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CP b r N NNW r 1 h't 7Q 00 m Cl) N N O N � 3 it -i 1 't 1 � \__ 2Bfi6 N2468 2488 O ' cn Z p I I D L ll I I m O l m I I I a �e I I I I I I I I I I 1`j I I N 1 1� D vi b N h� O H � z 1 I �. NOTICE A� TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY .FI APPROVED PERMIT#: -"701,7 2--' LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: ;DI1�__lE�l i I� ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ` ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION LJ4 l o-t P %\o Cw c '_x (�cj. y�f THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 �r,u� /�� INSPECTOR ' DATE Y Cl BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED DO NOT OCCUPY PfAPPROVED PERMIT#: 2,2--� LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION - /I ' i it% THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY, FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON -rrkpYj- qom,n, N 0 T I C E TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY I]APPROVED PERMIT#: z Z LOT#: DATE: 3 Z JOB ADDRESS: TYPE OF INSPECTION: ` ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-34417 3/ey INSPECTOR DATE O BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON ' NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 'i z-e, LOT#: DATE: JOBADDRESS: TYPE OF INSPECTION: C 1��f�1L ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY, FOR INSPECTION CALL: 360-403-3417 INSPixmll' DATE 9�$UILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON �k NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ;6 APPROVED PERMIT#: Z Z'7j2 I LOT#: DATE: JOB ADDRESS: C ` L — <i, ,. TYPE OF INSPECTION. _r - i;Ct j (t tc tit ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Zr ` 7,"I - I Z 1 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE .214BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON i i NOTICE TO PERMITEE AND/OR OWNER /PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: /J `�j L LOT#: DATE: JOB ADDRESS: A V 5 1 e l i . TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION t�% M11J42- r'�v.�vrart a ft G1�.SlfllrzS 1�� t�/i�d� Sl�l`ir/l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 0� in _ Sfl3It INSPECTOR DATE ?"BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON i � o NOTICE TO PERMITEE AND/OR OWNER f PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: d LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: f ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION O Ioh yUl1r L� �p 1 Iti i 'T�/�rr� o i� - THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i Alf:� '� INSPECTOR DATE ♦�� os, BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON o 1 hR= TNOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE: JOBADDRESS: CZ� TYPE OF INSPECTION: ` ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION _L!l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE / ,pr BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON n� �c kvt NOTICE —71�ti,i 1.0 PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: JOB ADDRESS: G- ',s' I Ij < TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATV L/ l�BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY CJ APPROVED G PERMIT#: LOT#: DATE: c JOB ADDRESS: TYPE OF INSPECTION: , ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE . y UILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON os s� N 0 T I C E TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY �M APPROVED PERMIT#: i / LOT#: DATE: JOBADDRESS: -;'t'-?; TYPE OF INSPECTION: ('I /I ;4ti� ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE - / , BUILDING DEPT. o-I PLANNING DEPT. CITY OF ARLINGTON • Q a.a AZ Ca m w OZ w � V Ov' Q w v t �' • z x w w Z d _ x I o x 1 w o a x F a w 0 p vi d' a Hxod O O G ❑ ❑ , pw. a ZzVi F� O Z � I� a 0-4 Q Z � CA A O � M O . ¢ W F _._ OO Ca w p N zaQ 04 CFF zaz z a Qa w AC R V cn z p p I D cn w o, - o Fa L) rm x pA F � Z 'J , o O ?r wO F" x cn � rx w rx cG E- F v zc40. O 0991.w o � W o z � � O. � VF ci �r � ek , ��` ° RESIDENTIAL PERMIT APPLICATION 7 Department of Community & Economic Development City of Arlington- 18204 59th Ave NE •Arlington,WA 98223 - Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SEfS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS, THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 18523 Hawksview Drive Plat: Gleneagle Lot #25 _ _ 0, Single-family ❑ Duplex ❑ Townhouse ❑ Addition II+ Accessory structure Proposed Area: 111 Floor: 1004 2"d Floor: 1558 Garage: 629 Total SF: 2562 Describe Proposal (include cross street): Single Family Constructioin Valuation: 425K Owner: Tapert Homes _ PO Box 2280 Snohomish wa 98291 Address: City: State: Zip Code: _ Phone: 425-330-9155 Email: mark@corstonellc.com Applicant:Tapert Homes PO Box 2280 Snohomish WA 98291 Address: City: _ State: Zip Code: Phone: 425-330-9155 Email:mark@corstonelic.com Contractor: Tapert Homes PO Box 2280 Snohomish WA 98291 Address: City: State: Zip Code: Phone: 425-330-9155 