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HomeMy WebLinkAbout104 N WASHINGTON AVE_BLD3335_2026 TDD2C100MV SUB-1 B TAG: Downflow/Horizontal TDD2C100A9V5VA Gas Furnace - Variable ADD2C100A9V5VA Speed - 2 Stage Heat 5/8" 21" 28" 19-1/4" 24-1/2" 19-5/8" 5/8" SIDE PANEL 1/2" CUTOUT FOR 5" 0 SIDE PANEL CUTOUT HORIZONTAL FOR HORIZONTAL VENTING VENTING THROUGH THE CABINET 3-1/16" THROUGH 7/8" DIA. HOLES 4 1/8 ;-' ` THE CABINET ELECTRICAL 3-1/2 5" j CONNECTION i 40 3 3/8 "; 7/8" HOLE 7' �� i WITH PLUG FLUE 3/4� \ ` 2-1/8" OPENING � 3 i 4" �.1 ` 2 1/8" 19-1/2" 1-5/8" HOLE WITH PLUG S 20-1/4" CONNECTION (ALTERNATE) 1-5/8" HOLE 3/4" 12 3/8" 3 15/16' 0 WITH PLUG ` 10 0 19" ` 7-3/8" 8-1/:4 5-5/16" 1/2" 1-5/8" HOLE WITH PLUG 3-3/4" 1-5/8" DIA. HOLE WITH PLUG GAS CONNECTION (ALT) 1-5/8" HOLE WITH PLUG 0 2015 Ingersoll Rand *DD2C100A9V5VA FURNACE HEATING AIRFLOW(CFM)AND POWER(WATTS)VS.EXTERNAL STATIC PRESSURE WITH FILTER AIRFLOW DIP SWITCH SETTING EXTERNAL STATIC PRESSURE SETTING S4-3 S4-4 0.1 0.3 0.5 0.7 0.9 CFM 890 870 855 850 825 LOW ON ON TEMP RISE 54 55 56 57 58 WATTS 87 120 160 200 250 HEATING CFM 1100 1090 1080 1070 1070 1ST MEDIUM"" ON OFF TEMP RISE 44 44 45 45 45 STAGE WATTS 135 175 225 260 320 CFM 1270 1290 1295 1300 1300 HIGH OFF OFF TEMP RISE 38 37 37 37 37 WATTS 195 260 315 365 425 CFM 1230 1220 1250 1255 1275 LOW ON ON TEMP RISE 60 61 59 59 58 WATTS 180 220 290 345 410 HEATING CFM 1520 1550 1560 1555 1530 2ND MEDIUM'* ON OFF TEMP RISE 49 48 47 48 48 STAGE WATTS 295 385 460 525 565 CFM 1820 1825 1825 1800 1740 HIGH OFF OFF TEMP.RISE 41 41 41 41 43 WATTS 475 570 625 685 695 *13132C100A9V5VA FURNACE COOLING AIRFLOW(CFM)AND POWER(WATTS)VS.EXTERNAL STATIC PRESSURE WITH FILTER OUTDOOR AIRFLOW DIP SWITCH SETTING EXTERNAL STATIC PRESSURE UNIT SIZE SETTING (TONS) S3-1 S3-2 S3-3 S3-4 0.1 0.3 0.5 0.7 0.9 LOW ON ON OFF ON CFM 1025 1050 1035 1030 1005 (350 CFM/TON) WATTS 125 165 195 250 285 3.0 NORMAL ON ON OFF OFF CFM 1185 1180 1180 1190 1190 (400 CFM/TON) WATTS 165 210 250 315 365 HIGH CFM 1300 1345 1355 1375 1370 (450 CFM/TON) ON ON ON OFF WATTS 200 280 325 405 450 LOW OFF ON OFF ON CFM 1195 1185 1200 1200 1190 (350 CFM/TON) WATTS 165 215 270 320 370 3.5 NORMAL OFF ON OFF OFF CFM 1360 1390 1425 1420 1420 (400 CFM/TON) WATTS 230 315 380 430 495 HIGH CFM 1560 1595 1595 1595 1570 (450 CFM/TON) OFF ON ON OFF WATTS 320 425 460 540 585 LOW ON OFF OFF ON CFM 1350 1385 1410 1420 1410 (350 CFM/TON) WATTS 235 300 375 425 495 4.0 NORMAL ON OFF OFF OFF CFM 1575 1615 1625 1610 1585 (400 CFM/TON) WATTS 340 420 495 545 595 HIGH CFM 1800 1795 1790 1760 1690 (450 CFM/TON) ON OFF ON OFF WATTS 480 555 620 670 675 LOW OFF OFF OFF ON CFM 1745 1760 1755 1735 1670 (350 CFM/TON) WATTS 440 515 595 640 660 5.0" NORMAL** OFF OFF OFF OFF CFM 2010 2000 1940 1865 1760 (400 CFM/TON) WATTS 630 700 745 740 725 HIGH OFF OFF ON j OFF CFM 2205 2130 2015 1890 1740 (450 CFM/TON) WATTS 830 835 800 760 720 NOTES: 1."First letter may be"A"or"T 2."Factory setting 3.Continuous Fan Setting:Heating or Cooling airflow is approximately 50%of selected Cooling value. 4.LOW 350 cfm/ton is recommended for Variable Speed application for COMFORT&HUMID CLIMATE setting;NORMAL is 400 cfm/ton; HIGH 450 cfm/ton is for DRY CLIMATE setting INDOOR BLOWER TIMING COOLING OFF- DELAY OPTIONS Heating: The ECM Fan Control controls the variable speed indoor blower. The blower"on"time is fixed at 45 seconds after SWITCH SETTINGS SELECTION NOMINAL- ignition. The FAN-OFF period is field selectable by dip switches AIRFLOW #2 and #3 on the Integrated Furnace Control at 60, 100, 140, or 180 seconds. The factory setting is 100 seconds, (See unit 5-OFF 6-OFF NONE SAME wiring diagram). 5-ON 6-OFF 1.5 MINUTES 100%' Cooling:The fan delay-off period is set by dip switches on the ECM Fan Control board connected to the Integrated Furnace 5-OFF 6-ON 3 MINUTES 50% Control. The options for cooling delay off is field selectable by dip switches #5 and #6. However, dip switch #1 on the Inte- 5-ON 6-ON "* 50 100% grated Furnace Control must be set to"ON"for cooling mode to function properly. *-This setting is equivalent to BAY24XO45 relay benefit The following table and graph explain the delay-off settings: **-This selection provides ENHANCED MODE,which is This selection provides a ramping up and ramping down a ramping up and ramping down of the blower speed to pro- of the blower speed to provide improved comfort,quietness,and vide improved comfort, quietness, and potential energy sav- potential energy savings. The graph below shows the ramping ings.See Wiring Diagram notes on the unit or in the Service process. Facts for complete wiring setup for ENHANCED MODE. The graph which follows, shows the ramping process. 100%if necessary 80% Dehumidify 50% 50% Fast Coil Cooling Efficiency OFF OFF 1 I 7.5 I 3 minute minutes minutes General Data o TYPE Downf low/Horizontal VENT COLLAR—Size(in.) 4 Round RATINGS 2 HEAT EXCHANGER 1st Stage Input BTUH 65,000 Type-Fired Alum.Steel 1 st Stage Capacity BTUH(I CS) 3 52,000 -Unfired 2nd Stage Input BTUH 100,000 Gauge(Fired) 20 2nd Stage Capacity BTUH(ICS) 3 81,000 ORIFICES—Main Temp.rise(Min.-Max.)°F. 35-65 Nat.Gas.Qty.—Drill Size 5—45 BLOWER DRIVE DIRECT L.P.Gas Qty.—Drill Size 5—56 Diameter-Width(In.) 11 x 10 GAS VALVE Redundant-Two Stage No.Used 1 PILOT SAFETY DEVICE Speeds(No.) VARIABLE SPEED Type Hot Surface Ignition CFM vs.in.w.g. See Fan Performance BURNERS—Type Multiport Inshot Motor HP 1 Number 5 R.P.M. VARIABLE POWER CONN.—WPh/Hz a 115/1/60 Volts/Ph/Hz 115/1/60 Ampacity(In Amps) 14.9 FLA 12.8 Max.Overcurrent Protection(amps) 20 COMBUSTION FAN-Type Centrifugal PIPE CONN.SIZE(IN.) 112 Drive-No.Speeds Direct-2 DIMENSIONS H x W x D Motor HP PSC[Shaded Pole]-RPM 1/75/[1/145]-2708/1868 Crated(In.) 41-3/4 x 23 x 30-1/2 Volts/Ph/Hz 115/1/60 Uncrated(In.) 40 x 21 x 28-1/2 FLA PSC[Shaded pole] 0.87/0.49/[0.22/0.201 WEIGHT FILTER—Furnished? Yes Shipping(Lbs.)/Net(Lbs) 166/155 Type Recommended High Velocity Hi Vel.(No.-Size-Thk.)Shipped 2-16 x 20-1 in. O Central Furnace heating designs are certified by the American Gas Association Inc.Laboratories. O Ratings shown are for elevations up to 2000 feet.For elevations above 2000 feet;Ratings should be reduced at the rate of 4%for each 1000 feet above sea level. O Based on U.S.Government Standard Tests. ®The above wiring specifications are in accordance with National Electrical Code;however,installations must comply with local codes. Mechanical Specifications NATURAL GAS MODELS—Central heating BURNERS—Multi-port,in-shotburners will STYLING—Heavy gauge steel and"wrap- furnace designs are certified by the Ameri- give years of quiet and efficient service. All around" cabinet construction is used in can Gas Association for both natural and models can be converted to L.P.gas without the cabinet with baked-on enamel finish for L.P.gas. Limit setting and rating data were changing burners. strength and beauty. The heat exchanger established and approved under standard INTEGRATED SYSTEM CONTROL—Exclu- section of the cabinet is completely lined with rating conditions using American National sivelydesignedoperationalprogramprovides foil-faced fiberglass insulation. This results total control of furnace limit sensors,blowers Standards Institute standards. in quiet and efficient operation due to the , excellent acoustical and insulating qualities SAFE OPERATION—The Integrated Sys- gas valve, flame control and includes self of fiberglass. tem Control has solid state devices, which diagnostics for ease of service. continuously monitor for presence of flame, FEATURES AND GENERAL OPERATION AIR DELIVERY—The variable speed,direct- when the system is in the heating mode of — These High Efficiency Gas Furnaces operation. Dual solenoid combination gas drive blower motor, with sufficient airflow employ a Hot Surface Ignition system,which valve and regulator provide extra safety. range for most heating and cooling require- eliminates the waste of a constantly burning ments, will switch from heating to cooling pilot. The integrated system control lights QUICK HEATING— Durable, cycle tested, speeds on demand from room thermostat. the main burners upon demand for heat heavy gauge aluminized steel heat ex- The blower door safety switch will prevent or from the room thermostat. Complete front changer quickly transfers heat to provide terminate furnace operation when the blower service access. warm conditioned air to the structure. Low door is removed. (Fan relay and 35VA control energy power vent blower,to increase ef- transformer is standard). a. Low energy power venter. ficiency and provide discharge of gas fumes b. Vent proving differential switch. to the outside, allows common venting with hot water heater. cE � us �.S�o I ntertek Since Ingersoll Rand has a policy of continuous product and Library - product data improvement,it reserves the right to change Product Section Furnaces specifications and design without notice. Product Furnace Technical Literature-Printed in U.S.A. Model TDD2-A9V Literature Type Submittal Ingersoll Rand Sequence - 6200 Troup Highway Date 04/15 Tyler,TX 75707 File No. TDD2C100A9V-SUB-1 B Supersedes TDD2C100A9V-SUB-1A NOTICE v/ TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL X CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: L-U � OTHER: ❑ NO PERMIT- STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 I .r INSPECTOR DATE 0 PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON i 1/ NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED 77 c- 0 AM ❑ PM DATE: j�.LL �J�� PERMIT#: - , OB ADDRESS: 1 L}- i.. , [F LOT#• PROJECT: �,` -T i TYPE OF INSPECTION: .l A OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 , INSPECTOR DATE Cl PLANNING O CIVIL 7 BUILDING CITY OF ARLINGTON - S i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 0 APPROVED PERMIT#: ❑ AM ,Q PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: - OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 r - , THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 xr INSPECTOR DATE - 0 PLANNING Cl CIVIL [7BUILDING CITY OF ARLINGTON Y NOTICE TO PERMITEE AND/OR OWNER 7 PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 0 AM ❑ PM DATE• y � �- JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL 0 BUILDING CITY OF ARLINGTON • • 57 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY XAPPROVED -7 PERMIT#: ��% �- ❑ AM ❑ PM DATE: 3 - rG JOB ADDRESS: - ;- LOT# PROJECT: TYPE OF INSPECTION: OTHER: _; ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 IL THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Y O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL I'CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 GAS� Off, 0 PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON !/ -NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7f APPROVED PERMIT#: Q AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE .``ty ClPLANNING M CIVIL g BUILDING CITY OF ARLINGTON `,y .a. CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3335 104 N Washington Avenue PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601301 Valuation:275846.34 OWNER APPLICANT CONTRACTOR CHRIS AND HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH85lQC EXP:04/22/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. ��,r/,✓lS 12�y�2oz s Sign; Print Name Date Released By D c CONDITIONS SEE REDLINED DRAWINGS FOR. )ITIONAL REQUIREMENTS.ADHERE TC 2 PROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT. CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES 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 12/04/2020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitigation-City $3,355.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Fireplace/lnsert/Woodstove $15.