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Home My WebLink AboutPermit File 3813 Copper Pond c,s Y o CITY OF ANACORTES WASHINGTON sc BUILDING DEPARTMENT o CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 3813 Copper Pond STREET&NUMBER Owner: Irving Construction Constructed By: Owner OWNER OR CONTRACTOR C0M98-0041 2-25-98 Bldg.Permit# Date Of Issue: Occ.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, This 2nd Day Of June 19 98 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD98-0063 P.O. BOX 547 APPLIED: 03/03/98 ANACORTES, WA 98221 ISSUED: 03/03/98 (206) 293-1901 EXPIRES: 03/03/99 SITE ADDRESS: 3813 COPPER POND ASSESSOR'S PARCEL NO. : 4661-041-000-0000 PROJECT DESCRIPTION: Add new bedroom residence — OWNER — CONTRACTOR — LENDER IRVING CONSTRUCTION P.O. BOX 82 ANACORTES WA 98221 293-6354 TYPE OF WORK •ADD AREA (sf) VALU. . . $: 6200 TYPE OF USE •SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •434 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :R2 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :? : ? :? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N : ? :? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCR $ 40.63 MD 03/03/98 8076 PRMT $ 62 .50 MD 03/03/98 8076 STBC $ 4.50 MD 03/03/98 8076 TOTAL $ 107. 63 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and Laws regulating activities covered by this permit. --t....--L 4 ( ( Issued by A ant or Owner' s Signature 24 Hour Notice quired For All Inspections bld_prmt, Rev: 06/11/92 I (^ ) ( COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0041 P.O. BOX 547 APPLIED: 02/25/98 ANACORTES, WA 98221 ISSUED: 02/25/98 (206) 293-1901 EXPIRES: 02/25/99 SITE ADDRESS: 3813 COPPER POND ASSESSOR' S PARCEL NO. : 4661-041-000-0000 PROJECT DESCRIPTION: New single family — OWNER — CONTRACTOR — LENDER IRVING CONSTRUCTION IRVING CONSTRUCTION CORP P.O. BOX 82 P.O. BOX 82 ANACORTES WA 98221 ANACORTES WA 98221 293-6354 293- IRVINCC044KG — FEES TYPE OF WORK •NEW AREA (sf) VALU...$: 120000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 10905 REQUIRED SETBACKS---- PLCK $ 313.95 MD 02/25/98 8051 CENSUS CATEGORY •101 1ST FLR • 1000 FRONT • 20 ft ESPL $ -100.00 MD 02/25/98 8051 ZONING 2ND FIR • 783 SIDE(1)..: 11 ft PRMT $ 483.00 MD 02/25/98 8051 :R2 BASEMENT 0 SIDE(2)..: 6 ft PMEC $ 66.50 MD 02/25/98 8051 OCCUPANCY GROUP GAR/CARPORT...: 400 REAR • 25 ft PPLM $ 104.00 MD 02/25/98 8051 :R3 :? :? :? OTHER • 100 REQUIRED PARKING-- STBC $ 4.50 MD 02/25/98 8051 TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3483.00 MD 02/25/98 8051 :5N :? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 02/25/98 8051 OCCUPANT LOAD STORIES • 2 COMPACT • 0 STRM $ 1126.00 MD 02/25/98 8051 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf INSP $ 50.00 MD 02/25/98 8051 FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 5930.95 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS • 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 1 WATER CLOSETS...: 1 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 1 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 it I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. ssued by Applicant or Owner's Signature 24 Hour Notice Required For All IInspections com_prmt, Rev: 11/04/93 I 38f 3 Cow- r(LA-ky Litudg(q3 s& L61 rub Ca-M Je./Lle"IAr Pk_iI 0 (9. 1---- \( <l9 ' zz' 3Yz, cy.Gl p `N [7„ C) : :..;;:: CI� :.: 'BUILDING. DEPARTM : ; C TXOT .A Ir .CC1RT S ..... i: . . ..... ... ........... (This form is to be completed prior to issuing the building permit) Site Address: 33'i '3 Ct py1 zfz- 00.