Email: mark@corstonellc.com Contact Person: Mark Tapert License Number:Taph18391r Expiration: 6-19-19 Received OCT 17 2018 6/16LP Page 1 of 3 I � r RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved} (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 U1 Sink (1.5) x 6 ❑i Shower (2.0) x 1 [�Ij Lavatory (1.0) x 3 l7; Clothes Washer (4.0) x 1 f]j Water Closet(2.5) x 3 ❑, Dishwasher (1.5) x 1 D Water Heater x 1 C11 Hose Bibb (2.5) x 2 Water Heater Model # F-1 Other (list) x Plumbing Section Continued Proposed Water Piping Size: 1/211 Proposed DWV Material: ABS Proposed Piping Material: PEX/Copper Proposed DWV Size: 2" • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 � +. V� RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: 0 101 Furnace (80+) Model# R eem AFUE 95/o 01 Heat Pump Model# SEER HSPE �I AC Unit Model# SEER Type ll Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System �I Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank Ol Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ Cast Iron Pipe Material: Pipe Size: 1" Total BTU's of all Appliances:320k Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is requVw,,it6 1 et of II a pliances Applicant Signature: Date: v " Print Applicants Name: GZ v" �= I �C ✓' 6116LP Page 3 of 3 T I t ' - W E �E W =U fq Cc a� Q �a a y TOP OF ROOF RIDGE N 33 O 3 L V UPPER FLOOR WALL HT 8'-1" - V♦ W 20 UPPER FLOOR FRAMING 12 5/8" rJL - LOWER FLOOR WALL HT 9-10' - MAY VARY WITH GRADE W T Lu LOWER FLOOR 4"CONCRETE SLAB LEFT ELEVATION TOP OF SLAB FLOOR SCALE: 1/4 IN= 1 FT FRONT ELEVATION 16 X 8 GARAGE DOOR SCALE: 1/4 IN = 1 FT 3 TAB COMPOSITION (9-10)7X7 ROOF ROOFING OVER 30LB FELT VENTS REQUIRED 6:12 PITCH TYPICAL AT MAIN BODY ❑ ❑ ❑ -- - - - U f,r• s•a• ��,. - - - - - o - - - REAR ELEVATION _ _ O SCALE: 1/4 IN= 1 FT - - - _- OFFICE COPY o_- - - t) a RIGHT ELEVATION CITY OF ARLINGTON V SCALE: 1/4 IN- 1 FT BUILDING DEPARTMENT UJ W APPROVED DATE,_/� �/ BY_,�Lo _ _ 0 NO CHANOE3 AUTHORIZED m IN, UNLESS APPROVED BY THE BUILDING INSPECTOR DATE: 8/13/2018 APPROXIMATE FOOTAGE SUMMARY EHD JOB: LOWER LEVEL LIVING 1004 UPPER LEVEL LIVING 1558 2220 TOTAL LIVING 2562 GARAGE AREA 629 Received SHEET: COVERED PORCHES 35 OCT 17 2u,. W) Wol— W E W FF �o y E �i a_ Q �a a co)Q) �i W 3 � 3 00 ♦z V 46 q,E• 6. 5' 4' V-4" 4'-10" a B 4� SW1 W�. 35 2 SW1 SW1 4036LS r SW1 R311.3.2 MIN LANDING 36 X36 O 2 .GI• WITH 7 3/4"MAX RISE 3 i TO TOP OFTHRESHOLD i, C ce Lu R311.3.2 MIN LANDING 36 X 36 O i I F G T WITH 7314"MAX RISE l W i - TO TOP OFTHRESHOLD N100 LAUNDRY/STORAGE 3 FAN VTO VT 3 FAO I � 2468 y 3 24 rol N b DINING I MASTER BEDROOM ur I SMOKE ALARM 50 CFM VTO L`� ® PER R314 $ ALL EXT WINDOW AND DOOR I 50 CFM VTO HORS TO BE 4X10 OF#2 U.N.O. ALL EXT WINDOW AND DOOR DRYER HORS TO BE 4X10 OF#2 U.N.O. VTO STHD10 AT EACH I I 3'E" n END OF EACH STEP m IN FOUNDATION T-510 BONUS ROOM R807. 1 3l8"SOLID CORE WOOD DOOR 50 CFM VTO I 2668 ACCESS.-.INSULATE ATTIC OR 20 MINUTE FIRE RATED DOOR ACCESS.INSULATE WITH SELF CLOSER PER R302.5.1 7 AND WEATHERSTRIP. n n 4 'y " 50 CFM VTO I/ \I a L—J w SMOKE ALARM RIDGE LINE OF VAULTED CEILING 2468 2468 2468 PER R314 ® GAS WATER HEATER ____ —— SMOKE ALARM WITH MIN EF OF 0.91 —— � CARBON MONOXIDE SW2 I ® PER R314 ALARM PER R315.1 ® GAS FURNACE WITH N I W CARBON MONOXIDE �.G _ 1 R311.3.2 MIN LANDING 36 X 36 MIN AFUE OF 94% ® ALARM PER R315.1 50 CFM VTO g' 1?—�-4•-8 WITH 7 3/4"MAX RISE HALF WALL 101E 4' 4'-9 11T TO TOP OFTHRESHOLD T1 4 X 10 OF#2 4 X 10 OF#2 R302.6-PROVIDE tY1"DRYWALL ON WARM WALLS, VENTS 85068 4f SUPPORTING WALLS AND GARAGE TO ATTIC. ¢ ON 5068 I I LINEN 2668 PROVIDE 5l8"TYPE X GWB ON CEILINGS w w LJ U WITH HABITABLE ROOMS ABOVE a 2668 2668 N O FURN M1307.3 APPLIANCES HAVING AN IGNITION n� zm �{' = SOURCE SHALL BE ELEVATED SUCH THAT - O?m FAMILY T 6 3 THE SOURCE OF IGNITION O NOT LESS THAN U w O 181NCHE5 ABOVE THE FLOOR IN GARAGES. 3 1-71� 3'E' 3'E' 1 E" 6' Ugh 5'E ill—�I"�I� STHD10 AT EACH BOLLARD O c9 END OF EACH STEP SMOKE ALARM WHOLE HOUSE VENTILATION TO ,A'Jj�I �(M2WkY IN FOUNDATION PER R314 ® BE PROVIDED BY OUTDOOR AIR H N LL �IlfLtl(rA BEDROOM 3 DUCTSCONNECTED TOTHE GARAGE I BEDROOM2 y I q•-g,2— —4'e' RETURN SIDE OF AN AIR HANDLER h( i On OF BEDROOM 4 a SMOKE ALARM w — ———— S PERSMOKE R31LARM ® PER R314 N ai R302.7-ENCLOSED ACCESSIBLE SPACE ————— K-�`LA S C PER R314 LL UNDER STAIRS SHALL BE PROTECTED M1307A.1.1-(2)SCREENED COMBUSTION I 1 S `•' WITH 12"GWB ON ALL ENCLOSED SURFACES. I AIR DUCTS ARE REQUIRED IN FURNACE _ EGRESS WINDOW 9 EGRESS WINDOW 3 0 AND WH ROOM.ONE WITHIN 12'OF TOP I 3068 �850 N 3 PER R-310.1 PER R-310.1 H=C=o`cwL PLATE AND ONE WITHIN 12"OF FLOOR.EGRESS WINDOW WATER HEATER SHALL BE ljtl�SE�T NyDOW SEAT Ln PER R-310.1 - ISW1 1Tr^I � 1BRACED PER P280E7 DECKWITH RELIEF VALVE PER P2803 8050Lg SW1 SW1 S 4040LS 605OLS 0 4X12 DF#2 B' 4'E" 7 3 1E" 7 8 416080 SW2 ,g9' 7-10" 5'E" 2E 2-10 5'E' 7-10"4TE"4!