Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 3607 Michelle Lane
Site Address: 36757 /3G009 MieAe/ie Jan to Lot Block: Addition: Permit No. Date Description of Permit Warn, read ?,yap. Ghpe4Ii / (0. ) /c/0/95 kir f 4/len 6/ (t Plan CkeE re/et-wide ghee 5/56/95 edema y dock (om i/ande C� nt- rh r5o nntts BIeiG5-eA25 10/31/95 Bids Permm'- &ct qs - 0 q2s 10/s 1 J 95 31d . Perm it� BidG-lo -oon !la6/940 _Stole Parma Par 1- Oomg5 - 02262 /2/13/95 eombina?%oh Perm`' ('®m95 -0224, 8//y/Qle CioAt`C'ea r caex nec/(10 a o CITY OF ANACORTES WASHINGTON sc BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): '! New Multi—Family Residence Located At: 3609 Michelle Lane Units A AB STREET&NUMBER Owner: Pacific Ridge Constructed By: OWNER OR CONTRACTOR Bldg.Permit 11COM95-0226 Date Of Issue: 3'6'95 Occ.Group: Use Zone: RAA Has Been Inspected And Occupancy Is Hereby Authorized, This 14th Day Of August 19 96 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. y U 0 Y o CITY OF ANACORTES WASHINGTON � . ayc BUILDING DEPARTMENT ockr `; CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): {I New Multi—Family Residence 99 3607 Michelle Lane Units ALB Located At: _ ji STREET&NUMBER Owner: Pacific Ridge iI= Constructed By: Owner I OWNER OR CONTRACTOR Bldg.Permit it COM95-0226 Date Of Issue: 57$-95 Oco.Group: R3 Use Zdne:':, Ja.4A Has Been Inspected And Occupancy Is Hereby Authorized, This 14th Day Of August 19 96 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. , COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M95-0226 P.O. BOX 547 APPLIED: 12/13/95 ANACORTES, WA 98221 ISSUED: 05/06/96 (206) 293-1901 EXPIRES: 05/06/97 SITE ADDRESS: 3607/3609 MICHELLE LN ASSESSOR'S PARCEL NO. : 3800-029-020-0001 PROJECT DESCRIPTION: New 4-plea — OWNER — CONTRACTOR — LENDER PACIFIC RIDGE ALLEN CONSTRUCTION P.O. BOX 817 P.O. BOX 817 ANACORTES WA 98221 ANACORTES NA 98221 293-7754 299-9070 ALLENC*108JL — FEES TYPE OF WORK -NEW AREA (sf) VALU...B: 248220 Code Amount---- By- Date---- Receipt TYPE OF USE •MF LOT 0 REQUIRED SETBACKS---- ESPL $ -100.00 MD 05/06/96 5368 CENSUS CATEGORY •104 1ST FLR • 2444 FRONT • 0 ft PRMT $ 805.50 MD 05/06/96 5348 ZONING 2ND FLR • 2444 SIDE(1)..: 0 ft PMEC $ 166.00 MO 05/06/96 5348 :R4A BASEMENT • 0 SIDE(2)..: 0 ft PPLM $ 279.00 MD 05/06/96 5348 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR • 0 ft STBC $ 4.50 MD 05/06/96 5348 :R3 :? :? :? OTHER • 0 REQUIRED PARKING-- SEWR S 10531.20 MD 05/06/96 5348 TYPE OF CONSTRUCTION TOTAL • 0 IMPT $ 928.00 MD 05/06/96 5348 :5N :? :? :? : NUMBER OF UNITS • 4 ACCESSIBLE.: 0 INSP $ 200.00 MD 05/06/96 5348 OCCUPANT LOAD STORIES • 2 COMPACT • 0 PLCK $ 83.78 MD 05/06/96 5348 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft WRY SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 0 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 12897.98 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 4 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 4 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 4 VENT FANS • 4 AIR HANDLING UNITS-- FIRE LOG/LITE..: 4 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES - 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 4 HOODS - 4 WATER CLOSETS...: 8 WASHING MACHINES: FLOOR DRAINS • 0 BATH TUBS • 8 ELEC WTR HEATERS: WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: HOSE BIBBS • 1 DISHWASHERS • 4 URINALS GREASE TRAPS • 0 i LAVATORIES • 8 WASTE INTERCEPT.: ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 4 DRINKING FOUNT..: 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. rfli(Aatce an,471 _4N-- Issued by Applicant or Owner Signature 24 Hour Notice Required For All Inspections 1 comprmt, Rev: 11/04/93 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD96-0028 P.O. BOX 547 APPLIED: 01/26/96 ANACORTES, WA 98221 ISSUED: 03/01/96 (206) 293-1901 EXPIRES: 03/01/97 SITE ADDRESS: 3607/3609 MICHELLE LN ASSESSOR'S PARCEL NO. : 3800-029-020-0001 PROJECT DESCRIPTION: New caport — OWNER — CONTRACTOR — LENDER PACIFIC RIDGE ALLEN CONSTRUCTION P.O. BOX 817 P.O. BOX 817 ANACORTES WA 98221 ANACORTES WA 98221 293-7754 299-9070 ALLENC*108JL TYPE OF WORK *ADD AREA (sf) VALU. . . $: 4800 TYPE OF USE *MP LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :R4H BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :? :? •7 OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :5N : 7 : 7 :? 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 PLC1C $ 32.83 MD 03/01/96 5066 PRMT $ 50.50 MD 03/01/96 5066 STBC $ 4.50 MD 03/01/96 5066 ESPL $ -50.00 MD 03/01/96 5066 TOTAL $ 37.83 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with atl ordinances and laws regulating activities covered by this permit. el Issued by App)4 n - or r s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD95-0426 P.O. BOX 547 APPLIED: 10/31/95 ANACORTES, WA 98221 ISSUED: 11/02/95 (206) 293-1901 EXPIRES: 11/02/96 SITE ADDRESS: 3607 MICHELLE LN ASSESSOR'S PARCEL NO. : 3800-029-020-0001 PROJECT DESCRIPTION: Foundation only - two unit condo — OWNER — CONTRACTOR — LENDER PACIFIC RIDGE ALLEN CONSTRUCTION P.O. BOX 817 P.O. BOX 817 ANACORTES WA 98221 ANACORTES WA 98221 293-7754 299-9070 ALLENC*108JL TYPE OF WORK NEW AREA (sf) VALU. . . $: 4000 TYPE OF USE •MF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 104 1ST FLR • 2250 FRONT • 0 ft ZONING 2ND FLR • 2250 SIDE ▪ 0 ft :R4A BASEMENT • 0 REAR ▪ 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :7 :7 : 7 OTHER • 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :SN :? :? : ? NUMBER OF UNITS • 2 COMPACT • 0 OCCUPANT LOAD STORIES • 2 IMPRV SURF. : 0 sf 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCK $ 28.93 MD 11/02/95 4662 PRMT $ 44.50 MD 11/02/95 4662 STBC $ 4.50 MD 11/02/95 4662 TOTAL $ 77.93 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. I l.(f.hQ.le(i 0-CGel-7N1 -.25_-_, Issued by Applicant or Owner's S ' nature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 /11 Y G4$ RNACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O.BOX 547,RNACORTES,WA 98221 • (360)293-1901 - FAX (360)293-1938 IAN MUNCE,FRANK, ECTOR 9 EDWINBUILDING OFFICIAL CO3 r 20 October 1995 IAA'Allen Construction PO Box 817 Anacortes WA 98221 RE; Pacific Ridge Apts. --B Units: ad— d l) Specify which building (A or B) in relationship to the site plan. et— ''2) Provide a separate floor plan for the county assessors office. -dr 43) Call out all post and pad spacing for the floor joist girder beams. 4) Page 4 general notes refer to the 1986 UBC at several points. Lumber Fb's do not a L "correspond to current codes. Simpson catalog 90-H has been replaced by an updated 0 '95 catalog. Review general notes and address to the 1994 UBC. i7 5) Show how girder beam posts will be connected to pier pads. UBC Sect. 1603.3.5 1994. 6) foundation anchor bolt spacing should be noted to the foundation plan and wall cross (j117),The front and rear walls do not meet the prescriptive brace requirements of Section 9` 2326.11.3 requiring a 4ft brace panel at the corner of each wall. justify design by engineering. 4.) 8) Where the basic wind speed does not exceed 80 mph., buildings shall be provided with tin exterior and interior braced wall lines. Spacing shall not exceed 34ft on center in both longitudinal and transverse directions in each story. The front and rear walls do not show transverse interior bracing with maximum spacing of 34 ft. Justify design. v' \J 9) The second floor kitchen window appears to fall within 5ft of the stair landing and may require safety glazing. 1994 UBC Sect. 2406.4,No. 10. t''10)Call out joist spacing at the rear of the second floor. 0'11)The typical cross sections on sheet 5 show LPI first floor joists, the foundation and first floor framing plan calls out 2x6 joists. Cross sections shall correspond with actual construction proposed. el2)Solid blocking shall be provided between all floor joists at bearing points. 