„0 Date: tt - a3- Owner: ZRsd:.,c cans Assessors No. Lot 4 ` Block Addition Gc f}%crz Ot"-I 0 OK NA OK NA El- 0 Fire Department Access ❑' ❑ Fire Hydrant Located within 250 feet ❑ C" Fire Flow Required 0 E' Covenant Not to Oppose Future LID ❑ Cr' Water Extension 0 F'` Sewer Extension ❑ El-- General Road Improvements Er- ❑ Shoreline or Wetlands Cr 0 Drainage Plan Approved l 0 Site Plan ❑ Er Variance Required Er 0 Covenant Approval ❑ Er, Plat Facts and Findings Compliance 0 , Er- Regulated Slopes 0 Er- Fill on Site IEJ ❑ Survey in File .: i a.:.: : .:.... . .. ..... .:... ..........:.:::. .. :::::: .:::Firrther..Colnments=;°;,,° .:`. :_::: ::. z.« .,;_ Co-3_i.,awc..-e 44...trw.=0 3 g iL Sc-C-7. AC-,.....AL Ct -'c'RL.aG_ 1500 S4'.cr. - 137 IIi`. Plans Examiner: 2,C7, Date: J-~ D-3- 94 (Signature) SCHEMMER ENGINEERING INC. February 4, 1998 Project 98-004 is an Engineering review of the Plan Set 1783-first reviewed in May of 1996, as prepared by Pyramid Design Group. The review in 1996 examined the following parameters, and insofar as they have had little if any change, are still valid and are herein being resubmitted for Lot 41, Copper Pond, Anacortes, Washington. 1. Basic design assumptions as to placing the house on Lot 41, Coper Pond, the City of Anacortes. 2. A design review of the holdowns required to satisfy seismic and wind loading conditions indigenous to this site. While Exposure C is used in this analysis, the location of Copper Pond suggests Exposure B. 3. A design review as to the ties required at the juncture of the 1st and 2nd floors. 4. A review as to the placement and specification as to the shear walls. 5. A check to see that adequate roof to wall connection had been provided for. As a result of this review we make the following comments. 1. The design assumptions shown on the plans are for the most part valid, however we recommend a change from Exposure B that was used in the design to Exposure C. Modifications that resulted from this adjustment are the addition of holdowns and 2"d floor straps as shown in the calculations, and as are marked in red on the plans being submitted for approval. 2. Holdowns at the foundation area are required at 16 foot intervals, and are shown on the drawings as HPAHD-22. 3. Ties at the juncture of the 1st and 2"d floors are required, and we recommend CS 300 straps at approximately 8 foot intervals with alternate straps located above the holdowns. 4. The shear walls were reviewed and appear adequate. 5. The plans specify adequate roof to wall connections. As a result of our review of the plans and specifications, we recommend their approval, and submit the attached design calculations that have been previously reviewed and approved to support our conclusions. Submitted by, HE ERE IN R G INC. RECEIVED FEB 0 4 lgg8 Ja es A. Schemmer, P.E. WA 17826---Expires 01-29-99 BUILDING DEPT 1004 Commercial Avenue Suite 162 Phone: (360)293-4051 Anacortes,WA 98221 4183 Fax: mail.(360) sn.com schem jimtwl�email.msn.com ii �6c�FFPl�(9 t ahui 10 r-t qg - o oldr1i A Gi INC. ENGINEERS ARDWgCTS PLANNERS Job e-l—eSH—Ciir"C"' uhe a. G 109 PH (206)463-2212 Sheet Of C ��''{I I g on 4 Fax(206)463.2213 Cale by Date 7 Pfl -w.,luawAlv9 Wa 96221 PH (3601293.1960 Fax 13601 29 3-40611 2 o6 Tea y Ia�c,w 17&; _ A- — l (R/4"-e/b 14 5/4et)O;2uti - D51Ga) Ac cJnr ar,oeos. - �� t)/tGO/1T2S )2ooR SJou Zone - Z 5 psT rz�o2 LOT 4I — corm P�6 (n1 A an aevi r%4 clq 1v!!