-W27 MAIN FLOOR PLAN SCALE1/4"=1 FT4s LOWER FLOOR PLAN SCALE 1/4"=1 FT DATE: UPSTATE ENGINEERING PO BOX 952 $I13/2(118 LYNNWOOD,WA 98046 206-2804715 STRUCTURAL REVIEW EHD JOB: THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE Z22O ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE. REVIEWED BY: .— SHEET: DATE:6/13i16 JOB#0"615 2 UPSTATE ENGINEERING PO BOX 952 T, LYNNWOOD.WA 98046 windows and Doors 206"280.4715 Simple Heating System size:2015 Washington State Quantity Width Ft Width In Height Ft Height In STRUCTURAL REVIEW FPrepared by:Dennis Smiley/Emerald Home Design Windows 2 6 0 5 D THIS DRAFORWING HAS BEEN U 46 REVIEWED NTS STRUCTURAL Ilrwr ONLY PER THE Eli 2 5 0 3 6 ATTACHED METTER/CA LETTER/CALCULATIONS I�U Co Builder-Corstone Contractors 1 1 6 5 0 Plan Name-Plan 2562 35' 11' E PROVIDED BY: F D3 2 5 0 4 0 REVIEWED BY: emy QC 49 2 4 0 4 0 2 a J Design Temp=21/70 deg-21 2 2 0 2 p 3 DATE:B/13/1 f5 Jpgq 0968 2,562 1 4 0 3 6 ------------ ----------------------------------- LZa a Conditioned Floor Area 0 0 0 0 0 >: y Average Ceiling Ht I r U, 23516 0 o 0 0 o I I F. - -- ----9-10 FT TALL CONCRETE RETAINING WALL- - -I---- -----� I I Conditioned Volume 0 0 0 0 0 I I I 3 W 0 0 0 0 0 3 I I - comp_.__ U-Factor Area UA I I I I `� o.zso 314 88.0 0 0 0 0 o I I I I d 5 Glazing and Doors 00 0 0 0 0 0 Skylights 0.500 - I I I l oo I 1 m 0.026 1,597 41.5 0 0 0 0 0 1 Attic Area-R-49 0 0 0 0 0 4"CONCRETE SLAB WITH 24'RIGID R-10 Above Grade Walls-R-211nt 0.056 2,108 118.0 I INSULATION THROUGHOUT ENTIRE SLAB Floors-R-38 0.025 593 14.8 Glass Doors 2 6 0 6 8 AND THERMAL BREAK A7 PERIMETER WITH I I w 0.042 490 20.6 0 0 0 0 0 I 1 6 MIL BLACK VAPOR BARRIER OVER MIN W I I Q I 1 Below Grade Walls-R-21 Interior 0 p 0 0 0 I I BED OF SAND OR GRAVEL BELOW SLAB STHD10 AT EACH Slab Below Grade-R-5 Thermal Break at slab edge 0.570 70.00 39.9 i; I 13 END OF EACH STEP Slab on Grade-R-30 Perimeter 0.540 70.00 37.8 Non-Glass Doors 1 3 0 6 8 I 1 - 10 IN FOUNDATION 1 2 8 6 8 I I I - Duct leakage Coefficient o 0 0 0 o I I CONCRETE SLAB FLOOR AT ENTIRE LOWER FLOOR AND GARAGE I l ao I 1 Total SF 314 UP Location of Ducts-Unconditioned Space 1.1 I 1 1 1 ~ 0 1 ',1 STHD10 AT EACH I I I I W 361 Mechanical Ventilation ^' END OF EACH STEP Q Sum of UA IN FOUNDATION Envelope Heat Load 17672 r SQ 1 I I Air Leakage Heat Load 12444 This Project Floor Area 2,562 Building Design Heat Load 30117 This Project Number of Bdrs 4 I I L 1 32444 _ I 1 TOP OF WALL AT SLAB FLOOR 1 I Q W Building Duct Heat Load `�' 1 I ) I 1 46380 Table M1507.3.3(1) 1 1 6 I 1 _ „� S Maximum Heat Equipment Output I 1 W 1 I G Continuous Whole House Mechanical Ventilation TABLE R402.1.1 FI Area 0-1 Bdrs 2-3 Bdrs 4-5 Bdrs 6-7 Bdrs >7 Bdrs 1 m I o 0 1 I C O <1500 30 45 60 75 90 ------- ----- c INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT(a) 1501-3000 45 60 75 90 105 I 1 I 1 F- I 1 LU FENESTRATION U-FACTOR(b) 0.28 3001-4500 60 75 90 105 120 I 1 0 I 1 1. on I 1 L!J 0.5 4501-6000 75 90 105 120 135 1 SKYLIGHT(b)U-FACTOR 6001-7500 90 105 120 135 150 1 1 (7 I 1 d W GLAZED FENESTRATION SHGC(b,e) NR >75pp 105 120 135 150 165 I I O 1 I a CO 1 CEILING R-VALUE(k) 49 I 1 �' 4"CONCRETE SLAB J I I WOOD FRAM WALL(g,m.n)R-VALUE 211NT 1 I LL AT GARAGE MASS WALL R-VALUE(i) 21/21 Table M3507.3.3(2) N I 1 1 I a01 1 I FLOOR R-VALUE 38 Runtime Percentage and Multiplying Factor 1 l a I 11 1 25% 33% 50% 66% 75% 100% I I F 8'FOUNDATION I 1 1 1 BELOW GRADE(c,m)WALL R-VALUE 30/15/211NT+TB 4 3 2 1.5 1.3 1 SLAB Id)R-VALUE AND DEPTH 10,2 FT I I J 17 X 6 CONTINUOUS WALL TYPICAL I FOOTING TYPICAL U.N.O. -J I I I F--------- I The following Washington State Energy Code information is required: I I 1 r- R406 ADDITIONAL ENER a.GY EFFICIENCY REQUIREMENTS I I Post Energy Code Compliance Certificate within 3 ft.of electrical panel(these are available -- ------ --- 1 I I I I Medium Dwelling Unit(1500-5000 SF)requires 3.5 point from table R406 at•....., neravwsu edu/code) m I I 1 I b.Provide door blower test affidavit by final building inspection I u 5 I This project selects the following: C.Provide(1)programmable thermostat I d.Provide duct sealing affidavit by final inspection e.A minimum of 75%of all interior lighting shall be high efficiency ------------ -- EFFICIENT BUILDING ENVELOPE 1a: f.All required insulation and glazing values Prescriptive compliance is based on Table R402.1.1 with the following modifications: g.Building framing cavities shall not be used for ducts or plenums.Installation of ducts in r-to 1 z^ 2-101/r 443' 6 4 6' S' 18'-3" Vertical fenestration U =0.28 exterior walls,floors,or ceilings shall not displace required envelope insulation. 