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2080A PlanRIGHT ELEVATION REAR ELEVATION Note: House numbers to be visible and legible from roadway fronting the house. 5/q.�'xg" FASGA J LEFT ELEVATION FRONT ELEVATION A %4,q _._ y riFILL � HpQt� HIP t� 11SE S u m i� PUGET SOUND >la� t98.i HOME DESIGN 930872 no Avenue East PUYALLUP, WASHINGTON 91371 - 35184&8921 puaebo rafhomar�sion�atr,mail cam PR03ECT: Freestone Companies 6820 20"' Street East Suite A Fife, Wa 98424 253- 896 -1300 PLAN 2030 Date: 4 Q-vi[, Permit: Revisions: SHEET NUMBER Al —Q MAY 13 2013 BY:_ ---- REAR ELEVATION Note: House numbers to be visible and legible from roadway fronting the house. LEFT ELEVATION A'0)114< l. FRONT ELE VAT I ON B ter. GurnS({ Date: 4 -2oio Permit: Revisions: SHEET AI-b 'Jy VLAN 2080 Freestone Companies 6820 20th Street East Suite A Fife, Wa 98424 O ADD CS116 RIM TO RIM !J2 ADD (4) A35 RIM TO WALL TOP PLATE _ 03, ADD CS16 BEAM TO WALL TOP PLATE ® EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL 8 QS ADD (3) A35 TO CORNER, SEE DETAIL C © A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE STHD1 OR.1 HOLDOWN, SEE DETAIL D O7 A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE STH010 HOLDOWN, SEE DETAIL E NOTE: ALL EXTERIOR WALLS TO BE SW -6 U.N.O. MAIN FLOOR SHEAR WALLS 3 a "TAIL � SCALE 5/4" (DOOR DOOR (2) ROWS 2 "o.c. ALL TO WINDOW / DOOR HEADER WINDOW / DOOR FRAMING PROVIDE 2x BLOGKIN6 BEHIND G516 STRAP (TYP) ADD G5lb STRAP FULL WIDTH OF SHEAR MALL PLUS I6" END LENGTH. (TYP) 0 m �a m -1116" O56• (LCCf .`IWA 2x MANUP. TRU55E5 OR 2x12 RAFTERS PER ROOFING PLAN R -38 FY5JER6LA55 $ATT INSULATION (R -50 INEk LATION FOR VAULTED CEILiN65) C50.i SF r. -Pia P, " PLYWOOD SUBFLOOIR GAP MIN. BETWEEN SHEET%. 6LUE AND NAIL TO FLOOR JOISTS'. FLOOR J015T5 PER PLAN. w d d PROVIDE FLA5HIN6 0 ALL WINDOA 4 O IL DOOR OPENINGS PER IRG'i05.b F H O 0 F z � T J" 055 HALL SHEATHIN* (OR TI -11 SHEATHING) 2x6 STUDS s W'o.o. R -21 INSULATION }" 6NB PROVIDE FLASHING a ALL ACCENT TRIM 50ARD5 PER IRC1109.Zr (TYP) GRAAL SPACE INSULATjON TO BE R-30 FISER&LA55 BATT. 2 x PRESSURE TREATED IL TO MATCH FRAMING ll #4 BARS HORIZ. WITHIN 12" OF THE TOP W/ MAX NT OF 4'42" _ 1 5/5" ANCHOR BOLTS W/ 3"x5 "x114" MASHERS a 51o.c. ICI I=1L + (1) 12" FROM EACH PLATE END. (UNLESS NOTED OTHERWISE 4" VIA ROOF DRAIN TYP. (I —I 04 HOOK BAR6 VERT • *oz, TYP.. I— I —I I II I I (2) 04 5AR6 5CTTOM. 1 1 I�r 6 MIL BLACK YISqUEEN VAPOR HARRIET !41; air — III -111_1 n 1IZIilI � I I��I�� I I. TYPICAL AAL.L SECTION M I -.1 'P N Date: $' 2010 Permit: Revisions: SWEET NUMBER Az PLAN 2080 C-OMP051TIO ROOFING ,ON #15 ROOFING v0 9 BATH Freestone Companies 6820 20th Street East Suite A- Fife, We 98424 253 -896 -1300 o PAPER - -- - vyL1 INSULATION BAFFLE I" C1LR. W o w CL. d Ih" GMe CEILING 0. So ti t8. HEADER PER PLAN W O Sldl PROVIDE FLASHING ® ALL MINDOA 4 4-Piece BATH DOOR OPENINGS PER IRG103.5 r- � J a MAIN FLOOR AREA - 1241 SF � 4 EA K SAP GLAZING AREA 0 SF252 SF GLAZING PERCENTAGE 2 -/+ w a x u_ m C ®D AINDON PER PLAN " PLYWOOD SUBFLOOIR GAP MIN. BETWEEN SHEET%. 