1994 UBC 13)Sect. 2326.8.3. Note to plans. C 14)The 1hr. fire resistive wall and floor ceiling assembly shown on sheet 1 does not specifically address the proposed design shown an the elevation details sheet 5. _Provide specific listings for proposed 1 hr. fire restive walls and floor ceiling assembly. 6? 15)Page 5 detail C shows a party wall detail lacking a rim joist or blocking, a complete separation between units is required. 0I,16}Show how trusses will be anchored to prevent uplift. Chapter 16 1994 UBC. 17)Show blocking between trusses to prevent overturning. 1994 UBC, Chapter 23 show attic venting 1994 UBC Sect. 1505.3, show attic access Sect. 1505.1 Cfriii-Address to plans exterior weather protection and interior vapor barrier WSEC, 1994 UBC, Sect. 1402 o' 19)Complete WSEC checklist to show manufacturer of windows and doors, to include V values. Q 20)Maximum dryer exhaust duct length shall not exceed 14 ft. UMC Sec. 504.3.2. 21)Group R Div 1 apartment buildings of more than 3 units require compliance with WAC 51-30 Section 1103.1.8.2. All ground floor units shall be accessible. Table No. 11-B requires 2 Type A units, all other ground floor units shall be Type B units. The drawings submitted do not reflect accessible design for either Type A or B units. Designate units to site plan and provide designs. L2�)Show gutter tightline on wall sections. -/23)The stair detail on sheet 2 needs to show stair width, handrail extensions at the top and bottom, and the stringer material. 1994 UBC Sect. 1006, WAC 51-30 Sect. 1006.0. Don Measamer Building Inspector WAT-T TIN 5, 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 1 0/23/95 M1FILE; Cc\ \WATTSUNS\\ALL_ENFOR,WS HOUSE Iil; Type R 4-Plex Site; it Ave_ & 36th St, Analyst ; M,H, Shuttleswnrth Anarnrtac _ WA 9R271 Jiiricdirtinn; City nf Anarnrtec ( 1 - Utility: Puget Power Homeowner: Tnm Allen Hausa Tyne: Multi -family P .n. Rnx 817 Floor Area : 4R87 ft2 (160)291-7754 Builder; Allen Cnnst , Weather hata; Whidbey Tsland, WA P,n, Rnx R17 Climate 7nne; 1 (360)293-7754 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code REFERENCE PROPOSED COMPONENT PERFORMANCE 633 630 Rtu/hr-F I ENERGY BUDGET 1 . 69 1 5R kWh/ft2-vr REFERENCE DESIGN _Reference Component Value X Area = HA Floor iT-0,029 2443 70_ $ Glazing @15% H-0,400 733,0 291,2 Doors 11-0,200 79.9 l6_ 0 AG Wall iT-0 058 3063 177. 7 Ceiling, Attic 17-0.031 2443 75. 7 Infiltration ACM-0 .350 14661ft3( 93 , 9) Reference HA 611 PROPOSER DESIGN COMPONENTS Component Description Value X Area = UA Floor Rl9 vented Jnict 16nr it-0 ,04l 2443 100,2 Glazing @14% **Tnsiilate Ind Moil 3000 2G1 Vinyl InE N-0, 3110 66R, 0 253, E Doors **Metal Peach Tree A300 Insulated H-n=n80 79 : 9 6 , 4 AG Wail R19 STD Lap Wnnd U-0,062 312E 191,9 Ceiling R38 blown Attic STD baffled H-0 ,031 2443 75 , 7 Infiltration Standard Air Sealing ACH-0350 l46 1ft3 ( 93,9) Proposed HA 630 items in parentheses not included in COMPONENT rr.nrrurcMANCE Ontals, ** llannteR^nnn-standard valiiac - rhark ral rnlatinn nf thermal values. Pages 1 WATT&STTN 5_ 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 10/21/9S ✓ - FTL.E; C; \,\WATTSUNS\,\ALLENFOR_WS HOUSE TD; Type R 4-Plex Struc Mass Light Frame, Sheetrock walls M- 3.000 4887 14661 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type; Electric: Zoned System Efficiency: 100 Modified Efficiency: 100 % Design Act!: 0. 60 Tlnsign Lnad(at 46F dt) : 463RR Rtu/hr Total Load: 36388 Btu/hr System Size: 16.0 kW (150%) Average Annual Heat ; 11196 kWh Annual Cost: $ 616 Ventilation System; Tntegrated Spot Whole Hniica rnoling Systeme NONE SF.F.R: 0 _0 (ilnrincted) Cooling Lnad(at -7F dt) ; Rtii/hr System Size(anver) : tnnc(0125%) Annual Cool Requirement; kWh/yr Solar Arress: Unshaded w/solar acr_ess GLAZING ORIENTATION PROPOSED PROPOSED South . 54. 0ft2 North 54. 0ft2 Southeast : Northwest ; East 344. 0 West 216. 0 Northeast ; Southwest ; 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. Page 2 PAA iar;4 i 79E Fr;Xi%-e,A LAW, C, !tc s„4,< 9,w, c;, HOSE M./AM 4, a9 PFR w j 4 s3LDG `a'a l 4, u ;�S BLDG, 3 c)4, u BLDG, Lr Liu T $ II WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/25/95 FILE: C:\\WATTSUN5\\ALLENFOU.WS HOUSE ID: Type A 4-plex, Bldg.#1 Site: D Ave. & 36th St. , Analyst: M.H. Shuttlesworth Anacortes, WA 98221 Jurisdiction: City of Anacortes ( ) - Utility: Puget Power Homeowner: Tom Allen House Type: Multi-family P.O. Box 817 Floor Area: 4512 ft2 I (360)293--7754 Builder: Allen Const. Weather Dat-a: -Whidbey Island, WA P.O. Box 817 Climate Zone: 1 (360)293-7754 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. REFERENCE PROPOSED { ' COMPONENT PERFORMANCE 578 565 Btu/hr-F ENERGY BUDGET 1 .52 1 .51 kWh/ft2-yr { REFERENCE DESIGN Reference Component Value X Area = UA Floor U-0.029 2256 65.4 Glazing @15% U-0.400 676.8 270 . 7 Doors U-0.200 79 . 9 16.0 AGWall U-0 .058 2682 1 .6 Ceiling, Attic U-0.031 2256 6§.9 Infiltration ACH-0 . 350 13536ft3( 86. 7) Reference UA 578 PROPOSED DESIGN -COMPONENTS Comr...,.t.st Description Value X Area = UA - Floor - - P19 vented Joist 15oc LT-0 041 2256 92.5 Glazing @1196 2G1 Vinyl 1/2" w/low-E U-0.410 516 .0 211 .5 Doors Metal R-5 base case U-0. 190 79 .9 15.2 AG Wall R19 STD Lap Wood U-0.062 2843 176.3 Ceiling R38 blown Attic STD baffled U-0 .031 2256 69. 9 Infiltration Standard Air Sealing ACH-0 .350 13536ft3 ( 86. 7) Proposed UA 565 Struc Mass Light Frame, Sheetrock walls M- 3.000 4512 13536 I Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/25/95 FILE: C: \\WATTSUNS\\ALLENFOU.WS HOUSE ID: Type A 4-plex, Bldg. #1 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 Design ACH: 0. 60 Design Load(at 46F dt) : 32847 Btu/hr Total Load: 32847 Btu/hr System Size: 14.5 kW (150%) Average Annual Heat: 9879 kWh Annual Cost: $ 543 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at -7F dt) : Btu/hr System Size(%Over) : tons(@125%) Annual Cool Requirement: kWh/yr Solar Access: Unshaded w/solar access GLAZING ORIENTATION PROPOSED PROPOSED South 32.0ft2 North 32 .Oft2 Southeast : Northwest East 284.0 West 168.0 Northeast : Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depend ing on weather conditions, occupant lifestyle and other factors. Page 2 144ATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/25/95 FILE: C:\\WATTSUNS\\ALLENFOU.WS HOUSE ID: Type A 4-plex Bldg. 2 Site: D Ave. & 36th St. , Analyst: M.H. Shuttlesworth Anacortes, WA 98221 Jurisdiction: City of Anacortes ( ) - Utility: Puget Power Homeowner: Tom Allen House Type: Multi-family P.O. Box 817 Floor Area: 4512 ft2 (360)293=7754 Builder: Allen Const. Weather Data: Whidbey Island, WA P.O. Box 817 Climate Zone: 1 (360)293-7754 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 578 565 Btu/hr=F ENERGY BUDGET 1 .52 1 . 51 kWh/ft2-yr REFERENCE DESIGN Reference Component Value X Area = UA Floor U=0 .029 2256 65.4 Glazing @15% U=0.400 676.8 270 . 7 Doors U=0.200 79 .9 16. 0 AG Wall U-0.058 2682 155. 6 Ceiling, Attic U=0.031 2256 69.9 Infiltration ACH-0.350 13536ft3( 86. 7) Reference UA 578 I PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA Floor R19 vented Joist 16oc U=0 .041 2256- 92.5 Glazing @11% 2G1 Vinyl 1/2" w/low-E U=0 .410 516.0 211 . 6 Doors Metal R-5 base case U-0. 190 79 . 9 15.2 AG Wall R19 STD Lap Wood U-0.062 2843 176.3 Ceiling R38 blown Attic STD baffled U=0.031 2256 69 .9 Infiltration Standard Air Sealing ACH=0.350 13536ft3 ( 86. 7) Proposed UA 565 , Struc Mass Light Frame, Sheetrock walls M- 3.000 4512 13536 Items in parentheses not included in COMPONENT PERFORMANCE totals. I Page 1 I .WATfSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/25/95 FILE: C:\\WATTSUNS\\ALLENFOU.WS , HOUSE ID: Type A 4-plex, Bldg. #2 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.,60 Design Load(at 46F dt) : 32847 Btu/hr Total Load: 32847 Btu/hr System Size: 14.5 kW (150%) Average Annual Heat: 9$79 kWh Annual Cost: $ 543 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at -7F dt) : Btu/hr System Size(%Over) : tons(@125%) Annual Cool Requirement: kWh/yr Solar Access: Unshaded w/solar access GLAZING ORIENTATION PROPOSED PROPOSED South 32 .0ft2 North 32.0ft2 Southeast : Northwest : East 284. 