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Bath/Shower or Shower Only $45.00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 Sinks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 Building Permit Fee $2,976.61 12/04/2020 Building Plan Review Fee $1,934.80 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,433.91 Total Payment: $0.00 Balance Due: $7,433.91 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ARLINGTON SCHOOL DISTF `�T NO. ,16 145129 LOCAL RECEIPT DATE () 4 a -c'Z Received from t C ' 'n For �� 1 1 � l "� ���I �k: 3��Y� ACCOUNT C AMOUNT CASH Hec y MD BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 !!\\ 145130 LOCAL RECEIPT DATE U (&.J L _ V Received from �� For / ACCOUNT C E AMOUNT Li CASH By �7�ILa11. NO BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145131 LOCAL RE EIPT DATE L Received from kc JW.j For — l� ACCOUNT E AMOUNT Nal CASH MC BANK L 1DATE� AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145132 LOCAL RE EIIPIT DATE ' � acac) Received from �LC, For U(. �)� �ml� R ACCOUNT 00a AMOUNT y/� 41 $ LJ�f✓ LJ(J H CASH BY MC i fJ �r I Y REST VENTIAL PERMIT jAPPLICATION ® 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 BY TWO(2)SETS 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: ICT l � ; 3�Oc.� �n �11�t�i e Plat: _(?,;FtoRDs 40.0;1,'0n) 1D f-)r4;A,q L Single-family Duplex Townhouse E Addition U Accessory structure Proposed Area: 1 s' Floor: 2"d Floor: 11 G Garage: yy0 Total SF: Describe Proposal (include cross street): n�Eui �;N�(� rA rrJ;11 l 2M Valuation: , Owner: Cbri5 �U lVD&P- Wm)Tr'ar'T -io Ss[L.-ro 9;o6FGy^.p l R5 S •y.) As ?erm,fa )Qib Rpud., / Address: P d. agx 3 61y City: State: I W. Zip Code: Phone: 45- 327 01798 Email: Csm ;-rh 0 nw>amb. US Applicant: , 1 i D(,CLAti p CtISTpm LLL Address- r, �, f�o�c l,�D City: State: Zip Code: q�ZZ3 Phone: L/;ZT -3y 3- 4_6(vZ_ Email: -ni)t7A Vi ec4J /Oil CD U5fl .Cowl Contractor: 2 i 0 L&L.Azuk1 CUSTOM 4pM002 LLL Address: ? ca /,:�O City: &<h6Z_State: _ Zip Code: c1 Z Phone: ��,,15- _�-�?q 2,— L15-(o7_ Email: nc0(Thy eLL) )D1:j & 115,4 , COrv( Contact Person:0 A A S )Iii _ License Number: 9i DbcCFF&-I QC_Expiration: /Z Zoz2_ i-:;P .ZDZ 4puwu'l qftug FAlk W_k S P"? Received 3 27�;, Q54V 6/16LP Page 1 of 3 .... : � =' I ►i RESIVENTIAL PERMIT #4PPLICATION a 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 [ Sink (1.5) x / Shower(2.0) x I Lavatory (1.0) x y Clothes Washer(4.0) x I [ Water Closet (2.5) x D Dishwasher (1.5) x 1 Water Heater x L Hose Bibb (2.5) x Z Water Heater Model# NPA-Z105 oN ZL-mAMO /1/14,VI,FW 9s%0 f pr- CT Other(list) x Plumbing Section Continued Proposed Water Piping Size: it Proposed DWV Material: '4135 Proposed Piping Material: rsco Pe,,� Proposed DWV Size: 3 it • 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 x Y RESIDENTIAL PERMIT w►PPLICATION Department of Community& Economic Development �il ,SO 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; 5QXIR °yo Furnace (8e+f 45r) Model# 14M&9,z4k) S!1)„pfE(p AFUE a Heat Pump Model# SEER HSPE AC Unit Model# SEER Type II Hood Commercial Cooking Appliance Hydronic Piping Boiler Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ Storage Tank Freestanding Stove Gas Piping Other Gas Piping Information Not Applicable: �J� Pipe Material: ,G ck T-Aod Pipe Size: ''Al 0Total BTU's of all Appliances: ?qQl 60D Distance from Meter to Furthest Appliance: 1-6 i • 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 required within 6 feet of all appliances Applicant Signature: A Date: :� II Print Applicants Name: _� -JV AA S f n i U ll'c UOrrh 6/16LP Page 3 of 3 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information RIDGELAND CUSTOM GEORGE D.DEASY AIBD 1304 HILLCREST PARKWAY MT.VERNON,WA.98274 360-428-4819 Heating System Type: •All Omer systems o Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 JAT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq it) 2,079 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.51 19,751 Glazing and Doors U-Factor X Area = UA Instructions uoN � 0.280 352 98.56 Skylights ights U-Factor Xf�Area = UA Instructions 0.50 l� Insulation Attic U-Factor X Area = UA Instructions pw i 0.026 1,359 35.33 Single Rafter or Joist_Vaulted_ Cellings U-Factor X Area UA Instructions No selection --- Above Grade Walls("*Figure 1) U-Factor X Area UA Instructions ��•*ry>• I 0.056 1,944 108.86 Floors J U-Factor X Area UA Instructions I 0.025 1,299 32.48 Below Grade Walls(a mFr m i) U-Factor X Area UA Instructions 1W No selection Slab Below Grade(see Figure 1) F-Factor X Length UA Instructions -�d ` No selection �] -- Slab on Grade(aw Figure v f F-Factor X Length UA Instructions tee= j No selection 0 Received Location of Ducts J JUL ® 2�20 Instructions - - Duct Leakage Coefficient 0 1.10 7 Sum of UA 275.23 Envelope Heat Load 12,936 Btu/Hour Figure 1. SumofUAXAT Air Leakage Heat Load 10,025 Btu/Hour VolumeX 0.6XATX.018 Abate G,.de Building Design Heat Load 22,961 Btu/Hour — Air Leakage�„, Building and Duct Heat Load 25,257 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space.Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 35,360 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Dud Heat Loss X 1.25 for Heat Pump (07101113) 2016 Washington State Energy Code:UA Ake' �Ive Worksheet,Type R-3 Occupancies RIDGELAND(ARLINGTON) GEORGE D.DEASY AIBD 1304 HILLCREST PARKWAY MT VERNON,WA.98274 360-428-4819 Conditioned Floor Area 2,079 Component Performance,R occupancies Code Target Values Proposed Design Area UA Area UA Doors U= 0.300 40 12 40 12 Overhead Glazing U=0.500 0 0 0 0 Vertical Glazing U=0.300 312 94 3131 88 Flat/Vaulted Ceilings U=0.026 1,359 35 1,3591 37 Wall(above grade) U=0.056 1,944 109 1,9431 111 Floors U= 0.029 1,299 38 1,2991 32 Slab on Grade F= 0.540 0 0 01 0 Below Grade Wall U= 0.042 0 0 0j 0 Below Grade Slab F= 0.570 0 0 01 0 Target UA Total 287 Proposed UA Total 280 Target Credits from Table 406.2 3.5 Proposed Credits from 3.5 Table 406.2 Qualifies,please check for complete Component Desripti( If the Proposed UA s the Target UA,and the Proposed Credits from Table 406.2 are>those required in Section R406.2,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Insulated Steel,Wood Edge IlSteelWE) 10-6C 0.16 1 3 e 6 e 20 3 M.d.rahin vo"dfaae(WooasWF) 10-6C 0.46 1 3 e 6 a 20 9 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 40 12 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet '"ch Feet Inch Area UA 0 0.00 Oj 0 0 0.001 0 0 0 0.001 01 0 0 0.001 0 0 0 0.001 0 0 Sum of Area and UA 0 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) ,L � �! i 2016 Washington State Energy Code:UA Afte-- -tjive Worksheet,Type R-3 Occupancies Vertical Glazing Plan Component Glazing Width Height ID Descrip-don Ref. U Qt. Feet Inch Feet "`h Area UA 291 Vinyl,Low-e+argon Clear _ v 10-66 0.28 6 3 e 61 ° 108 30 2gl Vinyl,Lowe+argon Clear v 10-6B 0.28 3 2 ° 21 ° 12 3 291 Vinyl,I.-+argon Clear 'w 10-613 0.28 1 1 ° 5 e 5 1 2gl Vinyl,Low-a+argon CJear v 10-6B 0.28 2 4 U 4 U 32 9 2g1 Vinyl,Low-e+argon Clear v 10-6B 0.28 1 4 ° 3 U 12 3 2gl Vinyl,Lowe+argon Clear _ V 10-66 0.28 5 3 ° 5 e 75 21 2gl Vinyl,Low-e+argon Clear 10-613 0.28 2 3 ° 3 e 21 6 2gl Vinyl,Law-e+argon Clear _ '. 10-66 0.28 1 6 ° 8 ° 48 13 0 0.00 0 0 v 0 0.00 0 0 0 0.001 01 0 _ 0 0.00 01 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 0 w 0 0.00 01 0 0 0-00 0 0 0 0.00 0 0 Iw 0 0.00 0 0 •' 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00H 0 0 _v 0 0.00 U 0 0 0.00 0 0 v 0 0.00 0 0 _w 0 0.00 0 0 v 0 0.00 0 0 0 0.00 0 0 Iw 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 v 0 0.00 0 0 v 0 0.00 0 01 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 v 0 1 0 0 0 0.00 0 0 Iw 0 0.00 0 0 _ 0 0-00 0 0 'w 0 0.00 0 0 Ile0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 01 01 Sum of Area and UA 3131 88 Glazing Area Weighted U 0.280 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington Stale University Extension Energy Program. (see copyright restrictions) vanr»n ..re Y, a - l 2015 Washington State Energy Code:UA Alternntive Worksheet,Type R-3 Occupancies FlatfVaulted Ceilings Plan Component Attic ID De_scripdon Ref, U Area UA NRIIII,—AIIi,ITDb,1II,d _ _ __ 'W 10-7 0.027 1,3591 37 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 1 1,3591 37 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21—Ity.RD roan,STD 2xev Lap V 10-5 0.0571 1,9431 111 W 0 0.000 0 W 0 0.000 0 0 0.000 1 0 Sum of Area and UA 1,9431 111 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 witted Joist fiuc _ _� 10-3 0.0251 1,299 32 0 0.000 0 0 0,000 0 1W 0 0.000 0 Sum of Area and UA j 1,2991 32 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA _ V 0 0.000 0 V 0 0.000 0 0 0.000 0 V 0 0.000 0 Sum of Area and UA 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Descrip on Ref. U Area UA F Length UA V 0 0.000 O.Oj 0.000 0 0 0.000 0.01 0.000 0 0 0.000 6.01 0.000 0 0 0.000 0.0 0.000 0 Sum of Area,Length and LIAI 01 0.0 0 1 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington Stale University Extension Energy Program. (see copyright restrictions) MUM 3 of 4 �ti ;015 Washington State Energy Code:M Altc--thre Worksheet,Type R-3 Occupancies Table R406.2 Summary Opt. Description _ Credit(s) 1a Efficient Building Envelope is 0.5 0 0.5 1b Efficient Building Envelope 1b 1.0 0 1c Efficient Building Envelope 1c 2.0 0 1d I Efficient Building Envelope 1d 0.5 13 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0 2b Air Leakage Control and Efficient Ventilation 2b 1.0 0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 0 3a High Efficiency HVAC 3a 1.0 0 1.0 3b High Efficiency HVAC 3b 1.0 0 3c High Efficiency HVAC 3c 1.5 0 3d High Efficiency HVAC 3d 1.0 0 4 High Efficiency HVAC Distribution System 1.0 0 5a Efficient Water Heating 5a 0.5 0 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 0 1.5 5d Efficient Water heating 5d 0.5 0 6 Renewable Electric Energy 0.5 kWh 0 Total Credits 3.5 "Please refer to Table R406.2 for complete option descriptions Copyright 2013,WSUEEPI04)09(Version 11)Copied by permission from Washington Stale University EMension Energy Program. (see copyright restrictions) 3/3/2020 4 of 4 r--. Table 406.2 Energy Credits 2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. Ida EFFICIENT BUILDING ENVELOPE Id: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U=0.24 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfin),not interlocked with the furnace fan.Ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. i i � � i � � i it i � �� i i_ � ' - - i ' ' i Table 406.2 Energy Credits 2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 941/o,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 36° HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 9.0 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c° HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1.5 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3db HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 Ductless Split System Heat Pumps,Zonal Control:In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts,hydronic piping,hydronic floor heating loop,convectors and radiators.All combustion equipment shall be direct vent or sealed combustion. For forced air ducts:A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space.All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic.If flex ducts are used,they cannot contain splices.Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. _ - I + � _ � � ' � I _ Table 406.2 Energy Credits 2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.' To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.0 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3 c. or For R-2 occupancy,a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. 