6LUE AND NAIL TO FLOOR JOISTS'. FLOOR J015T5 PER PLAN. w d d PROVIDE FLA5HIN6 0 ALL WINDOA 4 O IL DOOR OPENINGS PER IRG'i05.b F H O 0 F z � T J" 055 HALL SHEATHIN* (OR TI -11 SHEATHING) 2x6 STUDS s W'o.o. R -21 INSULATION }" 6NB PROVIDE FLASHING a ALL ACCENT TRIM 50ARD5 PER IRC1109.Zr (TYP) GRAAL SPACE INSULATjON TO BE R-30 FISER&LA55 BATT. 2 x PRESSURE TREATED IL TO MATCH FRAMING ll #4 BARS HORIZ. WITHIN 12" OF THE TOP W/ MAX NT OF 4'42" _ 1 5/5" ANCHOR BOLTS W/ 3"x5 "x114" MASHERS a 51o.c. ICI I=1L + (1) 12" FROM EACH PLATE END. (UNLESS NOTED OTHERWISE 4" VIA ROOF DRAIN TYP. (I —I 04 HOOK BAR6 VERT • *oz, TYP.. I— I —I I II I I (2) 04 5AR6 5CTTOM. 1 1 I�r 6 MIL BLACK YISqUEEN VAPOR HARRIET !41; air — III -111_1 n 1IZIilI � I I��I�� I I. TYPICAL AAL.L SECTION M I -.1 'P N 4TNVlof!j (f5) KEO'0 OPT (2) 2 o21r N 3 v! 4040 xo o6S y (,Tw) Tu6 5050 AD 1;5rosr�7 M.BEDROOM a& PHT 30 "X22" CRAWL SPACE ACCESS , J y I Fla+. ff MAIN FLOOR PL.M NOTES 1. WINDOW 51ZE-5 4 ROUGH OPENIN65 TO BE VERIFIED BY CONTRACTOR. 2. NINDON HEADER TIGHT TO TOP PLATE N.N.0) ALL HEADERS TO BE DF #2. 5. EXTERIOR WALLS TO BE 2x6 STUDS AT 16" O.G., INTERIOR HALLS TO Be 2X4 BTUDS AT 16" O.C•, ALL HDR 4x OF #2. U.N.O. (TYP EXTERIOR GARAGE WALLS TO BE 2x4 5TUD5 0 I6 "o.c) U.N.O. 4. FIREBLOCK ALL PLUMBIN& PENETRATIONS AND STAIR RUNS PER IRC SEC. R602.fl 5. SAFETY 6LAZIN& AS PER IRG SEC. 316.4 6. ALL WOOD IN CONTACT WITH CONCRE'/E. TO BE PREE TREATED. ALL CONNECTORS 4 FASTENERS FOR PRE55URE TREATED WOOD TO BE HOT- DIPPED &;ALVANIZED STEEL OR EQUIVALENT PER I.R.C. R51or.3. (TYP) -!. TOP OF HANDRAILS SHALL BE PLACED AT 54" MIN. 56" MAX. ABOVE THE N051N6 OF TREADS 4 LANDIN65 HANDRAILS SHALL BE CONTINUOUS THE FLLL LENGTH OF THE STAIRS. THE HAND &RIP PORTIION SHALL NOT BE LE55 THAN 14" NOR MORE THAN 2" IN GR055- 5ECTIONAL DIMENSION. PROVIDE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTIN6 FROM A WALL SHALL HAVE A SPACE NO) LE55 THAN 11" BETWEEN THE WALL AND' THE HANDRAIL. PER IRC 85115.4 a. PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO DEAR iU.L. OR I.G.B.O. SEAL OF APPROVAL AND YO BE INSTALLED PER MANUFACTURER'S SPECIFICATION. 11 " SMOKE DETECTOR OIIO W/ GATT BACKUP. INTERCONNECTED 12°x I o" PATIO i Gny fP �� 2 R CL III -i�l ! CL� ,.J SNbI VIN1�. 2 i/? 60 219 CFm o 1\1z 0'O 42 "x36" CONCRE LANDING WITH 12" TREAD GREAT RM C"F*r W )v nor ✓A,4 F..i,.wA -roIJ OA. /I IOII J• r� w�+w I pI1oV /9'r v cA tai➢ NOOK RA,�o ��vEr ua F •'� 6 O o (0 5 1-3/8" min solid core wood, eel or 20 min firt rated do - s Imic strap WH-- c'b,.w.w.n 2006 UPC Sec 508.2 (,° o'- a° 3=2 �� -46 �PROVIDECOMBUSTIONAIR 2 m ®wot. TO ALL GAS FIRED GARAGE yx� APPLIANCES PER M1702 & M1703 O ex6 >'*!� waw Appliances to be 18" min CAaref 3 ��ol3! Above garage floor to Burner or switches 3 OPT. (oxV GARAGE ENTR`f I I (¢)Z +wwe pw0o 7. GARAGE Pn^' ° 0Fr_ b' 1 B aPr ,N DINING /Dwr 1 op r e I LM.{+BY o4V (aD I I IIpp�K I fl.. .3/0 �rouWe..(1) layer 'W GWB -along all "Warm" Walls hnd (1) Layer 5/8" Type X GWB on Ceilings. '/2" GWEI 5 — 4 Required on all walls support ng a second story 53'xlz' low 0 per IRC Sec R309.2� °1TH010 TyP. I ' J \ ?7 3 3%8 "x 9" 6 L (4) CZE.oIp s Zx4 WALL. %s " 11 •�" • • • • • e5S^ ;oen • • GnRAt+E '! 