16 B'il zr Floor R-38 Slab on grade R-10 perimeter and under entire slab ac Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5% SCALE 1 SCALE 1/4"=1 FT 0.5CREDITS HIGH EFFICIENCY HVAC EQUIPMENT 3a: GENERAL EDITION .w FRAMING IBC 2015 EDITION t/I IX Gas,propane or oil-fired furnace with minimum AFUE of 94%,or PLYWOOD PER PLAN W/ PER PLAN Gas,propane or oiled-fired boiler with minimum AFUE of 92% Od @ 4'OC EDGE NAILING 32 0 EQUIVALENT FLUID PRESSURE SHEAR WALL PER PLAN 2000 PSF SOIL BEARING CAPACITY O To qualify to claim this credit,the building permit drawings shall specify the option 50 PSF RIC ITERAHARGE(TOE SIDE) L TIGHT-FIT SOLID BLOCKING SIMPSON A35®i6"OC BH SEISM]C WTERAL LOAD r being selected and shall specify the heating equipment type and the minimum C) equipment efficiency. BOUNDARY NAILING PER STRUCTURAL NOTES S N SACK CEMENT IVE CUBIC YARD,MAXIMUM PSI MINIMUM COMPRESSIVE SARENGTH,MAXIMUM 6 Q ROOF SHEATHING PER 2.6 PT PLATE W/ 2X BLOCKING 16" GALLONS WATER PER SACK wy 1.0 CREDITS STRUCTURAL NOTES 5 8'DIAM X 10" OC FOR(3)JOIST GRADE 60 STEEL FOR#S&ARGER AS @ 16'OC BAYS W/10d Q 4 SEE DETAIL 1 FOR GRADE 40 STEEL FOR#4&SMALLER OC FROM PLY ALL OTHER INFO Z A TOP CONNECTION AT PARALLEL JST BACKFILL WITH CINGSPOURO S MATERIAL;PROVIDE O TEMPORARY BRACINGS AS REQUIRED UNTIL SLAB .Ins IS CONSTRUCTED AND CURED #a�1ro.c. I 1 J- FRAMING PER PLAN V EFFICIENT WATER HEATING 5a: 6'MIN LOCATION BY OTHERS WALL PER PLAN DR SW SCH W All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 V GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. ° 0 tG ROOF FRAMING PER PLAN 2-1/2" �' 8'CONIC WALL 12 24 (2)-M CONT O TOP � LO� C W/(2)#4 TOP r N To qualify to claim this credit,the building permit drawings shall specify the option 2X LEDGER(OR RF TRUSS)W/ #4V @ 8"O.C. _ N 67w being selected and shall specify the maximum flow rates for all showerheads,kitchen 2)i8d TO FA STUD #4H @,2"D.C. o Z sink faucets,and other lavatory faucets. HORIZONTAL BARS: Q TRUSSES OR RAFTERS PARALLEL TO WALL PER SCHEDULE O J VERTICAL BARS: COMPACTED FRONT OP PER SCHEDULE IL 0.5 CREDITS m-0" o,:z(v:H)MAX SLOPE FTG DOWELS TO SHEAR WALL PER PLAN B TOP CONNECTION BY SLAB EXTEND 6'-0"MIN STD HOOK INTO FTG: MAX HEIGHT SHEAR WALL PER PLAN MAX #4 @ 8'O.C. ",Ins 1- s.cnm w.. as 'or" TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING 4"SLAB W/ PER 2'CLR SAME AS VERT BAR OF BACXRLU V BOUNDARY NAILING PER BOUNDARY NAILING PER4CLR mw 6Xfi WI.4 X WIA WWF SCHEDULE SPACING PER SCHEOULf W W STRUCTURAL NOTES STRUCTURAL NOTESCONC FTG WI GENERAL FOUNDATION NOTES OR/3 O 12"o/c E.W. LAP:30"MIN Q EFFICIENT WATER HEATING 5c: ROOF SHEATHING PER #4 @ 10'O.C. IBC 2015 EDITION TOE BARS: ROOF SHEATHING PER STRUCTURAL NOTES �� PER SCHEDULEWater heating System shall Include One Of the following: STRUCTURAL NOTES 32 PCF EQUIV FLUID PRESSURE -2"TOP CURO Gas,propane or oil water heater with a minimum EF of 0.91 zoo_PSF soa BEARNG50 PSF TOE SURCHARGE(SLAB)or BH SEISMIC LATERAL LOADSolar water heating supplementing a minimum standard water heater.Solar water 51/2 SACK CEMENT PER CUBIC YARD wheating will provide a rated minimum savings of 85 therms or 2000 kWh based on the 4'DIAM FTG 2500 PSI MIN COMPRESSIVE STRENGTH s" DATE: Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 w DRAIN IN MAX 6 GALLONS WATER PER SACK TRUSS(MONO)PER PLAN GRAVEL N FAG DRAIN Certified Solar Water Heating Systems• 2X CONT SOLID BLOCKINGPOCKET GRADE60 STEEL FOR#5&LARGER Of _ GRADE 40STEEL FOR#4&SMALLER CONCRETE FOOTING3� IN GRAVEL POCKETROOF FRAMING PER PLAN W/(2)16d TO EA STUD II I- w/d4 CONT O 10'o/c BEARING Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards BACKFILL W TH POUROUS MATERIAL R NAD MLLOf 2X LEDGER A '-B DO NOT CREATE UNEQUAL PAC ED I UNTIL a oon(2)i6d TO EA STUD BEARING SOIL ME EHD JOB: NEEA'S Northern Climate Specifications for Heat Pump Water Heaters. p• FOOTINGBACKFILLISCOMPACTEDINPLACE wXND%Hr RDNFxn- '1=2oNruE %` _To qualify to claim this credit,the building permit drawings shall specify the option RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL EM- WWTHJOISTS MAV BE HUNG INSIDE WALL WITH MUD 5'-5• p4�12'OC. #d®12'O.C. tL NBbeing selected and shall specify the water heater equipment type and the minimum SILL RIPPED TO FIT-WATERPROOFING BY 7•-5" #4�6'O.C. #4@12'O.C. 3'4" 8' 7- %" #4@6'OC SLAB equipment efficiency and,for solar water heating systems,the calculation of the W14.Ew W 6Xfi OTHERS 12"OC 7.4 W 6 SHEET: SEE GENERAL STRUCTURAL NOTES minimum energy savings. 1.5 CREDITS 1 SHEAR TRANSFER 2 TYPICAL TOP RESTRAINED NTS X TYPICAL CANTILEVERED NTS 3 X SW TO SW THRU LOW ROOF NTS X BASEMENT WALL(10'MAX) BASEMENT WALL W o W =o y m vi Z am Q �� a 3� W 00 ♦Z V rAra f Lovrer Area to be provided by vented bock at each hues FASTENERS INTO OR IN CONTACT WITH �. ■ ATTIC VENTILATION:VENTED BLOCKING AND GABLE END ALL WOOD IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT TREATED W VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT r———— CONCRETE OR EXPOSED TO WOOD SHALL BE OF HOT-DIPPED OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR TYPICAL OVERHANG WEATHER IS TO BE PRESSURE GALVANIZED STEEL,STAINLESS STEEL,SILICON Q OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. AT GABLES 12" I TREATED. BRONZE OR COPPER.EXCEPTION:1/2 INCH CANTILEVER DIAMETER OR GREATER STEEL BOLTS. FLOOR JOIST — TYPICAL OVERHANG FLOOR JOIST SUPPLIER TO PROVIDE DETAILED W AT EAVES IS" —8.12 �r—————-1 PLAN AND ENGINEERING FOR FLOOR