5c EFFICIENT WATER HEATING 5c: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 5d EFFICIENT WATER HEATING 5d: 0.5 A drain water heat recovery unit(s)shall be installed,which captures waste water heat from all the showers,and has a minimum efficiency of 40%if installed for equal flow or a minimum efficiency of 52%if installed for unequal flow.Such units shall be rated in accordance CSA 1355.1 and be so labeled. To qualify to claim this credit,the building permit drawings shall include a plumbing diagram that specified the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. ,., � V Table 406.2 Energy Credits 2015 Code OPTION DESCRIPTION CREDIT(S) Estimated Cost 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per each housing unit provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits. Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PV WATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. �. . ti ' 1 I ' � � i I I I 1 r. GEORGE D. DEA5Y AIBD BeamGhek v2018/icen5ed to: GEORGE D. DEA51'A/BD Reg #810-12 . ARLINGTON HOUSE PATIO DOOR HDR 1 Date: 2/25/20 5a/ect/on bx 10 DF-L #2 Lu = 0.0 Ft Conditions ND5 2015 Min Bearing Area R1= 3.5 inzR2= 5.5 in2(1.5) DL DefI= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 1560 # Reaction 2 LL 1560 # Beam Wt per ft 121# Reaction 1 TL 2155 # Reaction 2 TL 2155 # Bm Wt Included 'I6# Maximum V 2153 # Max Moment 32-75'# Max V (Reduced)160'I # TL Max DefI L / 240 TL Actual DefIL />1000 LL Max DefI L /360 LL Actual DefIL / >1000 Attr/butes Section (in3) Shear (in2) TL DefI (in) LL DefI Actual 52-13 52.25 0.05 0.05 Critical 44A1 14.15 0.30 0.20 5tatu5 OK OK OK OK Ratio 54016 2-10/0 160/0 150/0 Fb (psi) Fv (psi) E (p5i x mil) rc_!(p5i) ya/ue5 Reference Values 515 170 1.3 625 Ad'u5ted Values 95 75 170 1.3 625 Ad%uytment5 OF 5ize Factor 1.0o0 Gd Duration 1.00 1.00 Cr Repetitive 1.00 Gh 5hear 5tre55 N/A Gm Net Use 1.00 1.00 1.00 1.00 GI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL:520 Uniform TL:'115 = A Uniform Load A R1 = 2155 R2 = 2153 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. OFFICE CO GEORGE D. DEASY AIBD BeamGhek v2018!!tensed to: GEORGE R L7EA3 K AIBD Reg#0 10-12 ARLINGTON HOUSE PATIO OPENING 2 Date: 2/25/20 5election bx 12 DF-L #2 Lu = 0.0 Ft Conditions NDS 2015 Min Bearing Area R1= -1A in'R2= 7.9 inz(1.5) DL Deft= 0.05 in Data Beam Span 7.0 ft Reaction 1 LL 3156 # Reaction 2 LL 3136 # Beam 1Nt per ft 15.5-7# Reaction 1 TL 4936 # Reaction 2 TL 4956 # Bm Wt Included 105# Maximum V 4936 # Max Moment 8639'# Max V (Reduced)3555 # TL Max DefI L /240 TL Actual DefI L /522 LL Max DefI L /360 LL Actual DefIL />1000 Attributes Section (in') shear (in') TL DefI (in) LL Defl Actual 121.25 63.25 0.10 0.05 Critical 115.47 31.63 0.35 0.23 Status OK OK OK OK Ratio 98% 50% 29016 25% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) values Reference Values 675 1'70 1.5 625 _Adjusted Values 575 170 1.5 625 A_ diustments GF Size Factor 1.000 Gd Duration 1.00 1.00 Or Repetitive 1.00 Gh Shear Stress N/A Gm Net Use 1.00 1.00 1.00 1.00 GI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL:520 Uniform TL:-115 = A Par Unif LL Par Unif TL Start End 375 H = 600 0 TO 1 1 = 50 0 7.0 H Uniform Load A 1 R1 4936 R2 = 4936 SPAN = 7 FT uniform and partial uniform loads are Ibs per lineal ft. GEORGE D. DEASY A16D BeamGhek v2018 licensed to: GEORGEIJ. IJE�I5Y�V/BD Reg#810-12 ARLINGTON HOUSE 15T FLOOR WIN HDR 3 Date: 2/25/20 Selection I 6x 10 DF-L #2 Lu = 0.0 Ft G_ ondition5 N05 2015 Min Bearing Area R1= 5.4 inzR2= 3.4 inz(1.5) DL Deft= <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 1544 # Reaction 2 LL 1544 # Beam Nlt per ft 12.7# Reaction 1 TL 2112 # Reaction 2 TL 2112 # Bm INt Included 35# Maximum V 2112 # Max Moment 15541# Max V (Reduced) qcM # TL Max DefI L /240 TL Actual DefIL / >1000 LL Max DefI L /560 LL Actual DefIL / >1000 ,Attributer Section (in-) Shear (inz) TL DefI (in) LL Defl Actual 52.13 52.25 0.01 <0.01 Critical 21.72 5.50 0.15 0.10 Status OK OK OK OK Ratio 26% 17% 401b 3% Fb (psi) Fv (PSI) E ( Si x mil) Fc.l._( si) Values Reference Values 8-75 1-70 1.5 625 Ad'u5ted Values 5-75 1'10 1.3 625 .4d gktme br, GF Size Factor 1.000 Cd Duration 1.00 1.00 Gr Repetitive 1.00 Gh Shear Stress N/A Gm Net Use 1.00 1.00 1.00 1.00 GI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft o d5 Uniform LL:520 Uniform TL:'115 = A Par Unif LL Par Unif TL Start End 3-15 H = 600 O 5.0 1 1 = 50 O 5.0 I 1 H Uniform Load A R1 = 2112 R2 = 2112 SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. i� I GEORGE D. DEASY AIBD BeamGhek v2Ol6 licensed to: GEORGED. DFA5YAlBD Reg#010-12 ARLINGTON HOUSE 2ND FLOOR UTILITY RM HDR 4 Date: 2/25/20 Selection 6x b DF-L #2 Lu = 0.0 Ft Gor�diticr,5 ND5 2015 Min Dearing Area R1= 2.0 inzR2= 2.0 in'(1.5) DL DefI= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 750 # Reaction 2 LL '150 # Beam YVt per ft 10.02# Reaction 1 TL 1220 # Reaction 2 TL 1220 # Bm YVt Included 40# Maximum V 1220 # Max Moment 1220'# Max V (Reduced) 839# TL Max DefI L /240 TL Actual DefIL / >1000 LL Max DefI L /560 LL Actual DefIL />1000 _ Attributes section (in3) Shear (inz) TL DefI (in) LL DefI Actual 51.56 41.25 0.02 <0.01 Critical 19.52 '1.40 0.20 0.15 Status OK OK OK OK Ratio 35% 180/0 8010 6% I 1 b (psi) Fv (psi) E (p5i x mil) FG L(psi) values Reference Values '150 1-TO 1.3 625 Ad'u5ted Values 150 1-TO 1.5 625 A4ju5tment5 GF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Gm Wet Use 1.00 1.00 1.00 1.00 GI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL:3-15 Uniform TL:600 = A Uniform Load A f\ o R1 = 1220 R2 = 1220 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. i Some L&I regional offices are now open on a limited basis by appointment only,for services that cannot be provided over the phone or online. Masks are required for in-person appointments. Call the office near you (httq;:__n wo,gov agency/contact/4ofbce-locailons).for assistance,or call 360-902-5800 from 8 a.m.to 5 p.m.weekdays (except state holidays). Washin90'-�'•:•pi,lmenl of `)Labor&Industries(httoS://Ini.Wa,g_), RIDGELAND CUSTOM HOMES LLC Owner or tradesperson PO BOX 130 Principals ARLINGTON,WA 98223 WRIGLESWORTH,DENNIS 425-343-4562 RAY,PARTNER/MEMBER SNOHOMISH County WRIGLESWORTH,DAWN BALINDA,PARTNER/MEMBER Doing business as RIDGELAND CUSTOM HOMES LLC WA UBI No. Business type 603 548 242 Limited Liability Company Governing persons DAWN B WRIGLESWORTH DENNIS R WRIGLESWORTH; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations Construction Contractor Active Meets current requirements. License specialties GENERAL License no. RIDGECH851QC Effective—expiration 11/03/2015—04/12/2022 Bond American Contractors Indem CO $12,000.00 Bond account no. 100289478 Received by L&I Effective date 11/03/2015 10/26/2015 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no BKS57224873 Received by L&I Effective date 10124/2019 01/22/2018 Expiration date 01/22/2021 Insurance history Savin s No savings accounts during the previous 6 yea !iod. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 037,468-03 Doing business as RIDGELAND HOMES Estimated workers reported Pending current quarter filing L&I account contact TO/KRISTI LINN(360)902-4620-Email:LINB235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects Required Training—Effective July 1,2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety& Health Check for any past safety and health violations found on jobsites this business was responsible for No inspections during the previous 6 year period. RESIDENTIAL PLAN; PLAN REVIEW Owner Ridgeland Custom Homes Address 104_Washington Av NE. _ Building Type Single X Duplex Townhouse Type of Work Existing New Reviewed By �_ KO Date 8/13/2020 Design Criteria 301.1 Engineered I Prescriptive a� 301.2 Loads:Tables 301.5-301.7 _ ;Yes No 302.1 Location on Lot: 5 feet/35% maximum _ Yes No 302.2 Townhouse Separation i Yes No 302.5.1 Garage Openings: 20-minute door w/closer ;Yes No 302.6 Garage Separation Yes No o oottngs and Stem Walls 401.4.1 Soils:Geotech o Prescriptive 403.1 Footings: #4's continuous Yes `�. No T403.1 Footing Size }— Yes No 403.1.2 Continuous Footings(D2) I Yes v No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook }} Yes ✓ No 403.1.3.1 Stem Wall: (2)#4's horizontal I Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' _ Yes ✓ No 403.1.7.1 Clearances from Slopes _ Yes No 404 Foundation Walls(see Tables) Yes _ �!.No .1.3.3.7.3 'Wall Openings: Verts within 12" ea. Side Yes No 405.1 Foundation Drainage or exception j Yes ��No 406.1 Damproofing(basement) Yes No 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:150 and 3' of corners iYes Y No 408.3 �Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 IYes No Architectural 303 Light/Ventilation:8%and 4% Yes V_ No 303.4 _Whole House Fan Yes No p 303.3 Bathrooms: 3% or 50cfm Yes 1/No 303.7 Stairway Illumination Yes v No N{� 304.1 Habitable Rooms: 70sf min. Yes L,-No 305.1 Ceiling Height: 7 feet min. Yes k___—No 307.1 Plumbing Fixture Clearance Yes /-" No 308.4 Safety Glazing: Hazardous Locations Yes v No Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2.2 Window Sill Height: Max.44" 310.2.3 Window Wells Yes No Life Safety Continued 311.2 Doors: 3 feet min. @ 6-8" Yes No _ 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment _Yes No E� 311.6 Hallway Width 3 feet min. Yes f— iNo _ 311.7.1 Stairway Width 3 feet min. Yes t/ No 311.7.2 Headroom 6'-8" min. Yes No ! _ 311.7.5.1 Stairs:7 3/4" Max/10" Min. i Yes 9f No 311.7.8 Handrail Profile I IYes No 311.7.8 Handrails-4 plus risers_ 'Yes f No 311.8 iRamps i �IYes i No 312.1.1 Guards-31 plus inches Yes i No 312.1.2 Guard Height-36-inches min. Yes v- No 314 Smoke Detection Yes No 314.3-#4 SD: 3' outside of Bathroom Yes f j No 315 CO Detection Yes I No _ 316 Foam Plastic Yes No 1/ 320&321 Adult Home/Day Cares Yes 'No Floor Systems 502.3 Allowable Joist Spans or TJI's Yes No 502.10 Headers/Openings ,Yes No 502.11 Trusses or Rafter/Joist 'Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. iYes -No _ 507.2.1 Deck Ledger Connection Yes No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes !No 4f Wall Systems 602.3 Wood Wall Framing and Plates k Yes ✓ No 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes No 602.9 _ Cripple Walls: Less than 14" or 4' Yes No 602.10 Wall Bracing: ngineered or Pr Yes No 602.10.4.1 !Alternate Braced Wall Panel Yes No 602.10.11 iCripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 607 _ Glass Unit Masonry Yes No ✓� 609 Exterior Windows/Doors Yes 'No 702 Veneer T Yes No 702.1 Interior Wall Coveringt Yes No 703 Exterior Wall Coverings (WAC) r Yes No 703.8 Stone/Masonry Veneer Yes ' No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes No �'[( 802.3 Ridge Beams:<3:12 pitch Yes No 802.4 iCeiling Joist Span Spany ru>r Platform Yes No 802.5 _ Rafter Spans Tr or Platform Yes ✓ No 802.11 Roof Tie-Downs(48" o.c.) Yes No 803 Roof Sheathing Yes L-' No 806.2 Roof Ventilation: 1/150 high and low Yes No z ` 807.1 Attic Access: 22" X 30" IYes OTL—<—_-No )/ 4nw 905.2.7 Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes _ No 1305.1 _Equipment Access: 30"X 30" Yes No � <— 1305.1.3 Appliances in Attics Yes No I t� 1305.1.4.1 _Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 _Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes No Chapter 14 Specific Appliances Yes No 1401.3 Equipment Sizing:WSEC Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 Length Identification Yes _ No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes v No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ ------ f I I I - ----------------------------.' YARD DRAIN PLAN VIEW SOLID PIPE OR R"T D SECTION ELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE . . . . . . . . ----0.00< . . . #flMIN 2' MIN WASHED ROCKXY PLUG WITH 1/2"1' MIN 3/4"-1 1/2" N CENTERED HOLE ---------------- YARD DRAIN FINE'MESH SUMP W/SOL DR LID CB SCREEN 3' MIN MAX 100' i 10 MIN A �- HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHESAIL BE-A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING I PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2 WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A o COpy- MINIMUM SETBACK OF 50' FOR INFILTRATION FFICE TRENCHES. l�y o APPROVED BY L OUVE DEPARTMENT OF PUBLIC WORKS �' DATE 07/31/2008 STANDARD DETAIL STANDARD • • REF SPAN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 7tilIVGt0 TRENCH - � ;� ,rah+ .4 .