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 3917 Copper Pond
♦< ..—.rr yr lf r .r f. r,. v i Yi µarr*IC .i i rrl i, M�.+.44,y.r- i f V r I .. -. --� z o CITY OF ANACORTES T i WASHINGTON 9 N qc BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 3917 Copper Pond STREET&NUMBER • Owner: Hansell Homes Constructed By: Owner OWNER OR CONTRACTOR Bldg.Permit#C0M99-0154 Date Of Issue: 11-23-99 Occ.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, This 11th Day Of May v3- 2000 \ tea -. -- I[[` AUTHORIZING OFFICIAL r' SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. Sullivan Excavating Inc. t-- JOB Ltd-a 5 q 311 ) copper P0,4? 1500E College Way,Suite 403 SHEET NO. OF _ T')4 Ce Mount Vernon,WA 98273 CALCULATED BY DATE Phone(360)856-1004 N CHECKED BY /2AM DATE /2�1/j?7 Fax(360)B545527 SCALE Y I Jt . „r - / 5 JJj { ��O • ' - _ _ e /pper ,.. , . , I ' , . F 1 f COMBINATION PERMIT CITY OF ANACORTES PERMIT NO: COM1999-00154 P.O. BOX 547 APPLIED: 99-11-08 ANACORTES,WA 98221 ISSUED: 99-11-23 (360)293-1901 EXPIRES: 00-11-23 SITE ADDRESS: 3917 COPPER POND PLACE ASSESSOR'S PARCEL NO.: 4661-000-054-0000 PROJECT DESCRIPTION: New Single Family Residence. OWNER CONTRACTOR LENDER HANSELL HOMES 1601 WILLIAM WAY MT.VERNON,WA 98273 428-4080 TYPE OF WORK: NEW AREA(SF) VALU: $112,200 FEES TYPE OF USE: SF LOT: 6,219 REQUIRED SETBACKS CENSUS CATEGORY: 1ST FLR: 875 FRONT: Type By Date Receipt Amount ZONING: 2ND FLR: 795 SIDE(1): PLCK MRD 99-11-23 0104095 $302.58 R2 BASEMENT: SIDE(2): ESPL MRD 99-11-23 0104095 -$100.00 OCCUPANCY GROUP: GAR/CARPORT: 465 REAR: INSP MRD 99-11-23 0104095 $50.00 R3 OTHER: REQUIRED PARKING PRMT MRD 99-11-23 0104095 $465.50 TYPE OF CONSTRUCTION: TOTAL: PMEC MRD 99-11-23 0104095 $102.85 5N NUMBER OF UNITS: 1 ACCESSIBLE: PPLM MRD 99-11-23 0104095 $132.00 OCCUPANT LOAD: STORIES: 2 COMPACT: STBC MRD 99-11-23 0104095 $4.50 BUILDING HEIGHT: IMPRV SURF: SEWR MRD 99-11-23 0104095 $3,796.00 IMPT MRD 99-11-23 0104095 $400.00 MechanicalEquipment Plumbing Fixtures STRM MRD 99-11-23 0104095 $1,126.00 Equipment Type Quantit Fixture Type Quanti PARK MRD 99-11-23 0104095 $615.00 Furnace<100k btu 1 Clothes Dryers 1 Total $6,894.43 Ventilation Fans 4 Exhaust Hoods 1 Hot Water Tanks 1 Gas Outlets 1 none . . . . .. . . . .. . . . . .. . . .. . . . . . . . . . . (additional fixtures not listed here) 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. Issued by Ap icant qr Owner's Signature ure 24 Hour Notice Required For All Inspections MAR-03-00 02 :09 PM Hansel ! Homes 360 424 6090 P. 01 C-ZbErr [?1411 HANSELL HOMES DATE: 3-3-CY) FACSIMILE COVER SHEET FAX: 380-424-8090 THIS TRANSMISSION CONSISTS OF 2. PAGE(S) INCLUDING THIS PAGE). FAX TO: NtiCa�P � lr, +" CITY iv- AMA/OATES FROM: WE JDt ADDITIONAL MESSAGE: AdeOcinnO ( tYY'irrPriVY -In add r_In')r In-fr). >�Prn rnm 1199-00 1601 William Way Mount Vernon WA 98273 60 428-4080 MAX 424.6090 MRR-03-00 02 :09 PM Hansel`'' I Homes 360 424 6090 P. 02 • ' 02 '28%09 ).0;18 FAX 425( ,0289 JAMIESON CONSULT + RA,NSELL 2101 cli Diet&47YP. La 60 RED Y �� r --II\ - "ii —Pi-+ ii- IL-- a7:-?:—"taalit- ( ig ri-tie "-----.."..e. 4- , .64/J.fs 6TR�IDiq- _ 'I- 7Ve ..G 944 Fj oe'Y 4001.1 N:1M dG fa ito0411120 0a+1MN 1t !N lien 0afA1" i OM l l FI-¢ , vn 4a 'XI-. y .'O k N9Xe11Y d 1ni Tillid ON07 i ii __ fir '.`�tltltlD d M II, IIII ,C.,e `1 .L.,,,, D] r dI 1N d y �rrr/�� L „<r R ��� I:, i „no opie en.Nla ill C . pr ay I �� a , • eear iloo,� :o eHt, 1- » its-- � YC 'a.-- L � - � 1a5010 i1Na . .. . 1,1 ir Q _ ac iiiil _ 2 A .1•.r i gNoa X LOd I V ear �.� .. Wight *\gi : ALL ee 'Tiif'1./oa WA1.GS i CrAate EwaIP as Aires el.N.o. ' 10 (1) Aar Coa4if,e of 1NeAt WADS �.� 0 (3) A351 00241BL iv Sf C W441 ® CVO ekiAOeirree tent& .4 • r) • •:21,1"0:"' TI Qo F.• ?��rs ¢ f'® CS/G @ HEADER, AND tfloWOilN/NG,sfl baT4/b.B f EXPIRES 8l2310/ MA/N nooA SHEA4 W4 iNLV1JILOW INDICATES GENERAL DIRECTION OF;Th n SURFACE FLOW NOTE: ALL GUTTERS,DOWNSPOUTS' ROOF DRAINS, FOOTING DRAINS, RAI1I LS, di BE AND YARD DRAINS OF ANY) PJPED DIRECTLY TO THE STORM RECEIVED '5EWER SYSTEM it j / " PNGINEER1NG� COPPER POND Q 17.20' i 's I,4v b kJ ' SHEET TITLE b FLOOR PLANS. SITE PLAN / C,1 DRIVEWAY q CONC. ?O QO 'S 42- 70, Gp 'O, =Ia o 0 } I 1 TIM GOODMAN I PROJECT ARCHITS, 17 a `I ____ i 1 • TIM GOODMAI�. r O -0 DRAWN DY, 1 PETE CARLETj :n 101-0� CHECKED DY, .t. N OVERHAND OCTOBER 8, tb CGS —y ik TYP. DATE 1 I, ;t1 --i«-r� C:\DATA\ARCH 7 r _ R 00.75 I 1. 1 COMPUTER FILE Nl GRERN5ELTA , PLAN= I ROOF PLAN . / 6.01.-0' ,4 , GO►YRWHT tan cam 20' EASEMENT - j 1 V I •ROWER POLE .> I 9 N 1" DOUBLE `n ," I SERVICE II END OF GRAVEL ROAD 2 I 12' GRAVEL ACCESS e It 0 — � , STA 2+73 6'LT EXIST.APPROX. LOC. £ ROAD W/ EXIST. 14" WATER 6" CRUSHED SURFACE z 8" TEE ALL FL •`..1g"16"4TEE MJO FL 4 3/4" SINGLE ' 1 3-8" GV FLXMJ SERVICE / BLOCKING W/ LOCKING 20 30 LF � DI CL 50 - — — .d / i. + S88'6'4"E '• INT=2+87.66=0+00 / ";'� 1 +0 It 3/4" SINGLE sr 4' SERVICE STA 23 1eE LTI� 13 END CURB, p ict; : AS b ce GUTTER &' A SIDEWALK " /do ; k . STA 0+41.6 • 8 LF 6" DI CL I IN as p 52 ''Y APPROVED .'4"E 1+00 �el'% 54 53 ?NTRACTOR ° "cmrc LOCATION & WMH 51pr . �ev�� �'�/ I ,,?TH OF EXISTING 2•. r 14" WATERMA1t� O'17'S8" E ' PROP. UNE 15.5' __ 45.50 , PROP. CORNER 24.5' 30 rip INV. 337.4 643.03 INV. 3I5f. co N 88'06'04" W 8'CONC. CULVERT 1 INV. 338.7 8"CONC. CULVERT INV. 336.2 POND STA 1+51 4'RT i 1 , N 8"-45' BEND MJ iI W/ BLOCKING io i' ae 1 _ Ar a 7014 sq.6 GL.,644711i ___ it I 3.29 6.1 C1s1//61 Acres I 161 / 20 JI 20' EASEMENT 3,...1 k_13.09 1 -. •P WER POLE 15.09 — I I__ _ 3.61 r 1 END OF GRAVEL ROAD . 5 124.03 2sco #: 7 I co* nun' 1 1 SMH #8 4tr0 I' EASEMENT I 9 4, 7.29 22.48 17 18 12' GRAVEL ACCES$ awl, — \--_ -71--- — I .. 19 I ROAD W/ —3- ig,, — k ,( _ __ SMH #7' 48"0 6" CRUSHED SURFACE r. 19.32 . 4 HOUSE i ., „ A.4-: 0 NO SS MARICER 1? 13.29 -4% - _ Fri. —(1 Ji 6) (lc 4 ei E i le C ... 20 20 -'s• 3' r 0 + S88'614"E INT=2+87.66=0+00 , 4 WaTER 1 00 ..--1 2+00 , 15.38 j.„, ..19.62 ; 9 , ALK ;503 END CURB, / ''"'"'"i'122, c..) ca.' 0 GUTTER & / 1114-7 0 .44‘; SIDEWALK . n6 STA 0+41.6 anio + 6" PVC SIDE SEViER NOUSE 0 Sa2% MIN. (TYP) .c, •:. •,:c ,..(`' 1- 54- 0', 53 -52 51 S88116'4"E 1+00 --- 1 wkiH lif so \ -, SI ' 2013. —/ p [ ,58" E 1- PROP. LINE 15.5' R JO ; ..,,-- , *tt' 45.50 1 7: PROP. CORNER 24.5' L 4r,TI TYP i,,;,0 INV. 339. INV, 337.4 643.03 30' BUFFER ZONE co if CONC. CULVERT / N 8806'04" W INV. 338.7 8"CONC. CULVERT INV. 336.2 i POND , \\„; GRAPHIC SCALE il 50 0 25 50 00 200 i' 4 lig MI mg me we I m Inn* % m� err I 6" INV. OUT 337. 0 '1 -, I START SWALE END OF GRAVEL ROAD 1 i , 5 10' DRAINAGE ? 10' UTILITY EASEMENT CB N EASEMENT I I TY� ROAD GRAVEL ACCESS R +- - _ — _ ' 17 18 19 r j 6" CRUSHED SURFACE -q z 135 LF 6" PVC ,ANGLE = 91'35'58" ! -4 S-0.5% R = 124.5' " I o ' I ,_ L = 199.04' +t ha S88'6'4"E INLET TYPE CB s INT=2+87.66=0+00 /'� --- — ' RIM ELEV. 342.0 1 /� 1+00 2±00 INV. IN 338.12 — `F 111V. OUT 337.85 r 55 END CURB, C• 'B CUT & • µ 9, GUTTER & 1 DRIV •Y -01s $ CO SIDEWALK ENTRAN - ' , , STA 0+41.6 kf, SEE TYP ROAD X—SEC w , Q ��a�., L _-..rr.��__ �0 % CB 3 TYPE PG C5 ! S8E 6 4 E t+00 A vv ;51 k ., 53' 52 ss' ; „s , ' i " �0 LF 6w 6" ADS FOR RO• ter`,r': J (-+ "�� 5-0.77C " . OUT 338.76 0-8 NG LLE w " - ,4 � — NSTAD -UILDER ,9L,,' ,t . TY.E 1 PROP. UNE 15.5' R l -'--�•--�i� S ' ` PROP. CORNER 24.5' L ®I�,� — � 'x lit IliWar "d, 33 . i a„.. animar 8"CONC. CULVERT 30' BUFFER ZON v'..'. INV. 338.7 I"CONC. CULVERT SOUTH/WEST BUFFER ZONE �p G , INV. 336.2 - s t ,'z. NEW POND SWALE X—SEC ON PG C11 `te ;fryn:, . CONCRETE DIVERTER BOX i,i',' 'H 'y SEE PG C11 FOR DETAILS ip, : GRADIN ( •,,,,,,,,,,,,, • ,,,;:•,„„..