7 7 $W_g 51.,1 -y 505Okp 6w -9 MAIN FLOOR 11.41 2 L-w1NC, %4" -( -0.. y2o C cm?AA6 y046Xo WELDER CONSULTING ENGINEERS, P.C. 219258T PLACE WEST BOTHELL, WA 98021 (425) 488.9866 ENGINEER REVIEW THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY Weller on i ears PC. Job I f2- ft Date '1" /rr4/lo Void if not wet stamped NOTE, NOS. THE N054WO WILL NOT LE-55 E L16HT SAITCHIN6 a TOP 4 BOTTOM THAN J" BUT NOT MORE TAIR RUN PER IRC 8303.6.1 THAN 14" SHALL BE O PROVIDED ON STAIRWAYS CONT. HANDRAIL PER WITH SOLID R15ER5: PER IRC SEC. 311.5.6 IRC RNI,533 z (� O L � � n w " MIN >_ IY THE F 2X4 FIRE BLOCKING r _ MIDPOINT OF EACH RUN n (5) 2X12 STRIN&ERS Walt TYPE "X" 6.W.B. >L' AREA BENEATH STAIR - --2X4 THRUST BLOCK FIRE BLOGKIN6 REQUIRED ALONG STRINGER BETWEEN EACH STUD SCALE: 3/4 ". 1' -61" - r %a "Fiur.R � /.dISBEWW _ 40 3o %sH o- is 0 OPTIONAL UL APPROVED DIRECT �..- VENT ZERO CLEARANCE GAS FIREPLACE INSTALL, PER MFG'S SPECS Date: $' 2010 Permit: Revisions: SWEET NUMBER Az PLAN 2080 v0 9 BATH Freestone Companies 6820 20th Street East Suite A- Fife, We 98424 253 -896 -1300 o L - - -- - vyL1 o w CL. So ti t8. T /5! Md Sldl 4-Piece BATH OPT. AREA: MAIN FLOOR AREA - 1241 SF ' UPPER FLOORUPPER FLOOR AREA 6" SF EA Lobo SAP GLAZING AREA 252 SF252 SF GLAZING PERCENTAGE 2 -/+ )I 4TNVlof!j (f5) KEO'0 OPT (2) 2 o21r N 3 v! 4040 xo o6S y (,Tw) Tu6 5050 AD 1;5rosr�7 M.BEDROOM a& PHT 30 "X22" CRAWL SPACE ACCESS , J y I Fla+. ff MAIN FLOOR PL.M NOTES 1. WINDOW 51ZE-5 4 ROUGH OPENIN65 TO BE VERIFIED BY CONTRACTOR. 2. NINDON HEADER TIGHT TO TOP PLATE N.N.0) ALL HEADERS TO BE DF #2. 5. EXTERIOR WALLS TO BE 2x6 STUDS AT 16" O.G., INTERIOR HALLS TO Be 2X4 BTUDS AT 16" O.C•, ALL HDR 4x OF #2. U.N.O. (TYP EXTERIOR GARAGE WALLS TO BE 2x4 5TUD5 0 I6 "o.c) U.N.O. 4. FIREBLOCK ALL PLUMBIN& PENETRATIONS AND STAIR RUNS PER IRC SEC. R602.fl 5. SAFETY 6LAZIN& AS PER IRG SEC. 316.4 6. ALL WOOD IN CONTACT WITH CONCRE'/E. TO BE PREE TREATED. ALL CONNECTORS 4 FASTENERS FOR PRE55URE TREATED WOOD TO BE HOT- DIPPED &;ALVANIZED STEEL OR EQUIVALENT PER I.R.C. R51or.3. (TYP) -!. TOP OF HANDRAILS SHALL BE PLACED AT 54" MIN. 56" MAX. ABOVE THE N051N6 OF TREADS 4 LANDIN65 HANDRAILS SHALL BE CONTINUOUS THE FLLL LENGTH OF THE STAIRS. THE HAND &RIP PORTIION SHALL NOT BE LE55 THAN 14" NOR MORE THAN 2" IN GR055- 5ECTIONAL DIMENSION. PROVIDE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTIN6 FROM A WALL SHALL HAVE A SPACE NO) LE55 THAN 11" BETWEEN THE WALL AND' THE HANDRAIL. PER IRC 85115.4 a. PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED COMPONENTS TO DEAR iU.L. OR I.G.B.O. SEAL OF APPROVAL AND YO BE INSTALLED PER MANUFACTURER'S SPECIFICATION. 11 " SMOKE DETECTOR OIIO W/ GATT BACKUP. INTERCONNECTED 12°x I o" PATIO i Gny fP �� 2 R CL III -i�l ! CL� ,.J SNbI VIN1�. 2 i/? 60 219 CFm o 1\1z 0'O 42 "x36" CONCRE LANDING WITH 12" TREAD GREAT RM C"F*r W )v nor ✓A,4 F..i,.wA -roIJ OA. /I IOII J• r� w�+w I pI1oV /9'r v cA tai➢ NOOK RA,�o ��vEr ua F •'� 6 O o (0 5 1-3/8" min solid core wood, eel or 20 min firt rated do - s Imic strap WH-- c'b,.w.w.n 2006 UPC Sec 508.2 (,° o'- a° 3=2 �� -46 �PROVIDECOMBUSTIONAIR 2 m ®wot. TO ALL GAS FIRED GARAGE yx� APPLIANCES PER M1702 & M1703 O ex6 >'*!