•� ,+j ;w i ��4' F-- IL U- i LL O 03 ~ 03 lCA 7 T- J to LY o sy UA LU of I LLI � t Q W LU IS) Z W W �� �' o C/1 ~ oQ Ad M pr -_--- ---- Z _ o m I WAd I Ad pr - � h V1 Q Q W Ll t� w Q m } r ■ I 4 r , } 1 r • I % r . ■ GENERAL NOTES: ENERGY CUTNTS, 1.ALL WORK IS TO COMPLY WITH 2O15 EDITION OF THE 1A EFFICIENT BUILDING ENVELOPE la: 0.5 CREDIT INTERNATIONAL RESIDENTIAL CODE ANYAPPLICABLE STATE, PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: COUNTY,OR LOCAL REGULATIONS. VERTICAL FENESTRATION U=.25 GONT'17 RIDGE VENT 2.DESIGN LOADS: FLOOR R-35 SEISMIC DESIGN CATEGORY D1 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB ROOF 25(LIVE LOAD) BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 15(DEAD LOAD) OR FLOOR 40 LIVE LOAD COMPLIANCE BASED ON 5ECTION R402.1.4: REDUCE THE TOTAL UA BY 5% ( ) 3a HIGH EFFICIENCY HVAC EQUIPMENT 38 1.0 CREDIT 15(DEAD LOAD) GAS,PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF-14%,OR COMP SHINGLES BEDROOM FLOOR 30(LIVE LOAD) 6A5,PROPANE OR FIRED BOILER FIR BOILER WITH MINIMUM AFUE OF-12% 15(DEAD LOAD) 5a EFFICIENT WATER HEATING So 0.5 CREDIT o,, DECK 60(LIVE LOAD) ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 115 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 3.DESIGN LUMBER GRADES: BE RATED AT 1.0 GPM OR LE55 5C EFFICIENT WATER HEATING 5, 1.5 CREDIT g POSTS: DOUGLAS FIR/LARCH#2 WATER HEATING SHALL BE GAS,PROPANE OR OIL WATER HEATER WITH A SILLS,PLATES&BLOCKING:DOUGLAS FIR/LARCH#3 OR BETTER MINIMUM EF OR 0.91 •r STUDS: DOUGLAS FIR/LARCH STUD BRACEWALL SHEATHING: 7/16"OSB SHEATHING ;•° BRACEWALL SCHEDULE INCLUDED UNLESS OTHERWISE NOTED ON 4.CONCRETE: DESIGN CONCRETE STRENGTH: HARDIE 5HIN6LES FOOTINGS AND STEM WALLS: 2500 PSI •,° SLAB ON GRAD: 2500 PSI ry 1-1/ " 5-1/21, e 5.FOUNDATION: 1.ASSUMED ALLOWABLE SOIL BEARING:1500 PSI 774— 5/4"x5 1/2"CEDAR Y ' 2.FOOTINGS SHALL BEAR ON FIRM,NATIVE,UNDISTURBED TRIM SOIL,A MINIMUM OF 12"BELOW ORIGINAL GRADE -- METAL GUTTERS °x A � m NOTES: s DETAIL AT CORNERS --STACKED STONE 1.CAULK WEATHER STRIP ALL JOINTS AND 5GALE: 5"=1'-O" PENETRATION TO HEATING SPACES. y d 2.ALL GLAZING TO COMPLY WITH WSEC.2015. MI 3 a 3.ATTIC VENTILATION: THE TOTAL NET FREE SAFETY a H F.Z VENTILATING AREA SHALL NOT BE LESS THAN 1/150 !LA55 ° z �WW zOz OF THE AREA OF THE SPACE VENTILATED,EXCEPT O F U PG THAT REDUCTION OF THE TOTAL AREATO 1/300 IS �j a PERMITTED PROVIDED THAT AT LEAST 50 PERCENT Vib"055 51HEATHIN6 1 F R O NIT ELEVATION AND NOT MORE THAN 80 PERCENT OF THE REQUIRED WEATHER RESISTANT BARRIER SCALE:1/4"=1'-0" o O � VENTILATING AREA IS PROVIDED BY VENTILATORS MORTAR JOINT LOCATED IN THE UPPER PORTIONS OF THE SPACE TO 1/2"G.W.B. BE VENTILATED AT LEAST 3'ABOVE EAVE OR MORTAR SETTING BED CORNICE VENTS WITH THE BALANCE OF THE STACKED STONE cry+ REQUIRED VENTILATION PROVIDED BY EAVE OR INSULATION o �..( �j Z CORNICE VENTS.WHERE EAVE OR CORNICE VENTS 2"x STUD WALL ARE INSTALLED,INSULATION SHALL NOT BLOCK THE a Ca W W FREE FLOW OF AIR.A MINIMUM OF 1 INCH SPACE a A A SHALL BE PROVIDED BETWEEN THE INSULATION AND 2 DETAIL AT STONE F a ROOF SHEATHING AND AT THE LOCATION OF THE �1 VENT.SEC.R806.2,R806.3 SCALE: 1 1/2"=1'-0" 4.BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,BUILDING NUMBERS OR APPROVED 3 x a+ BUILDING IDENTIFICATION PLACED IN A POSITION GONT'D RIDGE'✓EN`ING o W PLAINLY LEGIBLE AND VISIBLE FROM THE STREET a OR ROAD FRONTING THE PROPERTY.SEC R319.1 7 STONE _ _ - 4 WATER PROOF MEMB 6"CONCRETE SLAB y COMPACTED SAND/GRAVEL - so 0 �Ra vE IIII-11 =11 - =III-IIII-III-IIII- iw eE CITY OF ARLINGTON�,raLss rst��sBUILDING DEPARTMENTgAPPROVED4 w-L,Cq iw7 (.42 <DATE44� "F a EX•CE1.IP^1-#4 BAR IN THE UPPER 12"OF WALL ,� Slt�o+�, I ---- NO CHANGES AUTHORIZED #4 BAR HORZ.(TYPICAL) / UNLESS APPROVED BY THEBUILDING INSPECTOR 2 #4 BAR HOOKED 45"o.e.(TYPICAL) To���{e LLEG s1-#4 BARS HORZ.(TYPICAL) 6�✓�2�4t1 txfbN. / Received r OFFICE COPY JUL3 ° 1 n o El E - El .. - �4.NS 7•ROSS -- G��of wesrp% t GONGRETE PORCH SCALE: 5/4"=1'-O" � '�o .pPo29133� �ya ti125120 SAFETY CLASSs AL�G1 DATE: 2/25/2020 REAR ELEVATION SALE:NOTED 1 JOB NO. A-1 DRAWING NO. REV. A- I 12 GONT'D RIDGE VENT — Y 6 z > a �n wos Wcs GONT'D RIDGE VENT 12 - > r IMML 15, 37 C i 2 N ti c Q�u r O � o � 0 3 N Q W z� BRIGHT SIDE ELEVATION / N [7 e SCALE:1/4"=P-0" LAJ-2 u x z a � _ - A A A A W w � C 12 5 F-� w as z GONT'D RIDGE VENT a GONT'D RIDGE VENT a k m 0 a 0 z GONM RIDGE VENT Qo �a o qo � zr o _ a �z z s° o s ° Wn wn D14 p Z DATE: 2/25/2020 47 LEFT SIDE ELEVATION �� w sFe SCALE:NOTED SCALE:1/4" Z=1'-0" w or JOB NO. A-2 Po p 29133 04 1�7 0 A FC)STER FSSIOA'AL G� A- 2 NOTE5: 1.R307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN ABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET(1829 14'-0" 12'-0" MM)ABOVE THE FLOOR. 2.SHOWER HEADS SHALL BE EQUIPPED WITH FLOW 8'-1 I/16" 5'-10-1/16" 4'-10 1/2" 3'-3" 3'-10 1/2" CONTROL DEVICES TO A MAX OF 3 GPM PER SHOWER HEAD. _____ _ 3.SAFETY GLASS IS REQUIRED AT SHOWER DOORS IN r ACCORDANCE WITH SEC R308.4,R308.4.5 oeo•a_. 4.SOLID FUEL STOVES SHALL BE INSTALLED IN - -- ° ACCORDANCE WITH WABO WOOD STOVE HANDBOOK. q 69 12"#�BEAM FGONT'Lt)° ° 6"x10"#2 D/F HDR. a,, 5.P2801.5 REQUIRED PAN.WHERE ASTORAGE TANK-TYPE II i°• II m WATER HEATER OR A HOT WATER STORAGE TANK IS = _ INSTALLED IN A LOCATION WHERE WATER LEAKAGE __-_-r _- _ � � FROM THE TANK WILL CAUSE DAMAGE,THE TANK SHALL Q L-$ y IL BE INSTALLED IN A GALVANIZED STEEL PAN. m COVERED PATIO of p g @ 6.DRYER TO BE SEPARATELY VENTED TO OUTSIDE.MAX LENGTH OF DUCT SHALL BE 35 FEET FROM THE # CONNECTION TO THE DUCT FROM THE DRYER TO THE OUTLET TERMINAL.MAX LENGTH REDUCED PER avai raa TABLEM1502.4.4.1 SEC.M 1502.4.4.1 _ 7.ATTIC ACCESS TO BE READILY ACCESSIBLE. MINIMUM SIZE22"x30"WITH 30"UNOBSTRUCTED HEADROOM.SEC #2 R807.1 b"x10" D/F HDR.8.FURNACE INSTALLED IN GARAGE APPLY G.W.B.AND FIRE A ry `'• TAPE ABOVE AND BEHIND FURNACE PRIOR TO WINDOW SCHEDULE Q Norek x 1 ti yy INSTALLATION. NUMBER LABEL OTY I FLOOR SIZE WIDTH HEIGHT FOR 55 TEMPER-w FZEPLA_E VENT ore `L 1 0 + ? N5TALL To MANF SPEO. W01 1050FX 1 1 1050FX 12" 60" YES T p & 9.APPLIANCES INSTALLED IN GARAGE SHALL BE ELEVATED y403 3036FX 1 12 3036FX 36" 42 x " SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN u E, W04 3036L5 1 1 3036L5 36" 42" 18"ABOVE THE FLOOR IN GARAGES.IRC M 1307.3 10.HANDRAIL HEIGHT MEASURED VERTICALLY FROM TREAD W05 050 2 2 3050DH 36" 60 NOSING OR FINISH SURFACE OF RAMP SLOPE SHALL W06 50505H H 1 1 50505H 36" 60" YE5 # GREAT ROOM 0 ^07 50505H 2 2 50505H 36" 60" YES Q p v NOT BE LESS THAN 34"AND NOT MORE THAN 38".R WOS 50605H 1 1 50605H 36" -72" YES o x Y400V RANGE HOOD 100OF 4z 311.7.8.1 W09 4030R5 1 2 4030R5 48" 36" :o r ro ore o = 11.R302.7 UNDER-STAIR PROTECTION. ENCLOSED W10 404OL5 2 2 4040L5 48" 48" YES ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, 150609H 5 1 150605H 156 IT2 1 Q ® ® < 3 N UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED W12 2020FX 3 2 2020FX 24" 24" ry 43 w ® ® w x a ON THE ENCLOSED SIDE WITH 1/2-INCH GWB. SMOKE®'WERND 12.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL DOOR SCHEDULE AIRN ry 1. xFM o H HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4"AND NUMBER LABEL OTY SIZE NOT BE GREATER THAN 2 INCHES.IF NOT CIRCULAR IT WIDTH HEIGHT SWING SIDE THICKNE55 TEMPERED FIRE K lesos. VENTO S zz W z D01 16051 1 16051 192" 9"1" IN 1 3/4" p la►Cfioam m o F C4 Cx N SHALL HAVE A PERIMETER OF AT LEAST 4"AND NOT rs-l%4c d1`1 Zug{ D02 2068 1 2065 L IN 24" 80" OUT 1 3/8" _ t1 SWK�lilft o a GREATER THAN 6 1/4"WITH A MAX CROSS SECTION OF 2 e D03 2468 1 2468 L 28" 80" IN 1 3/8" Q > p�G(oYl• ry 8'-0" o o rap 1/4".R311.7.8.3 p a D04 2468 2 2468 L IN 28" 80" N 1 3/8" 9 p o o z z " 13.MINIMUM TREAD DEPTH IS 10".MAX.RISER HEIGHT IS 7 N N 6"x10"#2 D N x N p O D05 2668 1 2668 L 30" 80" OUT 1 3/8" -04 U o O 3/4".R 311.7.5.1&R 311.7.5.2 56"srue wALL n �` m o .". D06 2668 1 2668 L IN 30" 80" IN 1 3/8" o '� 14.STAIRWAYS SHALL NOT BE LESS THAN 36"IN CLEAR D0'1 2668 1 2668 R 30.. 80" IN 1 5/8" WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL ry # v r q �j DOS 2668 5 2668 R IN 30" 80 IN HEIGHT.R311.7.1 D09 2668 1 2668 R IN 30" 80" OUT 1 5/8" ry m o � tj 15.SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER - D10 2668 1 2668 R IN 32" 80" IN 1 3/8" (D H N 4 FROM THE BUILDING WIRING,WHEN POWER IS D11 3068 1 5066 L EX 36" 80" IN 1 3/4" m T/'� A W W INTERRUPTED SHALL RECEIVE POWER FROM A BATTERY. D12 4065 1 4068 L/R 48" 80" OUT 1 5/8" i o Dis r v 11 A A PHYSICAL INTER-CONNECTION OF SMOKE ALARMS WH D13 5068 1 5068 L/R 601, 501, OUT 1 3/8" LORE w z SHALL NOT BE REQUIRED WHERE LISTED WIRELESS D14 6080 1 6080 L IN 72" 96" OUT 1 5/4" YES sE=cwsive F W A '2'-6"• •2'-5" - 1'-1" R OE Y14T W ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON D15 3068 1 5066 L EX 36" 80" IN 1 5/4" YES HiNSEs ACTIVATION OF ONE ALARM.R314.4,R314.5 Ots I-& W 15E 5 OM 4'-11' 16.CARBON MONOXIDE ALARMS FOR NEW CONSTRUCTION � f a SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA tiooR 3 C IN THE VICINITY OF THE BEDROOMS.IN DWELLINGS Q ro. o C Q/ THAT HAVE ATTACHED GARAGES AND/OR FUEL FIRED L F APPLIANCES.R315.1 q " # 2-CAR GARAGE X. GON°RETE r= Q o n •q ALL SAND n O HAVE z -1/2"G.W.B.TAPED AND FINI5HED. s II IZ 302.G � b II .: I {{�.�t�t�E �°ls ►.[�1E o b II (uE�w>=sg No f L E� fNs� Z o �d s II :. . L--- o #2 D/F HDR(r-ONT'D)--- o . - q z 2'-0' 26'-0" N8 1.RO y WAStN,`r6� - �e ° •jE.29133 Ga �I25IZH SIONALE�G� SCALE:1/4"=1'4' 1 FLOOR PLAN DATE: 2/25/2020 A-3 b&4 50.FT.15t FLOOR LIVING AREA SCALE:NOTED 14b 50.FT.FRONT PORCH AREA 140 50.FT.REAR COVERED PATIO AREA JOB NO. 440 50.FT.GARAGE AREA A• 3 ES SHALL BE ANCHORED TO iH BOLTS SPACED AT A MAX OF 6'o.c. 4'-0" 9'-6" 9'-6" 3'-0" AT LEAST 1/2"DIAMETER AND SHALL UM OF 7"INTO CONCRETE.A NUT AND 3E TIGHTENED ON EACH ANCHOR BOLT. :TAILS FOR STEEL REQUIREMENTS. -------------- ---------- -- ENTILATION OPENINGS SHALL BE NOT w o w o OF UNDER FLOOR AREA.ONE 11 BE WITHIN T OF EACH CORNER OF THE $08.1 II 6"x8"#2 D/F HDR. 6"x8"#2 D/F HDR. 3ADE OF CRAWL SPACE MAY BE BOTTOM OF FOOTINGS AT LEAST 18" p '_ Y 12"UNDER BOTTOM OF GIRDERS. I BEDROOM 2 BEDROOM a � 3E PROVIDED TO ALL UNDER FLOOR I CARPET I s 3 THROUGH FLOOR SHALL BE A I 9'-2" 4'-3" 4'-a" :24".ACCESSES THROUGH A L SHALL BE NOT LESS THAN 16"x24". ry snoKE WOKEN g YLENE FILM SHALL BE APPLIED OVER AATTe c n A Rm o ODE PORTION OF THE EXTERIOR ILLS PRIOR TO BACKFILLING.JOINTS IN ms BE LAPPED 6"AND SEALED WITH . ry 70P EDGE SHALL BE BONDED TO DOb ms 'ORM A SEAL.R406.3.2 INTACT WITH THE GROUND,EMBEDDED D13 ill D7 " DIRECT CONTACT WITH THE GROUND V CONCRETE EXPOSED TO THE ry SUPPORTS PERMANENT STRUCTURES o I o )VED PRESSURE TREATED WOOD o Ol s.rEoa`ANND ROUND CONTACT USE.R317.1.2 AGE SHALL BE DIVERTED TO A STORM °RAPPROVED POINT OF COLLECTION 111 IN 120L=M D04 Q d' W CREATE A HAZARD.R401.3 VENT ors = tT MEET THE REQUIREMENT OF NO BE SO LABELED. �' {' o ELLS ENCLOSING BASEMENTS BELOW UTILITY Q \ II ——--_-—— ——° ———————————-- � m x a D,O tt m TO BE DAMP PROOF FROM TOP OF a THE FINISHED GRADE.R406.1 n TILE m x �\ O ry 56"HIGH STUB V`IALL j 00 QsMOICE a w o 9 > T�TERY II O _ I II I DN II x DN1 5EE N r II Doa N r ry II ® F =AN 1 0 /• - � I DO VENTO/5 p N =AN 120G=M VENTOIE 4 W.LC• 6-5 v1e" 4'-'7" w II m ry z nEi•° II z ^ MASTED w a T BEDROOM oCWW5T II z s Q / a 6�"x8"#2 D/F HDR. z I II - - 6"x8"#2I D/F HEIR. II ham- n I I I 3'-4" 2-11" 4'-3" 3'-9" 4'-io 1/2" 3'-3" 3'-10 1/2" N I 6'-o" 8'-0" 12'-0" \ 1 I I SCALE:1/4"=1'-0" 1 2 n d FLOOR PLAN A-4 1195 Sa.FT.2nd FLOOR LIVING AREA DATE eos SCAL nsHWo�t s Gy'-QOFa JOB P Ado'.k 29133LA �4 AorsTER �s`SrONAL��G1 'OOD FRAMING NOTES: in accordance with"National Design Specification" est Poducts Association. Unless otherwise noted the maximum hall be less than 19%. The species and grade of lumber shall be as Hem-Fir No.2 treated As D.Fir No.2 O.Fir No.2 Seams D.Fir No.2 Seams D.Fir No.1 q. Seams Hem Fir No.2 treated Seams Hem Fir No.1 treated )t noted D.Fir No.2 n accordance with UBC Table No.23-1-0,except as noted on plan. mmon wire nails unless noted otherwise. 