4703 GREELY ST 2023 Plans 2025-09-30

2��RDW DIT 00 6-ENERGY CRES 2018 Washington State Energy Code-Residential E`'S m a O rc a��str pt a Energy Code Compliance for All Climate Zones in Washington §��a�� Summary of Table R406.2 Hailing Fwl Normalization Descriptions Credits-select an User Not" ONE XI Options heath opt les (2 G p o 2 Meat pump` 1.0 � �oZo Table 406.3-Energy Credits(Single Family) 41'-b' 5'-6'•/- 8 y D 53 O y� Option Description Credits:SF 5 g O a$ 1.EFFICIENT BUILDING ENVELOPE OPTIONS 2p,_0• 21'-b' 2 p o q Cnly one option from Items 1.1 through 1.7 may be selected in this category, 7a g 7a Compliance Hith the coTduttive UA targets is demonstrated using Section R402.1.4,Total UA alternative,where 11- 8'-m' 12'-0' O 2 O w (Proposed UA/Target UAII>the required%UA reduction. 14XT SCREENED FDN ' o o z Prescriptive compliance is based on Table R402.1.1 with the following modifications: VENTS AT RIM JOIST Vertical fgnestradon U a 0.28 NT SF RI MIN Floof R-38 1.3 51ab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 under entire slab or U) Compliance based on Section R402.1.4.Reduce Me Total conductive UA by 5% T, Option Description OPT(n Oradltc Si (6)At E FTG WrrH O P 2,AIR LEAFAGE CONTROL AND ERICIENT VENTILATION OPTIONS Q rb)u EACH wqr r , p 7 m � Only one option from Items 2.1through 2.4 may be selected in this category. in TOP AND Boi Ie r ��Fi PoaT w/ I II`�-r U b Complance based on R402.4.1.2:Reduce the tested air leakage to 3.0 air lunges per hour ECCO66 5D625 I L- J Z saa d j�of I= AT TOP a BTM 1 LL N w mdldm Um al 50 P45UI5 w pp 36x36x1m FTG 4x6 POST m W/4 u 10 WAY 0 Cl0 22X30 CRAWL POST § - AGCEbS W.STRIP �] For 0.-2 Occupancies,optional compliance based on Section R402.4.1.2:Reduce the fated 'D AND INSULATE d air leakage to 0.3 chtsi maximum at 50 Pascals and l� O LOCATE INSULATE ATEREi b 5 All whole house ventilation requirements as determined by Section M15073 of the m p I Q W G international Residenb'ol Code or Section 403.8 of the Inteasacbnol Mechonk:ol Code shall a m c0 2.1 be met with a high efficiency fans)(maximum 0.35 watls/clm),not Interlocked with the 0.5 furnace fan(B present).Ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only I O z � mode. 2.12 LP2®16'O.C. M'F'I rUA p" To qualify to claim this crMit,the building permit drawings;shall 4-GONG SLAB W/6X6 W2.IXW2.1 WWM OVER 6 FLR JST W 07 .Y 3 specify the option being 9 2'SAND OVER b MIL VAPOR BARRIER v0 1-� O selected and the maximum tested buildingalr leakage,and shall show thequalifying ;� OVER 4' VERE,FREE VAPOR 4'-2' 6'- 5'-4' F-I `q to d ventilation system and its control sequence of operatlon. `t Si SLOPE TOWARDS GARAGE DOOR I y m Option Description Credits:SF S I SS I ___ _D UBL JST _ -__ _____ p ry k r - -_ 3.HIGH EFFIGENCY HVAC EQUIPMENT OPTIONS I I _-- - -- - -- - -- ----- 1�1 Only one option from Items 3.1 through 3.6 may be selected in this category. lee"! a 3,5' Air-source,centrally ducted heat pump with minimum HSPF of 11.0.' 1.5 I n I iV �rj O Option Description Credib:SIF S.EFFICIENT WATER HEATING OPTIONS Only one option from Rems 5.2 through 5,6 may be selected in this category.Item 5.1 may be combined wish any option. ddss Water heating system shall Include one of the following:Electric heat pump water heater 4x6 DF2 LT ZO CR,4WL SPACE meeting the standards for Tier III of NEEA's advanced water heating specification or POST I3 pa 6x6 DF•I P09T W/ Lru�O ECCO66 SDS1.5 S'MIN W/BLACK For R-2 Occupancy,electric heat pump water heater(z),meeting the standards for Tier III of I� `l POLY-i2'LAP i0 S.5 2.0 0O AT TOP,.4 BTM NEFA's advanced water heating specification,shall supply domestic hot water to all units.If 0 � a 36x36x1m FTG one water heater is serving more than one dwelling unit,all hot water supply and 0 aax48.12 FTG wiTu G w/a v EA war `" recirculation piping shall be Insulated with R-g minimum pipe inwlatlon.e ! rb>•4 EACH WAY H I 10 _. _ .. m TOP AND BOTTOM J Option Dtsaiptbn Credits:SF --- --------J 7,APPLIANCE PACKAGE OPTION _ ___ DBLE J97 -____ All of the}allowing appliances shall be new and installed In the dwelling unit and shall meet the following standards: Dishwasher Energy Star rated Refrigerator(if provided)-Energy Star rated 9 N 6 Washing machine-Energy Star rated v __ I u 71 Dryer-Energy Star rated,ventless dryer with minimum CEF rating