SYSTEM S:12� IL---- J I —_�— — — —— — — — GIRDER — �- III I I I O I L III A i 1 i II I I w II I I III I W i I I � III \ I I I III I I F I I I I I _I1 I I I I III I � I I I I I I -�rl I I III L I j II 11 I III \ 7-IF I �• 1I �l 7 (IIII I L _ -� III I III \ I l l l I -J �•/-I I III\ /II I IIII FLOOR JOIST TO BE \ I I I I I Ih r I I I I 11 11 1 1 1 11 7/8 I-JOISTS AT 16"OC I L t I I MANUFACTURED TRUSSES AT 24"OC. DESIGNED AND ENGINEERED BY II— — I i \_ 1 /� IIII ' // \\II i 1 III TRUSS MANUFACTURER.INSTALL L J� I III = SOLID BLOCKING 5114 X 11 7/82.0E PSL(OR LVL) PER MFG SPECS.6:12 PITCH TYPICIAL. OVER WALL RIDGE LINE OF VAULTED CEILING \ I III I I Will I.X 11718 2.0E PSL(OR LVL) r � ° —OVER WALL -ON - - r- - -1 II I r -- I - I II ---_,,r- - �_ \ ----_-—II _I - F� I II i I II I I I N Ar I I I I I f _ I I I I I � �� �� ' ' I S tl8 X 24 GLB 24F V4 ABOVE PLATE GIRDER TRUSS I L_— GIRDER TRUSS. JL_ GIRDER TRUSS II 1z:1z 112-:121z — III II 11 II II II III LI _ — — — — III II II 11 II II 11 WINDOW SEAT FRAMING ABOVE BEAM Q__ -_-- 12:' 12:12 — I _---® LL IIL II II II II II IIII II �'z i II I JI_IL-_ L--— ——— — DECK JOISTS TO BE 2X8 PT AT 16'OC(MAX SPAN V-W) Z LI WITH 4X1O PT BEAM AT EDGE(MAX SPAN 10'-0") O SS MANUFACTURER TO SUPPLY DETAILED TRU PLAN AND ENGINEERING FOR ROOF TRUSSES —---I— AC AND AB CONNECTORS TO FOOTING,POST AND B V ROOF PLAN Z O co SCALE1/4"=1 FT UPPER FLOOR LO FRAMING PLAN t- N =•U= SCALE 1/4"=1 FT (1) ZQ OJ va W U � W J � - O D I_ ma UPSTATE ENGINEERING DATE: PO BOX 952 8/13J2018 LYNNWOOD,WA 98046 206-280-4715 STRUCTURAL REVIEW EHD JOB: THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE .�..20 ATTACHED LETTE%LCULATIONS PROVIDED BY THIS OFFICE. REVIEWED BY: s",y SHEET: DATE:5/1-6/I15 JOB#0965 4 GENERAL NOTES - ROOFING MATERIAL TO BE _ 2X8 PT LEDGER AT WALL WITH 12 X 4' MID ROOF"UNDER SHINGLE'VENTING TO COMPOSITION OVER 30LB FELT W ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL STAGGERED LAG BOLTS AT 16"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. SHEATHING. ROOF CODE,20151NTERNATIOtRALBUILDING CODE,AND THE 2015 WASHINGTON STATE 4X4 SUPPORT POST SHEATHING.8AND 6' HOEDOWN SCHEDULE 11ace: 8/]22018 � JOIST.LAG BOLTS SHALL BE T FROM TOP OR RIN IST OC AT EDGES AND n in2er(11 Job#: 0968 O ENERGY CODE BOTTOM AND T TO 5'FROM ENDS OF LEDGER SOLID TIGHT FITTING&1MU11ON IT OC AT FIELD SHEARWALL&HOEDOWN NOTES(U.N.O.): HOLDOWNI FASTENERS TO FOUNDATION U BLOCKING(NO VENTS) (1)Simpson or equal.Locate at end of shealwall u.n.o.Install MARK STRAP 1 2-STUDS MM U.N.O. ANCHOR•(IX4) COMMENTS W R-4(16.2(WAC 51-51)UNDERFLOOR VENTILATION REQUIRES 1 SO FT OF NET FREE SIDING Ht ROOF TO T� (7 O CROSS VENTILATION FOR EACH 300 SO FT OF UNDERFLOOR AREA COVERED. PLATE CONNECTION per manufacturer recommendations for foundatlon minimum and T-1 STTB)10/IOR] 28 U METAL FLASHING DT'f2 CONNECTOR AT EACH TRUSS distance and embedment,deepen foundetien as required. ( )-16d N/A R-005.4 UNDERFLOOR ACCESS:MINIMUM IS-X24'CLFARACCESS THROUGH FLOOR MIN 18'X 24"THROUGH EJCT WALL - (2)Construct cripple wall same as shearwall(SW)above,and VENTED 2X gable-end same as shearwall(SW)below. a=B J ERGY BLOCKING INSULATION BAFFLE WITH 1" (3)Requires 3xor(2)2x foundation sill plate R-317.1 WOOD FLOOR JOIST CLOSER THAN IT AND WOOD GIRDERS CLOSER THAN ao A ,, T QIx IT FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. / / R ,,11 MIN AIR SPACE TO EXTEND (4)Threadetl rod and coupler as required. L a RIMJOIST / \ / HEADER PER PLAN 7017 VERTICALLVABOVE (5)Common nails,UN0:8d=0.131'x2'/f,10tl=0.148"x3", y FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LU. / 1+43' INSULATION T12EATED WOOD SHALL BE OFHOT-DIPPED GALVANIZED BDEF1,STAINLESS STEEL, MST-OR(2)HTT4 12d=0.146x3'/.,i6d=0.162"x3'/:',16d sinker=0.1485c3'/.". SHEATHING PER LU SILICON BRONZE OR COPPER EXCEPTION:121NCH DIAMETER OR GREATER STEEL AT TWO LOCATIONS TO 2X8 DECK JOISTS SW SCHEDULE (8)Install H7's on all tresses/reftars,A35's at 24'a/c on gables& 1,. BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE GABLE ENDS THAT ARE DIRECTLY UPAGAINST d W DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS 2X6 WALL FRAMING AT 167 OC m joist(or solid is le to top plate(sill plate at fdn)t roof When 0 R-806.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 111 W OF specified sparing is less than stall24"H,install A35'S all at roof solid ATTIC AREA OR MOO IF 40.50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL trusses/rafters. SW topplat,LTPe,and install 0 a be sub tit J AND GABLE END VENTING G NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR Conn.per Sim. on St ong-ie r eq can be substituted far A35. LESS FROM THE PROPERTY LINE OR WHEN THE EAVEOR OVERHANG IS LESS THAN O DECK CONNECTION TO WALL D3 4X4 DECK RAILING POST SUPPORT D2 5 FT PROPERTY LINE SETBACK D1 AND HEADER SECTION Conn.per Simpson Strong-Tie or equal. 