEATING OPTIONS 0-4 <br /> t credl IF 1 I m l I w e W m <br /> Only one option from items 5.2 W 5.6 mi a o I a U <br /> ough may be selected in this category.item 5.1 may be combined with any option. I F m m <br /> Water heating system shall Include one of the following:Electric heat pump water heater CRAWL SPAGi=meeting the standards for Tier III Of NEEA's advanced water heating specification ar axb O <br /> P T ° i 18'MIN W/BLACK <br /> 5.5 For R-2 Occupancy,electric neat pump water heater(s),meeting the standards for 7kY III of 2 0 j J O g 6x6 DFn POST Iw POLY-12'LAP ;4.NEEA's advanced water heating specification,shall supply domestk hot water to all units.If S AT T�6 a e8M is, u I q nJ <br /> one water hearer Is serving more than one dwelling unit,all hot water supply and 0 aax4axO FTG wITH a a AT TCP14 FTG <br /> recirculation piping shall be insulated with R-8 minimum plot Insulation.s w/a.•a EA FTG CS N <br /> _. _ l6)•4 EACH WAY F <br /> Option Di wlptlon - .. CrWItr SF `n TOP AND IBOTTOM J I I LU �uGi_.. -- - - _ <br /> _ _ IL_ -------� �p <br /> 7.APPLIANCE PACKAGE OPTION -i - <br /> ___ __________ <br /> H�= <br /> AII of the wing Stang appliances shall be new and Installed In the dwelling unit and shall meet ----- <br /> - the folbwing suntlards: _ _-_-- <br /> Dishwasher-Energy Star rated - <br /> Refrigerator(ifprovided)-Energy Star rated p 2.10 HF2 a 16'O.C. m <br /> Washing machine-Energy Star rated s0 FLR JST TO MATCH EXIST I <br /> Dryer-Energy Sur rated,vemless d - u <br /> 7.1 W dryer with minimum CEF rating of 5.2 12, <br /> L-------_-J <br /> To qualify to claim this credit,the building permit drawings shall specify the option being Ut S 1 f --------L N N <br /> selected and shall show the appliance type and provide documentation of Energy Sur x m <br /> compliance.At the time of inspection,all appliances shall be Installed and connected to - N Z <br /> utilities.Dryer ducts and exterior dryer vent ups are not permitted to be installed in the 1 <br /> dwelling unit. LU <br /> ul N p J <br /> _- Z <br /> J <br /> 6x6 T T COLIA'BEAM I 0 I LL <br /> $heating FULL HT e,ROOF BEAM W <br /> Basic Decks CCO/ECCO66 8D525 AT TOP <br /> Siding AND MPB662 AT BOTTOM S <br /> +dv,- <br /> - TYPICAL OF 3 PLACES r <br /> Flashing for SEE DETAIL 2/53 I 0 <br /> oor sheathing nailing watertightness W <br /> b'o.c.(max)to joistL J ith hold-down. Decking , p �T 4X O ST /2X4 W/fE6 T 7Deck joists = 6dANDA35 OR EOIJAL MTL 22>130 CRAWLp, ANCHOR aFTG ON 24X24XI0 ACCESS W.STRIP n <br /> Approvedjoist hangars CONCFTGW/3.4EA WA7AND INSULATE QPressure treated 2x ledger ^n TYPICAL LL LOCATE AS REO'D J 1) O <br /> O 2"min. hwith fasteners ir- <br /> per l 2C 12'-4' 3'I 10' `{ NOTE: ■Table R502.2.1 � PROVIDE SQUASH BLOC-I N (}7 OR POST®POINT LOAD <br /> Floor joist Holdown tlevice min 750#caP-I W a[4 locations,evenly distributed along TYPICAL <br /> deck&1 within T of each and of the Flowjoists <br /> ledger.Haltlown devices shall fully EXISTING FLOOR -Q, <br /> engage deck joist per holdown J FRAMING,RIM JST <br /> manufacturer(slight offset allowed). 