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Use Composition As halt Shin es pe r Bu ilding Package ag e Specification. e V f i ca ti on 2. . Maintain ad I:Virrott4":(71's ta nc e Q f12�M•n f rQ m .a n Y•Ro dga or Va l leY 3.Use 2Lavesof eton rofSwtheSSthan4-12rQQfp I tch 4. Us e Cor _a _Vent�Roof Ve nt n t or• equal u a I at . en tire t i r e. . Ridge g eA Area. a • 5Us e K _Lin e Con tinuous nuous Meta l . Gu tters. tt erS • • ��drainage s s e r rn! : toa Ti htline..::Y �� be connected gAPPROVAL shallFOR utsS 6. Downspouts MIT CHANGE WORK ... TO PERFORMING_ .. SUB ' ..:•PRIOR . '. dra inage. routed to on -site.. :. `, of oa•o c N>Iyco• ``3= = 1ae ., co • =C T 13 •O y •O N! •r O c 11* O L V N •O .r9 to O N E .'to x 7 ,�, U •- to d N y L w C 0 N 'O •E p d 72tU .Q :ow C'OC1)• =>>Elca�aNi°»3dca'a� �a ratoi0 tC UO= dQ.3 CUt dal .y+ . CUd.Qc O ��ola�rac.�'„lo y�ccaowaaEE�cEooi, a d co `�g c 3 T> a�x 0 mcot d o.QEEPV mto6 a) -y _c )cv.93 co.=v)_aco o 3rt.o (n O ..i cp., .ia � (� m0Eof..'"�c m o ate« - ' y w rnquEY..,a� �E� �om uWmO 7 o to o m ; t: ri o m .E m o. o m c ;� m�m to• c u 3 o o l.:,' E D • •5 07� o,b q E'� m. . y o c`y. E 1• . » � m� m t ° o oo�a� mrn-g E2 $m Eu,Emo ca3c0c m rn � m m q% a E c a °• , m c Yam$ mv`' m� o O«- • y am o c� m3v 030�2. St`jmro-y..xcE 41121 c • y m. x a m o CO' -' E y - c m U N O, tT C m 7 pa FF O A La- ry ay E mgv= • • _: o o m• m m t 5. ai m 9 o m3 •. ao a E v �ctv E c E " m t`i S a o A m ay lcpuLmo o 2 mmmE�.o1-0ce3x0tn.a•_som �cv_2aEE$t� occu$a; wg E • • Om c cg O E Es o° ,a m= ▪ ov aAoa EUa$1`EcacOicctytra - m S m ° Roo)qd 5. 71.72_"13:-7 76-.7(.. /. 2 a � XqFtPerl5osqFt ti onR9 0 2 C' e S IRC THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION Plan Name . 1939 Druid's Glen Sheet Number • Downspouts NOTE: To ensure plumbing access for fixtures, LAYOUT Floor joist per PLAN, NOTE: Foundation Contractor to Verify Vent Placement co d IP sox aio�a 19'-6 1/2" 2x4 Pony Wall over 6" x 12" Continuous Concrete Footing. See Detail on Sheet 6. I 1I fl I Enlarge Footing to 18x24 min to support furnace Foundation & Main Floor Framing Plan Scale: 1/4" =1 Foot 32'-0" Feu Dor, M0 S'. 4� . 41. 4i. 43 49.. `16. 48. 49. So Sr. 5 z . 53 . S'{-b SS.SQ? •S�- S13. 55, & o . 8, . `lb • 74'-0" A continuous foundation is required around the enUn perimeter of - he-sthcC r: Pre -Engineered / Pre -Manufactured Floor Joists (9-1/2"' BC' 400" I -Joist) @ 19.2" o.c. Brace and 54A Block per Manufacturer's Specifications. Glue and Nail 3/4" T&T Floor Sheathing with Aprooved f FG. Construction Adhesive and 8d @ 6" o.c. Panel Edges and 12" o.c. Intermediates. Use Double I -Joist @ BP Walls above. If Hung Joist System is used, See Detail on this sheet. A continuous foundation Is required around the? ant rot perimeter of the atrtrature 54'-5 1/2" 6 mil. Black Polyethylene over entire crawl space area as Vapor Barrier: Lap 12" min. Crawl - Space Ventilation Is calculated at 1sf of ventilation for every 150 sf of ventilated are This crawl space requires 12.66sf of ventilation. Buckout for Area Access ENT T .S� Dundation Notes: Single Sto la` Plans include __w--TM.