11 be provided for all bolt heads and nuts bearing on wood. I I u • wall board shall be attached as follows except as noted on plan for ° a O 'T-2" 4'-3" 4,_8,. O O o er nails at T"O.G. ry I tV g er nails at 7 O.G. :r nails at 4"o.c. " ry er nails at 4"oz. v a O 3' F be nailed according to the following shear wall schedule.Nailing Age,nailing on the perimeter of the plywood or 05B.Panel shall 7 I I oriented vertically in order that all edges are supported and nailed. ra z ~� >r(field)of each sheet shall be 12"o.c.minimum. I I r n m o spanning more than one opening in the length of the beam or with m ry o hall be 24F-v5 unless specificallt noted otherwise on the plan. Other in v ` o mall be OF 24F-V4 unless noted otherwise. \ _1 L specified as"treated"shall be pressure treated according to the n iv — — m r N I r O indard; Minimum Net Retention: o m 4 AWPA 02 ACZA or CCA to.25 lb./c.f.retention iv m AWPA 62 ACZA or CCA to.25 lb./c.f.retention NPA 62&015 ACZA or CCA to.60 lb./c.f.retentionI ME t`r�� ' �XG��S w I To I � _ ICE SG. I�.IIU. L��-'1U1[� F Q _ p %1'sfoFPlnlGr. z I I ' iv ry ® GL1 e2�t.Msf 12�G S�k''� 3 N I I o N F ry '-3 1/2" n I I z .a (V n z N Z ti s 12 h 41 m - m 9 I E � I � 4 I �(V ry I 3'-4" 2'-8" 4'-3" 3'-9" j 4'-101/2'. 3'-3" 3'-101/2" ry rF /M 1 DATE: 1 ROOF TRUSS LAYOUTS 7.ROSs SCALI SCALE:1/4"=F-0" 1 cyQQOFwnsZS LA- — � JOB Ni Ebtg'rE1, SIONAL� NOTES:1. O 0 D SILL PLATES SHALL BE ANCHORED TO FOUNDATION WITH BOLTS SPACED AT MAX OF 6'o.c. 14-0' 12'-0" BOLTS SHALL BEAT LEAST 1/2"DIAMETER AND SHALL EXTEND A MINIMUM OF 7"INTO CONCRETE.A NUT AND 5-10-7/16" 4'-10 1/2" 31•3" 3'-10 1/2" WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. ------ - ----- CA 2.SEE FRAMING DETAILS FOR STEEL REQUIREMENTS. I - ----- 3.FOUNDATIONS VENTILATION OPENINGS SHALL BE NOT + I r- ------i -- LESS THAN 1/150 OF UNDER FLOOR AREA.ONE OPENING SHALL BE WITHIN 3'OF EACH CORNER OF THE BUILDING.SEC R408.1 ? ; 4.THE FINISHED GRADE OF CRAWL SPACE MAY BE •• t I I I I LOCATED AT THE BOTTOM OF FOOTINGS AT LEAST 18" in I J Q 1 I I 1 I I AND A MINIMUM OF 12"UNDER BOTTOM OF GIRDERS. 5.ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES.ACCESS THROUGH FLOOR SHALL BE A I I I I f MINIMUM OF 18"x24".ACCESSES THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". m °� _ _. ._ _ I � o °°••,,• 6.A 6 MIL POLYETHYLENE FILM SHALL BE APPLIED OVER v _ _ � L------ ------J THE BELOW GRADE PORTION OF THE EXTERIOR ----- I I aA FOUNDATION WALLS PRIOR TO BACKFILLING.JOINTS IN -_ , I 1 I ° THE FILM SHALL BE LAPPED 6"AND SEALED WITH 11-0 ADHESIVE.THE TOP EDGE SHALL BE BONDED TO - R,404•�.�j3 7s I SHEATHING TO FORM A SEAL.R406.3.2 U �.A1 7.ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED Q 0 _I inI IN CONCRETE IN DIRECT CONTACT WITH THE GROUND 10 pateA-la If I� / 59309V OR EMBEDDED IN CONCRETE EXPOSED TO THEt I:p�cfGl I '"�� I 4 h'°.°'"•, WEATHER THAT SUPPORTS PERMANENT STRUCTURES SHALL BE APPROVED PRESSURE TREATED WOOD a ° SUITABLE FOR GROUND CONTACT USE.R317.1.2 - I b MIL BLFGK 8.SURFACE DRAINAGE SHALL BE DIVERTED TO STORM Q SEWER OR OTHER APPROVED POINT OF COLLECTION - - ' I I ,•"9• THAT DOES NOT CREATE A HAZARD.R401.3 _ - -- �p I I ❑ 9.HOT WATER MUST MEET THE REQUIREMENT OF Q Q 1 I I 1 0 ASHRAE90A-80 AND BE SO LABELED. ;� p ry ® � ry 7 Q I 10.FOUNDATION WALLS ENCLOSING BASEMENTS BELOW FINISHED GRADE TO BE DAMP PROOF FROM TOP OF THE FOOTING TO THE FINISHED GRADE.R406.1 ry I I I I I I d m V E� Qp I I 2"x10" D/F JOIST 16"o.o.Q I I I I 4p z a 3 4 ry- 9-0 Tp m I In I N pIt VF 0 mUP Q L----- -------J L-------- SHEAR ANCHOR BOLTS - _ -- -------- ---- m U _ r - r -- °. " o (wM BLOCK FOR DUCT WORK LINE CALC ALLOW BOLT BOLT ALLOW _,' \-/ o 0 UNIT UNIT DIAMETER SPACING LOAD PER 2'-e"' ,2'-5". r-r I I I I I I T^ W d NUMBER FOUNDATION VENTILATION: - W V1 SHEAR SHEAR INCHES INCHES BOLT a'6'-O"°° 4'-10" I .I 1 I I I I o O W W 1 I ' I REQUIRED: '144 sq.ft. I I m a A A Q '144/500=2.45 x 144=355 5q.In. a 355/R3 sq.In.(axle)=5 VENTS REQ'D I I A tV Lower Story I I I I I I A A 298 316.67 5/8 36.00 950.00 I I MPB66Z I. I NOTE: II = a B 232 237.50 5/8 48.00 950.00 4 r t / SEE A I ` I SEE A-9 FOR DOWN LOCATION i i 4 30 W C 459 479.06 3/4 32.00 1,277.50 4 - - I 4 I I..I 1 209 237.50 5/8 48.00 950.00 LI aJ I I I I o I I 3 s I I b 2 88 237.50 5/8 48.00 950.00 A I I I I 3 79 237.50 5/8 48.00 950.00 I I I I I I o I I I I I I I I Q i .. I I p I I I I HDU4-SD52.5 I I a O '°•• d .., r I I MPB66Z I I (2)2"X f I I SEE A-I I I SEE PORTAL I I I. I I FRAME DETAIL I I rl 1/10 --- J z J -.. G 0 - - I ------ - ---------------- � �16 • TZ I ❑ ------ - ----------------- - J -0I 6 ❑ Eo b'-O" 2'-O" 76'-0" 7-0. y w In 9 z ja o G� 0 a. z SCALE:1/4"=1'-0" 2 FLOOR JOIST PLAN SALE:1/4"=1'-0" 1 FOUNDATION PLAN A-6 A-6 DATE: 2/25/2020 NS�,Rpg SCALE:NOTED oQ was hie JOB NO. I ' PRAWIN6 N0. REV. •°�o k 13TEM129133 ti�tiSlZ� F B0 11 �s'SIONAl,QNGI A TRU55E5 AT 24"o. 2"x SCREENED BLK 1'S<V' V-JOINT SIMP50N H1 HANG e u AT EVERY TRU55 51MP50N J015T HANGER mli 5IMP50N BG66 " 2'k4"FREIZE BOARD g 3-TAB ASPHALT SHINGLES OVER 15#ROOFING FELT OVER 1/2" 6"x12"#1 D/F POST PAINTED COX PLYWOOD OR EQUIV.GG AT EAVES ON ENGINEERED&STAMPED 24„ FACTORY-BUILT TRU55E5 @ 24"ox, R-21 INSULATION PROVIDE HURRICANE CLIPS AT PLATE EVERY TRUSS LAP SIDING SCREEN&VENTED 2x4 BLOGKIN V16"OSB SHEATHING 1/2"G.W.B. 2"x&"STUDS @ 16"O.G. 5 �7 4"CONT.EXT.ALUM- 6"x12"#2 D/F HEADER 1/2"x10"ANCHOR BOLTS b'o.c.SEE 1W-4 ROOF DETAIL @ PORCH l GUTTER ON 5/4'x 6"WHITEWOOD 2'xb"TREATED PLATE o & TK FASCIA BOARD 4"CONCRETE SLAB h 1 5GALE: 3/4" = T-0" SIMP50N BG66 POST GAP 6 MIL BLACK VI5QUEEN o m b'kb"#2 D/F P05T FINISHED GRADE _e O — COMPACTED 5AND/6RAVEL a a COMP SINGLES OVER 15#ROOFING FELT OVER 1/2" SEE 1/A--1 FOR STEEL z a 3 COX PLYWOOD OR EQUIV.COX AT EAVES ON ENGINEERED&STAMPED 1-#4 BARS °I LENGTHS a F F Z FACTORY-BUILT TRUSSES @ 24"o.c. HORZ, Z �WW z�z R-491NSULATION o a U W BAFFLES AT EAVES 51MP50N MP666Z MOMENT P05T BASE - 5 * a> FOR 1 SCREENED&VENTED 2x4 BIRDIR SPACE BLOGKIN PROVIDE HURRICANE CLIPS AT PLATE -� o O 'x Z EVERY TRUSS 2 SIDES 3 DETAIL AT GARAGE SLAB FLOOR a o 0 NOTE, WATER PROOF MEMBRA 7 SCALE: 3/4"=1'-O" h � THICKEN SLAB AT EACH OF THE POST 6"CONCRETE SLAB 0 Z y 4"CONT.EXT.ALU FOR A 5"MIN.COVER ALL DIRECTION ' I„ 1/2'G.W.B.@CEILING(TYP) GUTTER ON 5/4'kb COMPACTED 5AND/GRAVEL CEDAR FASGI - 5"MIN.`' BOARD 24 4'Sc10"#2 D/F HEADER 5/4"PLYWOOD SHEATHING OR A5 NOTED v1 z a Q A A GRADE N I_ =III- =III=HII=III=IIII= H q IIII=III- IIII=IIII-IIII=IIII-IIII-IIII=IIII-IIII A W IIII=III 4"x10"#2 DOUG/FIR BEAM F W� 1#4 BAR IN THE UPPER 12"OF WALL 2"x1o"u2 D/F Jo157 ib"o.c. z ^ x O Q 4"x4"#2 D/F POST®6'-0"o.a #4 BAR HORZ.(TYPICAL) BARRIER TO WARM SIDE #4 BAR HOOKED 48"o.c.(TYPICAL) X4 P. PAS BASE 3/4"055 SUBFLOOR p 1-#4 BARS HORZ.(TYPICAL) ry 1/2"ANCHOR BOLT a6'-0"o.c. a 1/2"OVERLAY @LINO AREAS w/NUT AND 3"x3"xv4"WASHER a a 12" 3 tt4 BARS HORZ.(TYPICAL) o 16"FLOOR TRU55E5 a /2°Gwe 5 CONGRETE PORCH 2 DETAIL AT CENTER SPAN x a 56ALE: 3/4"=V-0" 1 SCALE: 3/4"=1'-0" o 2"xb"@ 16"o.c.FIRIHEM(104 5/8') 0 R-21 INSULATION ° or 1/16"055 SHEATHING ° V HARDIE SIDING TYVEGK BUILDING WRAP 2-16d PLATE To 5ruv 2xl0 TREATED PLATES RIPPED 3" MINIMUM 24 IN.WO R-30 INSULATION R-30 INSULATION wIVAPOR STRUCTURAL PANEL 3/4"T&G 055 SHEATHING 5 0 0 BARRIER TO WARM 51DE ORIENTATION AL STUD MAY VARY A5 ALT. 3/4"OSB SUBFLOOR T&G o 1/2"OVERLAY @ LINO AREAS G d GYP5UM WALLBOARD ° Z 16d NAIL @12"o. o � G @ALL BEARING POINTS 2"x10"#2 D/F J015T 16"o.c. °m °z 2x10#2 D/F JO15T 16"o.c. o S 2M x 10"ANCHOR BOLTS @12"o.c. FIN.GRADE 2"x10"TREATED PLATES RIPPED 8" OPT.NON-STRUCTU CONTINOU5 WOOD =IIII=IIII . #4 BAR HORZ.(TYPICAL) 1/2"x 10"ANCHOR BOLTS @Vox FILLER PANEL STRUCTURAL PANEL #4 BAR HOOKED 48"o.c.(TYPICAL) w 5/ib"-1/2"=IIII 1/2"ANCHOR BOLT @6-0"o.c. BRACED WALL LINE ° u4NUT AND 5 6'k1/4"WA5HER 6d COMMON(SUBFLOOR,WALL) m V15OUEEN GROUND BLACK 6 Ml� r 8d COMMON NAIL(ROOF) $" -#4 BARS HORZ.(TYPICAL) DATE: 2/25/2020 m o EDGE SPACING 6"o.c. 1 ALT STUD INTERMEDIATE SUPPORT 12"o.c. 15" SCALE:NOTED J. G VlABy , DETAIL FLOOR JOIST y� JOB No. TYPICAL FRAMING DETAIL 4 CORNER DETAIL @ - o„�w,„s „o .E l. 7 1 SCALE: 514" = V-0" 1 SCALE: 3/4" = V-0" ° r Po ?slrea. 1 SCALE: 1/2" = 1'-0" �S'S�ONAL�G� A I 1 IN PAINTED AREAS,USE A 1 JOINT TREATMENT SYSTEM 1 ANDSEALERFOR FINISHING CEMENTITIOUS 0 o BOARD TO CEMENTITIOU5 SIMPSON A35 I o ° 1 BOARD AND (10)ibd NAIL-5 STAGGEREDAT EACH.._ FLOOR SHEATHING o o CEMENTITIOUS BOARD TO SIDE OF TOP PLATE SPLICE GYPSUM BOARD. o ^ 2 IN TILED AREAS,TREAT 24 o ° II 2 , CEMENTITIOUS BOARD TO 0 o CEMENTITIOUS BOARD 5TAIR TREADS i o o ANOCEMENTITIOUS BOARD TO GYPSUM 3/4"PLYWOOD RISERS o ° ONE u4 EMBEDDING GEMENTITIOUS NTS BY 016"O.C.TYP. WITH(2)ibd RING- I o ° —RESAR WITHIN 5 TAPE IN TILE SETTING - o o TO 12"GONTD MATERIAL. SHANK NAILS®EACH ° 2"x WOOD BEAM- STAIR STRINGER I o ° 1 3 1/4"SPACE. 'I o ° 4 APPROVED FASTENERS. CERAMIC TILE. b CEMENTITIOUS TAPE.SETTING WOOD PLATE. P � Irr GYPSUM BOARD. i 2 X STRINGERS '� 0 10 2 X 4 WOOD STUDS®16" 2"X STUDS®ib"O.C. (3)ibd NAILS STAGGERED AT EACH _ O.O. SIDE OF SPLICE •T 11 SUPPORT FRAMING FOR 4J ATTAGESENTOF 12 1/2"INTERIOR 5E5FL R PLAN FOR RISER HEIGHT 7 5/4"MAX. / 3 CEMENTITIOUS2"GYPUMPBOARD. TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPLICE 15 INDICATED l/J 13 112"GYPSUM PANEL. AND TREAD WIDTH 10"MIN.(TYPICAL) /��( T 1 1/2" SPLICE PLATES ARE OVER STUDS OR MULLION. c ice/ � SIMP50N ST6236 MAY BE USED IN LIEU OF NAILING AS b INDICATED ABOVE TYPICAL ° 12 STAIR DETAIL a DETAIL AT STHD14 6 BATHTUB INSTALLATION s TYPICAL PLATE SPLICE $ SCALE:NTS $ 5GALE:NTS $ SCALE:NTS $ SCALE:NTS ; o m T/1b"OW SHEATHING SHEARWALL INSTALLED w/LONG DIMENSION ACROSS STUDS,STAGGER VERTICAL- p JOINTS F 0 0 EDGE NAIL SHEATHING TO 0 0 / 0 o HOLDDOWN CHORDS AND CONTINUOUS DOUBLE PANEL SHEATHING USED A5 CORNER o ° TO TOP PLATES TOP PLATE 2"x STUDS BRACING w/LONG DIMENSION- 2 PARALLEL TO STUDS 3 —1 CA �o NAIL 1 IN. 3/4"PLYWOOD RISERS o° PORTION -WITH(2)1bd RING SHANK AT ALL UNSUPPORTED _ - NAILS AT EACH STAIR ° ° PERSHEAE S RWAL SEE FL a '--_- STRINGER o ° SCHEDULE PLAN F -- --ERra 1/b"®ENDS NLESS�GES 6 W ra o o j� - OTHERWISE RECOMMENDED ZO M I,I PLATES BY MANUFACTURER V m -2"x TREADS o o F.T.H.F,SILL WALL FRAMING M PLATE WITH 2"x12"STRINGERS ANGH PER LT5 O z 1'I"CLEAR - w W 3-ibd NAILS SPAN MAX. 1/2'k10"J- v1 Q W W BOLTS 72"0G SEE FLOOR PLAN FOR . __SIMPSON H5'S AT 32"o.0., (TYIP) LOCATION ` 2"x4"STUDS 1b"o.c, STUD TO STRINGER 5 A • SIDING MATERIAL 7 1/2"REBAR WITHIN NOTES, TOP 12"OF WALL 1.MAINTAIN 5/6"MIN. 3 Q FROM PLYWOOD o SHEATHING i SHEATHININ G TO NAILS. Ed NAILS®b"o.G.AT EDGES / 1/2"FROM 2. EDGE NAILING TO BE _8 SEAMS AND Ed NAILS 812"o.c. 5 UI APPLIED TO ALL PANEL IN FIELD U.N.O.ON SHEARWALL CORNER MIN. EDGES SCHEDULE O J STAIR DETAIL $ DETAIL AT STHD10 s TYPICAL BRACEWALL 2 TYPICAL BRACEWALL SCALE:1/2"=1'-0° 1 5GALE:NT5 $ SCALE:NTS $ SCALE:NTS x 2-2"x TOP PLATES CONTINUOUS DOUBLE 1 z 0 SHEARWALL ..TOP PLATES 4 bd NAILS 6"O.O. EDGES 2 USE EVERY OTHER NAIL HOLE 26 1/4" bd NAILS 12'o.o. IN A ROW TO PROVIDE CODE FIELD REGIUIRED NAILING "7/16"OSB SHEATHING a e y S S (1)2"x STUD 2"x STUDS 16"O4. ? (2)2"x STUDS WHEN OPENING SEE FLOOR PLAN FOR EXCEEDS 4'-O" SIZE AND LOCATION 2"X STUDS 4 2"x TRIMMERS MOTE:USE(2) SIMP50N M5T54 CLEAR --TRIMMERS WHEN OPENING 15 51-AN 4'-0"OR MORE.) r a GONT.TOP PLATES._ -. ....... .... V ❑ 16d NAILS 012"o.c. STAGGERED m SIMPSON STHD10- Q 1.RIDGELINE d' 36-16d 2.PRE-ENGINEERED TRUSSES 1/2"x10"J-BOLTS SINKERS WITH T/ib"ON ONE SIDE �2"x SILL 92"o.0.