2 <br /> AND VENTS TO REMAIN z <br /> Option#1 A fully threaded 3/6"diameter lag screw 63 W <br /> 36"minimum high guard (Required for New Construction preddiled w/min 3"penetration to center Option#20.0 <br /> Existing building with intermediate rails Basic Decks ) of top plate,atuds,.,header. (Existing Construction Only) aSx-4 E FTG WITH 0 0 I s9 ,N 4 O <br /> rb)•a EACH wqr u) EXIST FDN FLR BM,--Lp v w C�' I E* <br /> Flashing spaced so that r sphere TOP AND BOTTOM POST AND FOOTING 1•.•I <br /> 4"in diameter Canna[ TYPICAL CF l PLACE6 <br /> See detail. P 9 Note: SEE DETAIL 2/53 <br /> ass through Note: � TO REMAIN <br /> These data a applipble Holdown devices a not reuuiretl = <br /> See detail to deck oorroists ara parallel for clacks less than 3'-0"higfl or <br /> for guardrail 1 is s. free standing decks. O W <br /> / Decking /_ poslconnecbon Ledger Attachment for Lateral Loads Per IRC 502.2.2.3 ° '9 N <br /> 1 I Secure ballusters r 7 Cl`0 <br /> / witir(1 0 wood N �D <br /> suety lop&bottom I 16 0 p IA 1 0 F"el Fr <br /> \ / Y"spacing --y bx4 min,post <br /> recommended \ I A 51a' r ga'vanizad m.b. @ 6'0"o.c.max.,Typ _ hale a <br /> Note: for drainage Knee braces are or threaded and w/ I a a W <br /> nuts&washers <br /> vJ W <br /> corrector to field verify required if distance T r Ymin W <br /> adequacy of solid lumber from grade to top of I I O <br /> for ledger connection. post exceeds 48" 4'CONC SLA W/6X6 W2JXW2.1 dALM OVER <br /> 2'/,'innandSmax <br /> Item exitor egress from the 16' 2'SAND O R 6 MIL VAPOR BARRIER may/ M <br /> existing building passes OVER 4'C P.FREE DRAINING RACK, <br /> under proposed deck,or g Min.1800# <br /> there is an existing patio 4x4.Posts in.w/ I tension straps SLOPE a I/4/FT AWAY FROM STRUCTURE W <br /> under the proposed deck, 8'-0 max.height 1 Section A V �y <br /> 6'-8"minimum clearance and 6x6 518'0galvanized m.b.must be maintained.Please for e'-0"tp B or threaded rod wl wall in <br /> openings in existing 10'-O'max.height nuts 8 washers 2x8 min.blocking <br /> wall in elevation view. <br /> Ymn <br /> 15 OTW <br /> co r <br /> 2x8 min.deck 2'mh � '4 AQ,OF wAa'y��',?• <br /> =*le loists&dms 2JPmin ad Srtax ® ee 00 <br /> Mfsnufasured pastYmm EXISTING PERIMETER FDN TO REMOVED AND RE-BUILT ALL NEW <br /> ba e p tin footingNote: 8 0 3,000 psi concrete Use above details for guard COnnebtions or provide engineered Min.ISOD#tension straps 3p g393� <br /> (no special des(ggn that shows Guards can resist a single concentrated load "'tsTEx <br /> nspectlon required) of 2001bs applied in any direction at any point orlonp the top and <br /> Finished grade have attachment devices and supporting structure fa transfer this Section B SPoNAL <br /> I"clear load to ayyppropdate structural elements of the building per IBC <br /> sec 1607.7.1.1 }}�� I I yI�`I}�) Ir tI�\I #f��'FLAN <br /> I 1 <br /> - t2)rm ea.way,3" w I O VF I `l�./ I Y i� I `l �aN 1 8 Z�24 <br /> dear to bottom of 1 Guardrail onnecti n I footing.Footing <br /> to bear on O(Guardrils are required When the deck is more I/4'•I'-0' <br /> I I I earth. bed3 <br /> Typical Deck Section earth. than 30"above grade.) <br /> 4 <br />
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