0 West 168 . 0 Northeast : Southwest : 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. Page 2 ,WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT C:\\WATTSUN5\\ALLENFOU.WS HOUSE ID: Type A 4-pl(1775-- FILE: 3Site: D Ave. & 36th St. , Analyst: .M.H. Shuttlesworth � I Anacortes, WA 98221 Jurisdiction: City of Anacortes ( ) - Utility: Puget Power 1 Homeowner: Tom Allen House Type: Multi-family P.O. Box 817 Floor Area: 4512 ft2 (360)293-7754 Builder: Allen Const. Weather Data: Whidbey I ,and, WA P.O. Box 817 Climate Zone: 1 (360)293-7754 The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 578 565 Btu/hr-F ENERGY BUDGET 1 . 52 1 .51 kWh/ft2-yr I � REFERENCE DESIGN Reference Component Value X Area = UA Floor H-0.029 2256 65.4 I Glazing @15% H-0. 400 676.8 270. 7 Doors 04.200 79 .9 16.0 AG Wall Uat .058 26(33 155. 6 Ceiling, Attic .031 22 § 69.9 l Infiltration ACH-0. 350 135 t3( 86. 7) rReference UA 578 PROPOSED DESIGN COMPONENTS i I Component Description Value X Areal'= UA Floor R19 vented Joist 16oc U-O.Q41 2256 92.5 Glazing @11% 2G1 Vinyl 1/2" w/low-E U-0.410 516.0 211 .6 Doors Metal R-5 base case U-0. 190 79 .9 15.2 AG Wall R19 STD Lap Wood U-0 .062 2843 176. 3 Ceiling R38 blown Attic STD baffled U-0.031 2256 69.9 Infiltration Standard Air Sealing ACH-0.35b 13536ft3 ( 86.7) Proposed UA 565 Struc Mass Light Frame, Sheetrock walls M- 3.000 4512 13536 I Items in parentheses not included in COMPONENT PERFORMANCE totals. 1 Page 1 WaTrSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/25/95 FILE: C:\\WATTSUNS\\ALLENFOU.WS HOUSE ID: Type A 4-plex, Bldg. #3 HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0. 60 Design Load(at 46F dt) : 32847 Btu/hr Total Load: 32847 Btu/hr System Size: 14.5 kW (150%) Average Annual --Heat: 9879 kWh Annual Cost: $ 543 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0 .0 (Unducted) Cooling Load(at -7F dt) : Btu/hr System Size(%Over) : tons(@125%) Annual Cool Requirement: kWh/yr Solar Access: Unshaded w/solar access GLAZING ORIENTATION PROPOSED PROPOSED South 32.0ft2 North 32 . 0ft2 Southeast : Northwest : East 284 .0 West 168.0 Northeast : Southwest : 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. Page 2 r"WATTSPPN 5. 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 10/23/95 FILE: C:\ \WATTSUNS\\ALLENFOH.WS HOUSE ID: 4-Plex; Type A Site: D Ave. & 36th St, , Analyst: M.H. Shuttleswnrth Anarortes_ WA 98221 .lnrisdiction: City of Anacortes ( ) - Utility: Puget Power Homeowner: Tnm Allen House Type: Multi-family P.Q. Box B17 Floor Area: 4512 ft2 (360)293-7754 Builder: Allen Const, Weather Data: Whidbey Island, WA P.O. Box R17 Climate Zone: 1 (360)293-7754 1 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. I j REFERENCE PROPOSED I COMPONENT PERFORMANCE 567 475 Btu/hr-F I ENERGY BUDGET 1 .46 1 =1R kWh/ft2-yr I REFERENCE DESIGN Reference Component Value X Area = UA Floor U-0=029 2256 65.4 Glazing M15% U-0, 400 676.11 270, 7 Doors n-Qa2nn 79.9 1h.Q AG Wall PP-0 .05s 2507 145_4 Ceiling, Attic 11-0_031 2256 69. 9 Infiltration ACH-0.350 13536ft3( B6. 7) Reference uA 567 PROPOSED DESIGN COMPONENTS Component Description Value X Area = CPA Floor R19 vented 3nist lhnc u-0,041 2256 92 .5 I Glazing RS **Insulate Ind.Mod '3000 2G1 Vinyl LnE T_P-0.3R0 341 =0 129, 6 Doors **Metal Peach Tree A300 Insulated a-0 . 080 79.9 h.4 AG Wall R19 STD Lap Wood U-0_062 2R43 175=3 Ceiling R3R blown Attic STD baffled D-g.o31 2256 69=9 Infiltration Standard Air Sealing ACR_-0_150 13536ft3 ( 86,7) r Proposed UA 475 l Items in parentheses not included in COMPONENT PERFORMANCE totals, ** Denotes non-standard values - check calculation of thermal value. Page 1 i ✓-WATTRHN 5. 4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 10/23/95 FILE: C:\\WATTSDN5\\ALLENFOILWs HOUSE ID: 4-Piex, Tyne A Struc Mass Light Frame; SheetrOck wells M- 3:000 4512 13536 HFATTNG/COOLING,/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric- Zoned System Effiriancyt 100 Modified Efficiency: inn % Design ACM; 0, 60 Design Lnad(at 46F dt) : 2R672 Rtv/hr Total T.nad t 2$F7? Rt,i /hr Svctam ci7P• 12 -5 kW (75ns) Average Annual Heat- 7720 kWh Annual Cost: !k 425 s Ventilation Sytem• Integrated Snot -- - - - -.• -- fw Whnle House Cooling System: NONE SEER: n, n curancteril Cooling Load(at -7F dtl : Rth/hr System Size(%Overl • tnns(0125%) Annual Con] Rea»i rement! kWh/yr Solar Arrays- Unshaded w/solar access aLA7TNG fRTFNTATTON PROPOSED PROPOSED Smith • 32 , nft2 North -• 32- 0ft2 Southeast _ Northwest East _ 1n9. n !gnat 1611, n Northeast - Southwest Economic and energy consumptionestimates Ara designed for comparative p urnnses only. Actual cost for heating will vary depending nn weather rnnditinnS, nrrnnant lifestyle and other factors , Page 2 _t ti PLAN CHECK REFERENCE SHEET CITY OF ANACORTES PERMIT CENTER APPLICANT: PERMIT NO.: ADDRESS: DATE: CONTRACTOR: THESE CORRECTIONS AND REQUIREMENTS ARE PART OF THE PLAN CHECK AND SHALL REMAIN ATTACHED TO THE APPROVED SET OF PLANS. THE APPROVAL OF. PLANS AND SPECIFICATION DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE UNIFORM BUILDING CODE, OR OTHER CITY ORDINANCES OR STATE LAW. THESE CORRECTIONS AND REQUIREMENTS SHALL BE COMPILED WITH. A BUILDING PERMIT shall expire if work has not begun within 120 days from the date of issuance or if work has not been substantially completed within one year of the date of issuance. NO BUILDING is to be OCCUPIED until a Certificate of Occupancy has been issued by the Building Inspector! Construction is to be done according to the APPROVED PLANS. No changes may be made without first receiving approval from the Building Inspector. INSPECTION REQUESTS: Call 293-1901 24 hours before the inspection is needed with the Job Address, Owners Names,Permit Number and Type of Inspection(s). Permit Center OFFICE HOURS: 8:00 a.m. to 12:00 noon - 1:00 p.m. to 5:00 p.m. The permit center is here to assist you in your construction project by administering the codes adopted by the City of Anacortes and State of Washington. We will do our best to find the least restrictive path through the code process, should you choose to build to minimum standards. The INSPECTION CARD and all APPROVED PLANS must be on site at time of Inspection. All CONTRACTORS shall have a state license and a City of Anacortes Business License. A CURB CUT PERMIT and inspection of work is required before pouring. EAVES, DECKS, AND PORCHES CANNOT BE WITHIN THE REQUIRED SETBACKS. THE FOLLOWING LIST IS ONLY A PARTIAL LIST OF CODE EXCERPTS AND SHALL NOT BE CONSTRUED AS BEING COMPLETE! Revised May 24, 1995 READ ALL MARKED SECTIONS 1 FOUNDATIONS 1. All structural elements located in seismic zone 3 (Anacortes) which are of masonry or • concrete shall be reinforced. Sec. 1921.2.1 2. Concrete floor slabs supported directly on the ground shall be not less than 3 1/2 inches thick. Sec. 1924. () Foundation plates shall be bolted to the foundation with not less than 1/2" steel bolts , embedded 7" min. into the concrete and spaced not more than 6' apart with at least two bolts per piece and within 12" of ends. Section 1806.6. 4. Independent footings,piers, or thickened slab areas shall be provided under concentrated loads. Table 18-1-D, Section 1806.5. C__5; Footing/Foundation requirements are: 1 story-6" minimum wall-6"x12" footing-12" below grade 2 story-8" minimum wall-7"x15" footing-18" below grade 3 story-10" minimum wall-8"x18" footing-24" below grade The foundation plate shall be 6" above grade. Interior bearing walls on one story buildings may be on piers not less than 20"x20"x8"thick, or a continuous grade beams. Table 18-1- D. 6. Anchored veneer shall be supported on footings, foundations, or non-combustible supports. It shall have an air space between veneer and backing, 415 felt, and non-corrosive ties (1 for each 2 sq. ft.). Add weep holes and flashing. Section 1402, 1403.6. 