„,„::: STORM I :,,„,„-,•:,„,,,,,, ,s,,,,,,,,,, : Ia."a -:. • ', .:1 STRUCTURAL ANALYSIS FOR HANSELL HOMES 3 ill Cop pea- tPo +ram COPPER POND LOT 54 A CARLETTI ARCHITECTS PLAN ANACORTES, WASHINGTON II 4/99 0 Ov WttSa 'o ti t a • a H `� it �f:!r 's€ �s � 1CISTika".• SIONAL � RECEIVED EXPIRES 8/23/0/ NOV 15 1999 NOTE: This stamp applies to the members and BUILDING DEPT assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 99287 A JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 (425) 803-2581 FAX 803-3289 Ki DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE WIND PER SECTION 16 DIV III EARTHQUAKE PER SECTION 16 DIV IV Design Wind Pressure: P = Ce * Cq * qs * Iw Base Shear: V = 2.5 * I * Ca * W / R where: Ce = Exposure Factor where: l= Importance Factor Cq = Method Factor Ca = Seismic Coefficient qs = Wind Stagnation Pressure W = Total Seismic Dead Load Iw = Importance Factor SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Ce = 0.62 Exposure "B" (< 15') I = 1.00 Cq = 1.3 Method 2 Ca = 0.36 Zone 3, Soil Type D qs = 16.4 80 MPH R = 5.5 Shear Walls Iw = 1.00 P= 13.22 PSF (< 15') V = .1636 W 14.28 PSF (< 20') 15.35 PSF (< 25') 16.20 PSF (< 30') 17.91 PSF (< 40') STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. FRAMING LUMBER : SPECIES Group III (or better) HORIZONTAL SHEATHING: 0 S B (minimum Panel Grade 2-M-W) See Table 23-11-H (use common nails spaced at 6" o.c . @ supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails Allowable Diaphragm Shear = 170 x 0.82 = 140 plf Floor: 5/8" OSB w/10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 plf SHEAR WALLS: SEE SHEAR WALL SCHEDULE ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 (206) 803-2581 I SHEAR WALL SCHEDULE (see 1997 UBC tables 23-11-I-1& 23-//-1-2) P1-6 v = 198 plf 7/16" OSB, w / 8d (0.113") nails @ 6" o.c. Anchorage (interior walls only): 16 d @ 6" o.c. P1-4 v = 304 plf 7/16" OSB, w / 8d (0.113") nails @ 4" o.c. Anchorage (interior walls only): 16 d @ 4" o.c. NOTES: The shear values in this table are based upon the use of 8d pneumatically driven nails with a minimum shank diameter of 0.113". All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members. r II ILO d @ co" O.a. • 1_otATE 4i(aEATHI�� RIM I JOINT e OOMMoIJ J olt'( - MEM13EFS ►�l eNEAP. TP.AI.IFER C E)(TERIoR 1NALL JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 901 KIRKLAND AVE STE B-1 KIRKLAND WA 98033 (425)803-2581 FAX 803-3289 c ; LI • SEISMIC ANALYSIS # 99287A FOR HANSELL HOMES PLAN 1670 SEISMIC: V= .1636 W Wr= 795 SF @ (15+ 10) psf= 19,875 # Dead Loads: Wuf= 1340 SF @(10+ 15) psf= 33,500 # Roof= 15 psf(horz. framing) & 10 psf(partition) Floor= 10 psf(horz. framing) & 15 psf(partition) Vertical Distribution Level w h w x h % Roof 19,875 18 357750 52% Upper Fir 33,500 10 335000 48% Total 53,375 692750 therefore: Vr= 4509 # Vuf= 4223 # Total V= 8,732 UPPER FLOOR SHEAR WALLS Redundancy Factor: Check max "v" for p = 1 v =2 x V I A**(1/2) A = 1340 sf v (max) = 246 plf SIDE/SIDE: V= 4509 L(eff) = 26.0 v= 173 plf Wall L(eff) V Section Length shear RMID 12 2081 21.75 96 FRONT 14 2428 18 135 max S/S TOTAL 26 4,509 FRONT/BACK: V= 4509 L(eff) = 37.0 v= 122 Wall L(eff) V Section Length shear , LEFT 19 2316 18 129 RIGHT 18 2194 16 137 max F/B .TOTAL 37 4,509 MAIN FLOOR SHEAR WALLS Redundancy Factor: Check max "v" for p = 1 v = 2 x V/A**(1/2) A = 1340 sf v (max)= 477 plf SIDE/SIDE: V= 4223 L(eff) = 42.0 v= 101 Wall L(eff) V Section Length shear Notes I REAR 8 804 4 201 RMID 19 3991 17 235 max S/S FRONT 15 3936 18.5 213 TOTAL 42 8,732 FRONT/BACK: V= 4223 L(eff)= 47.0 v= 90 Wall L(eff) V Section Length shear LEFT 12 3394 18 189 max F/B CEN 20 1797 15.25 118 RIGHT 15 3542 23.83 149 TOTAL 47 8,733 NOTE: Redundancy Factor"p"= 1.0 c -., CC L COMBINED WIND & SEISMIC ANALYSIS # 99287A For ALLOWABLE STRESS DESIGN use Wind or(Earthquake/ 1.4) WIND: side/side Fr= 62 SF @ 15.35 psf= 952 # 130 SF @ 14.28 psf= 1856 # Total Roof s/s: Fr= 2808 # Fuf= 418 SF @ 13.22 psf= 5526 # 1 Total Upper Floor s/s: Fuf= 5526 #Total s/s = 8,334 front/back Fr= 215 SF @ 15.35 psf= 3300 # 198 SF @ 14.28 psf= 2827 # Total Roof f/b: Fr= 6128 # 1 Fuf= 471 SF @ 13.22 psf= 6227 # Total Upper Floor f/b: Fuf= 6227 #Total f/b = 12,354 SEISMIC: V = .1636 W Wr= 795 SF @ (15 + 10) psf= 19,875 # Dead Loads: Wuf= 1340 SF @ (10 + 15) psf= 33,500 # Roof= 15 psf(horz. framing) & 10 psf(partition) Floor= 10 psf(horz. framing) & 15 psf(partition) Vertical Distribution Level w h w x h % Roof 19,875 18 357750 52% Upper Fir 33,500 10 335000 48% Total 53,375 692750 therefore: Vr= 3221 # Vuf= 3016 # Total 6,237 SUMMARY: Wind controls both levels, both directions, EXCEPT S/S R the Root UPPER FLOOR SHEAR WALLS SIDE/SIDE: V= 3221 L(eff) = 26.0 v= 124 plf Wall L(eff) V Section Length shear Type RMID 12 1487 a 3.75 68 P1-6 b 4.5 68 P1-6 c 13.5 68 P1-6 21.75 FRONT 14 1734 a 4 96 P1-6 b 10 96 P1-6 c 4 96 P1-6 TOTAL 26 3,221 18 FRONT/BACK: V= 6128 L(eff) = 37.0 v = 166 plf Wall L(eff) V Section Length shear Type LEFT 19 3147 a 14 175 P1-6 b 4 175 P1-6 18 RIGHT 18 2981 a 16 186 P1-6 TOTAL 37 6,128 c- ) C• L3 COMBINED WIND & SEISMIC ANALYSIS # 99287A MAIN FLOOR SHEAR WALLS SIDE/SIDE: V= 5113 L(eff) = 42.0 v= 122 plf Wall L(eff) V Section Length shear Type Notes REAR 8 974 a 2 243 P1-4 b 2 243 P1-4 . 4 RMID 19 3800 a 17 224 P1-4 FRONT 15 3560 a 3 192 P1-6 b 3 192 P1-6 c 8.5 192 P1-6 d 2 192 P1-6 e 2 192 P1-6 TOTAL 42 8,334 18.5 FRONT/BACK: V= 6227 L(eff) = 47.0 v = 132 plf Wall L(eff) V Section Length shear Type LEFT 12 4737 a 8 249 P1-6 b 11 249 P1-6 19 CEN 20 2650 a 3.75 174 P1-6 b 11.5 174 P1-6 15.25, RIGHT 15 4968 a 4.33 208 P1-4 b 4 208 P1-4 c 6.5 208 P1-4 d 3 208 P1-4 e 6 208 P1-4 TOTAL 47 12,355 23.83 HORIZONTAL DIAPHRAGM SHEARS/LOAD PATH ROOF DIAPHRAGM LEFT: v= 134 plf OK RIGHT: v = 2981 /26 = 115 plf OK UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. REAR: v= 974/ 19 = 52 plf OK FRONT: @ 8.5'wall; v= 8.5 x 192115= 109 plf OK @2'walls; v = 4x192/ 10 = 77plf OK RIGHT: @ 4', 6.5', & 3'walls; v= 2808/22.5 = 125 plf OK @6'wall; v= 6x208I14.5 = 87plf OK ANCHOR BOLTS USE 5/8 " O Anchor Bolts @ 5' -0" o.c. Unless Noted Otherwise (U.N.O.) v(II)= .6 [(1820 + 1980) 12] x1.33x .82 = 1036#/5 = 207plf REAR: v = 974/ 19 = 52plf OK RMID: V= 3808# (4) 5/8"A.B. OK LEFT: V= 4737# (6) 5/8"A.B. OK L4 _ OVERTURNING - HOLDOWNS FOR # 99287 Note: 0.67 DL +/-W >>> 0.9 DL +/- E / 1.4 END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L/FR R/BK UPPER FLOOR WALLS SIDE/SIDE RMID 3.75 68 8 2040 200 942 1098 293 1 3 4.5 68 8 2448 200 1357 1091 243 3 3 13.5 68 8 7344 210 12821 -5477 -406 OK OK FRONT 4 96 8 3072 200 1072 2000 500 1 3 10 96 8 7680 200 6700 980 98 3 3 4 96 8 3072 200 1072 2000 500 3 5 FRONT/ BACK LEFT 14 175 8 19600 90 5909 13691 978 1 5 4 175 8 5600 90 482 5118 1279 5 1 RIGHT 16 186 8 23808 90 7718 16090 1006 5 5 MAIN FLOOR WALLS SIDE/SIDE REAR 2 243 9 4374 100 134 4240 2120 7 7 2 243 9 4374 100 134 4240 2120 7 7 RMID 17 224 9 34272 135 13070 21202 1247 1 6 FRONT 3 192 9 5184 155 467 4717 1572 1 6 3 192 9 5184 155 467 4717 1572 6 6 8.5 192 8 13056 90 2178 10878 1280 1 6 2 192 8 3072 90 121 2951 1476 2 &4(3) 6 2 192 8 3072 90 121 2951 1476 6 1 FRONT/ BACK LEFT 8 249 9 17928 100 2144 15784 1973 7 7 11 249 9 24651 100 4054 20598 1873 7 7 CEN 3.75 174 8 5220 90 424 4796 1279 1 2 &4(2) 11.5 174 9 18009 185 8196 9813 853 6 6 RIGHT 4.33 208 8 7205 90 565 6640 1533 6 6 4 208 8 6656 130 697 5959 1490 6 6 6.5 208 8 10816 130 1840 