� waw Appliances to be 18" min CAaref 3 ��ol3! Above garage floor to Burner or switches 3 OPT. (oxV GARAGE ENTR`f I I (¢)Z +wwe pw0o 7. GARAGE Pn^' ° 0Fr_ b' 1 B aPr ,N DINING /Dwr 1 op r e I LM.{+BY o4V (aD I I IIpp�K I fl.. .3/0 �rouWe..(1) layer 'W GWB -along all "Warm" Walls hnd (1) Layer 5/8" Type X GWB on Ceilings. '/2" GWEI 5 — 4 Required on all walls support ng a second story 53'xlz' low 0 per IRC Sec R309.2� °1TH010 TyP. I ' J \ ?7 3 3%8 "x 9" 6 L (4) CZE.oIp s Zx4 WALL. %s " 11 •�" • • • • • e5S^ ;oen • • GnRAt+E '! 7 7 $W_g 51.,1 -y 505Okp 6w -9 MAIN FLOOR 11.41 2 L-w1NC, %4" -( -0.. y2o C cm?AA6 y046Xo WELDER CONSULTING ENGINEERS, P.C. 219258T PLACE WEST BOTHELL, WA 98021 (425) 488.9866 ENGINEER REVIEW THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY Weller on i ears PC. Job I f2- ft Date '1" /rr4/lo Void if not wet stamped NOTE, NOS. THE N054WO WILL NOT LE-55 E L16HT SAITCHIN6 a TOP 4 BOTTOM THAN J" BUT NOT MORE TAIR RUN PER IRC 8303.6.1 THAN 14" SHALL BE O PROVIDED ON STAIRWAYS CONT. HANDRAIL PER WITH SOLID R15ER5: PER IRC SEC. 311.5.6 IRC RNI,533 z (� O L � � n w " MIN >_ IY THE F 2X4 FIRE BLOCKING r _ MIDPOINT OF EACH RUN n (5) 2X12 STRIN&ERS Walt TYPE "X" 6.W.B. >L' AREA BENEATH STAIR - --2X4 THRUST BLOCK FIRE BLOGKIN6 REQUIRED ALONG STRINGER BETWEEN EACH STUD SCALE: 3/4 ". 1' -61" - r %a "Fiur.R � /.dISBEWW _ 40 3o %sH o- is 0 OPTIONAL UL APPROVED DIRECT �..- VENT ZERO CLEARANCE GAS FIREPLACE INSTALL, PER MFG'S SPECS Date: $' 2010 Permit: Revisions: SWEET NUMBER Az PLAN 2080 Freestone Companies 6820 20th Street East Suite A- Fife, We 98424 253 -896 -1300 DESIGN LOADS: FLOOR DL =10 PSF LL - 40' PSF JOISTS: 2 x 12 HF # 2 016" D.C. NOTE: PROVIDE LUS28 HANGERS LO ALL FLUSH FRAMED ENDS HEADERS: 4 x 8 OF # 2 U.N.O. NOTE: PROVIDE (1) 2 X TRIMMER @ALL HEADERS UA1.0 COLUMNS: Cl: - (3)2x6HF #2 C2: 6x6DF #2W /AC6 &AB66 NOTE: PROVIDE (2) ROWS OF 1W' X41/2" SOS SCREWS @ 16" O.C. LEDGER TO RIM AT ALL TRUSS LEDGER CONNECTIONS BEAMS: NOTE: PROVIDE SOLID FRAMING NOTE: PROVIDE(2) 2 X POST IN JOIST SPACE TO FOUNDATION @ ALL BEAMS U.H.O. FOR ALL PT. LOADS ABOVE B2: (2)2x10HF #2 83: 5118 x 18 GLB (24F -V4) 84: 5 1/8 x 13 1/2 GL8 (24F-V4) j (-}S '(jn` cs(( In'{-ro Q (( 14 II II �I II II �I I UPPER FLOOR FRAMING PLAN UPI-FR FLOOR asnru NOTES, L UPPER FLOOR FRAMING TO Be 2x10 HEM -FIR #2 JOISTS 0 16" O.G. HITH 3/4 O56 T46 SUSPLOOR, GLUED AND NAILED UN.O. ADHESIVES SHALL GONFORIM TO APA SPEC. AF6 OI. PROVIDE T46 EDt$ESAT LONG PANEL EDGES. 2. 5EARIN6 HALLS ARE SHADIED. 3. ALL HEADERS TO BE 4x8 P,F. #2 WITH &' -O" MAX. SPAN, U.N.O. 4. 50LID 5LOGKIN6 AT ALL EkARIN6 HALLS AND INTERIOR SHEAR HALLS 5. PROVIDE DEL.. STUDS UNDER ALL BEAMS AND HEADERS EXCEPT AS NOTED. z s 3 w w LL W _UPPER FLOOR FRAMING PETAIL B q 0-0" 6p-r (,'U) 262,Vp 2 5666414 LOFT A TvP DN � I4R SD IID ✓�9✓ 5.6P 44' o" ""'5050 f yce55 „ — II 1 II e o"N OFT- BEDROOM 11 L i Dr. t U.. i tJL wpN; � L tN(yJ 2/4 ®daa 5' BATH sD r)s f R4s L�l um I J yL r_•_,�t_t. BEDROOM Sol M BEDROOM O W Sw.y E <elfi —SIN -4 9 504o xo 0 4 5ey0 x0 3 �"� - 5'- , b R613.2 Window SUL. In dwelling units, where the opening of an operable window is located mme than 72 inches (1.829 mm) above the finished grade ors,oface below, the