7 Minimum steel for seismic reinforcing to be: Horizontal: Footings 2 #4 rebar continuous, Walls 1 #4 rebar continuous at the top and 24"o.c. vertically. Walls over 32" to be designed per Sec. 1910, 1914 or provide#4 bars at 18" o.c. each way for walls up o 6' high, or 12" o.c. each way to 8'high. 8. Foundation walls enclosing basements below finished grade to be damp proofed. Section 1402.4. i-N 9.° Under floor areas shall be ventilated by approved mechanical means or by openings in exterior perimeter walls (equal to 1 sq. ft. for each 150 sq. ft. of under floor area). , Openings shall be located as close to corners as practical and arranged to provide cross ventilation on at least two opposite sides. They shall be covered with corrosion-resistant 1/4" wire mesh. Section 2317.7. i Crawl space under floor joists or floors without joists shall be at least 18" and a minimum of 12" to the bottom of girders or shall be of pressure treated wood. Section 2317.3. Revised May 24, 1995 3 11. Under floor area shall be provided with an unobstructed access not less than 18"x24". Pipes, ducts, etc., shalt not interfere with accessibility. Section 2317.3. Locate access within 20' of the main plumbing cleanout. Section 406(g) Uniform Plumbing Code. 12D Provide a 6 mill black VAPOR BARRIER lapped a min. of 1'at each joint and extend up to the top of footings. WSEC 502.1.6.7. 13. All wood in contact with concrete or masonry, which is in contact with earth shall be pressure treated wood of any species,foundation-grade cedar or redwood,all marked or branded by an approved agency. Section 2317.4. 14. Foundations for fireplaces shall be not less than 12"thick, extend to less than 6" outside the fireplace wall, and extend below the natural ground surface in accordance with the depth of foundations required for the building by Table 18-1-D, Section 3102.3.1. a,_ 152 Lap all rebar splices and corners 30 bar diameters, minimum. Provisions must be made to drain all water from around and under buildings. Section 2317.5, 1809.3. 17. Top of water and DWV piping shall exit the building at least 18" below finished grade. 18. Supports shall be designed to hold the column or post securely in position, and to protect its base from deterioration. Columns and posts located on concrete or masonry floors or decks exposed to the whether or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 90ff roofing is permitted under posts located in crawl spaces. Section 2317.5, 1809.3. 19. REINFORCED MASONRY shall be reinforced both vertically and horizontally 4 feet on center minimum. Horizontal reinforcement shall be provided in top of footings,top of wall openings, at roof and floor levels and at top of parapet walls. There shall not be less than one 1/2" bar or two 3/8" bars on all sides of, and adjacent to, all openings exceeding 24"and shall extend not less than 24" beyond corners of opening. This reinforcement shall be in addition to any other reinforcing required for other reasons. Section 2106.1.12.4. FRAMING 20. Adequate anchorage of roof or beams to columns or walls, and of walls and of columns to foundation to resist overturning, uplift, and sliding shall be provided in all cases. Section 1603.3.5. 21. Fire blocks shall be provided to cut off all concealed draft openings, and to form an effective barrier between stories and/or attic spaces. Section 708. Revised May 24, 1995 4 22. MINIMUM CEILING heights of habitable rooms shall be 7'-6". Kitchen, hall, bathrooms and toilet compartments may have a ceiling height of not less than 7'-0" measured to the lowest projection from the ceiling. Section 310.6.1. 23. Girders, Beams and Stringers; size shall be designed to support the loads as specified in Chapter 16. 24. When a Girder is spliced over a support, an adequate tie shall be provided. Section 2324, 2326.7. 25. Bearing: Beams and Girders shall have a minimum end bearing of 3"when supported by masonry or concrete. Section 2326.8.2, 2326.7. 26. Wood members entering masonry or concrete walls shall be provided with a 1/2" air space at top, sides and ends. Section 2317.6. 27. FABRICATED GIRDERS, if built up, shall be nailed with 20d nails and/or bolted per approved design,Table 23-1-Q. 28. FRAMING ANCHORS shall be used to support joists framed into the side of a wood girder. Section 2326.8.3. 29. TRIMMER and HEADER JOISTS shall be doubled when span exceeds 4'. Provide framing anchors for header joists over 6' long and for each tail joist more than 12' long. Section 2326.8.4. 30. FLOOR JOISTS shall be supported laterally at the ends and at each support by full depth solid 2" blocking. Section 2326.8.3, 2306.7. 31. FLOOR JOISTS: Maximum spans per Table 23-V-J-1 &Section 2326.8.1. 32. BEARING PARTITIONS perpendicular to joists shall not be offset from support by more than the depth of the joists. Section 2326.8.5. 33. Joists under and parallel to bearing partitions shall be doubled. Section 2326.8.5, 34. HEADERS: All openings in bearing walls shall be provided with headers. Headers shall have at least a 2" continuous bearing for the full width of header to the floor or bottom plate. Section 2326.11.6. 35. GLU-LAMS: If exposed to weather, shall be pressure treated or of wood of natural resistance to decay. Provide plant certificate for all glu-lams. Grade stamps to be inspected prior to covering. Section 2312.7, 1706. Revised May 24, 1995 S 36. SUBFLOORING to be 1" nominal lumber or approved grade plywood. Section 2326.9 23-I-R-1, 23-1-S-I. 37. PLYWOOD combination subfloor/underlayment to have approved tongue and groove joints or be supported between joist with blocking. Table 23-1-T-1, 23-1-T-2. • 38. 2" TONGUE AND GROOVE decking bay be used in accordance with Table 23-I-U, Section 2517(e)3. 39. SIDING shall have an average thickness of 3/8" unless placed over an approved type sheathing. The weather boarding of siding shall be securely nailed to each stud or to solid • 1" nominal wood sheathing or 1/2" plywood. All weather exposed surfaces shall have a weather resistive barrier. Where plywood is used to cover exterior or outside walls, it shall be exterior type not less than 3/8" thick. Section 2320. 40. STUDS in exterior walls and interior bearing walls of buildings not more than two stories in height shall be not less than 2"x4". Interior non-bearing partitions may be•framed with 2"x3" studs. Section 2326.11.1 &Table 23-1-R-3. 41. For studs spaced at 24" on center supporting floor joist, floor trusses or roof trusses spaced more than 16" on center, the top plate must be two 2"x6" or two 3"x4". Floor joists, floor trusses or roof trusses shall bear within 5" of a stud, or a third plate shall be installed. Section 2326.11.2. 42. 7 BEARING AND EXTERIOR WALL STUDS shall be capped with double top plates installed to provide overlapping at corners and at intersections with bearing partitions. End joints in top plates shall be offset at least 48". Section 2326.11.2. 43. For one story buildings,all exterior walls and main cross stud partitions shall be effectively and thoroughly braced at each end, or as near thereto as possible, and at least every 25' of length. The first story of a two story building shall be braced at each end and 25%of the linear length of the wall is to be sheathed. The first story of three story buildings shall contain approved solid sheathing on the exterior walls comprising at least 40%of the linear length of the walls. Section 2326.11.3. cc FOUNDATION CRIPPLE WALLS shall be framed of studs not less in size than the studding above with a minimum length of 14", or shall be framed of solid blocking. When exceeding 4' in height, such walls shall be framed of studs having the size required for an additional story. Such walls having a stud height exceeding 14" shall be braced as required by Section 2326.11.10. Solid blocking or plywood sheathing may be used to brace cripple walls having a stud height 14" or less, Section 2326.1 1.5. 