8976 1381 6 6 3 208 8 4992 130 392 4600 1533 6 6 6 208 9 11232 185 2231 9001 1500 6 6 *END CONDITIONS Pdl Dead load reaction at end of wall 1 Perpendicular Exterior Wall V(max) = H *v(wall) 2 Perpendicular Wall (min) 4- 16d nails= 4 * 118 =472# 3 Over/Under openings V= h * 198#/ft(varies) _ 4 A 35 Framing Anchors=450#each 5 CS 16 Strap= 1353# 6 HPAHD 22 Holdown @ 1725# 7 STHD14 or STHD14RJ @ 4430# ,- ( -) L�l s- - - ' n lc- at ao0'1d 0No035 'd5 SI. .L•IC— 1 / V I i f f .9-.0 .II-.OI , iC-2 r 5-.0; 1 itit 45 - r I �f u i N m tn 0, �� 9�0 1 I O 1d0 'ld9 0 1d0 W005039 E1315tlW WOOM039 0 CrCI W002'039 A L --1\ I. N ` m T N O ld0 i., :. Ii < 4�L Ks AS IIVH "- ;" HAY9 'W Hltl9 MI I o a _ hM20 0NI1Itl8 t Y N .0-.Lt 'I .. H9IH ,9C N pRo N' / Ah.9 / 10-.9 k < 0 .01-.L. CS-.L, New : ALL EXTEX/O/Z WALLS I G,14-S t& ENDS TO BE P/-6, u•N.a lO °S/6 TO PRAM/NO- BELOW li UPPER- FLool6 SNEAt mAt cS , . sVVM I ySUs good NI EW , . Q'7/ttLfl a3S '-9N//V9d0 M0159 Q'Nte 'Vag van ® 9/S V wttigq 99$' I3QWI/ 0 919D ® Sn-r,n vn//s do VlnfaeoO .Ed ( ) QQ 571tM ?VOHS 30 VS4/alOD set, (z) I -oww 's-/d av of SONS 779t9 s Snell 70/a'72fl7-1V : 12ON ®®{ ICY PORCH CONC. I0'-2' 15%2' 22'0' 1NOWSI ®'--iF 0. e UP,`15 RS=Ri o 1,36' EA a 15 7Rt�ADS @ I1' EAj ^ \ ENTRY TILE CLOSET CPT o LINE OF FLOOR 2 n < ABOVE 7 0 PD NR 3'0 4` DINING \ 0 UTILITY — CPT. HALL 2'4 1 S.V. lMI b CPT SoID It ANT Q b 24 11 ry IO'•2' 4 II REF. GARAGE CONC. J U ■ NOOK u KITCHEN ©1 m ^� c SV. "� SV. O© m 1 — - ` Mai , f1i'�a+ 6'-61' \ LINE OF VAULT QSfl(b!) '&M 'zta/tY4N � �,.6j DECK Q WO LIVING ROOM 875 SF MAIN FLOOR -. -9-ten9 a +1019 VAULTED CEILING L. 465 5.F GARAGE iO CPT, 4 © r 1 l. -' \ 5 0' -4, . yr **Id I6�-cP '• d G.6aa1 C+) 11 J AL' aNLS /-1 s?\ )14R,J , TYP. ) 151 (4)Rapt. \, y 3 4 1- - - - --1 to - - - -, , I S7NDl4 B 6,442,466 3 y , t (4) As,'D I I I T� , I I 1 HPAND22 / T P. ' I 5 \I II L 1 1 j i •i II I II 1 I 1 i� II ell I ' I II I II i, I i i 14, 1 I I ° I d9 II I I I I r I 3 I I I I II I I I I Ito I I i it I at -ai _it— I 1 Hia3 — IL a II It 1 L I L .111- Is I4 ..I I.. I NOTE,: . USE Slew rof ANCHOR sour @ St°o.C. a/Zs'K21 X 3//c " WAs#sts,MN.O. FOUNbA7 of PLAll iC JAMIESON CONSUEiING JOB NAME/�/g7C�1.�Qee anus CPrit Consulting Engineering&Project Management JOB NO. %rJ (/�J 7 /� BY f �c1 CiI/ ^ (25 803-901 2 8 D FAX AVE S 25 803-3 89 ND WA 98033 DATE . OCT 19 SHEET NO. (�O OF / 1 pROVLO6 BLOGI<Ihl[a pRoviIE 6LOGkl NG 6ENIND thlUP 91-12t41.P,TV? fENINP oella '1fRAP �_ • 1Wilialln_ ---- --■ wlrJvow � � WIAlt3Ow -- III 4 ja_ i 'PC' OtI ° G,T P.P FULL 0 y-1 Q WIS N OP W 3 h 4. .R WALL lU_ PL ,�i 12" ENb III Zr W ./ I__ et0.APPUL Ss/ _ _ "-' `._ IIIWIDTH OP NEAR WALL ill PLl)5 Vi' ENP H LENla7N J m k U- U1 i IIIMMEMMOMMINOMMOMOOMOMMOOr DTAIL. A _ pETAII. B . i L9 TYPICAL END CONDITIONS END I�1 Typical CS ��1j l HAlf-ES Installation as a "otrlN Floor-to-Floor Tie ti' ...-- .) iiil = r-wa +-.I at,. ;� Installation 3 71!! �® Typical HPAHD , � Single Pour ® - IU V Rim Joist \� Installation% Provide Et e • to F[ME is mnvuan l' .. CORNEA end distance a Equal number of " speared oafs '4 in each end MST48 w/(34) 16d sinkers: T = 2945 x .89 = 2474 #J 1 C516 w/ 28-8d T = 1650 x .82 = 1353 # I HPAHO 22 w/ (11) 16d sinkers: T = 2030 x .85 = 1725 # [ 1 e Al r'e I�• EMBEOMENi ' y mirNAILED LENGTH """ a 3 Iff, 1 PORTION 4xPOST v�') 1ZMIN .en. m ����� flEBAfl x4 (.+ SIMILAR 1 � LENGTH _ !ri Ala �. , ° -INE m 1 /�� '`ate, m A35 „' "11u � ' °P A35 F. tEEBAR 30'MIlilt t ONE ET IN SHEAR CONE \ - REBAtsIo LENG ?+h'MIN "1TMIN. \LENGT\I I FROM \LENGTH/ CORNER �_ Typical STHD Edge Installation Typical STHD14RJ Rim Joist Installation STHD14 or STHD14RJ w/ (38) 16d sinkers: T = 4430 # I 135 w/ 12-8d F = 450 x 1.33 x .82 > 450 # JAMIESON CONSULTING SIMPSON WOOD CONSULTING ENGINEERS CONSTRUCTION PROJECT MANAGEMENT Strong-Tie CONNECTORS GONNERORS 901 KIRKLAND AVE STE B-1 'MERE°w EQUAL KIRKLAND WA 98033 (206)803-2581 FAX 803-3289 OW wrid• S0021 dSd S Z = 77 dsds/ r- -7a. : sabo7 • z# dH S b : 7dOrd4 3T2 75'2' 22'-0' 5-101 8--6- 64-31- 7'-21' I y -• 4.-D- \ N. >•X I >•x S. m lam Mar= .ex I >6'HIGH '� a i- �- c AILING %> a'! DN MIA G. T, sv M BATH .OF Zs. 1=15v. YX 6' n ^� Z.z 6 36'HIGH WALL S.%6 x•%6 HALL W/WGOD CAP HALL b CLOSET - CPT. cYT. -t CPT. A- b b \ ., b; S/P a n Q w O \ Q Nu' N �� \ — m BEDROOM 1 V `T — BE DftOOM 2 MASTER - ;, CPT. � BEDROOM •'? �\ CPT r 4 b n Zn m b K ED. ED - °' I _ __I XS• 6k> qv 1 ,2 „ 2� rd'37V11•1 10'-5' �,2'-31'� L 10-iP �Y4IM- - ONt riot id 'drool 1 wadda .3,5edokit- -7-7 . 5.:i ci/ = -7C. 'own *0.01,6i9 ze ICI 9/4 SIll 7 aO j s1 S/or 147 8/aa/ x t/i/ : z-9 147 8/41/ x +Al 1-9 1541 *I X L : ;:lArle 3v7t, 9 x 0 srvd3g ilihShrtrIg 771 9 slsod Az (Z) 3vi/ozd •o'�'n 'S`v3Vi+'�N 7sd 8/t II x z/,2 : 73a-daw 3�-V9 77-V & 'a?dd 120 AZ(1) 3'VRoWd zips v9/ 9 X fr : 'V97v9f1 7 tnldh, SLSod sno f9w / 4T-4. r / 10.-2• 15•-2• 22.-0. '( f 1 PORCH EQ. EQ / A4.0 CONC. A PRE FAB ROOF TRUSSES• 21'OC 4'-7{• t°X S • *U FLOOR ABOVE CANTILEVCRED VP IS RI FR3 1 ] 1'EA . ,OISiS ABOVE - f 1 Va V J f f 1L•BII RY 14TASrrEdYY�J1! n \ 4%8 T © �� _ X ^' GI SR SI, QI, Cps T Ifi%Y OVERHEAD DOOR I/2 WALL W/ 'f 1 HOUR WALLWI n WOOD CAP 1 %x I¶LATER TYPW'X•GWB j1 E_cyn�a&M4E 00F O 4%1 POST I HALL — _ / SHEATHING m CPNIN@ CPT O O ICI d 121 LPI S r SPAN VTO. DIRECTION CHANGE GT o i•x 6' t UTILITY ;.. \ sY. 73 OARAC,F u.i /�Li �_ I CONC 2• 5-SHELVES S X 6• d 'I �I PANT- ���-20 MIN TIGHT FITTUG :n SN. 2.% �J DOOR WI SMOKE ojl Y a IC n1- T,�_ I ex 6• z gpI POCKET _%_ GL9 ;L IREF F. B'APF. (� FA NDOK -sD _, KITCHEN • vT 00 sv sv m < ` In in 11 7/6'LPI BI © a - ` ' I PLR JSTS ABOVE E 4%4 POSr e i_ _ �� I QI 1 '_ 6•% g SLIDER ` ��_ ` 7 I1 4XB av 2%4 PONY WALL BELOW) J z o _ RAISED P-LAM COUNTERTOP n-, • n5'-1)? I 4' Q' LINE OF VAULT I PECK .}- I IVING ROOM 2 WOOD VAULTED CEILING M.0 CPT, O in PRLPAB SCISSOR TRUSSES I 24 OC F _4%S 4%B 4%8 B•% S 6•%2• ABOVE y% S,I 61 4 tt 1 6 x 0 4 A- 2 66 18 1 220 H J K. / V3 .01-.91 Y r s,a i I —' 1 , II 7 SSe00V r — — — — i - - - 1 9 OYd9 MVYJ .iL x.e1 0�1 I ,9 9.9 x A 1 o f d --4 -I 9xi I ONIN000 9X9 m m 0'ib j 90.91 • SAO9Y 5151 /M 90 91* 2 Yld OL le.L/I 0, _ 51510f On I .0.2, .B'f / O'9tl N011lb r —I i —� \ `a� i 1 m 1 1 S d0 idA1L'91� I I 1, e x 9I x el \ No lida olxi • g o 9-1 L .� 9l to v - e t0 , -sr' dAl 9YV9 i 1 I9 a i o /M x0IH1 ,9 x '10,91 • ;A09tl 515i on 201M.9.1 Old' • Yld 02 idl.t/I a 61531.91 a 2A02Y sisr 0. Yld 02 Idl.L/I e \ I . I 11b0 (NA 0115bid _ A0b19 1111 9 HOIH.91 NIH 12 a d9Vd5 IMYYD V LL V V do cell Nad '19-- 1 Imo` 51N:9 .91 —J � wuaaYos.e x.91 • L dO'chi' Old to .9 x.9l x.91 .0'.0 ,0-.91 .0-.91 m gil OM am .0-s r 1 BEAMS ✓0/STS B-I • 4xio 9'/i Imo e /6 "a. c. , u.,vo. POSTS 4x4 MAIN PLO PPAM/NG% HANSELL HOMES CP54 ROOF FRAMING TYPICAL HEADER Date: 10/08/99 BeamChek 2.2 Choice 4x 8 HF#2 BASE Fb=850 ADJ Fb=1271 Conditions '91 NDS Min Bearing Area R1=3.6 in2 R2=3.6 in2 DL Defl 0.04 in Data Beam Span 6.0 ft Reaction 1 1458# Reaction 1 LL 900# Beam Wt per ft 6.17# Reaction 2 1458# Reaction 2 LL 900# Beam Weight 37# Maximum V 1458# Max Moment 2188'# Max V(Reduced) 1165# TL Max Defl L 1240 TL Actual Defl L/735 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.10 0.06 Critical 20.66 20.26 0.30 0.20 Status OK OK OK OK Ratio 67% 80% 33% 30% Fb(psi) Fv(psi) E(psi x mil) Fe (psi) Values Base Values 850 75 1.3 405 Base Adjusted 1271 86 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 480 =A Uniform LL: 300 Uniform Load A 0 R 1 = 1458 R2= 1458 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. V HANSELL HOMES CP54 LOWER ROOF FRAMING