low'ec't part ofthe clear opening of the window shall be a minimum of 24 inches (610 rand above the finished fl.,, of the room or which h, window is located. Glazing between the floor atnd 24 inches (610 mm) shall be fixed or have openings through which a flinch- diameter (1.02 non) sphere cannot pass, Exceptions: 1. Windows whose openings will not allow a 4- inch - diameter (102 mm) sphere to pas'as through the Opening when the opening is in its (aDBest opened position. 1 Openings that are provided with window guards that comply with ASTM F 2006 or F 2090, UPPER FLOOR B39 p Lt Ny X4,,,1, Date: 4 - 2ol o Permit: Revisions: SHEET N A3 � ice• Freestone Companies 882020"' Street East Suite A S�1 y�13 Fife, Wa 98424 -- 253 -896 -1300 WELLER CONSULTING ENGINEERS, P,C. WINDOW i DOOR 21925 8m PLACE WEST FRAMING BOTHELL. WA 98021 {4251488 -9868 WINDOWI poop, ENGINEER REVIEW HEADER THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY Weller Con sul0 _n i eers P.C. B T C— Job rb-a25' Rate 4„ /u /AD FRO ODE Rows of Vold if not wet stamped O.G. Bd � 2" .L. SHEAR ' WALL TO HEADER UPPER FLOOR PLAN NOTES - I. AINDOA SIZES 4. ROUGH OPENIN65 TO BE 6. TOP OF HANDRAIL5 SHALL BE PLACED 6,T VERIFIED BY CONTRACTOR. 34" MIN. 3S" MAX. ABOVE THE NOSING C F O7 CS16 TO WALL BELOW 2. WINDOW HEADER T15HT TO TOP PLATE. (U.N.D.) TADS 4 LANDINGS. HANDRAILS SHALL BE _ 3. EXTERIOR AALL5 2X6 5TUD5 AT CONTINUOUS THE FULL .LENGTH OF THE STAIRS. CS16 TO HEADER BELOW{ 16" O.G., INTERIOR HALLS TO BE 2X4 5TUD5 THE HAND GRIP PORTION SHALL NOT BE LESS AT J6" O.G., ALL HDR TO BE 4X DF 02 U.N.O. THAN 14" NOR MORE THAN 2" IN C576 TO RIM BELOW 4. FIRESLOCK ALL.PLUMBIN6 PENETRATIONS GROSS- 5EGTIONAL DIMENSION. PROVID E A AND STAIR RUNS PER IRG SEC. R&02,j' SMOOTH SURFACE HITH NO SHARP CORt Eks. ® CSt6 TO BEAM BEOW HANDRAILS PROJECTING FROM .A HALL 5. SAFETY 6LAZIN6 AS PER IRG SEC. 8908.4 SHALL HAVE A SPACE NOT LE55 THAN I " BETWEEN THE HALL AND THE HANDRAIL. ' PER IRG 83115.4 SMOKE DETECTOR 110 N GATT BACKUP.. INTERCONNECTED NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW -6 U.N.O. jj iUPPER FLOOR SHEAR WALLS 6p-r (,'U) 262,Vp 2 5666414 LOFT A TvP DN � I4R SD IID ✓�9✓ 5.6P 44' o" ""'5050 f yce55 „ — II 1 II e o"N OFT- BEDROOM 11 L i Dr. t U.. i tJL wpN; � L tN(yJ 2/4 ®daa 5' BATH sD r)s f R4s L�l um I J yL r_•_,�t_t. BEDROOM Sol M BEDROOM O W Sw.y E <elfi —SIN -4 9 504o xo 0 4 5ey0 x0 3 �"� - 5'- , b R613.2 Window SUL. In dwelling units, where the opening of an operable window is located mme than 72 inches (1.829 mm) above the finished grade ors,oface below, the low'ec't part ofthe clear opening of the window shall be a minimum of 24 inches (610 rand above the finished fl.,, of the room or which h, window is located. Glazing between the floor atnd 24 inches (610 mm) shall be fixed or have openings through which a flinch- diameter (1.02 non) sphere cannot pass, Exceptions: 1. Windows whose openings will not allow a 4- inch - diameter (102 mm) sphere to pas'as through the Opening when the opening is in its (aDBest opened position. 