5 FT FROM THE PROPERTY LINE WHEN APPLICABLE SEE D2 - W (7)Minimum 3x or dbl-2x sad lama wl(2}116d @ 8'o/c at abutting penal edges. R4107 ATTIC ACCESS REQUIRES 22"X 30"MIN CLEAR OPENING IN A READILY ACCESSIBLE AREA 30"MIN HEADROOM,INSULATE AND WEATHERSTRIP 1'-6" 1 HOUR FIRE PROTECTION (8)Anchor bolts shall be embedded at least piece, into concrete; ROOF TO WALL PROVIDED BY SW GYIB AT GATT INSULATION PER GATT INSULATION PER them shall be a minimum of two bolts per piece with one bolt R-310 EGRESS OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44- SO NAILS AT 6"OC PERIMETER FLASHING ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE located not more than 12'or less than seven bolt diameters from ♦^ ABOVE THE FLOOR WITH A MIN OF 5.7 SQUARE FEET,A IN WIDTH OF 20'AND A MIN NAILING TO LEDGER ALL SIDES v PARALLEL OR each end of the piece.2x min rat u., HEIGHT OF 24". NAILING TO SOLID BLOCKING. TIGHT FIT SOLID PERPENDICULAR 18'MAXIMUM ENCROACHMENT INTO SPACING PER PERIMETER R-314.31NTERCONNECTEDSMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING -- ROOF FRAMING 5 SETBACK THIS WIDTH INCLUDES NAILING OF FLOOR DIAPHRAGM BASEPLATE NAILING ROOM IN THE IM4EDIATE VICINITY OUTSIDE ETCH SLEEPING AFRFAAND ON EACH TW M,FINISHES,EAVES AND PER 3W SCHEDULE SHEARWALL SCHEDULE Date. 6nz2o13 STORY. BASEPLATE NAILING OVERHANGS I HOUR MINIMUM FIRE Job 0968 PER SCHEDULE RESISTIVE CONSTRUCTION. SHEATHING-APPLY TO SHEATHING EDGE NAHS•(5) ROOF TO TOP PLATE, W RIM JOIST 3/4"FLOOR PLYWOOD MARK BASE PLATE SILL PLATE ANCHORS w/ SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY y4.FLOOR pLYV,JOOp (I) 2x BF STUDS®16"o/c ALL EDGES BLOCKED FLOOR TO TOP PLATE ❑ NABS"(5) 3"x 3"x 1/4"WASHERS•(8) FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR y U.N.O.BELOW•(9) (m na Ouch) &SILL PLATE SHOWER R314 2X LEDGER BLOCK SHEARWALL PER RAFTER OR TRUSS WITH FLOOR JOIST RIM J015T� FLOOR JO HI or 24 "o/c PER PL�IST SW-1 7/16"OSB 8d Q6"o/c(12"ok field) 16d® l2"o/c �A35 24 "o/c SB"9x10"AB's® 60"0% IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE 12)ISO TO EACH MD PER PLAN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE ate\ SW-2 7/16"OSB 8d Q 4"arc(12"o/c field) 16d @ 6"o/c A35 Qa 16"o/c 5B"Ox10"AB's Q 48"o/c UJ FLOOR JOIST PERIMETER NAILING 0 IONZATION SMOKE ALARMS WITH AN ALARMSILENCING SWITCH SHALL NOT BE PER SW SCHEDULE BATT INSULATION PER BASEPLATE NAILING FLOOR TO TOP WALL FRAMING FLOOR TO TOP INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED ENERGY INFORMATION PAGE PERSW SCHEDULE �`TE CONNECTION PLATE CONNECTION J COOKING APPLIANCE. PER SW SCHEDULE PER SW SCHEDULE Q PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR WALL FRAMING W O HQRIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLANCE. PERPENDICULAR LOWER 18"CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR 1J l R315.1 CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SLEEPING ® ROOF TO WALL CONNECTION O 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR C1 JOIST SECTION LU AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS It.I R-M.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND IT MIN REQUIRED 3/4'SUBFLOOR NAILED WITH SO AT 6' BASEPLATE NAILING NAILING TO SOLID BLOCKING. BASEPLATE NAILING EA GLAZING IS LESS THAN 60"ABOVE FLOOR BETWEEN BM AND OC AT EDGES AND IT OC AT FIELD PER SW SCHEDULE SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE GROUND.18'MIN NAILING OF FLOOR DIAPHRAGM WALL FRAMING �+r� A r-rt'+ M-1503 RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS,THROUGH A SINGLE REQUIRED BETWEEN GATT]AONTION / �7 1-A 1 E WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND. PER E Y/ 31C FLOOR PLYWOOD BATE INSULATION y4.PL PL OU �7 SURFACE,SHALL BE AIR TIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT SQUID BLOCKING OVER BEAM INFOR PAGE PER ENERGY UPS WG�lfl@ErITI 4'CONCRETE SLAB FLOOR INFORMATION PAGE T. Box 28 LYNNw1.(Z wA. 98046 T.(206)28a-4715 F.(206)834-6261 DAMPER FLOOR JOIST PRESSURE TREATED FLOOR JOIST R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS MIN SIZE 4 IN WITH FLOOR JOIST PER PLAN SILL PLATE RIMJOIST PER PLAN semncesOUPSTS.COM 121N STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN RIM JOIST �EssU�Trtl-ArEo General Structural Notes-Unless Noted Otherwise DESIGN CRITERIA PT POST OR 90LB PIROVIDEDAC4 FLOOR TO TOP _ SILL PLATE FELT AT BOTTOM OR APPBATTINSULATKNJ PLA NECTION , II- � FLOOR TO TOP ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 POSITIVECTION •jJ I - ER SCH CTION GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR 6 MIL BLACK PER ENERGY II SW _ OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 VAPOR BARRIER ETE INFORMATION PAGE ,(}NOV,Z till I I 3,-TTI I I - I I• O(�•'•yJ,' DECK LIVE LOAD 60-DECKDEAD LOAD 10 G -I- _ - 1Y py DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. \tea N �j 10 u'�FRGM " ' ••IPR (•�•WIND SPEED BASIC/ULTIMATE 85/110 'rop C.frm• - �p SEISMICCAD.D _ INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED.NOTFY BUILDING DEPARTMENT FOR INSPECTIONS ,, REQUIRED BY LOCAL JURISDICTION. • •�•V•1FOUNDATION-AT FOUNDAION FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY.BOTTOM