TYPICAL HEADER Date: 10/08/99 BeamChek 2.2 Choice 4x 8 HF#2 BASE Fb=850 ADJ Fb=1271 Conditions '91 NDS Min Bearing Area R1=3.3 in2 R2=3.3 in2 DL Defl 0.03 in Data Beam Span 6.0 ft Reaction 1 1338# Reaction 1 LL 825# Beam Wt per ft 6.17# Reaction 2 1338# Reaction 2 LL 825# Beam Weight 37# Maximum V 1338# Max Moment 2008'# Max V(Reduced) 1069# TL Max Defl L/240 TL Actual Defl L/801 LL Max Defl L/360 LL Actual Dell L/>1000 Attributes Section (in3) Shear(in') TL Defl(in) LL Defl Actual 30.66 25.38 0.09 0.06 Critical 18.96 18.59 0.30 0.20 Status OK OK OK OK Ratio 62% 73% 30% 28% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 850 75 1.3 405 Base Adjusted 1271 86 1.3 405 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 440 =A Uniform LL: 275 Uniform Load A R1 = 1338 R2= 1338 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. . c_; �� V11,0 HANSELL COPPER POND 54 UPPER FLOOR FRAMING GARAGE HEADER Date: 5/07/98 BeamChek 2.2 Choice 3.1/2x 11.718 2.0E TSM PARALLAM®PSL Conditions Min Bearing Area R1=4.5 in2 R2=4.5 in2 DL Defl 0.13 in Data Beam Span 16.0 ft Reaction 1 2904# Reaction 1 LL 2240# Beam Wt per ft 12.99# Reaction 2 2904# Reaction 2 LL 2240 It Beam Weight 208# Maximum V 2904# Max Moment 11616'# Max V(Reduced) 2545# TL Max Defl L/240 TL Actual Defl L/351 LL Max Deft L/360 LL Actual Deft L/455 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.55 0.42 Critical 48.01 13.16 0.80 0.53 Status OK OK OK OK Ratio 58% 32% 68% 79% ' Fb(psi) Fv(psi) E (psi x mil) Fc I (psi) Values Base Values 2900 290 2.0 650 Base Adjusted 2903 290 2.0 650 Adjustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 350 =A Uniform LL: 280 Uniform Load A R1 =2904 R2=2904 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. HANSELL COPPER POND 54 UPPER FLOOR FRAMING GARAGE BEAM Date: 5/07/98 BeamChek 2.2 Choice 7x 14 2.0E TJM PARALLAM®PSL Conditions Min Bearing Area R1=9.8 in2 R2=9.8 in2 DL Defl 0.23 in Data Beam Span 22.0 ft Reaction 1 6387# Reaction 1 LL 4840# Beam Wt per ft 30.63# Reaction 2 6387# Reaction 2 LL 4840# Beam Weight 674# Maximum V 6387# Max Moment 35128'# Max V(Reduced) 5709# TL Max Defl L/240 TL Actual Defl L/277 LL Max Defl L/360 LL Actual Defl L/365 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 228.67 98.00 0.95 0.72 ' Critical 147.87 29.53 1.10 0.73 Status OK OK OK OK Ratio 65% 30% 87% 99% Fb(psi) Fv(psi) E (psi x mil) Fc1(psi) Values Base Values 2900 290 2.0 650 Base Adjusted 2851 290 2.0 650 Adjustments CF Size Factor 0.983 Cd Duration 1.00 1.00 I Cr Repetitive Ch Shear Stress Cm Wet Use k BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 550 =A Uniform LL: 440 I Uniform Load A R1 =6387 R2=6387 SPAN=22 FT Uniform and partial uniform loads are lbs per lineal ft. HANSELL COPPER POND 54 UPPER FLOOR FRAMING BEAM 1 Date: 5/07/98 BeamChek 2.2 Choice 1-3/4x 11-7/8 1.8E TJM MICROLLAM®LVL Conditions Min Bearing Area R1=2.6 in2 R2=2.6 in2 DL Defl 0.04 in Data Beam Span 8.5 ft Reaction 1 1956# Reaction 1 LL 1275# Beam Wt per ft 5.34# Reaction 2 1956# Reaction 2 LL 1275# Beam Weight 45# Maximum V 1956# Max Moment 4157'# Max V(Reduced) 1501 # TL Max Defl L/240 TL Actual Defl L/831 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl(in) LL Defl Actual 41.13 20.78 0.12 0.08 Critical 19.16 7.90 0.43 0.28 Status OK OK OK OK Ratio 47% 38% 29% 28% Fb(psi) Fv(psi) E (psi x mil) FcI(psi) Values Base Values 2600 285 1.8 750 Base Adjusted 2604 285 1.8 750 Adjustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 455 =A Uniform LL: 300 Uniform Load A 0 � R1 = 1956 R2= 1956 SPAN =8.5FT Uniform and partial uniform loads are lbs per lineal ft. v9 HANSELL COPPER POND 54 UPPER FLOOR FRAMING BEAM 2 Date: 5/07/98 BeamChek 2.2 Choice 1-3/4x 11-7/8 1.8E TJM MICROLLAM®LVL Conditions Min Bearing Area R1=1.8 in' R2= 1.8 in' DL Defl 0.01 in Data Beam Span 6.0 ft Reaction 1 1381 # Reaction 1 LL 900# Beam Wt per ft 5.34# Reaction 2 1381 # Reaction 2 LL 900# Beam Weight 32# Maximum V 1381 # Max Moment 20721# Max V(Reduced) 925# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl (in) LL Defl Actual 41.13 20.78 0.03 0.02 Critical 9.55 4.87 0.30 0.20 Status OK OK OK OK Ratio 23% 23% 10% 10% Fb(psi) Fv(psi) E (psi x mil) Fc I (psi) Values Base Values 2600 285 1.8 750 Base Adjusted 2604 285 1.8 750 Adjustments CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 455 =A Uniform LL: 300 Uniform Load A R1 = 1381 R2= 1381 SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. v10 HANSELL COPPER POND 54 MAIN FLOOR FRAMING B-1 Date: 5/07/98 BeamChek 2.2 Choice 4x 10 HF#2 BASE Fb=850 ADJ Fb=1020 Conditions '91 NDS Min Bearing Area R1=4.9 in2 R2=4.9 in2 DL Defl 0.02 in Data Beam Span 6.5 ft Reaction 1 1976# Reaction 1 LL 1560# Beam Wt per ft 7.87# Reaction 2 1976# Reaction 2 LL 1560# Beam Weight 51 # Maximum V 1976# Max Moment 3210'# Max V(Reduced) 1507# TL Max Defl L/240 TL Actual Defl L/960 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 49.91 32.38 0.08 0.06 Critical 37.77 30.14 0.32 0.22 Status OK OK OK OK Ratio 76% 93% 25% 30% Fb (psi) Fv(psi) E(psi x mil) Fc I (psi) Values Base Values 850 75 1.3 405 Base Adjusted 1020 75 1.3 405 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 600 =A Uniform LL: 480 Uniform Load A R11976 R21976 SPAN=6.5 FT Uniform and partial uniform loads are lbs per lineal ft. ^�>;'�:«:i.=>,.„; > '$ ��`:'>:Q^,'.cA�as3:.r;a:a:..�x'�a):S>`V?�:y?<?.'s>zaz:�:�:Za.�k""^w.,.h.'�.'^"a:£1>�c^a,",38 `:SC;��� y�0 ::.5x, . '8, xmsi.sm„"\�>.s�„>s1.a. ..,V? "..`'>.','1�, ... �cEYkar�@i°�.� .m4� '4,-. ff Instructions: =`. ie. 1) Carefully review the requirements of each of the options below. Choose an option that best suits your it jjdwelling design. Glazing percentage typically determines which option to choose. Your building must match ri the selected Option requirements without exceptions or substitutions. O. r 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your kil ,),N\ Option (the Option numbers are In paretheses next to the choices). Disregard components or equipment that don?apply to your project. Your permit will be processed more efficiently if you provide all of the requested 7 information. Department staff can help you with general questions about this form. ie I Can't comply?If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individual R and U-values as long as a n Fori I overall maximum value isn't exceeded. Note that the overall thermal requirements of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance <z A. Wotksheetitt , or by using an acceptable computer program such as WATTSUN 5.1. ca : ::x .:•::vim .... >.:. . x .fin , :: ._>. :. ,.... :.. s R OPT VI OPT VII `� I 1 OPT I OPT II OPT III OPT IV OPT V (s2 stales) (a stories) , Plan Review ..U�; o a a 0 0 0 0 (For official use only) HVAC AFUE .'z,7$s ' a. 78 z::88' .:' z.78 z.74 Z.78 .7$.:: Selected Option is k Glazing max: appropriate for this %of floor 10%'r`:. 12% 21°l0'::' 21% 21% 25% 30% dwelling design. U-value 2 010; 0.65 075 0.65 0.60 0.50 0.45 ::: No n i Door U-value 0.40' 0.40 0.40 0.40 0.40 0.40 0.40 OptiorP may be a v (R-value) (R-2.5) (R-2.5) (R-2.5): (R-2.5) (R-2.5): (R-2.5) _ (R-2.5):: better choice. Notes: Ceilings: P. with attics R-30_ R-30 R-30 R-30 R-30 R-38 R-30 ti vaulted .R-30°: R-30 R-3D: R-30 R-30 R-30 R-30 Walls: ftl above grade R 15i R-15 R-19 R-19 - R-19x below grade L• interior Ft-15_;,_: R-15 R-19 ;:€; R-19 R 19`: R-19 R-19 .: I or exterior R-10 `_a .R-10 R 10 _':. R-10 R-10: _ R-10 R-10 N Floor R-19; ': R-19 R-19:: R-19 R-19 R-25 R-25 • • Slab on grade 11-10 :'€: R-10 R-10`'. R-10 R-10: . R-10 11-10 . Approved by: Date: ' Footnote: A.. 1) The"n"symbol means"more than or equal to";"s"means"less than or equal to". AY= n t:...