1 Openings that are provided with window guards that comply with ASTM F 2006 or F 2090, UPPER FLOOR B39 p Lt Ny X4,,,1, Date: 4 - 2ol o Permit: Revisions: SHEET N A3 � ice• Freestone Companies 882020"' Street East Suite A S�1 y�13 Fife, Wa 98424 -- 253 -896 -1300 SHEAR WALL SCHEDULE (SEE 2006 IBC table 2306.4.1 & Section 7306.4.1) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12" o -c. along intermediate framing mcmbers. SW-6 v =260 pif 7/16 "OSB, w /Ed(0.113 "0) nails @6 "o.C. Anchorage (interior walls only) to SINGLE joist or blkg below: t6d (box) @ 6" o.c. SW4 v =350 pif 7 /16 "OSB, w /go(0.113 "0) nails @4 "o.c. Anchorage (interior walls only) to SINGLE joist or bikg below: t6d (box) @ 4" o.c. - SW -3 v =490 pif 7/16" ESE, w /Ed(0.113 "0)nails @3 "oxc Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: Ind (box) @ 3" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges SW -2 v =640 pif 7116" OSB, w/ Ed (0.113" 0) nails @ 2" o.c. (staggered) Anchorage (interior wails only) to 4x (min.) BEAM or bikg below: led (box) @ 2" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d box nails with a full head, a shank diameter of 0.113 ", and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15132; W values with a 0.729 reduction for Nem -Fir & 1.4 increase for wind. SHEAR' EXTERIOR WALL (2)2x._LiF #251 UP5 HTr 22 HOLPOWN 55TB16 �1 A HTT22 HOLDOWN MAYBE USED IN LIEU OF THE STHDIORJ HOLDOWN, SEE DETAIL D Rise J0151' W/ SOLID BLOCr.ING A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE STHD10 HOLDOWN, SEE DETAIL E BILL PLATE $ NOTE: USE 5/8" 0 ANCHOR BOLTS W13" x 3" s 1!4" WASHERS k 5' -0' W ITaw IV of EA. Put-END I H.D. GAW. Wa4,4695) FOUNDATION PLAN —16d 1716 "O.C. Date: 4 -2oto FLOOR DL - 10 PSF — A35 PER PLAN HTT 22 rIOLDOwN JOISTS: 2x 10HF #2@16 "OC NOTE: PROVIDE LUS28 HANGERS 0 ssrel6 ALL FLUSH FRAMED ENDS AA an a IV, O.C. (PLAN VIEW) NOTE: PROVIDE 4 x 4 POST DETAIL C_ @ ALL BEAMS U.N.O. (2)2x._LiF #251 UP5 HTr 22 HOLPOWN 55TB16 �1 A HTT22 HOLDOWN MAYBE USED IN LIEU OF THE STHDIORJ HOLDOWN, SEE DETAIL D Rise J0151' W/ SOLID BLOCr.ING A HTT22 HOLDOWN MAY BE USED IN LIEU OF THE STHD10 HOLDOWN, SEE DETAIL E BILL PLATE $ NOTE: USE 5/8" 0 ANCHOR BOLTS W13" x 3" s 1!4" WASHERS k 5' -0' W ITaw IV of EA. Put-END I H.D. GAW. Wa4,4695) DETAIL D HOLDOWN AND SHEAtRWALL NOTES FOUNDATION PLAN O (6) 518" A.B. REQ'D FOUNDATION PLAN DESIGN LOADS: Date: 4 -2oto FLOOR DL - 10 PSF LL =40 PSF (2) 2. _ HF # 2 5T1J05 �- - HTT 22 rIOLDOwN JOISTS: 2x 10HF #2@16 "OC NOTE: PROVIDE LUS28 HANGERS 0 ssrel6 ALL FLUSH FRAMED ENDS AA i NOTE: PROVIDE 4 x 4 POST P.T. 5111 PLATE @ ALL BEAMS U.N.O. PROVIDE 4 x 6 POST @ ALL BEAM SPL ICES U.N.O. ° BS: (2)2x10HF #2 a 44 r2080 8424 ° NOTE: PROVIDE SOLID FRAMING 300 DETAIL D HOLDOWN AND SHEAtRWALL NOTES FOUNDATION PLAN O (6) 518" A.B. REQ'D FLOOR FRAMING PLAN 4 POUNDAnoW NOTES. L 150LATW PADS TO BE 15" DIAMETER X 6" THK. UNLE55 NIOTED OTHERWISE. 2. ALL BEAMS TO BE 4xI0 D.F. #2 WITH 5' -0" MAX. 5PAN AT 4x4 POST. U.N.D. 4x,4 P05T REQUIRE A 1705171 ATTACHMENT AT PIER. (USE SIMPSON A25) I.R IC. R40T.3. INSTALL CLEAT ® BEAM, 3. FLOOR FRAMING TO BE 2x10 IF #2 JOISTS AT 16" O.G. WITH 5/4" 05B T!6 FLOOR GLUED AND NAILED, U.ND. ADHF61ViE-S SHALL CONFORM TO APA SPEC. AFC,. 01. PROVIDE T46 ED6E5 AT LONG PANEL EP6E5. 