of 5.2 0,5 m v9 0 2x12 HF2 16'O.fy. To quality to claim this credit,the buildinggs specify g 3 I- �Y LINO '' dy permit tlrawin shalis I the option being � I I `0 selected and shall show the appliance type and provide documentation of Energy Star 3030I2 FTG 3039112 FTG Compliance.At the time of inspeRlon,all appliances shall be Installed and connected to 3 utllitles.Dryer ducts and exterior dryer vent ups are not permitted to be installed in the h W/3+4 E.W. W/3 4 EID. b1 W p Z Z dwelling unit. J 4 Q I r bx6 HF9 C/�LUMN/POST 0 A K FULL Hi TO ROOF BEAM W J = a a Shearing Basic Decks LAND C066 5D525 AT TOP vg 0 Siding AND Ml i AT BOTTOM TYPICAL OF 3 PLACES .� Hold-down or SEE DETAIL 2/5.1 Flashing for Jgtension device L JFloor sheathingnailing weler6ghtneaa -�1wish 1 S00 if at 8"o.c.max)to olst PT 4X4 POI C 2X4 CLEATI 0 j Decking 2 e TOP TO 5 CCNN W/Y6) 22X30 CR WLJ 0 Oj capacity with hold-down. _ 16d AND A35 OR EQUAL MTL ACCESS W. TRIP > Deck joists 9 = ANCHOR a FTG ON 24x24x10 Pf 4x6 ST AND INSUL TE ,� 0 9 Approved joist hangers - CONC FTG W/3+4 EA WAY 36361 FTG LOCATE AS Q'D J _ TYPICAL W/4+11 E.W. Pressure treated 2x ledger 2"min. m p s m O O with fasteners per RC 12'-4' 3'-1 ry NOTE: ;� O i- PROVIDE S ASH BLOC Table R602.2.t r OR POST a POINT LOAD Deck Joist Holdown device min 750#capacity I 7 TYPICAL Floor joist at 4 location,evenly distributed along Floorjoiats I W r^ deck 8,within 2'of each end of the W V�J ledger.Hod-devices shell fully L O engage deck joist per hcldown manufacturer(slight offset allowed). 63 ~ 2x12 HF2 a l2"O.C. 2x12 H 2 o I6'O.G. A full threaded 3/8"diameter la screw `fl ,ss qD Option#1 y g Option#2 r P uNo sE FFrii 36"minimum high ard (Required for New Construction) Preddlled w/min 3"penebad, to center (Existing 46)At E FTG WITH :t 9 9of top plate,sNda,or header. ( 9 Construction Only) (6)•4 D ES WAY 6t1sting building with intermediate"'rails Basic Decks toe AND BOTTOM Spaced so that a sphere �q TYPICAL OF T PLACES W Flashing _ SEE DETAIL 2/83 Illr"'"`��FFe,444111111 4"in diameter cannot Note: Note: D-1, See detail pass through These details are applicable Holdo n devices are hat uiretl a s11 O W here goor'oists are parallel for decks lase thanhigh or 303012 FTG See detail to deckjoisrs. tree standing decks. W/3 U E.W. `9 m do for guardrail FBI l�jy I�1 post connection `=' m Decking i- Ledger Attachment for Lateral Loads Per IRC 502.2.2.3 x v / 1 S9cure ballusters J W F wllh(11#Bd wood l / screw ttop g bottom tfi'--ryl A 4x4 min,post Ya"sparing ^ace ry 518'0galvanizedm.b. O6'0"o.c.max"Typ r•aN )j (.L� recommended or threaded rod w/ L J V J W ^ Note: for drainage Knee braces are nuts a washers 7min I� FOI Contractor to field verify rfrom rated to t ncaf ICI adequacy of solid lumber post exceeds 48P q O 4'CONC SLA W/6X6 W2.IXW2.1 WIM OVER �✓ for ledger wnnectlon. ylminand5max 2'SAND OVER 6 MIL VAPOR BARRIER If an exit or egress from the ma OVER 4'C MP.FREE OR,4INING ROCK, aW/ axistin building passes Min.1800# Ix under gg e proposed deck,or it tension straps SLOPE+o I/4/FT AWAY FROM 6TRUGTURE there is an existing patio 4x4 posts min.w/ 1 Section A CO V jN under the proposed deck, 8'-0 max.height 518'0 gaivaniud ri cc w G' 6'-e"minimum clearance and 6.6 p or threaded rod w/ 4-�0f Asy/�j. must be maintained.Please for 8'-0"to B 2x8 min.blocking indicate openings in existing 10'-0"max.height nuts 8 washers g ae AO wall in elevation view. 2'ml^ (, �2xBk 7mh 2,Frsx iud5mar EXISTING PERIMETER FDN TO REMOVED AND RE-BUILT ALL NEW ��Si t9 438 Note: Manufactured post Cis Pier blocks mayybe base cast in footing 8'-0' 28'-m' yONAL substlMed for Tvpe A Note: footings. 3,000 psi concrete Use above details for guard connections or provide engineered Min.1800#tension straps 36'-0" �AN a 202� (no speaal des that shows Guards can resist a single conrxnirated load fhspealon required) of 200 Ibs applied in any direction at any point alongq the top and Section B Finished grade have attachment devices and supporting structure fo transfer this g load to ayyppropriate structural elements of the building per IBC O UN D A I I ON FLAN 1"clear sec 1807.7.1.1 IN (2)r ea.way,3" 'fear to bottom of O Guardrail Connection I/4•=r-m' tooting.Footing to bear on rils are required when the deck is more than 3 undisturbed than 0"above grade.) 7 40 Typical Deck Section eB"i' 4