OF EXTERIOR CRAWL SPACE BEAM FOOTING SHALL BE 1'4°MINIMUM BELOW OUTS DE FINISHED GRADE. SUPPORT SECTIONL® CANTILEVER LOWER FLOOR 62 GARAGE SLAB FLOOR B1 FRAMED FLOOR JOIST COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC MATERIAL AND DEBRIS.FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF _ - 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST CASTiNM:ACE ANCHOR BOLT TO BE 51IT X IT WITH 3 X 3 MINIMUM COMPRESSIVE PROCEDURES. THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 CENTERLINE X 114 PLATE WASHERS AT48'OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE FLIGHT OF STAIRS SHALL NOT EXCEED THE OF RIM JET AND BEARING WALL NO LESS THAN 41/7 AND NO MORE THAN iT FROM EACH SHALL BE NOT LESS THAN CONCRETE fc=2500 PSI MINIMUM 5-12 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 SMALLEST BY MORE THAN 30' FILL ALL HOLES w/16d \ END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI GALLONS OF WATER PER 94 LB SACK OF CEMENT.MAXIMUM SLUMP IS 4'.SEGREGATION OF MATERIALS TO BE / \tea SCHEDULE. PREVENTED. MIN HEAD CLEARANCE FRAMI MECHANICAL \ HANDRAIL 3438" y 2x TREATED PLATE REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND D AND#4 BARS SHALL BE TO BE 6-8" FRAMING FASTENER g•CONCRETE FOUNDATION ABOVE STAIR NOSE 2#4 HORIZONTAL WALL MAX HEIGHT W WITH HORIZONTAL(1)#4 BAR WITHIN GRADE 40,IN ACCORDANCE W ITH ASTM A�15.LAP SPLICES 32 BAR DIAMETERS.WELDED WIRE FABRIC SHALL / STAIR TREAD IF STRAP OVERLAP IS.0,(10)-18d DOUBLE STUDS () MAX UNBALANCED BACKFILL CONFORM TO ASTM AA85 AND SHALL BE 6X8-W 1.4 X W 1.4.LAP ONE FULL MESH AT SPLICES. PER RJ71.5.3 NAILS MIN SHALL GO THROUGH BOTH REINFORCING ROD T 170E TOP OF WALL R403.1.3.1 EACH STRAP CONCRETE SLAB NOT TO EXCEED 48' 8'MIN STRAPS.RELOCATE MSTC ABOVE EDGE NAIL SHTG TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: IX8 RISER FLOOR JOISTS CENTERLINE IF RECI'D. UNO #4 VERTICAL 48"ON CENTER PER 6"WALL MAYBE USED WfIH SECTION R403.1.3.1 MN 14'INT M BEAMS AND POSTS(4x_AND GREATER): DF-L#2 2X12 STRINGERS(3) MECHANICAL r"• r-"-u VAPOR BARRIER MAX HEIGHT 54' ER JOISTS/STUDS(2)U: HF#2/STUD CONNECTION 4"GRAVEL (1)#4 REBAR REQUIRED AT - ECTI R608.5..5 GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) FLOOR TO STAIRS �_$ P�3"'fe4r( T vP�ft,l• MIN RUN 10' hIOI.DOW11 18 X 8 CONTINUOUS THICKENED FOOTING WITH MIN Y FROM 17 X 6 CONCRETE pp� 2x_TIMBER SHALL BE KILN DRIED.GRADES SWILL CONFORM TO'W WPA GRADING RULES FOR WESTERN LUMBER', MAX RISE 7 3ta' PONY WALL CONSTRUCTION: PER PLAN - F� •I•�' LATEST EDITION.ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC.ALL U) 12'GINS UNDER STAIRS yxg MATCH ABOVE 16'o/c SLAB UNDER BULLRING WALL BOTTOM OF FOOTING R403.1.3.1 FOOTING MIN IT BELOW - GRADE CONNECTIONS PER IBC TABLE 2304.10.1. N 2X DRAFT STOP BLOCKING SHEARWALL SPECIFICATIONS �� �" - L7= BETWEENSTU0.S FROM SHEARWALL ABOVE ALL STEEL#4 AND SMALLERTO BE GRADE 40 II ALL FOOTINGS TO BE PLACED ROOF DIAPHRAGM INSTALL MINIMUM I/T COX PLYWOOD(32116)OR 7/16'ORR SHEATHING.NAIL ALL SUPPORTED O .1 ALL STEEL#5 AND GREATER TO BE GRADE 60 ON BEARING SOIL EDGES AND BOUNDARIES WITH 8d AT 6°O.C.AND INTERIOR SUPPORTS WITH 8d AT IT O.C.;BLOCKING NOT F 3/4"-1 IM"NOSING 2X4 STIFFENER REQUIRED. V O Al TYPICAL CONCRETE FOUNDATION(8 OR 6 INCH) TYPICAL STAIR SECTION A¢ O PONY WALL WITH SW IfHOLDOWN O CONCRETE THICKENED SLAB FOOTING FLOOR DIAPHRAGM INSTALL MINIMUM 23/37 T&G STURD4-FLOOR(24oc)SHEATHING.GLUE AND NAIL ALL Q SUPPORTED EDGES AND BOUNDARIES WITH 1.A7 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT I T O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE.THE CONTRACTOR Z SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS O HAVE BEEN INSTALLED.DO NOT SCALE DRAWINGS.PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER V MANUFACTURER'S RECOMMENDATIONS. WI NDDESIGNCRITERIA: LUt`l NOMINAL WIND SPEED-85 MPH RISK CATEGORY II Z to ULTIMATE WIND SPEED-110 MPH IMPORTANCE,1=1.0 O Ln WIND EXPOSURE,S K.=1.00 N SEISIMIC DESIGN CRITERIA: N Z EQUIVALENT LATERAL FORCE PROCEDURE Q IMPORTANCE,to=1.0 Be=1.25 O J SITE CLASS,D Sr=0.40 SEISMIC DESIGN CAT.,D Sea=0.83 V d BETS.FORCE RES.SYS,A.15. Set=0.43 N DESIGN BASE SHEAR= 8239 the Ca=0.13 Lf= V RISK CATEGORY II R=6.5 LU Q LU J � _ O ma UPSTATE ENGINEERING DATE. PO BOX 952 LYNNWOOD,WA 98046 8/13/2018 206-280-0715 STRUCTURAL REVIEW EHD JOB: THIS DRAWING HAS BEEN REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PERTHE .�..� ATTACHEDLETTERJCALCULATIONS PROVIDED BY THIS OFFICE. REVIEWED BY: e,n9 SHEET: DATE:e�ta�te JOB# o9efs 5 r NOTICE `�1 a TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY /APPROVED PERMIT#: 9� -;5 LOT#: I DATE: 6 1 1, JOB ADDRESS: "' y pi.l ..' C ; L 1. Lf. 