4. SOLID i31LOCKIN6 15 REQUIRED AT BEARIN6 104ALL5, IyOINT LOADS, AND SUPPORT BEAMS. 5. 6" MIN.GLEARANCE BETWEEN EXTERIOR GRADE 0 UNPROTECTED HOOD, 6. CRAWLSIPACE CLEARANCES, 15" MIN. CLEAR BETWEEM BOTTOM OF FLR. J015T5 4 EARTH, MIN, 12" CLEAR 0ELOW BEAMS. -1. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATEV- ALL CONINECTOR5 4 FASTENERS FOR PRESSURE TREATED WOOD TO BE HOT - DIPPED 6ALVANIZED STEEL OR EQUIVALrNT PER I.R.C, R31113. (TYP) 6. PROVIVIV MIN. 6 MIL BLACK POLY VAPOR BARRIER, EXTEND iUP FOUNDATION WALL q. FOUNDAYION VENTS SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS. 10. Continuous footing to have (2)fi4 bars horizontal continuous and Alternating 94 °hook" bars 46 "olc Wails ato hNve (1) #4 bar within top of wall with a maximum wall Height of 4'-6' 11. 5/8° anchosr bolts with 3 "x3 "x %4" Galy. Square washers at Fole and Within 12" leach plate end. Configure anchor bolts for 12' plates With up to'16' plate at end of any run. 21'- m.. S" yr*ruwA,u Art' 12 °x10 A•rla LaNa) 4 O — WELLER CONSULTING ENGINEERS, P.C. 21926 a PLACE WEST BOTHELL, WA 98021 (426) 488 -9868 ENGINEER REVIEW THIS DRAWING WAS BEEN REVIEWED PER THE ATTACHED CALCULATIO REP E Y I r-Cgusulthict Enummers, P.C. B Job! o • o2S Date Void if not wet stamped 12. Contractor to provide soils test information for each plat to verify min. 2000 psf soil bearing capacity Exterior footings shall bear 1'-6" below finish grade. AO footings to bear on firm undisturbed earth below Organic surface soil. Baekfill to be thoroughly compacted 13.. 3,000 psi concrete shall be used per IBC table 1904.2 GR,�i NL Pf�r VENTII AT ON 5z 0. Soc, R408.2 UNDER -FLOOR AREAS SHALL HAVE A NET AREA OF OT LESS THAN i 50:FT. OF VENTILATION FOR EACH 150 SOYer, OF UNDER -FLOOR AREA, THE UNDER FLOOR AREA ="All 5.FJ 150= 'P,.d'1, S.F. OF REQUIRED VENTIN6 AREA. 05 S.F. OF VENTING FOR EACH VENT. 8,d1 $.F. / OS S.F. = (17) 5'x14" VENT5 REQUIRED, THE OFENN65.SHALL BE COVERED WITH COR905ION- RE51STANT METAL MESH WITH MESH OPENIN65 OF 1/4" IN DIMENSIQN,. ONE VENTILATION OPENtN6 SHALL BE WITHIN 3' -O" OF EACH BUILDING CORNER I vent shall be located within 3' of all building Corners IRC sec R.408.1 and 84082 _nP5 IL i E x V A 3 fA I y t x N hTNOInRy rlp/ r ' (IS) 910 I xl '7# MIX 1 �. I =� f7 -sn 0 � 4 2 5 v' k "�anw,tw i Fu � N Biotic Our F prJ rly i o- &ol.I.nlaD "Stew'Iwwa. I iD t6 I i�Diar: C9ARAd-IF+ Zxta -�Ya." GONG. 2x � 3o "5a„ IO"rN W/,2 w- rs4 ( C'Nd (fA- pPr) Gxt. I 0 ps — � vv i �U1'A S !V "rHq n o -- O I I smaras.Nl (4) R¢. ©o d GARAGE — — — — — — —+r — - = 3 4 is r' IC 9 Ds Ir 2 z 10 -0" 2' (fL" IU'-3" 2 =7 %z" 5•O° L'.� 12 -(0„ i FOUNDATION PLAN V. FOUND 9C*'0. FOUNDATION PLAN DESIGN LOADS: Date: 4 -2oto FLOOR DL - 10 PSF LL =40 PSF (2) 2. _ HF # 2 5T1J05 �- - HTT 22 rIOLDOwN JOISTS: 2x 10HF #2@16 "OC NOTE: PROVIDE LUS28 HANGERS 0 ssrel6 ALL FLUSH FRAMED ENDS AA BEAMS: 4 x 10 DF # 2 U.N.O. NOTE: PROVIDE 4 x 4 POST P.T. 5111 PLATE @ ALL BEAMS U.N.O. PROVIDE 4 x 6 POST @ ALL BEAM SPL ICES U.N.O. ° BS: (2)2x10HF #2 a 44 r2080 8424 ° NOTE: PROVIDE SOLID FRAMING 300 IN JOIST SPACE TO FOUNDATION A E FOR ALL PT. LOADS ABOVE FLOOR FRAMING PLAN 4 POUNDAnoW NOTES. L 150LATW PADS TO BE 15" DIAMETER X 6" THK. UNLE55 NIOTED OTHERWISE. 