5. BORING OF STUDS: Holes shall be centered in the stud and be no more than 40%of the width of bearing studs and no more than 60%of the width of non-bearing studs. Section 2326.11.10. Revised May 24, 1995 6 46. POST AND BEAM CONNECTIONS shall provide a positive connection to ensure against uplift and lateral displacement. Section 2324. 47, METAL COLUMN BASE BRACKETS shall be approved for the loads imposed. Section 2311. EXTERIOR WALLS 48. 15 LB.FELT or approved equal shall be applied over studs or sheathing on all exterior walls, lap no less than 2" at horizontal joints and 6" at vertical joints. Section 1402.1. 49. EXTERIOR OPENINGS to the weather shall be flashed and counter flashed in such a manner as to make them weather-proof. Section 1402-2. 50, BRICK VENEER: Provide approved flashing at the base, 3/8" round weep holes at 32" O.C., 1" airspace and#15 felt over the sheathing. Section 1402.1, 1403.6. 51. BRICK/STONE VENEER: The foundation wall and/or footing shall be increased in width over standard footing to support the dead load of the veneer. Section 1403.6.2. I DECKS &BALCONIES 52, FRAMING is to be designed for 60 lbs. per sq. ft. live load. Piers are to be poured in place concrete with metal column type base for posts; provide sway bracing as required. Table 16-A and Section 1603. 53. PRESSURE TREATED WOOD shall be used for those portions of wood members which form the structural support of buildings, balconies, porches, etc., when such members are exposed to the weather without adequate protection from a roof,eave, overhang or other covering. Such members may include girders,joist, poles, columns,and decking. Section 2317.12. 54. GUARDRAILS in residential construction shall be not less than 36" high and shall have intermediate members or ornaments through which no object greater than 4" in diameter can pass. Section 509. (See also Section 1006.9 for stair railings). Glazing in guardrails shalt be 1/4" minimum thickness. Section 2406 UBC. fjlp /"—I 5'" 5. TRUSSES shall be designed by a registered Washington State Engineer. Trusses shall be fabricated from only these designs. The snow load for Anacortes is 20 lbs. per sq. ft. Engineered plans and details shall be submitted for any cut or special trusses. Section 1704.6. { 56. ROOF TRUSSES, rafters and ceiling joists shall be supported laterally at points of bearing by solid blocking to prevent rotation and lateral displacement. Section 2326.12.8. Revised May 14, 1995 7 57. -i RAFTERS shall be framed directly opposite each other. Ridge boards shall be a minimum 1" nominal thickness and not less in depth than the cut end of the rafter. Valley and hip rafters -2" minimum thickness. Section 2326.12.3. 58. RAFTER TIES shall be spaced a maximum 4' on center where ceiling joist and rafters are not parallel. Such ties shall be installed as close to the plate line as possible. Section 2326.12.6. 59. PURLINS may be installed to reduce rafter span and shall be braced to bearing wall or beams only,(not to ceiling joists). The purlin shall be no smaller than the rafter it supports. Minimum braces to be 2"x4", minimum slopes on braces 45 degrees from horizontal and spaced not more than 48" on center. Section 2326.12.7. 60. SLOPE LESS THAN 3/12: Ridge boards, hips and valleys supporting rafters shall be designed as beams. Section 2326.12.1. L0:2 ATTIC VENTILATION to be 1/150th of attic area, or 1/300th provided 1/2 is at soffit and 1/2 is 3'+above the plate line. Cathedral roofs and roofs framed to side of wall shall have a continuous ridge vent. Section 1505.3. 62. PLYWOOD SHEATHING if exposed on the underside or to weather shall be C-C exterior grade or better bonded with exterior glue. Section 2322.2, 2326.12.9. 63. Space sheathing for wood roofs shall be not less than 1"x4" nominal. When 1"x4" spaced sheathing is installed at 10 inches on center, additional 1"x4" must be installed between the sheathing boards. Table 15-B-2. 64. SHAKE ROOF requires 18" -type 30 felt or approved equal interweave shingled between each layer. The roof pitch shall be not less than 4 in 12. Place Type 15 felt under valley flashing. Table 15-B-2. Section 1508.5. 65.) COMPOSITION SHINGLES shall be applied to solid sheathed roofs covered with type 151b. felt, minimum 4 and 12 pitch required. Type 151b. felt under valley flashing. Table 15-B-1, Section 1508.2. 66. SHAKE & SHINGLE ROOFS require metal valleys of minimum 28 guage galvanized or corrosion resistant metal applied over min. 151b. felt. Section 1508.5. 67. ! A 22"x30" ATTIC ACCESS OPENING shall be proved with a minimum headroom clearance of 30", and shall be in a readily accessible location. Section 1505-1 Exception: Attic with a maximum of 30" headroom, non-combustible construction. STAIRWAYS 68 In single family construction, STAIRWAYS serving an occupant load less than 10 shall have a maximum rise of 8", a minimum run of 9", a minimum headroom of 6'8", and a minimum width of 36". Section 1006.2, 1006.3, 1006.15. Revised May 24, 1995 $ 69 cEvery stairway shall have a landing at top and bottom. Every landing shall have a dimension measured in the direction of travel equal to the width of the stairway. WAC , 1006.2. 0. Stairways in dwelling units shall have a HANDRAIL on at least one side, except stairways open on one or more sides shall have handrails provided on the open side(s). Handrails shall be 34"-38" above the nosing of the tread, shall be continuous the full length of the stairs, and the ends shall be returned to the wall or shall terminate in newel posts or safety terminals. The handrail shall be not less than 1 '/" no more than 2" in cross sectional dimension,and shall have a smooth surface with no sharp corners. Section 1006.9, 1006.2. 71. WINDING STAIRWAYS shall have no width of run less than 6" and a required width of run(9") provided at a point 12" out from the narrow side. Section 1006.4. 72. The enclosed USABLE SPACE UNDER STAIRS to be one-hour fire resistive construction on the walls and soffit, 5/8" Type "X" gypsum wall board on walls and on ceilings. Section 1006.12. 73. Fire blocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under stairs are unfinished. Section 708.2.1. 74' In dwelling units a smoke detector shall be installed in each sleeping room and at a point a centrally located in the corridor or area giving access to each sleeping area. Detectors shall be installed on each story and each level of split level areas. Detectors, with battery backup, shall be wired to the house electrical system, with no switch other than the circuit protection switch. Section 310.10.1 for additional detail. LIGHT AND VENTILATION C- Every room used for sleeping purposes shall have at least one window or exterior door for emergency exit or rescue. A window with a sill height of less than 44" a clear openable area of not less than 5.7 sq. ft.of area, minimum net clear opening of 24" height and minimum 20" for width. Section 310.2.4. 