- pups €ri engineering documents that mug remain attached to approvo4 plant If "Hung Joist' Floor System is used, use "Simpson" ITT2.06/9.5 Hangers at end of each I -Joist. If Double I -Joist, use "Simpson" ITTLBV4.12/9.5. See Building Sections and Details Sheet within :this set for. Details a Callouts for Foundation and Wall to:Foundation connectivity.. NI RENT H1QOd WTAT CODES Single Story Perimeter.,Foundation that will support.a 2x6 .:Framed Stud Wall shall consist of a 12"x 6"..Min. Continuous Concrete Footing .wl (1.) •#4` GE S Mlfi b,N 5 FOR APPFiOVA continuous Rebar. Overlapping .bars shall. be.24" min. I Corner bars shai�jRioifia��FpRM,NGVv�Ri� be 24" @ each leg. Tie all bars securly with=. wire: ties, (2) min. per splice. Garaggsupport a Single Story 2x4 Framed Stud WallHESEPLAN$MusONTHEJOB SITE.- . . • _ . :. - . .. ..:. shall ; consist of a:12 x , 6 Mina• Continuous Concrete Footing .: w/ (1)` #4 FOR INSPECTION. continuous Rebar. Overlapping bars shall be. 24"...min.'. Corner.bar.s -shall be 24" @ each leg. Tie all bars securly with wire ties, (2) minper splice. Foundation Stem Walls for a Single Story Bearing Walls shall consist of a 24" Tall x 6" Wide Stem Wall w/ (1) #4 continuous :Rebar. :.Overlapping bars shall be 24" min. Corner bars shall be 24" @ each leg. Tie all bars securly with wire ties, (2) minper splice. All Continuous Concrete Footings for Exterior Bearing Walls that incorporate a Concrete Stem Wall shall have #4 Vertical Rebar with hook spaced @ 48" o.c. (NOT WET SET). d • co O c1 C T° W H'o . o,a a • c m m - 0 O t0 0 O N> 6 Foco o'e 'a ..., oy a°ao�d:�o + i�0 . . °aia= 3�E Ea0o c tum vO a cCTo�C3 'Emu adc gm1��.H6,y ia vdMawdata$ 0C� H" � � y�a,°vw EEo: o a yyd Ca a)>=o 03E5ao 3Zdm C 0 C N N L lC T o.ECNdCN..AdO •D '.Cc_N maC7 A '73 = L. O o ":3d OC 13 O > CD 0 a. N a) a) a) s cn ai t a>. i g c:vP o 73 E�m�.c o.m�'�o °o° E E° rn o a c ::::;: :::mraccOO1COI°,2��C�° Eo AOofm C�llog w�� ,�.00°° :� OmCH�N13 Fo- O 0 C 0NOOl Woa °o°A'E� • m „�°. og °c°o39�°03�,E�tCtCaa3 .Z`m EO1iiO 01ji pp�ci ° -ocE8t mrnsi . ElFI�7vi o 'E t oC°N.. O ° . 'C o 9 m O ("511 I .05 2, E 3 0I a e N i E$ o v g g m m 0 i 4m=E= 0osf'3€ ij 0 00 5 o: 0 C , O 72 C 12 °:g 1.li a ° m i. a'N i Eci2 5c9e Ea -6 mc0ca �13 9�°TuM m _ UX' m � v gp _E q ° c n qt° oc �°z . ctmE=2. a:m IS o ° 0 O m N �n�a� cc Omv.�aom ym i o os$cui rn'Emau�.° .gym E N v a? m e rnZ H 1gpO�s E9m5�;% ;'a E C N c m Em2 m 1°3 b n m o,3a o€ c° c c a 1 1i= n 8 °° o 1 e °� g e O R 9 N 1- W 12 W& o n c cC° O. Plan Name 1939 Druid's Glen Sheet Number 'Note: Some Options may show cn your set of plans that are not included or a part f your Construction Contract with Reality Homes, Inc. Garage Notes 1. Garage walls, columns, and ceilings adjacent to or under dwelling areas shall have materials approved for 1 Hour fire resistive construction. 2. Air ducts passing through one -hour fire resistive construction shall be a minimum of 26-gauge steel. 3. All electrical. switch plates and boxcovers in the garage shall be metal and lights with boxes behind them shall not be plastic. 4. All piping passing through one -hour fire resistive construction shall be metal. 5. Air ducts and or Piping supported by structural members that are required to be fire protected shall be installed after the sheetrock has been applied. Ducts and or Piping may be enclosed within a soffit that has the same degree of fire protection required for the structural :.members that it attaches to. Framing members for the soffit shall not exceed 16" on center. 6. blather heater shall have a relief valve drain line to the outside of the building. Framing Notes: 7' 3" 19'-6 112" 5' 0" 7' 3 1/2" 5.