�.>...:,��; .� .,.CrL".:>4:.>n. l '2oa��..hL"'Sv.�» � ,/���y� ��.02� �Q'i. ia;:`y�+i�",•. .• :�,...,'F✓U3x.>A-. ...Y:::.:&,`Y"a'e'i» ._,�1,A���;ag,2>:'.nh¢:w.°�o��W '�">?'Y.J.:^:»;.:�.:. :L¢.�.".t?�e.'i3: .3Xar+P�:in.: .: :R'.' . WEESMORAD/MAY 31,1991 Page 1 of 6 (r- • 1 (--- . \ I COMPLIANCE 19........1....).:.1.::.:.T...S.::S..... E:.. -C:..: i...E....SI.....Q.......A.....1........1..........1...4.......21...p......-9......0..::,....:,.:p....,.....4......4.„p....,....:.p......d..p.,.„.I..„p..i.„.f.li..,.....ps,.„.,„..".....4...........,.,.....,.,.,.t............o.......n....--n.....a............l.....t...........i...o.,....„n........ ....................„........... .......................................„.......„.„.„.....„.,.........................,...... ..........................................................„......,................... ... ,,,.........—..,...:,............---....,................„.-...............................................................„... .„............„..............................-.......,.........„..........-..................................................................,.........................,...._............ .........„................ . .....,.....,.. „..............,, ... . ... ..... ...... ....... .... ............... ..............................,........ ....„. . ............ .. ........ ..... . ... ..................................................................... .. ...........................„„.............,..,..........,........--...„-........ ... ............... ...„.......„................... .......... ,„.. ........ ..............„.......................................................... ...........,...... :v..,, INSPECTION IMPORTANT:Supply information In the shaded area by checking the appropriate circles. APPROVED :0 Disregard topics that don't describe your building or equipment.DO NOT place checks In the two left columns. FOUNDATION PHASE ....„...,„.. ....„.„...,:,,....f.,.,.......::.::.:.,:„:,:,:: El OStab InsulationInsulationtieb(Table5.!.il1Tit.61-.'1)ofieirf‘e.teti...9.*KiiiitaIPAI.j56.1#i.0...,.'i.:.'i..:,t,:.:P.-1..,'.,1 il.:.,4::',1;11;i:.1.K.:,.,:irliA•i,..1,?4,1,[115,titi..;:411:44,5,..,..:1, :-,i::...0i•Oft.tiiietiati;.1-$00.4NSPiATIOVIP.,gPRPgjNIti•IRIRIAII:giftidliiii;V.::::ii.:t.wanit•MitiOtimi.ur4ati:::ows3:ke...,:i.w,s1.. tiR.:,. r.:;;I:iiiiia:KIVA.P..ii.:i:c'..,AlMiattAket:;;St:Stigtragg:rial,ggiVic;:attniaiimenwg:),(isswjact,v,e„: -..':.:t.... .,4,1-uri..: 44•61e-, dtgkiialgtaiii4diffoio.i50.filiviliOadelei.:Its\00000tfa0.04:490Akalvnm.,.;ictstrig.,4t,.. Opre:/p.ce.w.:i.,9e,t,Tvvpit,...??.. iittiA.:.Vcri:M4f.MataaliiteliE..1:W.iicati? fiiiiitAitillitritriileftt*Ol40.19M1.9.SqP#PPASI:13.*i9tymiirgt :zeintriggiff:mancoss,)::i:,:.;;..: ii,,.....:........................................................................................................................................................................................................................................... r--1 8,,,, lltIV:ftm'itAkiiiiifiliiiail6tie4tEtii.f<44111-Mitis.roatid.::ORtenitundortivAnkftAl.aktesaiakty::::v..: , CI 1.-1 -,_ Ir.:11i .E:::................................................................................................................................................................................ Ej 0 SelesiettirtOttOg:rg.IY:Yrt':!ii.. :Y:Ws.rMiArrAO-Imia;i9:•.`474' .'''ni:t.t::: ;'':i;:e:::::S1?r.1:11.;:::::6q:01,1*P:::00.%:Ontithe:'',:ii:!" t)k.t.itifaiidii0d tattiii.R4o100ei•JOPMATelfMag)p3s;p::::;.. ,- ...,i- oz:,,,...kce:...1.:-?.:.-E:t 013. :*•;;t:C.:::::f..c.:.:::':'•:::(1:::::.:1::.................1::::.................................................................................................................................................:::.......:::::i.:!:Q.,...4.0iftAiji:4:0: :::ASNI::::"...q:::05:i::i:::.:;::: 08•i:;Int:okiOK::kSe4VSOPP4VPII:PfM§P.*a11.!:;*:.1.iqtPvti;:U:0:::loi:.,•!•:H?-lfftitittoi:itqbm:'j:tstyttiakggRi•!• • ',.i.g.i.41:: : :!i'.9.4•iim!::;,:vp,:g:iiAntii: .-itig.e.12:xswert.:Aceggows, :::Ii.ty.t...vi,l..ez:t::::.tii:3 ,,..,.:::::.:::,.14:tgpttA,.,:,.:::.,,,i,:,taniv.z.tailiat , ri 817-41411‘fitieraititifidiiii,iigaiaitiiiiioaii.:;;W:002A4c8;itOtill:Oktit.060:gfikgggelqa:3?:: "..,4:4 C] — n 'sb's :conditioned...................................................................................................................... ibetween::...,..5 . . ;,........___ . ....,,,conditioned.... :•:::••,...,•,::::r..x::ce for.:,:, : ttb:i6thaixAtc5n1APORIAVerP0,4t...xtg 19 4 : :, : 1;) . ::....?,:..,,,....:i;t:i:%K.,,,,ii.tcfszt.*-swii.t.,:::,:i.,tnic....i, tietic .............................................................................................................................................. foundation wall rrHy.''''''''.t.".1'."'''''''' metrii %*'itielb'2.iiiki:Miiiif:Ece: .it4tjai;041*-1,01.10010.014,913PAISIC!".g.Q.::::gi,i,:.ii: El 0 -L.):13414.01)T1PcIlgrli:(01WiA9ii$L. P -i.,.. .., . i , ..3, . . 'Of 2<...ffCra5.1if space. ......................................................... •:,:i-:,:...-C);Av Netidandatiotr.vootilatieri1eme is less than 30 ..,t ,.o. .. i•• 0,43::: Otill;#110rA.Yq*iPIPAORP4019Wfq.A'...?"..s ..........................:•-•.::•::::if.::::::::::•:..:c-:::::::.::::;:::.:',...5:::::::::::::•,::s.:•416.•::::kc:::::,?m,:,.:::.::::::::::, .••;K:'0:'0?-.010WIsPact.acts....4 suoply:.'Pr.taturn;AiriPigrium;L.,-,i i.....- .;/....- ;-...::1.,-.,f'-f,.'7:;L' '.11.,:.,ai.?•)11-1.:-.'.;',. .::....'.:::..';:iii.:;:jiii,?.:.;.:.;:.:..]:.:. , [ WSEC Foundation phase requirements: nspected by:i _ Date ''''' '''''''''''':."E:**'8" :":,','''''" •-•:,',''''''''''''':Ei':'im-ii::', 01 ,:m,',,], FRAMING PHASE 1 0 0 ED Insulation baffles shall be placed in attics/ceilings to maintain at least 1"ventilation space and extend at least 6"vertically above balls or 12"vertically above bosefill insulation (S. 502.1.4.5). . _. .. .. , . .x.,,,,...„.....,..,.......,,, .. e...,..... -.........„. 0 0 Dolazingeffklepcy shallrectoroioo.cat.:P'!5 . ?P!P •.,be- .:.;.502; t.i.:::),-,,,.:,;:.,1,..,,:„:,. ..'s.--.0." .-..0 7o tOptibidfrt,2ti:6 th5.6-tolitiorisirAvr:04,,,.1175.ipptiori410 — ..(:::;:i.tx .;, ,c,::ii,?...:t.iy.,...::::........................................,.. : -irik:1)460(t)Otion VI,,. -...ku.. 0:.(00110nV1)..'42,:]::.:,....,04-...t.l. 5: 9ptp ).,....,. ....,,,,......„,,,,,,....t.. t,„... .„.,...., ..... ..._ Symbols used: r.equals >greater than <less than z greater than or equal s less than or equal • --•••••>•• UPDATED MAY 30,1991 Page 2 of 6 n 0 . COMPLIANCE !iEl'::!1Eilel:'ll:':•ii4.9'91,:gi!W:.,SEC:it R ESL°EN II AtigC0114 P LI A Af CEEE:;CHECKLIST INSPECTION IMPORTANT: Please supply information In the shaded boxes and check the APPROVED Fa, appropriate circles. Disregard topics that don't describe your building or 'a equipment. DO NOT place checks in the two left columns. Ti,,,,i„,„„,„„::„,,,i,,i„,,,„:,,,.„.„:,,,„:„,,.:::,,,,,i::,i,i,,,,i:Em•i,i,,i,,],i,E,E,:,E,,,E,i,iiim,i,,,E,:Ei,iiii,i,,Loi,:,,,i,i,:,,,,,„,„::„,,., ifisAmiNg3,.:ettEsglitopplfspoz, 1=i 173 0 GlazidgiSkyligids-by tyP.S.(S.302) yk•41.5:!.;.:!!:0?.:'''Ikt See the Washington glazing directory ):-.!f.......... ..., ...._ II! No. Manufacturer Frame material #Layers Model# Area (Ft2) Uo value Tested? ;.-!. 3 nat-icf clAd of*yLA-e.}2. 