(TYP) GABLE END TRUSS PLATE PROVIDE T/b"MIN. 5. 2X4 NAILER ATTACHED END DISTANCE GABLE TRU55 I ff I -- SEE FOUNDATION PLAN FOR LOCATION 4. HARDIE PANEL AT OVERHANG DATE: 2/25/2020 5. 2x4 LOOKOUTS 45"o.c. b. ROOFING SCALE:NOTED eKs i.Ras,yj Cv4�pP µ,gSHNS�<< �e c�DETAIL AT PONY WALL .� MSTC 28 STRAP JOB NO. 4 GABLE END FRAMING TYR MINIMUM HEADER y '- '�O vRnwie° e°. $ $ ALE: T5 AD 9 Fis SCALE: 1/4" 1-0" 5GALE:NTS SCALE: 1/2'=1-0" ° � Z�15I10 S'1'/ONALeNG A- 8 Shearwall Schedule 1 5THD10 STHD10 ( 5) 1. One side sheathed with 15/32"plywood or 7/16"OSB,8d nails @ 6"o/c at all plywood panel (2)2x edges, 12"o/c in field. Where indicated on plans,for walls supported on timber framing 1 \ 1 install MSTC28 holdown straps at each panel end attached to(2)2x with(12)0.148x3-1/4 nails or HDTT2Z holdowns at each panel end attached to(2)2x with(8)SDS1/4x1-1/2 1 a _________ —� A screws(per plan). For walls supported on concrete install STHD10 holdowns at each panel 5"x12"#2 BEAM(GONT'D) b"x10"#2 D/F HDR. STHD10 end attached to(2)2x with(20)0.148x3-1/4 nails(per plan). Top and bottom plate nailing: STHD10 (2)2x (2)16d @ 6"on centers. For walls supported on concrete foundation, install 5/8"anchor HDTT2Z 1 HDTT2Z (2)2x w bolts at 48"on centers with the exception of the front wall(grid line"A")that requires spacing (2)�" at 36"o.c. A COVERED PATIO Q MSTG28 6"xb"#2 D/F HDR. 6"x5"#2 D/F HDR. MSTG25 a E 2. One side sheathed with 15/32"plywood or 7/16"OSB,8d nails @ 3"o/c at all plywood panel (2)2X (2)2x edges, 12"o/c in field. Where indicated on plans,for walls supported on concrete install BEDROOM 2 BEDROOM 3 u HDU4-SDS2.5 holdowns at each panel end attached to(2)2x with(10)SDS1/4x2-1/2 ,goFr CARPET screws(per plan). Top and bottom plate nailing:(2)16d @ 6"on centers. For walls supported on concrete foundation, install 3/4"anchor bolts at 36"on centers. SMOKE 6"x10"#2 D/F HDR. 1 O6AIW AND TTERT Q F_ a ALARM NOTE z ALL. TO AGE VENT 0/5 3 INSTALL TO MANF SPEC. ffi ` p 5THP10 2x u a Notes: (2)2x I � GREAT ROOM 1. WHERE STHD OR LSTHD HOLDOWN STRAPS ARE INSTALLED TO CONCRETE o •°°°+°° AD= RAN6E HOOD 100G O OVER ATIMBER RIM JOIST OR FRAMING, INSTALL THE"RX VARIANT OF THE ENTro0re HOLDOWN STRAP. SMOK-L, 'BA" $ ER" 1 ® ® I 5THD10 a 2. For HDTT2Z hodowns installed over timber framing attach to the underside of (2)2x framing beam or double joist below with 5/8"all-thread rod,with BP5/8-3 plate and PAN,MG•M •a�n ° u''� Cn RY nut. Plate and nut may be recessed for cosmetic reasons. VENT 05 _ MSTG25 FAN,30LFM W a 0 (2) 5THD10 Q veNrolS Ll C.3 a 3. All holdowns listed shall apply unless noted otherwise in the reduced plan views. UTILITY , (2)2x 5THD10 z o TILEE 6"x10"#2 D/F HmR. �� U� pz .... GScM O / 96"STU6 WALL MSTG25 �L i gg !=_V- 56"HIGH STUB WALL (2)2X Q �b 5MG1,ovAND UP SATTEI DN ALARM H RI N 5 E N 0IF 1/ } W_H" SOLID GORE � W ` J -ACE WATERNEATER HINGES LOSING C Q VENT 05 BOTTOMSTRAP RAISE c c ABOVE 18" BOTTOM z L� ABOVE '— \ cAN 1300cM � Ty} cLOOR W W VENT 05 W.I.C. J M2)2X5 Q 5 a Q # M GAR�T n 2-CAR GARAGF, CONCRETE 5 SMOKE �K i 110VAND �BATTEI ,u ALARM Q% 1 M Q —A OADA"AVE H � H G YpsU14 AND FINISHEDD MASTER Q BEDROOM , - CARPET X N — I I I I 6"xb"#2 D/F HDR. 4"min.sidecover 4" min.sidecover Msrc2a for MPB44Z for MPB44Z b"xa"#2 D/F HDR. (2)2x y o 5' min.sidecover ® 5" min.sidecover G \ 6"x12"#2 D/F HDR(WNTD) for MPB66Z i ®ICI for MPB66Z G 6"min.sidecover p U 6' min. sidecover HD�Xz 1 HD)rT 1 2 2 for MPB88Z for MPB88Z =r ; HDU42-5D22.5 HDU D22.5 ® y `14 r s I I ii ii i 2 a� 2nd FLOOR PLAN 15t FLOOR PLAN 0 D 5°min.cover DATE: zizs/zozo SCALE:NOTED MPB66Z HOEDOWN l H E RA L L PLAN SCALE:l/4"-1'-0" 1 °v�°F WAS���'� 1� JOB NO. tcl 5GALE: NITS A-9 SEE ATTACHED ENGINERRING CALCULATIONS ao pF29177eQ F ON "SSIOT\'AI,ALbNUV A 9 WALL DESIGN - Timber Plate Fasteners LINE SHEATHING NUMBER OF NAIL NAIL ALLOWABLE CALCMINIMUM NUMBER MATERIAL SIDES SIZE SPACING SHEAR UNIT STUD SIZE SHEATHED (INCHES) SHEAR Line No. Calculated Nail Nail Nail Spacing Penetration Allowable Allow.Unit Stress Species Specific Adjstment Thickness Unit Shear Type quantity Size Max Load Load Ratio Of) (in) (in) (Lbs) Of) Gravity Factor (in) a /( Upper Story Spruce Fir/ 0.42 0.92 7/16 Larch A 83 Common 2 16 6 1 3/4 288 576 0.14 B 130 Common 2 16 6 1 3/4 288 576 0.23 C 153 Common 2 16 6 1 3/4 288 576 0.27 Note: The following values are base on 7/16"OSB ° 1 42 Common 2 16 6 1 3/4 288 576 0.07 or 1/2"Plyd 3 35 Common 2 16 6 1 3/4 288 576 0.06 Upper Story Lower Story A 7/16"OSB 1 8d 6 309 83 2x B 7/16"OSB 1 8d 6 309 130 2x ° A 298 Common 2 16 6 1 3/4 288 576 0.52 C 7/16"OSB 1 8d 6 309 153 2x ' B 232 Common 2 16 6 1 3/4 288 576 0.40 s 1 7/16"OSB 1 8d 6 309 42 2x r C 459 Common 2 16 6 1 3/4 288 576 0.80 3 7/16"OSB 1 8d 6 309 35 2x r ✓` 1 209 Common 2 16 6 1 3/4 288 576 0.36 W 2 88 Common 2 16 6 1 3/4 288 576 0.15 Lower Story 3 79 Common 2 16 6 1 3/4 288 576 0.14 q A 7/16"OSB 1 8d 6 309 298 2x N B 7/16"OSB 1 8d 6 309 232 2x o C 7/16"OSB 1 8d 3 580 459 2x ¢ d 1 7/16"OSB 1 8d 6 309 209 2x N 2 7/16"OSB 1 8d 6 309 88 2x d d 3 7/16"OSB 1 8d 6 309 79 2x o F C o Q a x z -�'- HOLDOWNS \ LINE WALL CALC ALLOWABLE MODEL MIN STUD N TENSIO NAILS REO'D NUMBER NUMBER (#) TENSION(#) NUMBER REQUIRED 0 FRONT ELEVATION EXTENT OF HEADER -- O v1 Q W W _ DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) Upper Story W811S cG A 5A EXTENT OF HEADER A A-1 679 1,835 HDTT2Z (2)2X (8)SDSt/4x1-1/2 m W W SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) Ca 2-18'FINISHED WIDTH OF OPENING SIDE ELEVATION S WV/ FOR SINGLE OR DOUBLE PORTAL B 3 W A B-1 1,059 1,835 HDTT2Z (2)2x (8)SDSi/4x1-1/2 j W PONY WALL HEIGHTI TENSION STRAP C aaa TABLER602.10.6.4 C-1 1,345 1,835 HDTT2Z 2 - ON OPPISITE SIDE OF - ( )2x (8)SDS1/4x1-1/2 SHEATHING C-2 1,444 1,835 HDTT2Z (2)2x (8)SDS1/4x1-1/2 - MIN.3"X 11-1/4"NET HEADER a 6-TO18- 1-1 336 1,150 MSTC28 (2)2x (12)0.148x3-1/4 a FASTEN SHEATHING TO HEADER WITH 80 TYPICAL FASTEN TOP PLATE a COMMON OR GALVANIZED BOX NAILS IN 3 IN. TO HEADER W/TWO V' PORTAL FRAME x 12' GRID PATTERN AS 5HOWN CONSTRUCTION ROWS OF 1bD SINKER 3 F o MAX,, HEADER TO JACK-5TUD STRAP PER TABLE NAILS AT 3"O.C.TYP. 3-1 285 1,150 MSTC28 (2)2x (12)0.148x3-1/4 R602.10.6.4 ON BOTH 51DE5 OF OPENING FORA PANEL SPLICE z yyALL 3-2 284 1,150 MSTC28 (2)2x (12)0.148x3-v4 z HEIGHT OPPOSITE SIDE OF SHEATHING. (IF NEEDED),PANEL o MIN.DOUBLE 2x4 FRAMING COVERED WITH A EDGES SHALL OCCUR MIN.3/6"THICK WOOD STRUCTURAL PANEL 5HEATHIN6 OVER AND BE NAILED 3/8"MIN,WOOD Main Story Walls WITH BD COMMON OR GALVANIZED BOX NAILS AT TO COMMON BLOCKING, STRUCTURAL PANEL o MAX - 3"o.c.IN ALL FRAMING(STUDS,BLOCKING,AND AND OCCUR WITHIN SHEATHING. A o HEIGHT 51LL5)TYP MIDDLE 241N.OF WALL A-1 2,642 2,940 STHD10 (2)2X (20)0.148x3-1/4 0 0 (KING AUBLEZr4POST HEIGHT.ONE ROW OF A-2 2,563 2,940 STHD10 2 2X 20 0.148x3-1/4 S MIN.LENGTH=16 IN.FOR ONE STORY, (KING ANv JACK sruD) ( ) ( ) w NUMBER 0FJACK5TUD5 51N.O.G.NAILING 15 A-3 2,806 2,940 STHD10 2 2X 2 ry 0 0.148x3-1/4 a MIN.LENGTH=24 IN.FOR USE IN THE ( ) ( ) PERTABLE R502.5(1)8 REQUIRED EACH y g FIRST OF TWO STORY STRUCTURES. (2) PANEL EDGE. � B nb z MIN.(2)4200 LB STRAP-TYPE(HDU4-5052.5) B-1 1,891 2,940 STHD10 (2)2X (20)0.148x3-1/4 ° HOLD-DOW1,15(EMBEDDED INTO CONCRETE MIN.1000 LB 2 AND NAILED INTO FRAMING). TIE-DOWN DEVICE o (EMBEDDED INTO 44 C a CONCRETE AND NAILED o MIN.(1)5/8"DIAMETER ANCHOR BOLT INSTALLED PER INTO FRAMING) C-1 4,324 4,565 HDU4-SDS2.5 (2)2X (10)SDS1/4x2-1/2 R403.1.6 WITH 2"xYk3/16 i "PLATE WASHER. - C-2 4,324 4,565 HDU4-SDS2.5 (2)2x (10)SDS1/4x2-1/2 ILI MIN.FOOTING SIZE UNDER OPENING IS 12"x12".A TURNED 1-1 1,740 2,940 STHD10 (2)2x (20)0.148x3-1/4 DOWN SLAB SHALL BE PERMITTED AT DOOR OPENING 1-2 1,763 2,940 STHD10 (2)2x (20)0.148x3-1/4 MIN.REINFORCING OF FOUNDATION,ONE#4 BAR DATE: 2!25/2020 TOP AND BOTTOM OF FOOTING.LAP BAR 15"MIN. 2 CONTINUOUS SHEATHED 2-1 715 2,940 STHD10 (2)2x (20)0.1484-1/4 J SCALE:NOTED PORTAL FRAME W/HOLDOWNS 3 `Fw° "T` JOB NO. 50ALE: NT5 3-1 642 2,940 STHD10 (2)2x (20)0.148x3-1/4 3-2 646 2,940 STHD10 (2)2x (20)0.148x3-1/4 % R829133 z115IZ0 `rSrONALti�G A " 10 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development �L� GAO 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 BY TWO(2)SETS 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: SOT/ t�/OC� (o I04 LAtq(,(�ffW JJr, Plat: r);FFa20s F;esT 400;T on) P Igr6xq Single-family [ Duplex Townhouse Addition Accessory structure Proposed Area: ls` Floor: B 2"d Floor: JIG Garage: yyO Total SF: Describe Proposal (include cross street): valuation- 5� 0([D UNflc_ wAlrracT -!o SEUL?o ;ii06ECAn.p Owner: C�riS /�o//, rni l h As gs ?err»i-_s &,o Rp.d, Address: 3 d`/ City: , o Stater Zip Code: 916Zz__� Phone: 05- 3,27- 0 7 M Email GSm ;-rh AD nW A m b• U S Applicant: J�1D&,ELQLdj CNSTOyn bJp LLL Address: ? f�ok 1,�D City: 42' State: Zip Code: 9BZZ3 Phone: L/a5 -,3 q 3- 1-k5(p2_ 4-)n10z Email: nor m Vl LV U ec.i ioi� 5a .Com Contractor: 2 i Q L-)6i � CA-1Lel C SDOM -) LLB Address: City:Ae[ i A4J-0+) State: 11M. Zip Code: 282LS Phone. 'V,2 S - 9:7)- Y -Co Email: n orrh Y eW W O 4�_ U Sl) , Co wj Contact Person:0JEAJNIS tdrii a GSUfflh License Number: 9i 0600+8DIQC,Expiration: //2 202,2_ 6/16LP Page 1 of 3 �`T RESIDENTIAL PERMIT APPLICATION e e Department of Community& Economic Development �� ® City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 41IN G'S Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) C Bath/Shower Combo (4.0) x ❑ Sink (1.5) x / Shower (2.0) x a ❑ Lavatory (1.0) x y e ❑ Clothes Washer(4.0) x ❑ Water Closet (2.5) x ❑ Dishwasher (1.5) x I ❑ Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model# MAE Z1DS [L Other(list) x Plumbing Section Continued Proposed Water Piping Size: 11 Proposed DWV Material: Proposed Piping Material: jf/j r,6c0 ;DiEy Proposed DWV Size: 3 • 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 Y ®�' RESIDENTIAL PERMIT APPLICATION e ® 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: 59X�c�yo S Furnace (W+f`75�� Model# qm&k,Z�7 STAP0,W) AFUE rfS Heat Pump Model# SEER HSPE AC Unit Model# SEER ❑ Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping Boiler Qi Solid-Fuel Appliance ❑ PV System Fireplace Insert Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping ❑ Other Gas Piping Information Not Applicable: ❑ I' d Pipe Material:��I_Ack nzoA/Pipe Size: 1114 Total BTU's of all Appliances: 9D,t&D 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 required within 6 feet of all appliances Applicant Signature: Date: L LZTO Print Applicants Name: �ENAA S 4dpi9lOt uorTh 6/16LP Page 3 of 3 NOTICE Y TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: iIJ1� ❑ AM ❑ PM DATE: OB ADDRESS: i({{�'� ��. fl\ �'' 1 LOT#: i PROJECT: TYPE OF INSPECTION: 1 r Y OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY APPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON i c. i L� NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY P APPROVED PERMIT#: `.