76. Minimum window size shall be 1/10th of the floor area or 10 sq. ft. minimum. Half of the required window area shall be openable. In bathrooms, water closet compartments. Laundry rooms and similar rooms, a fan connected directly to the outside, and capable of producing 5 changes of air per hour shall be installed. Section 1203 UBC, See also Chapter 3 of the Ventilation and Indoor Air Quality Code. (VIAQ) 77. EXHAUST DUCTS are to be constructed of approved non combustible materials and shall terminate outside the building and shall be equipped with back-draft damper at the time of framing inspection. Section 504.1, Mechanical Code, and Section 302.5 VIAQ. Revised May 24, 1995 9 78. CLOTHES DRYERS shall be connected to a moisture duct directly to the outside. In no case shall the duct terminate in an attic or under floor crawl space or be assembled with sheet metal screws. Section 504.3, Mechanical Code. That total duct length shall not exceed 14 feet with not more than 2-90 degree elbows. 79. SKYLIGHTS must use plastic or safely glazing. Tempered glass is NOT to be used unless protected with 1"xl" screen not less than 0.08". Section 2409 &2603.7. See exception#4 Section 3403 for skylight less than 16 sq. ft. and less than 12'above the floor within dwelling units. 80. SAFETY GLAZING shall be used in the following locations: (1)glazing in doors other than wardrobe doors; (2)glazing in bathtub and shower doors and enclosures; (3)glazing adjacent to a door whose nearest vertical edge is within 24" of the door,and where the bottom edge is less than 60" above the floor; and(4)glazing panels having an excess of 9 sq. ft. and whose lowest edge is closer than 18" above the finished floor or walking surface. Section 2406.4. 81. ALL SHOWER AREAS shall be finished with a smooth nonabsorbent material such as ceramic tile, portland cement, or approved equal, to a height of 70" above the drain inlet. This material shall be installed over a material not adversely affected by moisture such as water resistant gypsum board. Section 807.1.3. 82. No SHOWER STALL or receptor shall have a finished interior dimension which is less than 1,024 sq. in., and shall also be capable of encompassing a 30" circle. Doors and panels of shower and bathtub enclosures shall be of safety glazing material (Section 2406.4, Uniform Building Code). Access opening to enclosures shall be not less than 22" unobstructed. Section 909, Uniform Plumbing Code. 83. WATER RESISTANT GYPSUM BOARD shall not be installed over a vapor retarder, on ceilings, or in areas of continuous high humidity. Section 2512 UBC. 84. A WATER CLOSET COMPARTMENT shall be not less than 30" wide and have at least 24" of clear space in front. Section 907 UPC, Section 2904 UBC. 85. HOT WATER HEATER T& P valve shall be piped full size to the outside, graded to drain, not more than 2 feet or less than 6" from ground and pointed downward. Section 1007(e) U.P.C. 86. DISHWASHER drain shall be equipped with an air gap. Section 1003 U.P.C. HEATING APPLIANCES 87. If permanently installed APPLIANCES ARE TO BE INSTALLED AGAINST A FIRE RATED WALL, the fire rated gypsum board must be installed and fire taped above and behind the equipment prior to installing the appliance. Revised May 24, 1995 10 88. A FURNACE OR WATER TANK supported from the ground shall rest on concrete slab projecting 3" above the adjacent grade. Section 316.3 UMC. 89. NO FURNACE shall be installed in any confined space with access only through a bedroom, bathroom or closet. Section 315.1 UMC. 90. At least 30" WORKING SPACE is to be provided in front of a furnace. Section 314.2 UMC. 91. Provide COMBUSTION AIR per Chapter 7 UMC. (Outside air) = 1 sq. in./1000 BTU at both a high vent and a low vent. 92. APPLIANCES INSTALLED IN A GARAGE shall be located out of the normal path of vehicles, or a means of protection shall be provided. Units generating a spark of flame shall have pilots, burners, heating elements and switches at least 18" above the floor. Section 308.1 UMC. 93. DUCTS PENETRATING the garage to house fire wall or ceiling shall be not less than No. 26 Ga.galv. steel on the garage side or shall be fire dampered at the fire separation. Section 302.4 UBC. FIREPLACE 94. A CHIMNEY shall not support any structural load other than its own weight unless designed as a supporting member. Section 3102.7.3. 95. FIREPLACE WALLS to be min. 8" thick, including firebrick. FIREBOX to be minimum 20" deep from face of opening. Section 3102.7.3 UBC. 96. When built entirely within a structure, COMBUSTIBLE MATERIAL shall not be placed within 2" of the fireplace, smoke chamber or chimney walls. Combustible materials shall not be placed within 6" of the fireplace opening. No such combustible materials within 12" of the fireplace opening shall project more than 1/8" for each I" clearance from such opening. Section 3102.7.8 &Table 31-B. 97. Provide at least 6 sq. in. of outside combustion air to the fire-box fitted with a readily accessible damper. Section 401.3 VIAQ. 98. HEARTHS shall extend at least 16" from the front of, and at least 8" beyond each side of, the fireplace opening. Where the fireplace opening is 6 sq. ft. or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond each side of, the fireplace opening. Except for fireplaces which open to the exterior of the building, the hearth slab shall be readily distinguishable from the surrounding or adjacent floor. Section 3102.7.12. Revised May 24, 1995 1I 99. Unless a specific design is provided, every masonry or concrete chimney in Seismic Zone 3 shall be reinforced with not less than four No. 4 steel reinforcing bars conforming to the provisions of Chapters 19 or 21 of the UBC. The bars shall extend the full height of the chimney and shall be applied in accordance with the applicable requirements of Chapters 19 or 21. The bars shall be tied horizontally at 18" intervals with not less than 1/4" diameter steel ties. The slope of the inclined portion of the offset in vertical bars shall not exceed 1 inch in 2 inches vertical. Two ties shall also be placed at each bend in vertical bars. Where the width of the chimney exceeds 40", two additional No. 4 vertical bars shall be provided for each additional flue incorporated in the chimney or for each additional 40" of width or fraction thereof. Section 3102.4.3 UBC 100. EVERY CHIMNEY shall extend at least 2' above the highest elevation of any part of the building within 10'of the chimney as shown in Table 31-B. Section 3102.3.6. 101. FIRESTOPING between the chimney and frame construction shall be non combustible in conformance with Section 708.2.1. 102. CLEANOUT OPENINGS shall be provided within 6" of the base of every chimney. Section 3102.3.7. FABRICATED WOOD BURNING APPLIANCES 103. SOLID FUEL APPLIANCES shall be installed in accordance with terms of listing Provide listing No. and installation instructions. 104. UNLISTED SINGLE WALL METAL CHIMNEYS shall be installed with clearance to combustibles as per Table 8-D, Section 814.1.7 UMC. 105. SINGLE WALL METAL CONNECTORS shall be installed with clearance to combustibles as per Table 3-C, Section 815, UMC. GARAGE 106. SEPARATION FROM HOUSE TO GARAGE, shop or similar areas shall be of materials approved for one-hour fire-resistive construction applied to the garage side and shall extend from the floor to the roof sheathing. Where a living area is above the garage or carport, all supporting members shall also be covered. 5/8" Type "X"gypsum wallboard for ceilings will meet this requirement. 5/8" Type "X" minimum on ceiling where supports are spaced more than 16" on center. All doors from house to garage shall be tight-fitting, 1-3/8" solid core or fire rated 20 minutes, with self closer. Section 302.4 UBC. 107. There shall be no openings in a wall between garage and any room used for sleeping. Section 312.4. Revised May 24, 1995 12 108. ARCADES (Breezeway) connecting house and garage (or shop), shall be separated from house or garage(or shop) by materials approved for one-hour fire resistive construction applied to the garage side. Section 302.4 UBC. 109. The FLOOR SURFACE in a garage or carport is to be non combustible or asphalt. Section 312.5. 