9 5°56 1 5),3= 4.5 U. EP) Yescb 4 i indlanok 0 tnoial 2 602‘ 15 U._ta Yes® ; . ft3 PettAlcvok OurutiA 2- V60 30 2ie 3 = cio , U.b5 Yes(n...,v Ip-, mosevrA ovruert 2 3036 16.5,16,... 3 U.J.)2_ Yes@ .. 1 ' filLickflitA Uvh-taA 2. 2-60 1 n u. SS YesG ::1, ( 0-10.@orrii 0 vni-,0 Z .2°2° Li u. 1 .) Yes( ,., c, II 2- rru.,110-0 0 vy..9A, 2- bo 3‘' 2H-27_ L-12_ U. IS Yes@ 4ft ' 1ki,__1 PAA-19c,knol l)u-ru.)A . E soim, -Is u. Lis Yes3o Ek a avArrinc11 uvruiA, z :29 lb --7.3,2_, 1H u. f-E Yes9 ! : U_ Yes0 :14 , ci ED °Single Glazing (No more than 194 of heated floor area before doubling,S.602.72) U. YesU .,„ ... ..... : Type: No: Area: X2 U. Yes° ,1?: Type: No: Area X2 U. Yes@ ir );,....k.:' GI c CD Untested Glazing (use only default U-values In Chapter 10,S.502.1.5.1 (4)) .:. . m Type: No: Area: u. 01136W.d g: N Type: No: Area: u SleS 0 —1/4\-eit,AnW4g00.:0 TOTAL GLAZING AREA (Add.antlTeoldmn).„.,.......... ,,,,...8)cio.6 G Ogincertesea m a":,"4?,,,c,:mivei.insh.n.,:tavewin,..attoksis.:.:*:i.,,,n?,*etssizraw,,,_:::".46,,iviseptratf.250+,410,!:.T.I .; ,mic:omtettGOMVMeziatgahltgat.VWWS"*;;*Vhf;:4"btt: vnxP"t' cl cl COMi*::1001,;a0,00410*,4001g#1)10.4WASIO*14,0401401;alialligin Rig:00:401Atti*Sfe40:14,0031,0010W040,1eltOgtitenit M:MOIttiiltilittii0iiiilititiatsail.kia:a-aroliiiiffittirtiolkaKo: riisSe400:010":!ii: liCiaitS143t6illigrngliiidiadaiiiiiafit t.',AOINISS(0.06410Tipelateigii0 Marniglettig'014:SWOOti!littli*St0011.001096iSIORMENERIEREM:k;' ;.g.MdAROPX-gRaftgRAdON104404M40010gigliONNOWIEWORMNIgggi o o OrpootoilitiottottititotOttotatosiotioittilworotostiniia-vonaMMOROOR:: ;:tik , o 0 OGiazing air leakage(S.502.4.2(c)) measures shall be met as follows : Ofixed site built:stops with sealant. ['operating site built:weatherstripped with closer 1=1 CI BConcealed Insulation shall be placed: IA behind shower/tub 5)behind partition studs/corner ci r:ZI OStandard air leakage(S.502.4.3) caulking is complete and Installed In the following locations : 1) between Sole plate/subfloors 4) partition stud penetrations 2) wiring/plumbing/duct register penetrations 5) light fixture/flue penetrations 3) rim joists/mud sills(heated levier floors) 6) around window and door Ire—— Page 3 of 6 ''. COMPLIANCE :i ::41::$74:991Iii::::W.SEC:RESIDENTIALIi',E:COMPCIANCEOCHEQ,COSPREQUIRED REgosi .............................................................................. .... . . . ......,...........,. .....,......,... .... ....,...............,........................,,......... ............................................,...................,............ ::: ................................. . .. INSPECTION IMPORTANT: Supply information and check appropriate circles in the shaded APPROVED boxes. Disregard topics that don't describe your building or equipment. DD. NOT place checks in the two left columns. ER AMING:PH ASE(Ctinitatied) : I=1 CD 0 Exhaust ventilation shall be provided for each dwelling unit as follows (VIA() S. 302): . f. .. ....... .. .. ... , . . .... . . . . . . Location Minimum at .25 w.g. Mfr./model Fan label CFM(.1W.G.) ,31 Kitchen fan 100 CFM BROtqllt L.:,:. 1. Bathroom fan( ) 50 CFM ‘i 14 ]: 'R Bathroom fan( ) 50 CFM ,„ %, .Lip ,...s tg Bathroom fan( ) 50 CFM o ‘, ..., cb. :* Laundry fan 50 CFM ..L 0 50 CFM (1-2 bedrms) 0 Whole house fan* •31 80 CFM (3 bedrms) .t? (choose one) ;. 0 100 CFM (4 bedrms) - a..?::::;:!i...;,:.iiivi,..:2.:.: -........................;:i:......................... ........... MLWMOAMt ................................. o :;44. 11!Li4 -c*b,(La:t.;i;.!::3:i2!:5:4:'':..ti:Z1:•S:P:. , CI C:1 crWiojejpg-0:,:klap 0,olgo..01# .......... 41:Kjippot 9SKootitavvo:5Y00.ft,_0:44,40:Kkgt:004:', 11:i...4e,stiAt*O:*0.001tir.0***. :*!.10.;,!104.4;:fAnatfi0;;;OPOPIti.jAtt011!*JOiOkOtkr:040.0.................................... ci ci *(!iiiik:4lt#40,0*.f..4112:04.,00.,00.nifriSly::::.K., 40:0Ple.5ctlitig.P.041.0:00:t!.;:c29gMatice#:i:OVACW: Whole house.......................................................................................................................................................................................... -OS:ii:l.''''ic.'' '.. .1....... :q• ;:.-4::::.4.:::'::fiiZtt.:'.......t...................................SN'.:::*i:i::i.................................i;',,Y,!W&:4,,VAM!-1:::!.1.1:ignsWir,:atfiig,:::.1:::1:0;n4 ::.iii,,:;:,', .4.1.V.19011:00:;.Qt..;.)..................................................................................................................................................................................................................................................................................... i3;:fligi:1018C*(Ctiiiiii:fiitil.Ri4W00.1:1410.44#00.00aaMata.'iliiiig:.;1:::.Mggiglaggegnii;:ii.ic...... .. .::::.......................................................................................................................................................................... CI En eintegtettidifOro0441rItitnaci:Voatilatiolf klAnicia:403.21,12(bWOhaftfuraynchrohized:lefl.;,:ila7= aggiwitkaMiliOttitadolanVithipplitteCphlairto.thateltingt;: i?,..p.:.-.Oak :::::ye..0:tceuimix.svez.<.::.:,..i. **W Illeaniliarsa0004004.1/14440:14, 144,1j1I gh.RO014: eg:04141:0 ittithiggiii.00::iiitagilKiti&itPiCkt*Wititgfal#C400:51:IASOlat**10:4'atitieSS: gtiNattlifeitkiiiiiEttiiiifiiiiiiiiigritiiiiiiitakitt441009:1Staiitoitateibiekugm: Utfli?4,:494000100,01$0141q*Mq10016cEPPolat IP::0014.0rOtrealit,akatt90414K,P1:110frombaelE .ws:A,,,nax.w. ::::.:::m;:w..................................................................................................................................................................................................1::i.K.sti cm in tj Mechanical ventilation fan ducts shall be 4"and properly sized using VIAC),Table 3-3. CI rn0Mi4ctoV,7 ml,0.:ig.;;:!;,.'.1:',,1 .:16.i440.1i 1it,tifit.iiiiiiiiiillItakiin4. 4.6*..3iii.iiieii4lit04t01. 42111. 4. 4.0i4:g5i1s10 [4414dietntl04*01*Aa000400040401004;g4i.thy,0m10bi4.t10t5i0F.O11.tg. 0g.m0a04040 S EgL :1 %ttttiiiioliiitmiiiibtettiiiitiiga . ss*4ffithokoNf 64itiiiiiiitittkoiiisvootoiK06kimicmAo6:EgN1/4,:m6:j:::o:oi:0ga1N6:i ' ci 1=1 4 E ' icej. aiiiitiitiliaiiiiiiiiiiiiiirialitiOWMfaigfiregiathiMiiiificSaiiii4iiiiiii:AP.i in o litqw.1.4,14100:0101:iiii,*S.40.0iSSOiletiOSISSIttlESPO .*; ,4ii7..i1000:00*ISPRittiTt:01-0.01.4:4;l0:41004t,tembelltravisonsm*:!,:o Gt rg § WS ';1:10:44t04$40.1)10M.4.400t4P:: .41W .....49.40.0.MOSOfSIALO,F3Ntibeivertalmmegoni Mg IthiSiritialftattOokilid:bil)taMS0104Steeitiatitaackedb44,SEWSSegerMO: . wArvi;,xgetosimiiatiscwiitimebigiviiiiawoogifioectotiotiriirepatAtow4atiAagtitot:oa "i:ctt:,,, , 4: ::,:ipvt..,;:::::.:-.!:-.H.:,:..i.,.:: ::,,,,i.:..;4.1,i,:luwko,.4(i..s..,,P.ifv:,7,4:p:Imitama,z,:s.„::..t.(4:-.,?:);,i1:(di;ii:',..;R;FG:otgg,:,:::,:i:i;(**-FP.:)::ta:i:i, . WSEC Framing phase requirements: Page 4 of 6 ) Inspected by Date ., (-Th 0 . \ i COMPLIANCE COMPLIANCEIMEN1-9911WSEariESIDENTIAE CHECKLIST A oniami i;im wilT m 1 AN ps pp RE grEoDN , IMPORTANT:Please supply information in the shaded boxes and check the appropriate , ' pr circles. Disregard topics that don't describe your building or equipment.DO NOT place checks in the two left columns. 1 ,.:, ::,:•,:„,,,,:,,::,:,:,:w,*,:„,:,*:,,,,:,„„,,,,,:,,,„i,„„„„,,,„.,::,„,,,„:,:: MISULATIONPHASEZM 0 0 M Exterior slab insulation, if not located on the interior, shall be R-10 (Table 5-1,6-1). 