'TYPE OF INSPECTION: - ❑ NO PERMIT-STOP WORK-OBTAI PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE UILDING 1) P" O PLANNING DEF? 1 CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED _ r PERMIT#: LOT#: DATE: f h JOB ADDRESS: TYPE OF INSPECTION: 4-kettb/1 4 ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Z,r) INSPECTOR DA �/m BUILDING DEPT. 0 PLANNIN DEPT. CITY OF ARLINGTON e ✓ NOTICE TO PERMITEE AND/OR OWNER /PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE:" I C I JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION � �Cf d�� �n�•►JSI�c:`� Cry �,d��r/�S f _ ATi"11- GJUIP�I �'t�ril/IJ�7_�ir�uJs k 110 -T i 1 j.l -N. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 :5- Ay INSPECTOR DATE BUILDING DEPT. p PLANNING DEPT. Sri CITY OF ARLINGTON '., • , 5 fN 0 T I C E TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL (CORRECTIONS REQUIRED 71 DO NOT OCCUPY 0 APPROVED PERMIT#: 2-/ �,Z LOT#: DATE: JOBADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR 4 PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 Ao s �// INSPECTOR DATE pit)IL NG DEPT. �O PLANN C DEPT. CITY OF ARLINGTON (4j I NOTICEAo TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY .0 APPROVED LOT#: DATE: f J JOB ADDRESS: i i� 'L�- t=� '1L�:f c L�(• TYPE OF INSPECTION: I, ( qUWAAAA _ 1 c_ ��—AO/Ncl ❑ NO PERMIT-STOP WORK- OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 1 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. O i,I�,^�,� PLANNING DEPT. ' CITY OF ARLINGTON ti.�' -vi F i NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE: �� JOB ADDRESS: KC-, L TYPE OF INSPECTION: 11 I ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY C WITH CURRENT BUILDING AND/OR PLANNING CODES. li ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH I APPROVED PLAN AND PERMIT OR REMOVE IT. I. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. f Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 1 Z Ny-" S M A?-V-L-o I ry THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 /G29 INSPECTOR DATE BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON . CITY ARLINGTON OF 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18523 Hawksview Dr. Permit#:2232 Parcel#:00898300002500 Valuation:339427.70 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Tapert Homes Address: 1910 BICKFORD AVE STE A Address:PO Box 2280 Address:PO Box 2280 City,State Zip:SNOHOMISH,WA 98290 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:425-330-9155 Phone:425-330-9155 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. 1BC1I0/tRCI10. SALES TAX NOTICE:Sales ti�t x relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and code Ci of Atlin u*5101. (,r Signature Print Name Date Released By Da CONDITIONS See red lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/26/2018 Building Permit Fee $3,378.63 11/26/2018 Building Plan Review Fee $2,196.11 11/26/2018 Furnace $25.00 11/26/2018 Mechanical Fee(Enter Fixture Fee) $25.00 11/26/2018 Mechanical Permit Base Fee $25.00 11/26/2018 Plumbing Permit Base Fee $25.00 11/26/2018 Plumbing Permit Fee(Enter Fixture Fee) $228.00 11/26/2018 Processing/Technology Fee $25.00 11/26/2018 State Building Code Surcharge Fee $6.50 Total Due: $5,934.24 Total Payment: $0.00 Balance Due: $5,934.24 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: z O ~ to " W N F-0 -� x o z � W rsw ui Li Q O w L� w0 o a. 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R20. SFR/DUPLEX Downspouts 03/19/2019 FINAL N.End drains approved. BUILDING Approved S.in work 03/18/2019 R20.SFR/DUPLEX Drains were in and exposed. 03/18/2019 Nova Heaton Approved FINAL Ok to fill with drain rock 03/07/2019 R20.SFR/DUPLEX Foundation approved 03/07/2019 BUILDING Approved FINAL 03/05/2019 R20.SFR/DUPLEX 03/05/2019 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/19/2018 RESIDENTIAL SINGLE BUILDING FAMILY Fees Fee Description Notes Amount Building Permit Table 4-1 $3,378.63 Building Plan Review Table 4-2 $2,196.11 Forced Air Heat fee per Btu $25.00 Mechanical Fee(Enter Fixture Fee) $25.00 Mechanical Base Permit Fee $25.00 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit $228.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Total $5,934.24 Attached Letters Date Letter Description 11/26/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/04/2019 Tapert Homes #1595 Check Raelynn Jones $5,934.24 Outstanding Balance $0.00 Uploaded Files Date File Name 09/22/2021 9741217-2232 Inspection-Insulation.pdf 09/22/2021 9741212-2232 Inspection-rough plumbing.Gas pip ing,pdf 09/22/2021 9741213-2232 Inspection-rough plumbing,pdf 09/22/2021 9741214-2232 Inspection-shearwall.pdf 09/22/2021 9741215-2232 Inspection-framing,pdf 09/22/2021 9741216-2232 Inspection-heatingagnt.pdf O1/06/2020 6055117-2232 9-18-19IC.pdf 03/04/2019 4578781-2232 Signed permit.pdf 10/19/2018 4066625-2232 Application.pdf 3 1/183S Nb'7d S213"no N O I S 3 Q 3 w O H Z99Z NV'1d :133rotid o o Luoo sue�dp nnn�nn Q�da3Wr73 SUO1Ob211NOO 3NO1SHOO :N3mins 0 w y cuoo-sueldpleaacuo-mmm z W O Q z �wLU � o ILL �a> wN co y0 U �zO L r 1 wza L ILL � Co L9O a LA- U NN O [ FO \ Z,m O Z Z W 0ILL >_ L 8Z 6 LZ J] U H WW(7W0 >>zza �w>QD 'JJw W www ` a 3ag > I ' a Oa OQO Q J 7 f—U' U � I II I I I I I ! 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