(� ❑ AM `© PM DATE: OB ADDRESS: P l 1 %, la +t':1; 1-f l LOT#: PROJECT: (i TYPE OF INSPECTION: I, OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 p PLANNING Cl CIVIL p/BUILDING CITY OF ARLINGTON '' NOTICE vz TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: ❑ AM Cl PM DATE: JOB ADDRESS: } '`� _ �',,i ;l i l ( 17 LOT#: PROJECT: TYPE OF INSPECTION: k'' {'1 + r1 1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE •®• 0 PLANNING 0 CIVIL L7/BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#. i JAM ❑ PM DATE: lZ_.LZ.21) JOB ADDRESS: 1 IfV­4 I i._ ED LIE LOT#: PROJECT: —iC_l TYPE OF INSPECTION:Tll , 11 \ 0u OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 / r�, r�ZI LLD INSPECTOR M PLANNING M CIVIL Fl BUILDING CITY OF ARLINGTON Y�.,`,�c• NOTICE �= TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY RfAPPROVED PERMIT#: Cl AM ❑ PM DATE: - 2-` L'4 1 JOB ADDRESS: il//1 fir'- /I�. v Jr i i O�V 1 U(` LOT#: PROJECT: TYPE OF INSPECTION: � i�I iV'I�L2- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$SO REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION r . r all ,-n 4--:3 u 14 e�, Lf THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 I INSPECTOR DATE l O PLANNING Cl CIVIL. o B� iNc CITY OF ARLINGTON � . Y- /ryt. NOTICE 1/ TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL )Zf CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ���j JAM ❑ PM DATE: 1�_5II JOB ADDRESS: ` LOT#: PROJECT: L.11 11`�1 TYPE OF INSPECTION: t \�ft� I OTHER: !'fl �tll� ��'i�� "� 411U ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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. 4 1\ pec"al kx' 1!'_r�. ��; .�7 A� ;� r r r /.� �lljr" ✓/mod.%r �r ';r" !�%: �"I'1i`1=t1/1•l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 l INSPECTOR DATE r Ii CITY OF ARLINGTON 0 PLANNING 0 CIVIL 08 rE�uuc 'y.•,����� V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY '❑ APPROVED PERMIT#: ❑ AM ❑ PM DATE: JOB ADDRESS: �k LOT#: i� PROJECT: _�f U4+�.. 1 ,, _ I ` �.1 I �.t` S �J TYPE OF INSPECTION: I . �^ f,�. I I!'_� I-) OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ 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 Sri r T��r� Yet yt7 S THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR 0 PLANNING Cl CIVIL 0 BUILDING CITY OF ARLINGTON CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3335 104 N Washington Avenue PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601301 Valuation:275846.34 OWNER APPLICANT CONTRACTOR CHRIS AND HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851 QC EXP:04/22/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST. TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �NIA41 IZ�y/zoZs Sigma Print Name Date Released By D e CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT. CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES 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 12/0412020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitigation-City $3,355.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Fireplace/lnsert/Woodstove $15.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Bath/Shower or Shower Only $45.00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 Sinks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 Building Permit Fee $2,976.61 12/04/2020 Building Plan Review Fee $1,934.80 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,433.91 Total Payment: $0.00 Balance Due: $7,433.91 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Parcel ID: 00898300001300 _ �' Property Address: 18317 HAWKSVIEW DR VAarroW 18325 Owner:TAPERT HOMES LLC - Click to view additional parcel details ?� 18317 j 79 rB31� li u� ?,3?D19 r� 5.0 1� O� e� O �s aj 0 ACASCAM NATURAL GAS d 0 R P 0 FIL A T 1 0 74 WASHINGTON M1 'h �j �Er i 18,41 11 H a,,,k�;-,-ie,.v DO Ej'v'Pi--R .1 (18420 OREGOH IDAHO 1 R414 El/i,'11 R,i Y-1 120)8-85", 1 1 P4 11-1(,JE',A'P`l-)RT DR.i 184241 11EINPORT DR', '; - - I - Wic-7c '180320FJ_.7" 2�10421 .-l. 1 1171 ct3gnr)l 02" iJ 84211 NE-i-y-PORT DR f 18413 "48922000711" NJ 7a7-1,21-1111775 z Map Legend i 18408 HANKS%/I El,"v,'e D Dt! 3129 1 78 1"172" Regulator Station '5393200911" 9 M 1841 1 EilliPo RT DR:' Town Border Station -a @ Compressor i 832 1?41 '11EYWORTUR, T-% Gas Valve (722E.H. RRCf-/,/RL) 3 21.- ...-I I 1jW' pn "81-104200975" <all other values> 1 2"DID gipf"99 (-211 HAR R 0`01 PL 56652 <Null>,Yes i 18325 HA1.l,%'K',`v-I El,-�'DR; ' i I -)'POR 1.4 Distribution,<Null> —----- - 84 1 E,,' T D R-1 DP 1APE'glE 7'Tj f, R R 011-i'P "4 1!:, 21 220000e' 51 0.4 Distribution,No 1-4 Distribution,Unknown .'1'22—MAR R Pl-) new 1"PE SL I"9970200278'. 9 " Distribution,Yes ------ 0 18317 Hawksview Dr SEC,<Null> bellhole in dirt —1-7 i 1833c,l--1E`o'v'P0RT DR) Secondary,<Null> (7216 11.,'RR01/-j`FlL� 569' 1 11922001-109 i"211 HARROY-vP 493201--19-23" Secondary,No (722.9 H Eli DR) 18-12614EW'PORT DR, = Secondary,Unknown 18.182200994" Secondary,Unknown(Verified) (183 11 HA'i'-A< I E'0'-/jD 1'%,*) 731:6 17 ID Secondary.Yes 'f7'�I—,.:SH ViElo"j"DR)(7223 DR) 1 312 N Elt'v`I -RT DR) Service Line Valve,No A,)ij'J�S 312 N zq3200881" "In-98-22;nricicil,, 'T-8732CIC1774" 1.4 Transmission,<Null> i72q0l-loiks-v 1.1 832rTR Ei,'-,'F''--)RT 11Ri 1.4 Transmission,No iewlin I I 2292200C, -5" tk "0308285798" ti,..4 Transmission,Unknown Transmission,Yes (7 6 Hawksvi�p Dr! 8 3 5 6:-5 2 1 E8.ff, I 83LIO NEWPORT DR, Odorizer 'jr Pressure Monitoring Point 721 Transmission Main AbandonedTransmissionMair 'A H '49772: hAnin 1:'99320C1964" Map Scale rIA rip, H... 1:2,257 Notes: "4A32nn%9" 0.1 0 0.04 0.1 This map is a user generated static output from the GIS Web Viewer mapping website and is for reference only.It is not to be relied upon for construction WGS-1984—Web—Mercator—Auxiliary_Sphere Miles purposes.It is provided for planning purposes only.Na tural atural Gas Corporation FIELD LOCATES ARE REQUIRED FOR LOCATION OF UTILITY FACILITIES � i l ', 2`'DIP11PE'99 c_; : 5 SG52 18317 Hawksview Dr �+ ,z Arlington City Limits X street Harrow PI Soft shoulder tie inn 5' X 5' Bell hole tie in 1` j TCP--shoulder closure Re-route Pedestrian traffic ° Contract crew install �s 5'X 5' :� Flagging----NO BELLHOLE Permit---YES \ TIE Ind W/O #47051100 :�. '� (r 831 H.A' •E','IE'/'i L�R9 r 1, �_ "�9:J7'r ii CJi�i' n 1 1 . HARRG/1"'L, 611 ?A" 18317 I Hawksview Dr ti .J T. H'A'4il<<°JIEV,'DR1 i t, "t,ii 2J7ft" - s�I9N WADING r,X (1) MINIMUM SFIQULClER IAPER LEN4TH r: Lf3 (foal) U L R R YiN R7@RIALS ]6ldA�f N 3A'k nf1fl1�F11 1, 26 in MPH z°Cfr O a,nIJLpAR Panted 6 SUpEcSf� DATA R IAENNIA g .a ESS I IOTs aryH pond (mph) ( ALL a,OWING 2 MP a LE ivv� P. (raaq 2n 3a Be as AA AA ea as Aa 7a LONGITUDINAL SUIFV� SPAQ a(I)ALL SPAa(N� MAY EE A1308Ma TO AOa0M13QMn P qa dA Be ga Q INMaRSEOTIONS AND ORIVAWAYS, - SPEED (MPH) 2g 9A 39 q0 d9 gC (z)RRaApSPAWAY INN IAn I REOUDEO IN aRSAN AREAS Ta PIT 1° 49 Be EA 9q - s9 so sg 7C USE A 3 DE!(OES TAPER POR•SHOULABna LEAS THEN a, „ LENGTH ((W) i'99 200 2g0 NOS 350 42g dos g70 6h9 73C TRANSPORTAHLL' A'TTHNUATOR ROLL AHEAD DIaTANR a HCS�vHIQ OVgEIgHT Hoar u NNIoo E VJSIGHT R e o a p'10 s, d9 MPH 49.59 MPH > 99 MPH ]174' MPH AII.65 MPH > s5 MPH laor 124, 172 1001 150' PROTHOT1VE VEHICLE! (WORK VEHICLE)a R NO SPkpIPIED DISTANCE R9glllRED OHA 9WAAO atitBV(C!s M AaAO 4 WORK AM � x Lra aq� d6° d9° HAD LVt7fl(C SHtl41.t]ER AHED13 WtlRK d8° d9° W2A 1 [7 4I2i•s LEG= NOTES to TEMPORARY SIGN LOCATION SHOULDER GLUSURE LOW SPEF-D 1.DEVICE SPADING FOR THE DaWNRTREAM TAPER SHALL aG 2a'(PT), 9 CHANNEL17ING DEVICES 4,ALL SIGNS ARE ELAOk ON ORANGE, PROTECTIVE VEHICLE (40 MPH OR LESS) NOT TO SCALE e 8 B AL n u 0,555 1 any LW q ° a° as a 9h tr a au „L°w c P ar IeJI C%9 g Noe 1 e a p r +tart ARv11D ARo,N — DATA I � 1 pL. .Ea Iltl°If WARE la —nutqNM �® Iva rut .I•cl 0 av Waahln aneq ea ornw �m glan 8t p ,EHaR. Dapartmanh of Tranapoportapon qq Aa s ° RZ �.. •'�• `^ ^_. TRAFFIC CONTROL PLAN + „w SIGNING AND STAGIfVG 4F WORK MUTCD SIDEWALK DETOUR FIGURE Permit#: 3335 Permit Date: 07/29/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Ridgeland Custom Homes Applicant Name: Ridgeland Custom Homes, LLC Applicant Address: PO Box 130 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Scope of Work: New SFR Valuation: 275846.34 Square Feet: 2519 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 12/04/2020 Permit Expires: 06/02/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 11 Township 31 Range 05 Quarter NE CHRIS AND HOLLI 910 00455400601301 104 N WASHINGTON AVE GIFFORDS 1 ST ADD TO SMITH UNDEVELOPED ARLINGTON BLK 006 D- (VACANT)LAND 01 -LOT 13 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis CONSTRUCTION Labor and Homes Wriglesworth 425-343-4562 PO Box 130 CONTRACTOR Industries RIDGECH851QC Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/08/2021 R20.SFR/DUPLEX Final 11/09/2021 11/09/2021 BUILDING Approved FINAL 03/02/2021 R20.SFR/DUPLEX portal frame not per plan 03/02/2021 03/02/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/29/2020 RESIDENTIAL SINGLE BUILDING FAMILY 07/29/2020 RESIDENTIAL SINGLE Josh Grandlienard FAMILY Fees Fee Description Notes Amount Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Gas Piping/Units Enter#of units $15.00 Mechanical Base Permit Fee $25.00 Bath/Shower Combo 3 $45.00 Clothes Washer $15.00 Hose Bib 2 $30.00 Lavatory Toilet&Sink Only 4 $60.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified Dishwasher 1 and water $60.00 closet 3 Kitchen Sink&Disposal $15.00 Water Heater(Tank) $25.00 Building Permit Table 4-1 $2,976.61 Building Plan Review Table 4-2 $1,934.80 Traffic Mitigation-SF Single Family ($3,355.00) Total $7,433.91 Attached Letters Date Letter Description 07/29/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/04/2020 Ridgeland Custom Homes 7313 Raelynn Jones $7,433.91 Outstanding Balance $0.00 Notes Date Note Created By: 12/09/2020 Received receipt for school impact fees. Kristin Foster 12/04/2020 Traffic impact fees credited for alley paving per MH. Kristin Foster 07/29/2020 Need school impact fee receipt prior to issuance. Kristin Foster 07/29/2020 Use applicant's valuation or per ICC Value Data Table? Kristin Foster 07/29/2020 Lot 13 Kristin Foster 07/29/2020 Add civil comments to permit? Kristin Foster Uploaded Files Date File Name 09/24/2021 9759793-3335 IC 4.6.2021.pdf 09/24/2021 9759794-3335 IC 12.15.2020 Footing,pdf 09/24/2021 9759795-3335 IC 12.22.2020.pdf 09/24/2021 9759796-3335 IC 1.22.2022.pdf 09/24/2021 9759797-3335 IC 1.28.2021.pdf 09/24/2021 9759798-3335 IC 3.2.2021.pdf 09/24/2021 9759799-3335 IC 3.31.2021.pdf 12/09/2020 7817255-3335 Issued Permit.pdf 07/29/2020 7059865-3335 Application.pdf (T A W o m m ;u cn N - a wN T 0 m-wl�00 o 0 0 O-00ZD p�mzm«JrnmD(��I(�mr<D��O<Dymn z 0 O �c: m 7C ;0O m m0�r- SDcccZO2�2pmOm�zoADmz��zD O N'Z 0z m0(n(Am O mnCm �20mmr-ImE-mmzcczmD� m4T�- me m 'o O p (�0zzo D<zm-ww Mcz 5l 5zm O-AmE- -4 OOND ym D.. y ? mZ �o prp woommp�mmm=lOfj�mp DDm�j>U* rn(1 r-Corn- zm � m C rm- (nOA�T ;a0mm����*�m<m�z000pmO�ZODIN Dzm�rDOpp 2 Cn m O zor> Omzcmwmoornzmzm-- XXT�ODD�Z2 �0 m�Z m m � c���r0 �m-ioDrnzSD- rn-1 cn m;m00mou�0'im ?cn Ozn � r AA D Dmo OZnO=�Do�(Zil`<>-,TDDOp2DpzpOm cD0 OOm z O A 0 A�3 �p>Z<oOmD�R2i02 Dmwzp��S��j� ��r2 �Z� Z m °�c'noo+o in cn Om7 m CM60EOO w�a NO mSpernrnD-z�mT=--IT�mD�m<Z� mmm -- --I ?��Oc9Oc� oa---- -< C�-< �m-zp��w-�-I<KOmTmwp<7D-10Z-1:_E G) n.>mw- co mm (n mo?000 <ymm<m< _ mm>xx mmKwmoDw-joo>����m� moo 30 OD0ccoccn �OrOr-Or 002 m�mpGO O-IOy00D�Z0z,-DZmD2D0 �T� DS --I r- OODODOD �O� �Q0A0 nmm��ocz"�mw��>z��rm�T O-m r mmv��rD� DpD0D0D00 ma, <K D D-D O mm O cr,>,CF-TmW(n �� m Xom ,..��0���" ZO III = m=D�oD OU)i-o;u <mr"� nDmwnav z �z NN �m���� {� III nm00� Z�C�m?y�m2�m�0o�mo 0 G�>� oo R1c2= = v0 A��mN micnOmmm2cn�m�oXZm �mcn �� OmO�nni 0O u �m00w 2ZD 2z TIT DO Jmom� pc cnm mn 0 D-4 ��Z mZm=? mN�Zw-j o �oLn Oc p mm \' mw 00 m0 M zm A m A ;� III III m p rn DAAy - III m m m rn = o = z Ilillls A v A -U S m III o _ v -n r z N rn 3Ta �T�mx �m�n 711 �An>r �mmrn3� iC�ln o = III z �� ;>t-j SS III= < N �Z���� m, 91,99rn- r =III r (l n'I M8 00MM U, �iN06 m D m �z r III - y5-1/2" 1/2" xroizxAA� o r = III _� Moog WZO41AG' rm A zm MR - " H yF�n�Tuu1q 03 c m5 1--I n �- O �AZ 0� z H m �r�i j N I Z /yam >I A(�ui$ QA rn , 1 N m Ny � - ztl`Z O It tl S E A FOB Ito � pp f�tl1 y�y x c D �,'_A➢P /�+ rON ZZ fil ZN Ol m N �ny�y � iZ X.z g m� m O 0 N N A W ly, C D 3 m z 1 ry<� me m ti m �? 3 _ $g oo r A <m A z N >g 0 D m �^I uur� m D t�i 1 fi a v`v z a O � A � N �. 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U D W ate+ i i Z _ I a z u) !n ° a 2 m y � Qco0 co C) NM d�=U Q C FgW E J Q p F D J ARLINGTON SCHOOL DISTRICT NO. 16 145129 LOCAL RECEIPT DATE � Received from C Q `pgcS For ACCOUNT C AMOUNT CASH s 1, CHEC Y MO BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 `\ 14513 LOCAL REC IPT DAT V Received from 1C For ` ACCOUNT C E AMOUNT --a� - . �� $ LI�SCE. 00 CASH c BY Mo BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145131 LOCAL RE EIPT DATE Received from (Cl a For k ACCOUNT E AMOUNT $ Ll-15�0 CASH 1,,1�V,, GHE BY L �O,0�fi 151� 2- MO BANK LWQLI DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145132 LOCAL RE EIPT DAT L � Received from & jc For C ACCOUNT GO AMOUNT $ H INV. / �/� V V CASH GH BY NO Map Title 40 Snohomish County Assessor Washington ----------------- _.----- r 00455400301300 P (� � ) ' , "" -�- •- � , � 00455400401300 ��` -CD -' 00455400400800 0 r /• O p r "N < �. 00455400300900 00455400301100 `n �-` r 00455400401100 _, a v M - - --'— — — —•_ -- — — — o I "J 0 0 0 E 2,nd S�t -I Legend 00455400602001 T > - Parcel d 00455400600100 Q QAad Q 00455400601900 00455400501900 Recent Sales 2020 p N� G00455400600200 00455400601801 00455400500100 Recent Sales 2019 — t Recent Sales 2018 (� 00455400601700 N 00455400600400 City Boundary 1 0j �Ro'_ ' 00455400501600 L___Z 0455400601601 Z County Park 00455400601501 00455400500500 Z 00455400600600 o National Forest 004554006 00455400501400 '�• � '� 01400 0 00455_400500,701 Wa to r 0 h;0045540060080+0 00455400601301 Street T 00455400500801 00455400501N200 Types 00455400600900 o M Interstate 0 _ 00455400601100 0 00455400601000 00455400501100 State Route o _ Local Road I E 1 IRSt S}t f'**Pr^� r' ^ ^^^^ ,. �..i- - All maps,data,and Information-Itforth herein("Data'),are for IIlustretive purposes only and are _ ^ — not to be considered am official citation to,or representation of,the Snohomish County Code. _ Amendments and updates to the Data,together with other applicable County Code provisions, may apply which are not depicted herein.Snohomish County makes no representation or renty co ning the content,accuracy,currency,completeness or quality of the Data contained heen and expressly disclaims any warranty of merchantability or fitness for any particular p ru....All persons accessing or otherwise using this Data assume all responsibility for se thereof and agree to hold Snohomish County harmless from and against any damages,loss, claim or liability arising out of any error,d om efect cr ission contained within said Data O . 0 113 225 Feet Washington State Law,Ch.42.56 RCW,prohibits state and local agencies from providing access 12/9/2020 to lists of individuals intended for use for commercial purposes and,thus,no commercial use may be made of any Data mmprising lists of individuals contained herein. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q p CENT RUNE170 EAST 2ND STREET . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . INFILTRATION . . . . . . . . . . Lu TRENCH EXISTING GRAVEL SURFACE --------------------- INSTALL ASPHALT PAVING PER R-040 ------------- . . . . . . . . . . . . . . . q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6'PERF PIPE IE-166.8' 'TYPE I:CATCH BASIN PER DETAIL$0-1 20 . . . . . . . . . . . . . . . . . . . . . . . . . 160 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 155 1+1 00 2+1 00 1 ALLEY I PROFILE 3+00 4+1 00 1 5+00 0+00 LOOKING EAST 1"-20'HORIZONTAL 1*-4'VERTICAL CONCRETE BLOCK WALL 1 DI 1.7'TALL INSTALL TYPE B CURB RAMP PER CITY RIM=175.22- FLAG POL OF EVERETT STANDARD PLAN 319 SEE IE-174.49- 6-PVC(W) SHEET 2 OF 2 SIGN "STOP" D�M. PROPOSED SEWER SERVICE R 175.46' (TYPICAL) IE=174.71' 6*PVC(N) PROPOSED WATER SERVICE SMH (TYPICAL) RIM-174.97' \ 8 8 W W 8"IN 8"w -------------------- a.,W 8"W a',W e-SMH INSTALL TYPE 6URB IRAMP PER CITY RIM-1 77.54' EVERETT, ANDARDiPLAN 319 SEE INSI L 441 ON CURB GUTTER -19-- INSTALL STREET TREE j 5 OF A NSUILL 5. �AL PER STANDARD 02950-51 SMH SHEET 2 Ok? I SID SE SHEET PER R-090 AND RIM-174. -5 SID POW NORT ASHINGTPIN AVENU�_/ VD180.Sf SHEET 2 OF 2 /1 ONE PER LOT AS SHOWN ons.,z— SS ,a — — Ss SS s"a — SS.'s — SS INSTALL 3' 17s- DI PLANTER �y RIM4174.5 IE= 73.93' Ir PVC(N) (TYPICAL) PROPOSED DRIVEWAY klAkd HO (TYPICAL) OH PWR 7� INSTALL SEWER CLEAN-OUT/ z:zi KL- -\-INSTALL WATER PER N-99' " -- ER STANDKRDS r METER PER CITY ",(TYPICAL) Z, STANDARDS (TYPICAL) V) T- T- J- 7- 7 T- 7 14 JL T, --L 41. MXTROX DQt Ot W 20 L61*19-q- Lot 18 L r6- I, Lot 15',,1. LofT4 I Lot 13 \m j I T -J 20 0 20 L L L L /--BMP T5.10 LEVEL Scale 1 20' TRENCH WITH CATCH -7- 7, -N— BASIN (TYPICAL) z z-21� 7 L CONTOUR INTERVAL \1108 104 N, �IMd NO X\ V 1+00 W; +39.47 77 35Y INSTALL TYPE 1 CATCH BASIN INSTALL IOOLF 6" PERFORATED DRAIN RECOVERED 1/2"REBAR WITH CAP AV STA qU3?J N66 W/�OIL WATER SEPARATOR A DEEP STAMPED *CASCADE 12716' .-413M 1+ 1'96,PER DETAIL SD-120, PIPE IN A 3' WIDE AND 3 1+31.9 0 "CAL) 2 INFILTRATION TRENCH STA &T SHEET 2 OF STA 2+3111.96.TRENCH TO BE FILLED WITH 2'DRAIN ROCK. COVER TRENCH INSTALL 12' X 308LF WITH GEOFABRIC. BOTTOM OF TRENCH ASPHALT PAVING PER DETAIL To BE IN CONTACT WITH SANDY SOIL R-040.SEE SHEET 2 OF 2 REV. 01 VSW 7-9-20 LAYER. I-(�-2,0 PROJECT. SHEET NAME: E I SITE DEVELOPMENT PLAN RIDGELAND HOMES SITE DEVELOPMENT PLAN p1 , METRON FOR WASHINGTON AVE. LOTS UNDERGROUND UTILITY NOTE. and ASSOCIATES INC. RlDGELAND HOMES UNDERGROUND UTILITY LOCATIONS FOR WATER, ELECTRIC SERVICE, COMMUNICATION SERVICES AND '�Z'5TREET rw&� �LI.FACF ————————————— ———S- IE-1 GAS, AS SHOWN HEREON,ARE BASED UPON THE CITY OF ARLINGTON CIS DATA AND SURFACE LAND SURVEYS, MAPS, AND LAND USE PLANNING 112 N. WASHINGTON AVE TO INDICATORS. NO LOCATE SERVICES AND THE CITY OF SNOHOMISH GIS DATA �,2107 PROJECT No' THE USE OF IS MAP FOR THE PRECISE LOCATION OF THE UTILITY LINES IS NOT WARRA-NTED 307 N. OLYMPIC AVENUE, SUITE 205 140 N. WASHINGTON AVE DRAWN BY,V-S-W- APPROVED 3y.T F R 20022 THIS GATE-jUNE 2020 SCALE. 1 20' OR GUARANTEED. ARLINGTON, WASHINGTON 98223 RCW 19.1 22 REQUIRES 48 HOUR NOTIFICATION PRIOR TO UNDERGROUND CONSTRUCTION ACTIVITY. (360) 435-3777 FAX (360) 435-4822 CITY OF ARLINGTON, WASHINGTON FIELD BOOK, 5-31- DWG FILE: 20022.DWG SHEET: CONTACT-CALL BEFORE YOU DIG"UTILITY LOCATE SERVICE AT 811 OR 1-800-424-5555. Copyright ro—d 2020 C)Met—ona A—I.t.,Inc. 1 OF 2 d n NOTES: 1.CAULK WEATHER STRIP ALL JOINTS AND PENETRATION TO HEATING SPACES. 2.ALL GLAZING TO COMPLY WITH WSEC.2015. 3.ATTIC VENTILATION: THE TOTAL NET FREE o VENTILATING AREA SHALL NOT BE LESS THAN 1/150 Z OF THE AREA OF THE SPACE VENTILATED,EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS m PERMITTED PROVIDED THAT AT LEAST 50 PERCENT 2 > AND NOT MORE THAN 80 PERCENT OF THE REQUIRED 6 B.1 VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTIONS OF THE SPACE TO BE VENTILATED AT LEAST 3'ABOVE EAVE OR - _ 5/4x8 NHITEWOOD CORNICE VENTS WITH THE BALANCE OF THE - n REQUIRED VENTILATION PROVIDED BY EAVE OR b° - CORNICE VENTS.WHERE EAVE OR CORNICE VENTS SAFETY GLASS z ARE INSTALLED,INSULATION SHALL NOT BLOCK THE - 8"HARDIE SIDING FREE FLOW OF AIR.A MINIMUM OF A 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING AND AT THE LOCATION OF THE - — FLA5HING p S N3 VENT.SEC.R806.2,R806.3 - 4.BUILDINGS SHALL HAVE APPROVED ADDRESS _ PABGO LAM COMP SHINGLES o o� NUMBERS,BUILDING NUMBERS OR APPROVED MM BUILDING IDENTIFICATION PLACED IN A POSITION PLAINLY LEGIBLE AND VISIBLE FROM THE STREET METAL GUTTER5 OR ROAD FRONTING THE PROPERTY.SEC R319.1 ---- - Iv "D 5.SECTION 401.3 CERTIFICATE BE POSTED WITHIN 3'OF ELECTRICAL PANEL,COMPLETED BY THE DESIGN - PROFESSIONAL AND INCLUDE THE FOLLOWING. o R-VALUES FOR CEILING,WALLS AND FLOOR,U FACTOR FOR WINDOWS,THE TYPE AND EFFICIENCY OF THE STACKED STONE HEATING/COOLING EQUIPMENT,DUCT LEAKAGE RATE - - FROMTHEBLOWERDOORTESTING. rr1-ybArr 1 y�Ir 6�DE a mJ oall 00 6 SECTION O T T THE BUILDING ENVELOPE BE TESTED DOOR �Ir 1 r r,y 11;ryy y 4 11'Y Ilfiyb i� }Gyo Ir a M® w ( )� TEST TO BE rr llhObY Inyb lr r�Zl /rr -�- r o caw CONDUCTED WITH BLOWER DOOR AT A PRESSURE OF rr{u,yZu 'r�V'yblr luybe W 0m 0.2 INCHES w.g. 7.CORNERS OF EXTERIOR WALL WALLS SHALL BE FULLY INSULATED. 8.SECTION 403.1.1 PROVIDE(1)PROGRAMMABLE O I h T x / T ® i I I� N THERMOSTAT SCALE: I/4"=1'-O" I Y I 9.SECTION 403.3.3 DUCTS SHALL BE LEAK TESTED IN 9 ACCORDANCE WITH WSU RS-33. m g 10.75%OF ALL LUMINAIRES TO BE HIGH EFFICIENCY A-1 4 � d4 ENERGY GRE17I TS: GENERAL NOTES: O } } z vlze la EFFICIENT BUILDING ENVELOPE la: 0.5 CREDIT IU Q PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOW 1.ALL WORK IS TO COMPLY WITH 2O15 EDITION OF THE a FOLLOWING 1. ILI INTERNATIONAL RESIDENTIAL CODE ANY APPLICABLE STATE, U.I IU W � MODIFICATIONS: h N z VERTICAL FENESTRATION U=28 COUNTY,OR LOCAL REGULATIONS,2015 UPC AND 2015 IFGC. Q yuL��(3FLOOR R-58 2.DESIGN LOADS: v SLAB ON 6RADE R-10 PERIMETER AND UNDER ENTIRE 5LA13 SEISMIC DESIGN CATEGORY DI BELOW 6RADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB ROOF 25(LIVE LOAD) q Q LL) =F- E OR 15(DEAD LOAD) li J z y COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5% FLOOR 40(LIVE LOAD) ,n < 50 H16H EFFICIENCY HVAG EQUIPMENT 50 1.0 CREDIT 15(DEAD LOAD) �J 6A5,PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF 94%,OR BEDROOM FLOOR 30(LIVE LOAD) " � Q T (SAS,PROPANE OR OIL FIRED BOILER WITH MINIMUM AFUE OF 92% 15(DEAD LOAD) 50 EFFICIENT WATER HEATING 50 0.5 CREDIT DECK 60(LIVE LOAD) tu ALL 5HOWERHEADS AND KITCHEN 51NK FAUCETS INSTALLED IN THE HOUSE _ H SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 3.DESIGN LUMBER GRADES: 12 �J BE RATED AT 1.0 GPM OR LE55 POSTS: DOUGLAS FIR/LARCH#2 q b - 51 EFFICIENT WATER HEATIN6 1.5 CREDIT SILLS,PLATES 8 BLOCKING:DOUGLAS FIRILARCH#3 OR BETTER WATER HEATIN6 SHALL BE GAS,PROPANE OR OIL WATER HEATER WITH A STUDS: DOUGLAS FIR/LARCH STUD MINIMUM EF OR OAI BRACEWALL SHEATHING:7/16"OSB SHEATHING BRACEWALL SCHEDULE INCLUDED UNLESS OTHERWISE NOTED ON 4.CONCRETE: _ DESIGN CONCRETE STRENGTH; - - ---- C -' FOOTINGS AND STEM WALLS: 2500 PSI - ---_-- -- — T/Ib"05B SHEATHING SLAB ON GRAD: 2500 PSI 17 WEATHER RE515TANT BARRIER 5.FOUNDATION: - --- - - - xr 1.ASSUMED ALLOWABLE SOIL BEARING:1500 PSI MORTAR SETTING BED 2.FOOTINGS SHALL BEAR ON FIRM,NATIVE,UNDISTURBED STACKED 5TONE SOIL,A MINIMUM OF 12"BELOW ORIGINAL GRADE MORTAR JOINT N STUD WALL IS � NSULATION 2 I7ETAIL ,4T STONE WALL a 5GALE: 1 1/2"= 1'-0" - 0 T s w `w N /4" 5/4"x5 1/2"CEDAR TRIM 21 SCALE: I/4"=1'-O" R E A R F. L E V A I T 1 O N rn A- DATE: JULY 9 2020 i I7E7A I L A7 CORNERS SCALE: NOTED SCALE: 5"= 1'-0" JOB NO. O 0920 DRAM Ns ho. Rev. A" 1 0 0 IL Z CONTINUOUS RIDGE VENTING - - -- w — a 0 Y f SAFETY 6LA55 -- --- -.._. o i > 12 � 3U 6"TRIM A5 5HOWN ° SIMPSON b"POST/GAP -_ D ;3 -- M bxb POST um a I \/ � 2"x4"FRAMING SCALE: 1/4"=1'-O" 2 E r- T I E L r X I T I O N 5/4"AOX PLYWD(PAINTED) A-2 f OLmm 20" N I"x 2"TRIM !L 2"x 4"TRIM Z 2'xb"FRAMING a¢ � m CULTURED STONE(LEDGE5TONE) v Q Q IOUu�i Z � Q n I/2"COX PLYWD. tu Q GRADE 2"x4"TREATED PLATES CONTINUOUS RIDGE VENTIN6 A lu -q a #4 BAR 12"FROM TOP i _ 51MP50N P05T BASE bb ; —° CONCRETE 2-#4 BAR 5"FROM BOTTOM Hi DC I AIL A I COLUMNS SAFETY bLA55 2 SCALE: 5/4"= I'-0" 12 - U Q Y 5 -� SAFETY bLASS V 1 uF- - g SCALE J/4"=1'-O" I I C 7 5 I L X A 7 I ® I DATE: JULY 112020 A-2 SCALE: NOTED JOB NO. OlOg20 DRAWING NO. REV, A• 2