-11" 4'-013/16" \ 12'-6 9/16" 74'-0" 5'-0" 5040 HS \3' 513116" 3'-10 1/4" "- 50610 SGD 5' 2" H.d Pump co C) N Roof Trusses shall be Pre-Engineered/Pre-Manufactures Wood Trusses spaced at 24" o.c. Flat ceiling trusses over entire area with the exception of Scissor Truss over Living and Dining areas. Note Line of soffit on Floor Plan. Install "Simpson" H2.5 or H1 at each end of every truss. All clips shall be fully nailed. with 'N10' nails per mfr. direction. All Trusses shall be installed and braced according to the Manufacturer's instructions. Design calculations shall be kept with the Building Permit and shall be made readily available to the Building Inspector at the time of inspection. All Permit documents shall be kept in a waterproof enclosure for the duration of the ro 'ect. p 1 Outlooks shall be 2x4 spaced at 48" o.c. @ each Gable End. Attic Ventilation shall be in accordance to Section R806 of the 2003 IRC. Exception p on applied due to use of continuous Ridge ' Vent ("Core -Vent"). Exception rate of ventilation per s.f.=1/300, or 1 s.f. of ventilation per 300 s.f of Attic Space. Roof Sheathing Nailing shall be at 8d @ 6" o.c. Panel Edges and 12" o.c. Intermediates. Wall Sheathing Nailing shall be at 8d @ 6" o.c. Panel Edges and g12" o.c.@ Intermediates, U.N.O. (See Panel Details for additional information.) n.) All Window and Door Headers at Exterior Walls shall be 6x8 DF#2 U.N.O. All door headers at interior bearing walls shall 4x8 DF #2 U.N.O. All Blockina 0 Roof Trusses exposed to the exterior shall be screened ned "Bird Block". 6x 8DF#2 Type X Sheetrock on warm walls. 19'-3" 19'-3" 2468 II li II J7 2668 4" Bollard for Crash Protection Strap WH to studs at third 20 Min. wl self closing hinges Fl(tq poo'P- 31'-5" 10'-4" N' 5' 0" 50610 SGD 5' 3 1 /4" 16'-3 9/16" 4' 0" 4036 HS Garden Window. C N N 2068 6' 3" 2' 0 2668 r LI 6x 8DF#2 12'-3 1/16" 6068 u) 14'-1 1/16" 2 � 7 co co co 11'-8 9/16" 6x 8DF#2� Type X Sheetrock on warm walls. 4x12DF#2 3'-0" \ \ 16070 OHD 16'-0" Main Floor Plan 32'-0" Scale: 1/4" =1 Foot \ 4x12OF#2 8070 OHD 8' 0" 6x 8DF#2 (Vaulted Ceiling) 7'-0 5/16" 9'-41 /2" D!W 14'-9 1/2" 6x2 Skylight N N. • N" N • 6x 8DF#2 °Jl°1 (Vaulted Ceiling) (Vaulted Ceiling) 6x10OF#2 5040 HS 5' 0" 8' 11 1/16" N N 3' 0" N" 2' 6" 1/2'^ 6050 Pic \ 6' 0" 10'-8" -10 11 6x 8DF#2 3068 3i �N_ 3068, .2268,' 4' 0" 4' 1" N / \ �— 4' 1" • co cp 0 co 132" (VI etell:erL 8'-11" A-I.1" 2668 6x10DF#2 7.. 3' 0" \(r 34 ® 36 (�CvER'Se... 4'-41127_23' , 3'-7112" \ 6040 HS': WINDOW SCHEDULE QTY FLOOR SIZE DESCRIPTION 1 1 ' 4036 RIGHT SLIDING 2 . 1 5040 RIGHT SLIDING 1 1 6040 RIGHT SLIDING 1 1 . 6050 FIXED GLASS 2 1 50610 EXT. SLIDER -GLASS 3 2 1220 14X24 VERT Glazing Sq.Ft. Ext. Door Sq.R. Total Glazing Sq.Ft. divided by Heated Living Space Glazing Percentage 6' 0" 13'-7 1/2" 4' 0" Plans inclUaempages of engineeringocuentsthat must ai1 attached to approved plans ?.p&.I.: AD b 2.E s 11- f p r cv E O p I r S THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION CiiiaINGES SUBMIT CHANGES FORMING WORK` PRIOR TO PER 2sq,• t �URREN'MEET ALL, MUST WASHINGTON STATE COD TE xL c >.c'-T1•'- d CO 0 0) c W t0 c W O .O+ 0 i9 3'c p .a oar p y •7 yp :c0C NO ctog a1:1 -N O Uw0c pE .0 TC -6 d oO •p:rpn�7 No ON >WOC c �e . a01 .c,-d� o d ;14=� c 3 c L L 61 O l0 w .° as E E d m c E d o w 0> O 01 �L1` y�.2112 E o rnpp' 6p �,Ep_S =cn2'cot o �.0 Plan Name 1939 Druid's. Glen Sheet Number i0f 5 a® rin • C •_ •