0 0 Exterlor slab insulation material, if present,shall approved for below grade use Li 0 atli i."iiteN''O r1 iiii 0 16l4 , „ ei3 , ,04:0164Writc*40kgtkintW6n(0,1S1t1a5. a. OfV. iASl.0a 3l)Sa p kitia0 0Qt*Sn*Wti0i0 J 01OM t oi l 4:-0 Rf 0at 1 lat, #141 IA"Sag Stab MOiaftg.00*i 0 In SVOR. .,31:10,0MI gig****,!ISA%Mie Se taidata 0 0 Evisokowinkiintiakteispoihotioolopitoodid*ove.oesvoorpstiniastotow f:aziamagasitaN:b.:iimettessmitistonosa,*Emti.g.i.cok.citta.akarii.*aiNs,p131 0 0 a Skylight wall insulation is installed and equivalent to the required wall R-values above. , em-<",v,,:e::!:t.www.egg.winzw,,:wp.emwstammtwi.cwanameyesrets:imwiczawfizaRias::?.i:e0Am:: 0 I—I E.U.A.19,94404,Trk9MPAY Pg90,3TPWARWATR3PYWI3:f.W.IFfanfact1111-9P..”11..Per,./Wf',alas!. mit.„,„LegewrnalliptWaz Ppi.fOlifig***11001Sittilitiiilentag egymnicar )?aotolvosteittlimoopolooksitio -igowszomifistimmia -,..”tvaggstr- nsistitatitunhntaiiiigairsiitzt batt-i -,0...,:t-r• Dikes , somnr:. ,„,,,,,,,,,:t.,....,.,.0,„.. ,..,..,..,.„..w,..„.,„t„:„÷„...„,,,,:,..:::....„,,•:, :JA.---:-..:;:v. .*:?•&.5.*-*. I),;::::-g-<*,."-A,MV :A.-MVP-Mg ' Migglitic Nelf*****4010001:****Anit;.:WISOIRS laSOPS i WentikeiW *.lait4SailiflatagelaftlittealltingSMS14tetigg k Aatgatsa:€1:VAS:rNIQ:;:w!letsnizaFazcak1.00:l::**SkneeMPIllenOgq,:MntiRa; MYSItagitgir ::tali!.?ligrOCW•1•:*•74494taWSIMT•Ment.MtiMfiektosicanAV•alAtnia 005•104:a: CI D al#4114010. MIOISiiitti#010#M00. Plefiftetten grAtinatt sea 0 0 eatigni)00P.4.04404049,00.1***110WACSISOSP*MtA.C.),ASPI4ft teMinialt4 MSOMMOilialt.***MnatiffigiintittiOnkteatariti t Itt" ISA . trte...itv.wkodir,ieLtup-":00,..,:inazwii5iwtt4ttosw-4 .., tn.*- 4,,Arosta4;5: , qg e, a Nei:airs tee,i ea - .wiliS.,..;;Z:e. 4 :.. a' ::.,.'\WIEUkt.•40:". ' C:•..:.-•,. Nang4aN't, 1-...`,.,..a,:?Te"": 2..>.4.:...lrfS:xit...?.>.•ei ;N:eiiNSiltri';:,n'Ar.V.WW4f;COP5%,.gtei3O,S..*:*MatrAM'Ai.1. 4tnnh.t.00.3a,a.W.i."4:M P§NOW:tb.S.Paltlgt09.10PROOMORSOSN:avieS:::::en:Settinigeoto tQ>9fqundpurc iit!qi:Migete:trancitaa I 0 0 erStatifttar#04-ft414.000$00t#691.Or4004.00W. : :. „VAISW4.0". ' 40101,14130:0001,50-14$01010aptidoetilsorsai ::-,:y• :,i]::NagiV.; El D i'likellik#400:004100.****IVHOtIOASSO, lialejlta.A. ,qe.',72431611 0 0 1 1 .NtS*S*OtOt g':n#nifISIS(SISgSi#PMtt.$MTP,Tta."SkigrtPtn4tlt , 0 0 filt0tOgerotaeoreaSOWS1100,01a00001400110teklall' i KablaiSCIGAtiOdeetiSteniagancatke1060.04•WitatOte*J'att ' sso.„.,..,: .:itivi.t.,:eipwfoon.v.Apsv.: twa,„::AwammiciL;v:wat:4;:x.-ganv tammiiimevi?o.i.;.*.t.,;:wcs.m9fitantgewnie:,..:,:v.n.l.tt>it...)axgoivs:ei, ,:zy,aa,....,..:a.a4nAt,,,:e.,,,,x:r 1 WSEC insulation phase requirements: [ Inspected by- Date N } . ' ! 'FINAL PHASE , 0 0 Ojiiiialratii*Iiiiiquiati5Without***Wa4dOthiMporr410:99Asyn•130V:Aefgvc , '4 monyk iiiptiti:ivortm::Kottnioit ormr04R44sfamar.. *os.,•:410:nr , : :: (Options. . i * • ..", :. ,-,s, '' , ...- --..,`Avi er?.SAmiti.4:.>:, "yr ,44.1420%vi 0 0 esigeosio4agionitii;lklittSMNAAOS0104.nanS44)See *Table"Sir" OKOCPSAPROfflatt$,ISSOSOPItkigeentablik1/4..;:-spe.,,::::oae:,;.p.-,,,,A 0 El S,P0Atii:g0sAj#11.010930 *100.0.06010tak 0400504011403A440S1 , et tptincestiKO1) Rtaanat2rhiAncbasnA:it3petteeg,w0:4;Csbilim . nicaivieglVki?!z9A.!,NW:SOMMEC6!:.i:ii.if.4FaciWia!wattw::-4:1:!;:: :t:.:NP:w:Y.I.ga2gialstakot),E:.;0:w Page 5 of 6 , ,-, I ln \ OMPLIANCE 1991 WSEC RESIDENTIAL COMPLIANCE CHECKLIST REQUIRED U' INSpEcTiON IMPORTANT: DO NOT place checks In the two left columns. Ur APPROVED_z FINAL PHASE (Continued) CI 0 eD Exposed foam Insulation shall comply as follows (S.502.1.4.7): 0 Protected with metal or plastic flashing,or other suitable material that extends below grade. 0 Insulation is approved for sub-grade, exterior use and properly Installed. 1::1 ID &Airflow between fresh air ports and the whole-house fan ensured by undercut doors/grills (VIAQ,S.302.6.4) 0 0 eLoosefill insulation OK if (5.502.1.4.5): ci maximum ceiling slope not >3 In 12 inx 30"of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. CI CI EI6 mil black polyethylene ground cover, shall be lapped 12" at joints and extend to foundation wall CI 0 Clearances shall meet listed minimums between Insulation and (6.502.1.4.2): 0 chimney 0Non-IC rated recessed lights: 1/2"to combustables, 3"to insulation. CI I=1 6 ttic hatch shall be insulated to required ceiling R-value and Is weatherstripped (5.502.1.4.4) . 01 tm 7 Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) I=1 II exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). 0 in ED S F ervice hot& cold water piping In unconditioned spaces shall be Insulated to R-3(S.503.11) ci ci o Service recirculation hot water piping in unconditioned spaces shall be insulated to Table 5-12 ci ci Heat pump thermostat shall have progamable capability(S.503.8.3.5) I CI ci T.hermostat provided for each HVAC system with range of 55-75° F.(heating) (6.503.8.1). 0 ED Readily accessible,automatic or Manual means provided to restrict or shut-off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). k cl ED 0 •ntrols for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). CI 0 a hanical ventilation system shall have timer,dehumidistat,or switch (VIAQ, S.302.3.1). ID 0 0 echanical ventilation ducts shall have R-4 insulation In unconditioned spaces (VIAQ,S.302.5) ED ci a echanical ventilation supply ducts in conditioned spaces shall have R-4 insulation (VIAQ,302.5) 17] ci j-upply ducts shall have volume dampers,or the equivalent,to balance system(S. 503.6). ci ci upply and return air ducts shall have sealed duct joints in unconditioned spaces(S. 503.10.2). 0 o VAC plenums,supply,and return air ducts shall have R-8 insulation (Table 5-11, All options)ci 0 !ethic water heater(s) shall have(S.504.3) : g El separate power,or gas shut-off p 1987 NAECA Lable on tank 9 noncompressible R10 pad (unheated spaces only) 96Temperature settings 120 F. 0 CI &Showers and lavatories shall limit flow to s 3.0 gallons/minute (S.504.8.1). 0 CI &Swimming pools(S.504.5) shall have: 0 readily accessible ON/OFF switch(pump, heater) 0Pool cover 0Piping insulated to S. 503.11 0 0 E)All fireplaces (VIM),S.402.3)shall have: Fa 6 square inch combustion air supplyduct w/tight fitting damper directly connected to the fire box piTight fitting glass or metal doors. CI (:I hE)Solid fuel burning appliance(s) (VIAQ, S.402.2)shall have: ClTight fitting glass or metal doors 0Outside combustion air source directly connected to the fire box a Exception: Non-direct,4"diameter, dampered,combustion air source: allowed only for(1) new stove installations in existing homes where obstructionsprecludes direct combustion air,or(2) Central 1 heating systems located in unheated spaces. In ci DRadon monitor, printed instructions,and Information sheets shall be supplied to the single family dwelling or first floor units of multi-family dwellings by the general contractor(VIAQ,S. 502.2.1), — — Page 6 of 6 WSEC Final phase requirements: Insected by p Date ) November 8, 1999 Hansell Homes d 1601 William Way Mt. Vernon,WA 98273 RE: 3917 Copper Pond New Single Family Residence The following are comments and questions concerning the plan review done on the above- mentioned project. 1. Show beam sizes in nook, dining room and garage. 2. Provide beam size for front porch. Respectfully, CITY OF ANACORTES Robert Osborne Building Inspector RO:md A (chis form is to be completed prior to issuing the building permit) Site Address: 3911 r° v,�'n� P" � n Owner: Assessors No. on, Lot � y OK NA ET ❑ Fire Department Access ❑ 0�_ Fire Flow Required ❑ ET'_ Water Extension ❑ 4E�—�� General Road Improvements ❑ L_ Drainage Plan Approved ❑ Er- Variance Required ❑ B lat Facts and Findings Compliance El Fill on Site �ui-ther Cotntrieits € _:_ € €-� Zoning: R a- p, u, a Lot Size: a 3 i q 5,�--. Coverage Allowed: a.,1-1 & S. f. _-- Actual Coverage: 1, 34 o S, F. = a l o,(,�, Date: Block Addition if o�Ea r°n,,, n OK NA B—E] Fire Hydrant Located within 250 feet ❑ fl` Covenant Not to Oppose Future LID ❑ Er� Sewer Extension ❑ 3- Shoreline or Wetlands ❑ Ef� Site Plan ❑ Cl-- Covenant Approval ❑ CY Regulated Slopes EP'_�❑ Survey in File Plans Examiner: a p _Date: (signature) SITE ADDRESS: 3gll rO MA PIacc, ASSESSORNO.: PJM?23 1L4sw-0M-C64A-r,yV-) LOT: C(--1 BLOCK: DIV. ADDITION: PLEM I4AMSEL-L- WOM e�5 Mailine Address: 10001 WILLIAM WAY City: State: ZID: IMT. VERkVJQ WA 582-73 Phone No.: acoc-428- 40130 77, v77EpTy. YCg+. B :z I-IAm-:)ELL. U©MeE) Nadine Address: Mailine Address: I1n01 WILLIAM WAS( City: State: ZjD: City: State: Zio: MT VER K10M W X273 Phone No.: Phone No.: 300 -428- 40bO Contractor License: 1-1A"5E l Vto44hlA1 Contact Person: Je4 HQY)5ell Or W�nrJ- nr9lfa.v PhoneNo.: -�(00-428'*]P)o (Check One) Single Family: X Multi -Family: Apartment: Condominium: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other (Specify): DESCRIBE OF WORK: Street Setback: co ft. lst Side Setback: 10 ft. 2nd Side Setback: P5 ft. Rear Setback: ft. Use Zone: {� Type of Construction: C,N Lot Area:&,a ty sf. No. of Dwellings:!___ Lot Coverage: 1, 31%O I st Floor. Qi7'-i sf. 2nd Floor: -lqj sf. 3rd Floor: Sf. Basement: sf. Occ. Group: R'� Carport Area: sf. Garage Area: L4 (, sf. No. of Stories: sf. Building Height: Sf. Deck Area: c-7. 7,g sf. Project Valuation (Labor and Material Cost): I ( to, a uo (Circle Y or N) Shoreline/Wetlands Y %I Water on/Adj. to Property Y Soils Report Y Sensitive Area Y Latecomers Agreement Y Fire Hydrant (250 FT) Y Variance Y Covenant Y THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF TIiE'ti OTt�MDING CODE, AND SHALL. EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR jCH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER ALL PROVISIONS OF LAWS AND ORDINANCES NRPG YktS TYPE -00 WORK WILL COMPLIED WITH WHETHER SPECIFI R M IS,FOR INSPECTIONS. SIGNATURE: i DATE:,0-0'e�q SITEADDRESS: ?�q I-1 ('r)oa�,l ncA PIQ(D- ASSESSOR'SNO.: Pf®8,)23 1yb61-Cxo-GuL{— GY270 LOT: 15'4 BLOCK: ADDITION:Prr w�I isi.'..".;::<':';::; t:?,>:;::`r:€:."::'k`,Ci1?�1R€';^>.'::;i.�::":'i?::>':::::::::;.;•:•,_s,._:a':; s;;.;t:':;::::?::>:i.:3:::s ...,:_:.:..._ ....:ii€i'' :;:<._, t_::'::i-<s';.;:>-;:. Name: W AK DELL, Wn" S Mailing Address: I Con I W I LL.I A M WAY City: V4T*, V F -P Q OKI State: \LLA Zip: spa- -- Phone No.: ?moo O-4 2g -4nPIn Name: E4AKJE ELL, [AnHES Mailing Address: I(nnl WILJ_IAM \AA -r City: Mi VERKIM State:- l�Zipg Phone No.: -- C(co - 4 2,t(:� -40 AO Contractors License No.:-WAM,.e F I k U44ALA THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COM�TH PECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTION/. q' SIGNATURE.R / DATE ��:-r=:'s'.':•:r]�[".:..:.:,:::r::'r":;;::::ir.'i4.:'.Jrti:�ft>s€:'i?.'`:'.r=?:?:'::`:r`.:.:::-'.:[:'::`.'::r€::::::.:.,::: 1�1>�. NO: Tvne of Fixture NO: TVDe of Eauioment 3 Water Closet 1.5 GPF O Air Cond. Unit HP 2 Bathtub O Refrigeration Unit HP ® Shower 2.5 GPM r Boiler BTU/HP Dishwasher 2.5 GPM (9 Forced Air System BTU J 3 Lavatory 2.5 GPM I E b I 3�� Floor Furnace I Kitchen Sink 2.5 GPM I I Wall Heater ( Clothes Washer ( Clothes Dryer Urinal 1.0 GPM I I Ventilation Fan J Drinking Fountain I I Range Hood 1 n Floor Sink or Drain I U I Air Handling Unit cFM n Slop Sink 1 0 1 Pre-Manf. Stove or Fireplace ( Water Piping I �j I Gas Fireplace l 2 Hose Bibs I I , Gas Water Heater Back Flow Prevention Device I I Gas Piping Other (Describe) I I Other (Describe) GAS: ELEC: OTHER: THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COM�TH PECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTION/. q' SIGNATURE.R / DATE Ty 0, CITY OF ANACOR' PERMIT CENTER .lit 904 6th Street - P.O. Box 547 q0r Anacortes, WA 98221 - 360-293-1901 Single Family/Muld Family Permit Checklist For Submittal Plans which do not contain the following minimum information will not be accepted for plan check. Project Address: ')I t `j Gon�,O(ala cn Date of Application: 10 f 1 f C4C1 Name of Owner: HCv"4,2d.,t t-kYnw..-gsr. Assessors Parcel No.: PJ6M22:i 1 4W-(irx) GS4-6CIoG Mailing Address:_ j_(20 t Lr -)"g a vn t r) tam, Lot: Block: Addition: t City/State/Zip: fYlcxur-+ t Zan m pn f i l U19 %9*73 Description of Work: AGLa � nxj-n� Daytime Phone No.: ChD- t -i 28- UO F50aA43.l4"Ce li NQ I Please place check marks by completed items, and cross out those that do not apply. [] Two Full Sets of Plans (Max. size 2406) 11 Complete Application Form(s) �[] 11 SITE PLAN (81/2x11 or 11x17 `[1 p Setbacks [� 11 North Arrow [j 11 Lot Elevations �1 11 Lot Coverage 11 Lot Size �] 11 Property Lines (Recorded Survey) 11 Easements, Streets, Alleys �] [] Location of Utilities [] FLOOR PLANS [ 11 Indicate Scale of Drawing E� [1 11 Provide Dimensions 11 Size/Locations of Doors & Windows 11 Label Rooms & Spaces 11 Indicate New Construction From Existing 11 Show Decks, Patios, & Landings Lj 11 Show Smoke Detector Locations 11 Show Attic Access(s) 11 Show Mechanical Equipment Locations 11 Indicate Bearing Walls �f1 11 Indicate Shear Walls 11 Indicate All Header & Beam Sizes, Species & Grade f1 11 Show All Plumbing Fixtures Including Floor Drains JJNNNUZEKaw� 11 Fire Resistive Construction Where Required [] Joist Size, Spacing, Grade & Species 11 Headers, Doubled Joists, BIocking, etc. [] Floor Sheathing & Underlayment 11 Any Conditions That May Impose Heavy Loads 11 Insulation To Be Installed ROOF FRATNIING 11 Layout Of Trusses & Bearing Points, Show Hips, Valleys & Ridges, & Insulation 11 Ceiling Joist Size, Spacing, Span, Species & Grade 11 Insulation 11 Ceiling Finish Material 11 Rafter Size, Spacing, Span, Species & Grade 11 Location, Size, Etc., of Beams or Purlins All Roof Systems Attic Ventilation (low & high) Indicate If Attic Will Be Used For Storage Show Attic Access Roofing [] Sheathing Type & Thickness [] Roofing Type & Weight (provichtd' e tD schedule if tile or metal) p Underlayment OCT 1.1 1999 Deck Detail Guardrail, Spacing & Heig l I L9?f G DEPT Joist Size, Spacing & Species Types of Connectors, Post to Beam, Joist Hangers Type of Decking Material ENERGY CODE COMPLIANCE Residential/Non-Residential Energy Code Forms. Energy Code Construction Details Applicant's Signa e' Received By: Revised 12/29/98 Elevai.,.. 0 Show All Exterior Elevations Including Existing Existing & Proposed Finished Grades from Property Line to Property Line 0 Show a Section through the Lot at The Driveway (to begin at the street paving or curb) [] Include All Additions To The Structure Such As Decks, Retaining Walls, Porches, Stairs, etc. Date: 2 OCT 11 1999 Bjj�_ .. - I� \ 11,, 0 Mechanical 0 Exhaust Fans; CFM & Sone Ratings [] Location & Size of Heating Appliances (j 0 Dryers �[ 'a 0 Cooking & Other Appliances {] ] 0 Range Exhaust Hood Stair Detail B 0 Location, Width & Headroom [] 0 Size of Materials & Species R, 0 Rise & Run X 0 Handrail Type & Height ENERGY CODE COMPLIANCE Residential/Non-Residential Energy Code Forms. Energy Code Construction Details Applicant's Signa e' Received By: Revised 12/29/98 Elevai.,.. 0 Show All Exterior Elevations Including Existing Existing & Proposed Finished Grades from Property Line to Property Line 0 Show a Section through the Lot at The Driveway (to begin at the street paving or curb) [] Include All Additions To The Structure Such As Decks, Retaining Walls, Porches, Stairs, etc. Date: 2 OCT 11 1999 Bjj�_ .. -