110. CONCRETE PORCHES, WALKWAYS, STEPS OR LANDINGS shall not be poured against wood framing or siding. Section 1402, 2317 UBC. 1I 1. Every DWELLING is to have its address plainly legible and visible from the street fronting the property. Section 502. Letter sizes should be a minimum 4"in height per UFC 901.4. MISCELLANEOUS 112. Where vents connect to horizontal drainage pipe, each vent pipe shall be takear off above the center line of such pipe down stream of the trap being served. Section 505 UPC. 113. Each light of SAFETY GLAZING material shall be identified by a label. Each unit of tempered glass shall be permanently labeled by the manufacturer, and shall be visible when the unit is glazed. Section 52406.2 UBC. 114. Approved PLASTIC YARD SERVICE PIPING to be a minimum of 160 P.S.I. and be installed at least 18" below finished grade. UPC IS-7, 8, 17. 115. If WATER PRESSURE is over 80 psi, a pressure reducing valve is required. Section 1007(b) UPC. 116. No UTILITY LUMBER is allowed anywhere. 117. Use FREEZE PROOF HOSE BIBS with approved vacuum breakers. Section 315(f) UPC. 118. Any water supply to BOAT MOORAGE docks must have an approved back flow prevention device in the installation. Washington State Regulations. 119. ALL UTILITIES INCLUDING ELECTRICAL, TV. CABLE AND PHONE ARE TO BE PLACED UNDERGROUND. 120. Before LANDSCAPING beyond your property lines or over any easement(this includes front}'ards to curbs) know that these areas are public right-of-way and are for utilities. If there has to be any digging in these areas for new work or repair, the removal and replacement of improvements would be at the abutting property owner's expense. If there are any questions regarding any of the above instructions, please contact the Permit Center Revised May 24, 1995 1 13 121. When ALTERNATES are shown on plans, designate which ones will be used. 122. All PLYWOOD on roof or floor is to be continuous over 2 or more spans and joints are to be staggered. Apply face grain perpendicular to supports. Tables 33-1-S & 33-1-T. 123. On FINAL INSPECTION, before occupancy of the building, the following list of items must be completed: a) Insulation certification must be filled out and returned to the Permit Center. b) House numbers must be installed and visible from the street. c) Pressure reducing valve on water supply if 80 psi or over. d) Visqueen ground cover in crawl space installed to meet W.S.E.C. e) Readily accessible attic across -22"x30" minimum. f) A.0 smoke detectors installed and working adjacent to and in all sleeping areas. g) Bedroom windows installed to meet code requirements for emergency exit. h) Air gap fitting installed on dishwasher. i) Hot water tank T&P valve piped to outside per code requirements. j) All guardrails and handrails installed to code requirements. k) Dryer vent installed. I) All life, health and safety hazards must be finished ie., such as landings, decks, porches,doors and wood stoves. m) All energy code items completed. STATE ENERGY CODE 124. NEW BUILDING AND ADDITIONS which are heated or cooled by a depletable energy source including electricity and wood must beet the requirements of the Washington State Energy Code. (WSEC) If your building does not meet the prescriptive requirements of the WSEC you may submit calculations to the Permit Center as outlined in Chapter 5 of the WSEC. This allows you to trade off insulation values of one element for another. Revised May 24, 1995 14 PRESCRIPTIVE REQUIREMENTS E-1 GLAZING is to meet the"U" values listed in Tables 6-1, 6-2 and must not exceed the areas listed in Tables 6-1, 6-2. E-2 SKYLIGHTS and overhead glazing must meet the "U" value for windows of the path chosen and must be included in the total glazing area. E-3 All DUCTS in unheated spaces(attic, crawl space,garage): R-8. Table 5-11 W.S.E.C. E-4 VENTILATION DUCTS in unheated space: R-4 insulation minimum. Section 302.5 VIAQ. E-5 WATER PIPING outside of the insulated envelope shall be insulated to R-3 minimum. Section 315(f) UPC. Section 503.11 W.S.E.0 E-6 WATER HEATERS are to meet NAECA - 1987 and be so labeled. Section 504.2.1 W.S.E.C. E-7 ELECTRIC WATER HEATERS installed in unheated spaces or on concrete floors are to be placed on an incompressible, insulated surface with a minimum thermal resistance of R-10. Section 504.2.1 W.S.E.C. VAPOR BARRIER a) Ground cover of black 6 mil. min. lapped 12 at each joint in crawl space. b) Exterior frame walls: 4 mil. min. over face of studs or staple tabs of faced batts tight to FACE of studs or vapor retarding paint. c) Ceilings: apply 4 mil. min. to underside of rafters when the average ventilation space above the insulation is less than 12 inches. Faced batt insulation shall be face stapled. EXISTING BUILDINGS a) All additions must comply. b) Existing structures must be insulated as much as possible when the envelope walls are opened. c) Rigid, moisture resistant wind baffles are required at cave vents to 12" above blown insulation, and 6" above non-compressed bat insulation. d) Maximum slope of ceilings with loose fill insulation is not to exceed 3:12. There shall be at least 30" clear height above blown insulation. Revised May 24, 1995 15 E-9 SHOWERS &FAUCETS must have a control device that limits flow to 2.5 g.p.m. WAC 51-26-1800 E-10 HEATING, VENTILATION and air conditioning equipment shall be sized no greater than 150%of the design building heatloss. E-11 WEATHER-STRIPPING, caulking,gasketing and/or other treatment to prevent air leakage must be installed around all exterior openings and at the top and bottom plates of exterior walls. E-12 Toilets (water closets)shall have maximum water use of 1.6 Gal. per. flush. WAC 51-26- 1800. Revised May 24, 1995 • 16 em-Z.----1 G1rtY 9 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER (nn/ P.O.BOX 547,ANACORTES,WR 98E21 • (360)293-1901 - FAX (360)293-1938 //� o •. IRN MUNCE,DIRECTOR ` .q - EDWIN FRANK,BUILDING OFFICIAL a Daft 5 c1 Lr 5 Catt 4. 1crdes i 20 October 1995 Allen Construction l� POBox817 i / Anacortes WA 98221 (4; RE; Pacific Ridge Apts. -- A Units: 1) Specify which building { A or B } type to location on site plan. olh gt �_ 2^`)�lease provide a separate floor plan for the county assessors office. VI Call c Call out post and pad spacing for all floor joist girder beams on the plans, call out foundation wall reinforcement to foundation plan and detail. � oci 4 I CA G/ Proviue �fartnrre lavnnt fnr T UT ) l� !/0_ C Page one of the general notes refers to the 1986 UBC, Standard 25 is suspension systems for tile ceilings. Simpson catalog 90h-1 has subsequently been updated. Lumber Fb,s do not match current code. Several areas do not refer to the 1994 UBC, requiring an update of the general notes and plans. 4%,5 $ %how how girder beam posts will be secured to the post pads UBC sect. 1603.3.5 Foundation anchor bolt spacing and size should be noted to the foundation plans and details. cThe front wall at the living room and bedroom areas do not appear to meet the ec ��, prescriptive bracing requirements of section 2326.11.3. which requires a 4 ft brace ff � pa 1 at the corner of all walls . Justify •design •by engineering. _ ' Where the basic wind speed does not exceed 80 mph , buildings shall be provided with exterior and interior brace wall lines . The spacing shall not exceed 34ft on center in both the longitudinal and transverse directions in each story. Several walls exceed 34ft without interior bracing. Please justify design. bi,j" e dinning room 2nd floor window appears to fall within five feet of the upper stair landing requiring safety glazing 1995 UBC Sect. 2406.4 No. 10 address to plans. 11)Page 6 shows a party wall detail C lacking blocking or a rim joist at the second floor. A complete separation is required between the units. 12)Page 6 detail C shows a double joist under the party walls, page 3 shows the joists i running the opposite direction. Please verify and address to plans. 