2. ALL BEAMS TO BE 4xI0 D.F. #2 WITH 5' -0" MAX. 5PAN AT 4x4 POST. U.N.D. 4x,4 P05T REQUIRE A 1705171 ATTACHMENT AT PIER. (USE SIMPSON A25) I.R IC. R40T.3. INSTALL CLEAT ® BEAM, 3. FLOOR FRAMING TO BE 2x10 IF #2 JOISTS AT 16" O.G. WITH 5/4" 05B T!6 FLOOR GLUED AND NAILED, U.ND. ADHF61ViE-S SHALL CONFORM TO APA SPEC. AFC,. 01. PROVIDE T46 ED6E5 AT LONG PANEL EP6E5. 4. SOLID i31LOCKIN6 15 REQUIRED AT BEARIN6 104ALL5, IyOINT LOADS, AND SUPPORT BEAMS. 5. 6" MIN.GLEARANCE BETWEEN EXTERIOR GRADE 0 UNPROTECTED HOOD, 6. CRAWLSIPACE CLEARANCES, 15" MIN. CLEAR BETWEEM BOTTOM OF FLR. J015T5 4 EARTH, MIN, 12" CLEAR 0ELOW BEAMS. -1. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATEV- ALL CONINECTOR5 4 FASTENERS FOR PRESSURE TREATED WOOD TO BE HOT - DIPPED 6ALVANIZED STEEL OR EQUIVALrNT PER I.R.C, R31113. (TYP) 6. PROVIVIV MIN. 6 MIL BLACK POLY VAPOR BARRIER, EXTEND iUP FOUNDATION WALL q. FOUNDAYION VENTS SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS. 10. Continuous footing to have (2)fi4 bars horizontal continuous and Alternating 94 °hook" bars 46 "olc Wails ato hNve (1) #4 bar within top of wall with a maximum wall Height of 4'-6' 11. 5/8° anchosr bolts with 3 "x3 "x %4" Galy. Square washers at Fole and Within 12" leach plate end. Configure anchor bolts for 12' plates With up to'16' plate at end of any run. 21'- m.. S" yr*ruwA,u Art' 12 °x10 A•rla LaNa) 4 O — WELLER CONSULTING ENGINEERS, P.C. 21926 a PLACE WEST BOTHELL, WA 98021 (426) 488 -9868 ENGINEER REVIEW THIS DRAWING WAS BEEN REVIEWED PER THE ATTACHED CALCULATIO REP E Y I r-Cgusulthict Enummers, P.C. B Job! o • o2S Date Void if not wet stamped 12. Contractor to provide soils test information for each plat to verify min. 2000 psf soil bearing capacity Exterior footings shall bear 1'-6" below finish grade. AO footings to bear on firm undisturbed earth below Organic surface soil. Baekfill to be thoroughly compacted 13.. 3,000 psi concrete shall be used per IBC table 1904.2 GR,�i NL Pf�r VENTII AT ON 5z 0. Soc, R408.2 UNDER -FLOOR AREAS SHALL HAVE A NET AREA OF OT LESS THAN i 50:FT. OF VENTILATION FOR EACH 150 SOYer, OF UNDER -FLOOR AREA, THE UNDER FLOOR AREA ="All 5.FJ 150= 'P,.d'1, S.F. OF REQUIRED VENTIN6 AREA. 05 S.F. OF VENTING FOR EACH VENT. 8,d1 $.F. / OS S.F. = (17) 5'x14" VENT5 REQUIRED, THE OFENN65.SHALL BE COVERED WITH COR905ION- RE51STANT METAL MESH WITH MESH OPENIN65 OF 1/4" IN DIMENSIQN,. ONE VENTILATION OPENtN6 SHALL BE WITHIN 3' -O" OF EACH BUILDING CORNER I vent shall be located within 3' of all building Corners IRC sec R.408.1 and 84082 _nP5 IL i E x V A 3 fA I y t x N hTNOInRy rlp/ r ' (IS) 910 I xl '7# MIX 1 �. I =� f7 -sn 0 � 4 2 5 v' k "�anw,tw i Fu � N Biotic Our F prJ rly i o- &ol.I.nlaD "Stew'Iwwa. I iD t6 I i�Diar: C9ARAd-IF+ Zxta -�Ya." GONG. 2x � 3o "5a„ IO"rN W/,2 w- rs4 ( C'Nd (fA- pPr) Gxt. I 0 ps — � vv i �U1'A S !V "rHq n o -- O I I smaras.Nl (4) R¢. ©o d GARAGE — — — — — — —+r — - = 3 4 is r' IC 9 Ds Ir 2 z 10 -0" 2' (fL" IU'-3" 2 =7 %z" 5•O° L'.� 12 -(0„ i FOUNDATION PLAN V. FOUND 9C*'0. Date: 4 -2oto Permit: Revisions: SHEET NUMBER' AA e Companies Sitreet East r2080 8424 300