•cG Lt _ 40 fiS4 Coto e 2 oc0 alo'o $D S 57A,ac - CC : toot (sr gb0icCs• . LC 6 0 arktp. 40 ' 1, - ASS'..'.urL -Asa t. aIc/ ei'E- 10n4t - 'ao - ) 6. y */CrZ • V(„F- goOF. 70ucs, 7o p e14-6 : is %ri- �Mn : �o ''/ Z Cnwowc 73o»o�, a ''I�Z , o zoo`/ c, tih ail Zs moon S14nlcs adz Afr. 1�C +1-L = z - +zs"= SO oI g;L c r A04Wsa. 4+•,p Lo^"J' �� I\ of tom. DC- FL000z_ O A S sc.—/i 10 0 L -(- LL _ I o J o A bOsI TZ If L.la- 2.Z l 6eldc L� - a •(. WNI. L. =^ PLy. 1.S l -- g rt/l'r 7 •i 4II'L -ec* �" l� > 92- -001 MOSE INC. ENGINEERS ARCM1TcrrS PLANNERS Job $1-6-1-7 fl_—""e _ _ "' E, ulle 109 PH (206)463-2212 Sheet 7) Of S Fax(206)453-2213 Calc by_tDale 1338zSaw uerr9Md.Anacorles.We,98221 PH (3601293-1960 Fax(3601 293.40511 loo<f wnrii2 M4 ,4v6 a /SL 2 loy 190 C I06-04 110 La owes A 7 Pvub1/Yy/ior3 /boa tr Catty IS oak Di Room = zoCr 2. Pas CoEr Z y () .a) ( I.I5)0 .3) r- a.aoc r- lay« _ (1313 — I Z (z.o) -F I7 (8.) (, is - 37G = z37I/er USrz gpngoZ2 � 3 I0 G° I3 , - 37 4 310 6pA c € 18. 19 8---— z37 C CA% ClY1tt, ivt.r1 FLPF1ic7+Yc h+ : 2o(+t) 9c - 2.+o ri Zo (g.yVI , ICV/. 3) = 4 °fo - ' C4 (Io) -+ zo (s) tf Li90 - z3s Z55 /et U s N-pArlo zz _ a 310 = . 5S C14 ►1 (P ZAie �env LPz_v�� ^l z/Z t 2:1 6 C ,14)(I ,Ise O. 3) = 4os �- z �t 12 (zo) # 1 (oo\ 300 nAt) {ton 47. kPS ' /Pr 8751 - o Sc,4•11,-*.dam&a4a.i$ .,a ae4 ^r < 9 8",004 P41114tm �L INC. ENGINEERSeARCS PLANNERS Job 1801 11ts'Avenu_—rt--Sutte 109 PH (206)463.2212 Sheelar Of Fax(206)463-2213 Caleat 12118,Smrinaat d.Anacodes.Wa,98221 PH 13601 293-1960 Fax 13601 29 -0611 root' eflc1I/42u L a4 .hr it Z I o({ ) 7& T1 (ic 2 lots ti . ac CC°ao �. J 1 LaGr� rPaS 21741 2,0m L, Val- A7 SAr4rZ Hodirz-daJslc. ock7, on) AS iabL.JDAT.on) dotaoo ,u5 W1714 Ai3 r1)rst&MvtP1414 TrP4_, i'piLn L. — C' 11L1-cc._ 1014S G' r-4A13.d it) ,._}-J 70 Fo07/441 57A,cA1liL) bi-zA it gone . tL + CL _• So 6515) = 775 Z,Jh 1=Locx4., bt. -01 •. CO CO) 34 Dt +LC 5D (5.51 275 WALL - 14 GJ\\ y 7 Zv /Li co c._ 3/2.4n1rJ4 or Zc/c,_ -- I ? Fco-rug 1), L - LOOP-Sr C3 0 �,s k ,l -� gkee,-- x-�' )S-1"I9,3 14y 1�y ?. Ico: 7, 17 So - I7 Z& +-4l7 = )91o/ 1 ) LI �STZ_ a . . C C ` .H-tvti,�,, ram, �4 vz,, ,,Ec .-,,,,c / 9 g -o o 1-1 'AMMOINC. ENGINEERS 11Eb p 1?TS PLANNERS Job 1 -0+rL 1604--14LAverrorsfluIte 109 PH (206)463-2212 Sheel_c_O 4 Fax(206)463-2213 CaIc by 17 Dal 1120gaieSrElisd.Anacorles.Wa.96221 PH (3601 293.1960 Fax(3601 29340611 ,coy do -heat,/!t 64vc. ' Z. Z 10i I12, Cbti5c. PAb 3A.,...00., ucy Pas?, ,,, s1415..),- Ac z4 a..a:L /t R.er_ L ems.... X /`� .S XSQ >i ->c7n501 -t' (UK 1K56 4 Zs -+ /75'0 -{- / '/on *1- re8575 C tabor,.NL 1 Ah V= Li./ " 1 . i 1 x 3./ 4 ,St <6; 75.7 4„� - Z 7zt' 1Er Z %i t. - 7a. y 30 " . Q)sn A.A • T (. at = y . 9of, 7 -rTZ y (1t1u, S0 ,L P _ Sc75. = 1.74 c.g� �G z y,90 t7 C►iscic._ Pot..7 z yxLL = (3. 5 / = 12.7s 3 �" g .c7 � 7Do rctr or_ r 0r ' 17.Z5 C WATTSUN 5.56 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 02/03/98 FILE: C:\\WATTSUNS\\COPOND02.WS HOUSE ID: Plan #1783 Site: Lot 41, Copper Pond Analyst: Don Ramey Anacortes, WA 98221 Jurisdiction: Anacortes ( ) — Utility: Rampart Mechanical Corpo Homeowner: Irving Construction, Inc. House Type: Single Family P.O. Box 82 Floor Area: 1730 ft2 (360)293-6354 Builder: Irving Construction, Inc. Weather Data: Anacortes, WA ** ;® P.O. Box 82 Climate Zone: 1 (Whidbey Island, WA) (360)293-6354 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 374 371 Btu/hr—F ENERGY BUDGET 17.80 6.78 kWh/ft2—yr REFERENCE DESIGN Reference Component Value X Area = UA Floor U-0.041 1008 41.3 Glazing @15% U-0.650 259.5 168.7 Doors U-0.400 40.0 16.0 AG Wall U-0.062 1780 110.3 Ceiling, Vault U-0.034 1100 37.4 Infiltration ACH-0.350 13837ft3( 88.6) Reference UA 374 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA Floor R19 vented Joist 16oc U-0.041 1008 41.3 Glazing @18% 2G1 Vinyl 1/2" U-0.540 269.0 145.3 **Marvin Stnd 2GL French Door U-0.330 37.0 12.2 Doors Metal R-5 base case U-0.190 20.0 3.8 Wood 1-3/4" solid panel U-0.390 20.0 7.8 AG Wall R19 STD Lap Wood U-0.062 1733 107.4 Ceiling R19 batt Vault vented 2x10 24oc U-0.048 1100 52.8 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non—standard values — check calculation of thermal value. Page 1 0 WATTSUN 5.5B 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 02/03/98 FILE: C:\\WATTSUN5\\COPOND02.WS HOUSE ID: Plan #1783 Infiltration Standard Air Sealing ACH-0.350 13837ft3 ( 88.6) Proposed UA 371 Struc Mass Light Frame, Sheetrock walls M— 3.000 1730 5190 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: Trane Model : TDE060A936K/ System Efficiency: 80 % Modified Efficiency: 63 % Design ACH: 0.60 Design Load(at 46F dt) : 24737 Btu/hr Duct Losses(% Dsn Load) : 5916 Btu/hr(24%) Total Load: 30654 Btu/hr System Size(Output) : 46000 Btu/hr (150%) Average Annual Heat: 58 MBtu Annual Cost: $ 300 Ventilation System: Integrated w/Forced Air Furnace Cooling System: NONE SEER: 0.0 (Ducted) Cooling Load(at —3F dt) : 8tu/hr System Size(%Over) : tons(@125%) Annual Cool Requirement: kWh/yr Solar Access: Partially Shaded PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area SUPPLY Vented crawlspace R— 8.0 346.0 ft2 RETURN Attic or garage R— 8.0 69.2 ft2 Page 2 (-) % WATTSUN 5.5B 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 02/03/98 FILE: C:\\WATTSUNS\\COPOND02.WS HOUSE ID: Plan #1783 GLAZING ORIENTATION PROPOSED PROPOSED South 76.5ft2 North 76.5ft2 Southeast : Northwest : East 76.5 West 76.5 Northeast : Southwest : Eff S G1z: 5.6% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. C WATTSUN 5.5B COMPONENT CHECKLIST 02/03/98 FILE: C:\\WATTSUN5\\COPOND02.WS HOUSE ID: Plan #1783 Name: Irving Construction, Inc. Floor Area: 1730 ft2 Address: Lot 11, Copper Pond Heating Type: Gas Furnace Reference: 1991 WA State Energy Code FRAMING INSPECTION Approved plans: Are available onsite Wall framing: Net wall area: 1733 ft2 Standard framing with studs spaced 16" o.c. Structural panels: All structural sheathing is stamped "Exposure I" or "Exterior". Windows: (2G1 Vinyl 1/2" 269.0 ft2) (Marvin Stnd 2GL French Door 37.0 ft2) Windows are installed as shown on the approved plans. The rough opening around windows and doors is caulked/sealed. Exhaust fans, spot ventilation: Bathroom fans are Home Ventilating Institute—rated 50 CFM (minimum) . Kitchen fans are HVI—rated 100 CFM (minimum) . _ Fan ducting has minimal bends and terminates outside of the building. Whole house ventilation: The whole house ventilation fan supplies between: 85 and 120 CFM. Whole house ventilation: Integrated forced—air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced—air system, at a point within 4 feet upstream of the air handler, and be equipped with one of the following: — A motorized damper connected to the automatic venti— lation control as specified in Section 302.3.2; or — A damper installed and set to meet measured flow rates as specified in Table 3-2, by either field testing or following manufacturer's installation instructions based on site conditions; or — An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. INSULATION INSPECTION Page 1 • (-) < WATTSUN 5.5B COMPONENT CHECKLIST 02/03/98 FILE: C:\\WATTSUN5\\COPOND02.WS HOUSE ID: Plan #1783 Wall insulation: (R19 STD Lap Wood 1733.0 ft2) Insulation fills all exterior wall cavities. It is not compressed and is cut to fit around wires, pipes, and outlet boxes. Recessed fixtures in exterior walls have at least R-5 insulation behind them. Vaulted ceiling: (R19 batt Vault vented 2x10 24oc 1100.0 ft2) Insulation is installed to the manufacturer's recommended density and coverage without compression. Ducts: (Supply Ducts: Vented crawlspace R8 346.0 ft2) (Return Ducts: Attic or garage R8 69.2 ft2) All HVAC ducts installed outside the heated, habitable space are sealed at joints, corners, and boots, and insulated to the specified value. Vapor Retarder: 1.0 perm or less vapor retarder (e.g. poly, kraft paper, perm rated paint) is installed on the warm side of insulation in floors and walls. Vapor Retarder: A 1.0 perm vapor barrier is installed on all ceilings with less than 12 clearance above the insulation. A 1.0 perm vapor barrier is installed on all vaulted ceilings. Air Sealing: Any recessed light fixtures in the thermal envelope are: [ ] Certified under ASTM E-283 and labeled showing compliance, OR [ ] Sealed around the exterior to be air tight. FINAL INSPECTION Crawl space moisture barrier: A six mil black polyethelene ground cover is installed on crawlspace floor. Crawlspace ventilation: At least 3.4 Ft2 of net free ventilation is provided in the vented crawlspace. Floor Insulation: (R19 vented Joist I6oc 1008.0 ft2) Insulation is supported in a permanent manner without compression. Pipe insulation: Page 2 (-) WATTSUN 5.5B COMPONENT CHECKLIST 02/03/98 FILE: C:\\WATTSUN5\\COPOND02.WS HOUSE ID: Plan #1783 All water pipes in unheated spaces are insulated to at least R-3. Hot water: Electric water heater labeled as meeting ASHRAE Standard 90A-1980 or 1987 NAECA. Tank has R-10 non—compressible pad underneath if located over slab or in unconditioned space. _ Doors: (Metal R-5 base case 20.0 ft2) (Wood 1-3/4" solid panel 20.0 ft2) Weatherstripping, threshhold, and doorsweep are properly adjusted and seal well . Heating system: Trane TDE060A936K Heating System Size: The heating system does not exceed: 45981 BTUs. Ductwork All ductwork joints are sealed with mastic, permanent tape, or other material approved by building official . _ Ductwork joints are mechanically fastened. Each cylindrical duct joint is fastened with a minimum of three connectors. Plumbing _ Non—recirculating water pipes outside heated space are insulated to at least R-3. _ Hydronic space heating pipes are insulated to at least R-4. Exhaust fans, spot ventilation Bathroom fans are Home Ventilating Institute—rated 50 CFM (minimum) . Kitchen fans are HVI—rated 100 CFM (minimum) . _ Fan ducting has minimal bends and terminates outside of the building. _ Whole House Fan Size: The whole house ventilation fan system provides at least: [ ] 75 CFM measured capacity, OR [ ] 85 CFM measured capacity, OR [ ] 100 CFM installed capacity [ ] The whole house ventilation fan is remotely located outside of the thermal envelope, OR [ ] If surface—mounted, the whole house ventilation fan has a 1.5 sone rating. The fan is mounted to rduce noise. The automatic control is set to provide ventilation for a minimum of 8 hours each day. Make—up Air Page 3 n 0 WATTSUN 5.58 COMPONENT CHECKLIST 02/03/98 FILE: C:\\WATTSUN5\\COPOND02.WS HOUSE ID: Plan #1783 The outdoor intake duct is equipped with a damper that limits flow to 120.0 CFM under normal operating conditions. _ Exhaust Duct Insulation: _ All exhaust ducts extending more than two feet beyond insulation are insulated to R4. _ Maximum duct length for 4" duct is 25' ; for 5" duct is 35' ; and for 6" duct is 50' . Exhaust ducts terminate outside of the residence in a_ fitting with a net free area not less than the cross sectional area of the duct. Controls & Operation: _ Intermittently—operating, whole—house exhaust fans shall have both automatic and manual controls. Automatic controls shall include a time clock or cycle timers with a minimum of two on—periods per day. _ Automatic controls shall be set to provide at least 8 hours of mechanical ventilation per day. _ All gas or oil combustion appliances (except stoves and clothes dryer) have outside combustion air ducted directly to the appliance. _ All stoves have an exhaust fan directly over them. _ All combustion exhausts are separated by minimum 3' vertically or 10' horizontally. — Homeowner has been given indoor air quality and monitoring information. Radon monitor: Radon monitor supplied to residents. Page 4 UJ WATTSUN 5.5B JOB COMMUNICATION AND INSPECTION LOG 02/03/98 FILE: C:\\WATTSUNS\\COPOND02.WS HOUSE ID: Plan #1783 Site Address: Lot 11, Copper Pond Phone: ( ) — City, St, Zip: Anacortes, WA 98221 Builder: Scott Irving Phone: (360)293-6354 Owner: Irving Construction, Inc. Phone: (360)293-6354 Inspector: Don Measamer Subcontractor: Phone: Subcontractor: Phone: Subcontractor: Phone: Date Contact Comments - (`- ., .',mplete TJ-X /�'^ N ranang p an Inc u as thu Truu (ass S 1 r� a P I.+.__—it• 4^4--4-44. :' 4 17' s.---- __---44,44—4'•-I.. 11 :.. 4 4.. I J i 12r.V., N P 4; - II { I 1 it C� ,_ /. _. .2A1 � 4 Ai . . ..i M1 Pc( ri1 4at ��.. ....r-.�..t I ��JJJ A/ ,26"JD I 1 1 1 I.y�_y, �._..�_¢.. Z, �. del.y,.__..._..__..._._.w..,..;6,.._..............._....-. ._...-.r.. ^ I {'Tk.t k7 +..)0,44 cat— J 16 r 4 A . tHST444. 1% r 4�iL. OSc.c*t,.C. a +'S+ne Liri.tr 'klaA.c Arita-. P. 4d'r-l: Id.4K.r/ Sc'. Sd,• cri fie Grr✓ +re ,v+L 4. � P� L. f'�+ r'14.,A..,rl+: 11 7 7 . I44114 .4 LK 4 ,U,4,cit, r.4w:.r tit T,. 73.4 ua(6R RL.arj^ 4 M,L,14 tit Wrtd AA l t., 4 !d A[. 4:0,44 G row cJi04 r #'41*sty I 2'r44 pc,. t,t, 1 ;;,Xpte A complete TJ-Xpert framing plan includes the This Joist MacMillan Framing Information form #6200 and/or Builder's Guide i l_',i `� ,' �S AND BEAM LIST . r - - Plot Unit A of Net ID Length Product Qty Plies Qty J4 25' 9 1/2" TJI/25DF Joist 12 1 12 J1 20' 9 1/2" TJI/25DF joist 9 2 18 2 18' 9 I/2" TJI/25DF Joist 5 1 5 J6 18' 9 1/2" TJI/25DF Joist 5 2 10 2 N j -CRP 0 fa- J3 14' 9 1/2" TJI/25DF joist 8 1 8 J5 8' 9 1/2" TJI/25DF joist 1 2 2 S"! 6' 9 1/2" TJI/25DF loist 1 2 2 JB 1' 9 1/2" TJI/25DF foist 1 2 2 i - 42 M1 20' - x 9 1/2" 2.0E WS Parallam PSL 1 1 1 8' 4"--10.', 2' I".1 17' 8" ►L _4'__ ACCESSORIES LIST Plot Unit k of Net ID Length Product Qty Plies Qty ' 1'2.." E1 Pcl 20' 9 1/2" TJI/25DF Joist i A — - — - mb- - Pc2 8' 1 1/4" x 9 1/2" 1.0E TrerStrand LSL 2 1 1 Rm1 34' 1 1/4" n 9 1/2" 1.3E TamberStrand LSL Rim 1 1 1 ` W __ _� _J __ _� __ r Ccl 18' 1 1/4" x 9 1/2" 1.2E TrmberStrand LSL Cantilever Closure 1 1 1 Eb 5' 4.75" 9 1/2" TJI/25DF Blocking Panels 1 1 1 Bk3 1' 2 2`" 9 1/2" TJI/25DF Blocking Panels 30 1 30 I ' Bk1 1' .5" 9 1/2" TJI/25DF Bloc:ino Panels 3 1 3 n' 8" Bk2 10.25" 9 1/2" TJI/25DF Blocking Panels 2 1 2 I 4" 2l ' Tilt 4" J2 J2 I `--`cr--v n n 12 o.c. ' 17. T 1 , ' m m This layout and the associatedme1eriets IS lir ;k - has been prepared based on Orofect plans =-�I i Y and/or niformation provided to i ' ——1 A Weyerhaeuser Company.h remains the j'� j responsibility of the Jumper dealer,budded, CREATED BY I [„ `v ,,, architect.designer.or other responsible WE'YERHAEUSER. CSC ja - persons to review this information to assure 1401 S. 229TE that it:s aperonnate.accurate ana camolete. h1:NT WA 9E032 206-F54-3550 Pc1 1 ' FAX. 206-e59-159J tb 8 is Al ] Al - JOB C01S4EIITS u 1 A-I _k'1 I J�J \ 1 �� /�' I!!, TI0h9 {�`�l v1.25/\1.25% SYGEND - �I 1 I ./A- LEVEL NOTES zG" TJI Joist Type I I File Name: A3992.J0B M Rectangular P[o,uct Type Level Name UPPER _ _ Bearing Wall l M1 t ' Plot Date: 2/26/97 15:51 Bean ^ _ _ _ _ _ _ or_ 1 _ _ < Design Date: 2/26/97 15:50 2 Column ICB01 Drawing Scale: 1/8" = 1' Job Status: Pc Parallel Closure Type Founoetion...Foundation Cc Cantilever Closure Type MAIN Input UPPEP..... Plotted BB Blocking Type 2/26/97 LSO Eb E.:tra Blocking NOTE: Level oes_cn times andicatee acove (Lineal hoard length for panels provide assurance for proper level different from the J.C. spacing) stacking. Uccer levels must have earlier Pm Rim Type design times. - Floor Area Loao_nu Is: Point Load I 40 psi Live Luau Line luau 12Lag Y " —I 2 R� �0 psf Dead Maximum Joist Deflection: Area Load L/480 Live Loa, /Th Detail Callout Lapel L/240 Total :.gag See TJ-!cert Framing _nfornat inn form I Glueo & llailen 0eOano is Assume, 46200 ono'or Builder's Guise, j Normal O.r _ _icg _c � Sear_ng Wicth Lace♦ Default 'Wall)/�Pear 'Wictn: 5.5"" r-d- Joist Layout Sintocl Standard aim: cmi' Standaro Blocking: 84:3' Standard Cantilever Closure- Cr_ TRUS JOIST MACMILLAN i TJ-!pert 5.11 (s593) I 'Unless noted otn=_rwise j FOR THE TJ-XPERT WARRANTY SEE FORM #6200 AND/OR BUILDER'S GUIDE , -Xpat A complete TJ-Xpert framing plan includes the Trus Joist MacMillan Framing Information form #6200 and/or Builder's Guide _ �I �� I J t _--.-.' JOIST AND BEAM LIST • v ' -s 1 1 `W Plot Uni ; es ONet ty ID Length Pxoacet Qt_ Plies Qty JS 42' 9 1/2" TSI/Pra 101st 1 1 /` J1 40' 9 1/2" TSI/Pro joist 1 6 S 1 r.} S6 39' 9 1/2" TJI/Pra toast 1 1 8' 9 1/2" TJI/Pro joist 1 4 J2 30' 9 1/2" TJI/Pro hoist 1 J3 28' 9 1/2" TJI/Pra )Dist 1 4 J8 22' 9 1/2" TJI/Pro `oast 1 2 J9 14' 9 1/2" TJI/Pro joist 1 8 J10 12' 9 1/2" TJI/Pro joist 1 J4 11' 9 1/2" TJI/Pro joist 1 1 M2 20' 3 1/2" : 9 1/2" 2.0E WS Parallam PSL 1 1 141 9' 3 1/2" a 9 1/2" 2.0E WS Parallam PSL 1 1 Pc2 ..y J4 A3I\ Pc3 ACCESSORIES LIST "1.25 �/ \ / \ / \ Plot Una[ q of Net ( CS ) < CS ) ( CS ) CS , I IC Length Pxoauct Q[y Plies Qty 13 Pc3 18' 1 1/4" x 9 1/2" 1.7E TimneStrand LSL 1 1 1 / J9 "i Pc4 16' 1 1/4" x 9 1/2" 1.3E TimoerStrand LSL 1 1 1 1.25" Pc6 14' 1 1/4" a 9 1/2" 1.3E TimperStrand LSL Pcl 1.23 — - — - — Pc2 11' 1 1/4" a 9 1/2" 1.7E TvweStrantl LSL 1 1 1 1 1 f . _ _ - _ 1.25" S2 1 Pc5 6Poi 0' 1 1/4" S 9 1/2" 1.3E TimberStrand LSL 1 1 1Y/ J1 Ccl 58' 1 1/4" a a 1/2" 1.3E Tanper5trand LSL Ram 1 1 1 JS Cci 16' 1 1/4" t 9 1/2" 3E TierStrand LSL Cantilever Closure 1 1 1 1 1 1 J1—0 _ _ ,w J9 Ekl 1' 2.5563 f, 9 1/2" TJI/Prn Blockinc Panels 12 1 12 M1_ -Jr r1 0 1�`�\ i75\ 1 cg — _ JOB COMMENTSIli CREATED BY IETSRHAEUSEP.CSC • '6S. 223TR IRVING CONSTRUCTION 7401 WA 9803 Pc4 LAN 4 1783-AKENT ;o/A3A3992 206-854-3550 r: : 206-P59-_1 0 I \ ) I /, A • I Pc5 _ LEVEL /TOTE_S LEGEND SYMBOL L m A37 File Name A3992.JOB J TJI Joist Type \1.25" ' \ Level Name: MAIN PectangularWProduct Type mrm Bearing Wall l - — - - — Design Date: 3/20/97 10:33 Pc6 Drawing Scale: 1/5" - — Beam i - Jac Status: S Column (CEO) 2ountlacon...Fauntla con Pc Parallel Closure Tape MAIN._ .....Plotted 3/20/97 10:33 Cc Cantilever Closure Type UPPER..... ..Plotted 2/26/97 15 0 Bk Blockim Type Lb E.tra Blocxang NOTE Level oesagn times Ina:mated above fcr tofro lthe[h panels stovID' Urcerce for pLustr level different from the O.C. spacing) stacking. boar levels 'just have Sealer aesign gimes. Rm Rim Type Floor Area Loa:Inc Is' (' Point Load 40 osf Live Load I 12 psf Mao Loao I Line Load This layout and the associated materials list P.EOOIPEC SEARING LENGTHS Maximum joist Deflection: has been prepared based on project plane Beat:no L/240 T_ta Lao _ Area Load L/1)I240 mleo Loao Detail rollout Lapel Warning Label Length (SeeFraming information [cr1 and/or information provided to S.ueo ; tlaieg Cac,mq [s >ssumeg 00Tand,brr 9 Framing s nf_oe; Weyerhaeuser Company.It remains the 0 M1 1163( 1,7?" Normal O.C. Spacing " 16 1 N2 (167) 5.06" responsibility of the lumber dealer,builder, O __tauit Wail Seam Nio:c: ;.; L� Bearing Wicth Easel I architect deli Ter,mother resoonsibla fi 4-0- Joist Layout Simon ersons to review this information to assure Headers roc listed recuire P Stanoaro Pei r,:rig: 31 1' O Wall +,eager / Searing Width earning that it appropriate,accurate and complete. 1.5^ a tear:-? length. Ca : r r banger a:__:lee. _ se:e: Ccl' Support ',moths orov ee „-;per[ 9... -5593) aoeouate bearing tot ' prcaucts not _:steed. "Unless notea umerwice TRUS JOIST MACMILLAN FOR THE TJ-XPERT WARRANTY 1 I SEE FORM #6200 AND/OR BUILDER'S GUIDE TYPICAL SITE IMPROVEMENT & DRAINAGE PLAN LOTS 40 & 41 IN COPPER POND PROJECT # 98003 & CITY OF ANACORTES, WASHINGTON 98004 DATE - 02-04-98 PREPARED BY SCHEMMER ENGINEERING INC. FOR I.C.C. J/ �/ ;11) / of J 9 \./ FIRE HYD 0 NE COR LOT 3 st 336.1s —sd— stonndran 2 9 i3]6.69 7m42 —_— footing drain ine /Sw.az �s3o.,� Sx.n -- — watroof drat —ss— san sewer � roof dram y o storm drain �-- Fond coot x6 FIRE HYD NW 348 exist elev 4 CM/ Eeiev /� FEB 0 4 COR LOT 45 / ' / \ �g g$ ttuu.unvG DEPT v ,C—.*/ �ss,r rar: _ / LOFT HOUSE f ) 7 tris ` FIN FL ELEVn / 33„ ,,,. „it ' / r a son ao #. leP M1 339.,7 IS' SIDEI•IRD Ali sup, 3Y 4e( 3� �� 3,z.,z 34 s . • 33e.e �� SCALE 34a -se \ 3<,.,� n 1 = 20 ___,.... r 3R.9 Styli: \ \ 2 STORY \,./ FIRST FLOOR ELEV }tin ,tx 345 tt -- 3 -------: NN___ N „,... '\,, 14 / m ` ge \ \ � ` 111 4 � 4Q. / O 344 .27 V \ / \_____, 7.77 345.47 - - - - - - - - -/ - � - - - - — �ssir \fir � 1 V ,----34F _ TYPICAL SITE IMPROVEMENT & DRAINAGE PLAN LOTS 40 & 41 IN COPPER POND 33.,3 copP� 2 POND PROJECT # 98003 & CITY OF ANACORTES, WASHINGTON 98004 DATE - 02-04-98 PREPARED BY SCHEMMER ENGINEERING INC. FOR I.C.C. - i 9\11 ( ap cLG4'l (c ,v 4i RECEIVED / 0 / 3 9 FEB 2 5 1998e10 r yl ENGINEERING ARE HYD 0 NE COR LOT 3 +� „ "• 'NO -ad— aamda, 733" 7331.42 17 77 —W— w.SIY,a , 2 9 i , 71717 ` ,ate-- . c ,-- mi o_ if 1 ---•---- prop ant a alone chin/ 348 airs FIRE HYD NW i/ / elsv ® dal design In COR LOT 45 \ 1 44/ I • i. ua,r LOFT HOUSE V i Z • /. /1 FIN FL ELEV t�j / 4 ) I �f ` / / 1- W a. 77a.474 / t8 aaEW10 !in\ �\ -} e , \ �� 9 \ X 0j SCALE in/ i \ °° 1° = 20' .�yl. 4t%\4 / \ r� Vf 1 I Li S 2STORY PIN k . pelt d \7�' r FIRST FLOOR ELEV II'' 345 N I. ! 3------- -1----34eN Ng: 1 , \ kk \ 10 vw 3 ----Aire ) C\ \ V __ �, ;_ / Q `' I ____ h / 7.77 A.- 7 T • N - - - -/ a a - - - - / tkr 3 ,D1 \0) lir 3n 1 - .r CP r-- _