13)The 1 hour fire resistive wall and floor ceiling assembly shown on Sheet 1 does not specifically address the proposed design shown on the elevation detail sheet 6. Provide specific listing for 1 hour fire resistive walls and ceiling, floor assembly. V-14)Sheet 6 wall section detail D shows LPI joists hung off the foundation. No apparent air space is shown. A minimum '/z" air space is required. UBC sect. 2317.6 calls out type of joist hangers to be used. Address non pressure treated wood to concrete. Iron- #—I 5)Show how trusses will be anchored to prevent uplift. Chapter 16 1994 UBC. /61Show blocking at exterior walls between truss to prevent overturning; call out attic. venting Sect. 1505.3 show attic access sect. 1501.1. cX7)Address to pleasexterior/weather protect••n and interior vapor barrier. WSEC, UBC 1 Sect. 1402 ! de Meiu5e („jrlif r7 ' rlri Nfi The second floor joist layout on sheet shows 16"oc with a span of approx. 15ft. 6" . In calculating the total dead load of the lightweight and drywall it appears the 2x12 joists are over spanned. Justify spans (using DF #2 Larch) �J 04e. > 1 Complete WSEC checklist to show manufacturer and model of doors and windows, to of mcl e U values. 2 Maximum dryer exhaust duct length shall not exceed 14 ft. UMC Sect. 504.3.2. Group R Div. 1 apartment buildings of more than three units require compliance with WAC 51-30 Section 1103.1.8.2. All ground floor units shall be accessible. Table No. 11-B requires 2 Type A units, all other ground floor units hall be Type B units. The drawings submitted do not reflect Type A or Type B units. Designate units to site plan and show compliance to plans. Vhowgutter tightline at wall sectionsa . k de, i5 1 , 1' 5.12e� �� VProvide stair detail showing materials, rise, run and handrails with extensions 1994 UBC Sect. 1006. lkSolid blocking shall be provided between all second floor joists at bearing points. 1994 UBC Sect 2326.8.3, note to plans. Don Measamer Building Inspector f 3 982,0,Ae- ( ) i ,' ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. it? PERMIT CENTER P.O.BOX 547, ANACORTES,WA 98221 • (360)293-1901 - FAX (360)293.193E °lit ,��,,ss EDWIN FRANK,BUILDING OFFICIAL ' IJvI oN"yD� n, O 14" D 20 October 1995 Allen Construction PO Box 817 Anacortes WA 98221 7 RE Pacific Ridge Apts. --A Units: 61)S pecify which building { A or B } type to location on site plan. Qom- , 2) Please provide a separate floor plan for the county assessors office. .91. Call out post and pad spacing for all floor joist girder beams on the plans, call out 1 foundation wall reinforcement to foundation plan and detail. sts 51 Page one of the general notes refers to the 1986 UBC, Standard 25 is suspension systems for tile ceilings. Simpson catalog 90h-1 has subsequently been updated. Lumber Fb,s do not match current code. Several areas do not refer to the 1994 UBC, ( requiring an update of the general notes and plans. �C3 o) Show how girder beam posts will be secured to the post pads UBC sect. 1603.3.5 G Il Foundation anchor bolt spacing and size should be noted to the foundation plans and I I details. 0�) The front wall at the living room and bedroom areas do not appear to meet the prescriptive bracing requirements of section 2326.11.3. which requires a 4 ft brace panel at the corner of all walls . Justify design by engineering. I' 69) Where the basic wind speed does not exceed 80 mph, buildings shall be provided with 1,I exterior and interior brace wall lines . The spacing shall not exceed 34ft on center in ;I both the longitudinal and transverse directions in each story. Several walls exceed 34ft I, without interior bracing. Please justify design. 0)The dinning room 2nd floor window appears to fall within five feet of the upper stair landing requiring safety glazing 1995 UBC Sect. 2406.4 No. 10 address to plans. age 6 shows a party wall detail C lacking blocking or a rim joist at the second floor. • complete separation is required between the units. )Page 6 detail C shows a double joist under the party walls, page 3 shows the joists running the opposite direction. Please verify and address to plans. 13 The 1 hour fire resistive wall and floor ceiling assembly shown on Sheet 1 does not D specifically address the proposed design shown on the elevation detail sheet 6. Provide specific listing for 1 hour fire resistive walls and ceiling, floor assembly. 16`14)Sheet 6 wall section detail D shows LPI joists hung off the foundation. No apparent air space is shown. A minimum 1/2" air space is required. UBC sect. 2317.6 calls out type of joist hangers to be used. Address non pressure treated wood to concrete. ()A Show how trusses will be anchored to prevent uplift. Chapter 16 1994 UBC. 6)Show blocking at exterior walls between truss to prevent overturning; call out attic. venting Sect. 1505.3 show attic access sect. 1501.1. &17)Address to plans exterior weather protection and interior vapor barrier. WSEC, UBC Sect. 1402 ' t`18)The second floor joist layout on sheet shows 16"oc with a span of approx. 15ft. 6" . In calculating the total dead load of the lightweight and drywall it appears the 2x12 joists are over spanned. Justify spans (using DF#2 Larch) ©19)Complete WSEC checklist to show manufacturer and model of doors and windows, to include U values. ®t20)Maximum dryer exhaust duct length shall not exceed 14 ft. UMC Sect. 504.3.2. 21)Group R Div. 1 apartment buildings of more than three units require compliance with R- t WAC 51-30 Section 1103.1.8.2. All ground floor units shall be accessible. Table No. 6 on 11-B requires 2 Type A units, all other ground floor units hall be Type B units. The drawings submitted do not reflect Type A or Type B units. Designate units to site l� V plan and show compliance to plans. D22)Show gutter tightline at wall sections. tF02 It Q 23)Provide stair detail showing materials, rise, run and handrails with extensions 1994 UBC Sect. 1006. 24)Solid blocking shall be provided between all second floor joists at bearing points. 1994 UBC Sect 2326.8.3, note to plans. �O'N1 Don Measamer { Building Inspector : I, 3 0_ 1 coR,, CocC� g i4- 9L 52,,O FINAL INSPECTION CHECKLIST Inspection Date: 2- 1 - 94, Address: 3G.#mcj ?1 ;cw Lc c L . A- =4-42-) Permit No C,O r5-°2 Date: 5 -LP-r c Zone: ;L-1-Cp- Owners Name: Owners Address: Occupancy Group: Consruction Type: Variances: Safety Glass: [9, g, Sewer Fee Paid: Hand Rails: C.k', Sewer Inspected: Guard Rails: ep,Je, WSEC Compliance: Traps: e'X, Attic Access: D, e, Weed- Stove: at; Smoke Detectors: /7. Water Pressure: L9: o T&P Drain: 69,y, House Numbers: Insulation Cert: Site Drainage: c.K Radon Test Kit: f Curb Cut: Garage House Door: 1, �? Crawl Space Insul: Bedroom Windows: ®,K. Crawl Space Access: t. g-- Water Heater strap: 0', /e: Vapor Barrier: CS• 9c` D.W. Air Gap: O {. Water MeterBox: �.k'• Auto Garage Door: /./4 Outside Caulking: �o - Exterior Decks/Landings:/ CD, Exh. Duct/Dryer Vent Dampers: F,, J 21) mars c trc FINAL INSPECTION CHECKLIST )1-1 - l "1 " Inspection Date: a---9 Address: 3&,v7 M4c.+ ratc & Cat., , Permit No6,-r(>05 Date: 5-' ��q tc Zone: P-441• Owners Name: P -0^ GtQ Owners Address: Occupancy Group: Consruction Type: ET\ • Variances: Safety Glass: C, • Sewer Fee Paid: Hand Rails: &.C. Sewer Inspected: Guard Rails: ®, '>f< WSEC Compliance: Traps: �• ` G Y}S Attic Access: c9,lac. mod- Stove: t), V" , i Smoke Detectors: 0, Xt Water Pressure: T&P Drain: ‘0,g, House Numbers: 6, )'. Insulation Cert: Site Drainage: c!JC Radon Test Kit: Curb Cut: Garage House Door: tef/y'a Crawl Space Insul: Bedroom Windows: 60, /• Crawl Space Access: &, 1C, Water Heater Strap: (PALL Vapor Barrier: 61-7,1e D.W. Air Gap: Water MeterBox: Auto Garage Door: ?a9Y4 Outside Caulking: O .K. Exterior Decks/Landings: FJ,)t Exh. Duct/Dryer Vent Dampers: 49, V: