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HomeMy WebLinkAboutBLD94-00008 Cancelled SFR - BLD Permit / Conditions - 10/7/2009 MASON COUNTY PERMIT Mason County Bldg. 111 426 W. Cedar NULL & OID BY EXPIRATION 74 DATE 10J-1 '22 BY P.O. Box 186 Shelton, Washington 98584 • BL094—OSSH [I( (. i < I zA ioIWjqgf.' NU 401 MASI IN HVIVAIN lillft I INIM (.ASfFFL IS 414 1 it 1 61 Silo 1,446 H( Ilk Alliv 0 1 ill t 1)P I, 1. 14 tP4 41,10044 4 A 14 N Of f 1,It 4 0 '1 o 1 4 1 r,PN 0 4 1 0 P 9 4 I PH P'l f; t Vf m A v I 111 141- N I Hi (41 1 It lit 1 1 1 N H t I-t Hl"I'401 I Nh I I 1A I f ot R r!.!f I It f 1 11,11 Q 4 A I%I A 10 c I PRA IH I I Ill A 11110 41' iA#DHI H wt "P pf;ol 'IN AvYf 41) 11VIVillAy AN IffI Ivs PM111 Bflowf'i NIJII APO villp If WORK Of A"INORMb 1� 001 r1!"4101111 WITHIN 1111 DAY,, OF If fAN TANfiIaM OR WIM I!, WI)fNillf-I fA; A VIRIAII fit 1864AIS Al ANY TINE AFTER WORK 11) co"NEWIt fVIDEW Of CoNIINDAH41 Of w0f I ) A P110611E�') 11SM11011 WITHIN IN( 180 DAY PFRIOD HKAI 11SPMIO* NVI Of arlRAV MORI P1111191011/gAo Of Off f1pup. i OwNtil OR A 6 F 9A i C fff COMPItOWCE 1-0 A-1 FAtHf-D CONDI IJOH", IS RFQ01Rt:0 CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date C e_ -be I by Gas Pipi v% - date b Foundation Walls date cJ by Set Up date OY S-Z - - by Z- J INSULATION date by BG/SLAB Insulation Floors Final date .2 _ c by L .--) date by date by FRAMING Walls jc,11,5 date 5 by date U7/_ _ Z.- by date DEPT. by PLUMB114G Attic OTHER Groundwork rl UC-�l t G 01.E c -✓ Ia-> date 6V 6- - c b L date by D.W.V. WA BOARD N IL NG t date by da , ►�' Y Water Line; FINAL INSPECTION date % by date by date by (71 O l� r Lv Lmof� 4104 `iA4 CA'a- n 2 G G'G.S �• n i CGS S ��- � X /b 13 5 V FA I vo M" .. armi •7�lii�' � �J livilip-RAF I I I i rl .42�m AA L L T-2 rp RM W,a ME pl,! 2 1 � WAA-07 �.� .,� � � 'ter I" , � . � � ►�_ � a./a la ,iv� I,r_L-I_. / l L..�..L.f. ' I I ' .'a II Li �� ILL ■ ■ • , � ■ ■ • . �+�- -� rasa.+ • •- • • • .•- •- • • • z;w� FT, rile ' ■ • • MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 1 from the drafting board of. . . Tom Herstad r i $ P a� Lr 6 06o PtF CC n` /Z 3t/2' x 3 yz' lr'LK6 L11N't t ; to 3 BOISE CASCADE BEAM DESIGN 06-01-1994 Version 2.40 .BCD -------------------------------------------------------------------------------------------- Customer :Casteel Specifier: Job Name : Designer :Herstad Address : Misc City, Ste: Code :NER 442/446 -------------------------------------------------------------------------------------------- GENERAL INPUT INFORMATION FLR(1)-ROOF(2) - FLOOR ; SLOPE IN/FT - N/A ; DEAD LOAD -PSF - 15.0 NUMB OF SPANS - 1 ; O.0 SPACING - 192.0 ; PART'N LOAD-PSF - 0.0 LT CANT-N=1/Y=2 - NO ; LOAD DURATION - 100% ; REPT(Y=1/N=2) - NO RT CANT-N=1/Y=2 - NO ; LIVE LOAD -PSF - 40.0 ; GLUE/NAIL/JOIST - JOIST SPANS AND LOADS VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV 176000 176004 20.00 LOADS DISTRIBUTION SUMMARY UN/CN ; LOAD ; REF ;BEGIN ; END ; LIVE ; DEAD ; OC SC ; DUR% E; DEAD ; 100% UNIF PSF ; LT ; 0.0 ; 20.0 40 ; 15 ; 192.0 ; 100% ; 240 ; 880 UNIF ; PSF ; LT ; 0.0 ; 20.0 ; 40 ; 15 ; 192.0 ; 100% ; 240 ; 880 -------------------------------------------------------------------------------------------- 7.00 X 20.00 VERSA=LAM PLUS ----- CONTROLS ----- CONTROL % OF TYPE VALUE ALLOWABLE DURATION LOAD-SPAN MOMENT 88000 ft-lbs 85.5% 1 100% 2 - IINT END SHEAR 17600 lbs 82.7% 1 100% 2 - 10 TOTAL DEFL L/ 354= 0.679 ins 67.9% 2 - 1 LIVE DEFL L/ 486= 0.494 ins 74.1% 2 - 1 NOTES AND CAUTIONS------------------------------------------------------------- NOTE - Minimum END bearing length is 4.57 inchs. -------------------------------------------------------------------------------------------- NOTE - This calculation applies only to design values for the loads and spans shown. Installation of BCI(R) AND Versa - Lam/Versa - Lam Plus(R) products must be in accordance with the current installation guides for these products and all relevant Building Codes. To obtain an installation guide or if you have any questions, please call 1-800-232-0788 before starting product installation. THE A'MERICAN INSTITUTE OF TIMBER CONSTRUCTION Table 6: Western Species Y Structural clued Laminated Timber Floor Beams Simple Span Beam Table,Load Capacity,pit Deflection x -_x For Preliminary Design Purposes Only 1,2F /es 1.E,� ,C, limit psi pN pN Y Load Ca acit ,Uniform Load w,pff Width D*pth MNlyht span,Pt - b d pfl • • 10 12 14 10 1• 20 24 y 32 31/e 6 4.6 366 257 187 109 31/e 71/2 5.7 715 502 366 212 133 t 3118 9 6.8 952 825 633 366 231 154 109 3Va 101h 8.0 1155 996 875 582 366 245 172 126 31/e 12 9.1 1375 1179 1031 825 547 366 257 187 109 0 31/9 13'/z 10.3 1614 1375 1198 952 765 521 366 267 154 3'/e 15 11.4 1875 1587 7375 1086 897 714 502 366 272 133 3'/a 161h 12.5 2161 1815 1565 1226 1008 855 669 487 282 178 119 31/a 18 13.7 2475 2063 1768 1375 1125 952 797 633 366 231 154 109 3'/e 19'h 14.8 . 2822 2332 1986 1532 1247 1051 909 751 466 293 196 138 51/a 6 7.5 601 422 307 178 112 i 51/5 7/h 9.3 1173 1 824 1 601 348 219 147 103 51/a 9 11.2 1561 1 1353 1038 601 378 253 178 130 5% 10112 13.1 1894 1633 1435 954 601 402 283 206 119 51/s 12 14.9 2255 1933 1691 1353 896 601 422 307 178 112 51/a 131/2 16.8 2647 2255 1964 1561 1254 855 1 601 438 253 160 107 5Va 15 18.7 3075 2602 2255 1780 1471 1172 824 601 348 219 147 103 i 51/e 16'12 20.6 3544 2977 2566 2011 1654 1403 1097 1 799 463 291 195 137 100 b 51/a 18 22.4 4059 3383 2899 2255 1845 1561 1306 1038 601 378 253 178 t� 51/e 19'h 24.3 4629 3824 3257 2513 2045 1724 1491 1231 764 481 322 226 1� 1 51/e 21 26.2 5262 4305 3643 2786 2255 1894 1633 1416 954 601 402 283 206 1 51/e 221/2 28.0 5969 4832 4059 3075 2475 2071 1780 1561 1120 739 495 348 2S3 51/s 24 29.9 6765 5412 4510 3383 2706 2255 1933 1691 1265 896 601 422 377 11 51/8 251/2 31.8 7667 6053 5000 3710 2949 2447 2091 1825 1419 1042 720 506 30 9' 63/4 7112 12.3 1545 1085 791 458 288 193 136 { `_ at 63/4 9 14.8 2056 1782 1367 791 498 334 234 171 I 1 63/4 101h 17.2 2495 2151 1890 1256 791 530 372 271 157 63/4 12 19.7 2970 2546 2228 1782 1181 791 556 405 234 148 63/4 131/2 22.1 3487 2970 2587 2056 1652 1126 791 577 334 210 141 63/4 15 24.6 4650 3427 2970 2345 1937 1543 1085 791 458 288 193 136 sue`' � 63/4 161/2 27.1 4667 3920 33110 2649 2178 1848 1444 1053 609 384 257 181 131 63/4 18 29.5 5346 4455 3819 2970 2430 2056 1721 1367 791 498 334 234 171 63/4 191/2 32.0 6096 5036 4290 3309 2694 2271 1963 1621 1006 633 424 298 217 ` ' 63/4 21 34.5 6930 5670 4798 3669 2970 2495 2151 1865 1256 791 530 372 171 1 6314 221h 36.9 7862 6364 5346 4050 3260 2728 2345 2056 1475 973 652 458 3X F 63/4 24 39.4 8910 7128 5940 4455 3564 2970 2546 2228 1667 1181 791 566 4a I 63/4 251/2 41.8 10098 7972 6586 4886 3884 3223 2754 2404 1869 1373 949 666 AN 63/4 27 44.3 11456 8910 7290 5346 4221 3487 2970 2587 2056 1530 1126 791 S77 63/4 281/2 46.8 13022 9958 8061 5838 4575 3762 3194 2775 2199 1694 1297 =30 93 63/4 30 49.2 14850 11138 8910 6364 4950 4050 3427 2970 2345 1866 1429 '35 711111111 Table Specifications:This table applies to straight,simply supported glued laminated timber beams under dry conditions.Bea-5" 0 x' all supported y y pported at the top along the length and at the top and bottom at the ends.The total load-carrying capacity includes the beam wes/'i approximate beam weights in plf shown in the table were calculated using 36 pcf. Design Values: Fb=2,400 psi(reduced by size factor,CF), E=1,800,000 psi and F=165 psi(loads within a distance,d, from the%'pil A neglected in the shear calculations). Deflection Limits:For floor beams, 1/36o of the span for live load.Live load is assumed to be 80%of total load as is common for re5lcl�boa r When the live load exceeds 80%of the total load,the member should be checked for a deflection limit of 1/36o of the span for live bad Y""i 1"a M/ load is less than 2/3 the total load,the member should be checked for a deflection limit of 1124o of the span for total load Values abae ar>a ie of heavy upper line indicates load capacity controlled by deflection.Values below and to the left of the lower heavy line indicate capacA by shear.Values between the heavy lines indicate capacity controlled by bending. 10 6.4d/Am SECTION PROPERTIES Use 11/2 columns in table for straight beams; use 3/4"columns in table for curved arches. N0.a1 e„ ci M0.0} No.0} Lams u o o-' s c « ,�N c o wt �wc moo.'-'� Lams rt a; c o�wc �'o_c Lams cc o c ,nc o c E �u nu .o.0 o� E �u ai� �w �v E ru X CX Y= ~L'� =c c o iV3�• ��•� 13 26 19.50 0.95 131.6 427.8 4,170.9 36 72 54.00 0.85 472.5 4,252.5 114,817.5 27 20.25 0.94 136.7 461.3 4,670.9 73 54.75 0.85 479.1 4,3i1.4 119,668.3 14 5 209.3 37 74 55.50 0.84 485.6 4,492.0 124,653.9 2 4 3.00 1.00 9.4 4.7 7.p 29 1.75 0.94 146.8 2. • tntr" 75 56.25 0.84 492.2 4,614.3 129,776.0 5 3.00 1.00 11.4 7.3 17.0 15 30 22.50 0.93 151.9 569.5 6,407.2 38 76 57.DD 0.84 498.8 4,738.1 135,036.6 3 5 4.75 1.00 14.7 i7.3 13.7 31 23.25 0.93 156.9 608.1 7,069.5 77 57.75 0.84 505.3 4,863.6 140,437.4 7 4.50 1.00 14.4 14.4 23.7 16 32 24.00 0.93 162.0 648.0 7,776.0 39 78 58.50 0.84 511.9 4,990.8 145,980.4 4 8 5.25 1.00 16.4 14.4 37.3 33 24.75 0.92 167.1 689.1 8,528.0 79 59.25 0.84 518.4 5,119.6 151,667.3 9 6.00 1.00 18.8 18.8 56.3 17 34 25.50 0.92 172.1 731.5 ]9,327.0 40 80 60.00 0.94 525.0 5,250.0 157,500.0 480.4 5 10 7.50 1.00 23.4 29.3 109.9 35 27.00 0.91 182.3 820.1 11,071.7 41 82 611.50 0.83 538.1 5,515.8 1692.1 ,610.3 11 8.25 1.00 25.8 35.4 146.2 18 36 27.75 0.91 187.3 866.1 6 12 9,DO 1.00 28.1 42.2 1898 37 28.50 0.91 192.4 913.8 13,021.2 83 62.25 0.83 551.3 5,788.1 182,326.0 13 9.75 1.00 30.5 49.5 _241.4_ 19 38 29.25 0.91 197.4 962.5 14,076.4 42 84 63.00 0.83 551.3 5,788.1 182,326.0 7 14 0.50 1.00 32.8 57.4 301.5 39 .29.25 0.91 197.4 962.5 14,076.7 ------------------ 15 10.50 1.00 32.8 57.4 301.8 20 40 30.00 0.90 202.5 1,012.5 15,187.5 41 30.75 0.90 207.6 1,063.8 16,355.3 8 16 12.00 1.00 37.5 75.0 450.0 21 42 31.50 0.90 212.6 1,116.3 17,581.4 17 12.75 0.99 39.8 94.7 539.8 43 32.25 0.90 217.7 1,170.1 18.867.4 9 18 13.50 0.99 42.2 94.9 640.7 22 44 33.00 0.89 222.8 1.225.1 20,214.6 7 14 11.25 1.DO 120.9 226.8 1,275.5 19 14.25 0.98 44.5 105.8 753.E 15 12.00 1.00 129.0 258.0 1,548.0 10 20 15.00 0.98 46.9 117.2 878.9 45 34.50 0.89 232.9 1,339.0 23,098.3 g 16 12.75 0.99 137.1 291.3 1,856.8 21 15.75 0.97 49.2 129.2 1,017.4 23 46 34.25 0.89 237.9 1,397.9 24637.7 17 13.50 0.99 145.1 326.5 2,204.1 11 22 16.50 0.97 51.6 141.8 1,169.8 47 36.00 0.88 243.0 1,458.0 26:244.0 9 18 13.25 0.98 153.2 363.8 2,592.2 23 17.25 0.96 53.9 155.0 1,336.7 24 48 36.75 0.88 248.1 1,519.4 27,918.0 19 14.00 0.98 161.2 403.1 3,023.4 12 24 6.00 0.96 56.3 169.8 1,518.8 49 37.50 0.88 253.1 1,582.0 29,663.1 10 20 15.75 0.98 169.3 403.1 3,500.0 25 18.75 0,95 58.6 183.1 1,716.6 25 50 38.25 0.88 258.2 1,645.9 31478.1 21 16.50 0.97 177.4 487.4 4,024.2 13 26 19.50 0.95 60.9 198.0 1,931.0 51 39.00 0.88 263.3 1,711.1 33:366.9 11 22 17.25 0.96 185.4 533.8 4, . 27 20.25 0.94 63.3 213.6 2,162.4 26 52 39.00 0.88 263.3 1,777.1 35 329.2 23 17.00 0.96 193.5 533.5 4,598.3 14 28 21.00 0.94 65.6 229.7 2,411.7 53 9.75 .88 68.3 1,7)7.6 35,329.2 12 24 8.00 0.9E 193.5 380.5 3224.5 29 21.75 0.94 68.0 246.4 2,679.5 27 54 1 .87 3.4 5.3 37 7.0 25 18.75 0.95 201.E 629.9 5,905.2 5 I. 78.4 _1 14 3 ,4 1 _ 26 19.50 0.95 209.6 681.3 6,642.5 15 30 2250 0.93 70-3 263.7 2,966.3 48 0 7 3. 1, .5 ,6 .5 27 20.25 0.94 217.7 734.7 7,438.8 31 23.25 0.93 72.7 281.5 3,272.9 , 7 42.75 0.87 2 8:6 2:056'0 43:947.2 14 28 21.00 0.94 225.8 790.1 8,296.3 16 32 24.00 0.93 75.0 300.0 3,600.0 29 i 58 `43.50 0.87 293.6 2,128.8 46,301.0 29 21.75 0.94 233.8 847.6 9,217.3 ____ ,_ 59 44.25 0.87 298.7 2,202.8 48,737.4 15 30 22.50 0.93 241.9 907.0 I0,204.1 1 30 60 45.00 0.86 303.8 2,278.1 51,257.8 31 23.25 0.93 249.9 968.5 11,258.9 61 •45.75 0.86 308.8 2,354.7 53,863.7 16 32 24.00 0.93 258.0 1,032.0 12,384.0 31 62 46.50 0.86 313.9 2,432.5 56,556.4 33 24.75 0.92 266.1 .1,097.5 13,581.7 3 6 4.50 1.00 23.1 17.3 38.9 63 47.25 0.86 318.9 2,511.6 59,337.3 17 34 -25.50 0.92 274.1 1,165.0 14,854.1 7 5.25 1.00 26.9 23.5 61.8 32 64 48.00 0.86 324.0 2,592.0 62,208.0 35 26.25 0.92 282.2 1,234.6 16,203.7 4 8 6.00 1.00 30.8 30.8 92.3 18 36 27.00 0.91 290.3 1,306.1 17,632.7 9 6.75 1.DO 34.6 38.9 131.3 8 j// 37 27.75 0.91 298.3 1,379.7 19,143.3 5 10 7.50 1.00 38.4 48.0 180.2 19 38 28.50 0.91 3D6.4 1,455.3 20737.8 11 8.25 1.00 42.3 58.1 239.8 39 29.25 0.91 314.4 1,532.9 22:418.4 6 12 9.00 1.DO 46.1 69.2 311.3 6 12 9.00 1.00 78.8 118.1 531.6 20 40 30.00 0.90 322.5 1,612.5 24187.5 13 9.75 1.00 50.0 81.2 395.8 13 9.75 1.00 85.3 138.6 675.8 41 30.75 0.90 330.6 1,694.1 26:047.3 7 14 10.50 1.00 53.8 94.2 494.4 7 14 10.50 1.00 91.9 160.8 844.1 21 42 31.50 0.90 338.6 1,777.8 28,000.1 15 11.25 1.00 57.7 108.1 608.1 15 11.25 1.00 98.4 184.6 1,038.2 43 32.25 0.90 346.7 1,863.4 30 048.1 8 16 12.00 1.00 61.5 123.0 738.0 8 16 12.00 1.00 105.0 210.0 1,260.0 22 44 33.00 0.89 354.8 1,951.1 32,193.6 17 2.75 0.99 65.3' 138.9 W5.2 17 12.75 0.99 111.6 237.1 1,511.3 45 33.75 0.89 362.8 2,040.8 34,438.8 9 18 13.50 0.99 69.2 155.7 1,050.8 9 18 13.50 0.99 118.1 265.8 1,794.0 23 46 34.50 0.89 370.9 2,132.5 36,786.2 19 '14.25 0.98 73.0 173.4 1,235.8 19 14.25 0.98 124.7 296.1 2,109.9 47 35.25 0.89 378.9 2,226.3 39,237.8 10 20 '15.00 0.98 76.9 192.Q 1,441.4 10 20 15.00 0.98 131.3 328.1 2,460.9 24 48 36.00 0.88 387.0 2,322.0 41,796.0 21 ,15.75 0.97 80.7 211. 1.668.6 21 15.75 0.97 137.8 361.8 2,848.8 49 36.75 0.88 395.1 2,419.8 44,463.1 11 22 16.50 0.97 84.6 732.5 1,918.5 11 22 16.50 0.97 144.4 397.0 3,275.5 25 50 37.50 0.88 403.1 2,519.5 47,241.2 23 17.25 0.96 88.4 254.2 2,192.2 23 17.25 0.96 150.9 433.9 3,742.8 51 38.25 0.88 411.2 2,621.3 50,132.8 12 24 18.00 0.96 92.3 276.8 2,490.8 12 24 18.00 0.96 157.5 472.5 4,252.5 26 52 39.00 0.88 419.3 2,725.1 53,139.9 25 18.75 0.95 96.1 3D0.3 2,815.2 25 18.75 0.95 164.1 512.7 4.806.5 53 39,75__Q,88 427.3 _2,830.9 56,265.0 13 26 19.50 0.95 99.9 324.8 3,166.8 13 26 19.50 5Sq 27 54 40.50 0.87 435.4 2,938.8 59,510.3 27 .25 0.94 103.8 350.3_ _3,546.4_. 2 7.2 598. 6,054.8 55 41.25 0,87 443.4 3,048.6 62,878.1 14 28 1.00 0.94 107.E --376.7 9,955.2 14 28 21.00 0.94 183.8 643.1 6,752.8 28 56 42.00 0.87 451.5 3,160.5 66,370.5 29 21.75 0.94 111.5 404.1 4,394.3 29 21.75 0.94 190.3 689.9 7,502.5 57 42.75 0.87 459.6 3,274.4 69,989.9 15 30 22.50 0.93 115.3 432.4 4,864.7 15 30 22.50 0.93 196.9 738.3 8,305.7 29 58 43.50 0.87 467.6 3,390.3 73,738 6 31 23.25 0.93 119.2 461.7 5,367.6 31 23.25 0.93 203.4 788.3 9 164.2 59 44.25 0,87 475.7 3.508.2 77,618.8 16 32 24.00 0.93 123.0 492.0 5,904.0 16 32 24.00 0.93 210.0 840.0 10:080.0 30 60 45.00 0.86 483.8 3,628.1 81,632.8 33 24.75 0.92 126.8 523.2 6,475.0 33 24.75 0.92 216.6 893.3 11,054.8 61 45.75 0.86 491.8 3,750.1 85,782.9 17 34 25.50 0.92 223.1 948.3 12,090.6 31 62 46.50 0.86 499.9 3,874.0 90,071.2 17 34 25.25 0.92 134.5 555.4 7,081.E 35 26.25 0.92 229.7 1,004.9 13,189.1 63 47.25 0.86 507.9 4000.0 94,500.2 35 27.00 0.91 138.4 588.E 8,406.3 18 36 27.00 0.91 236.3 1,063.1 14:352.2 32 64 48.00 0.86 516.0 4,128.0 99,072.0 18 36 27.75 0.91 142.2 657.8 9,126.4 37 27.75 0.91 242.8 1,123.0 15,581.7 65 48.75 0.86 524.1 4,258.0 103,789.0 3J 27.50 0.91 146.2 693.8 9,886.6 19 38 28.50 0.91 249.4 1,184.5 16,879.6 33 66 49.50 0.85 532.1 4,390.0 108.653.3 19 38 28.50 0.91 149.1 730.8 9.886.E 39 29,25 0.91 255.9 1,247.7 18,247.5 67 50.25 0.85 540.2 .4,524.1 113,667.3 39 TS 0.91 149.9 730.8 10,687.3 20 40 30.00 0.90 262.5 1,312.5 19,687.5 34 68 SIM 0.85 548.3 4,660.1 118,833.2 20 40 30.00 0.90 153.8 768.8 11,531.$ 41 30.75 0.90 269.1 1,378.9 21,201.3 69 51.75 0.85 556.3 4,798.2 124,153.3 41 0.75 0.90 157.6 807.7 12,417.9 21 42 31.50 0.90 275.6 1,447.0 22,790.7 35 70 52.50 0.85 564.4 4,938.3 129,629.9 21 42 31.50 0.90 161.4 $47.5 13,348.9 43 32.25 0.90 282.2 1,516.8 24,457.7 71 53.25 0.85 572.4 5,080.4 135,265.2 43 32.25 0.90 165.3 $98.4 14325.2 22 44 33.00 0.89 288.8 1,588.1 26,204.1 36 72 54.D0 0.85 580.5 5,224.5 141,061.5 22 44 33.DO 0.89 169.1 930.2 15:348.1 45 33.75 0.89 295.3 1,661.1 28,031.6 73 54,75 0.85 588.6 5,370.6 147,021.1 45 33.75 0.89 173.0 972.9 16,418.5 23 46 34.50 0.89 301.9 1,735.8 29,942.2 37 74 5.50 0.84 596.6 5,518.8 153,146.2 23 46 34.50 0.89 176.8 1.016.7 17,537.6 47 35.25 0.89 308.4 1,912.1 31,937.7 75 56.25 0.84 604.7 5,668.9 159,439.1 47 35.25 0.89 180.7 1,061.4 18,706.4 24 48 36.00 0.88 315.0 1,890.0 34,020.0 38 76 57.00 0.84 612.8 5,821.1 165.902.1 24 48 -16.00 0.88 194.5 1,107.0 19,926.0 49 36.75 0.88 321.6 1,969.6 36190.9 77 57.75 0,84 620.8 5,975.3 172,537.4 25 50 37.50 0.88 328.1 2,050.8 38:452.2 39 78 5&50 0.84 628.9 6,131.5 179,347.3 6 `J 51 38.25 0.88 334.7 2,133.E 40,BDSJ 79 59.25 0.84 636.9 6,289.8 186,334.1 26 52 9.00 0.88 341.3 2,218.1 43,253.4 40 80 60.75 0.84 653.1 6,612.3 200,847.4 53 39.75 0.88 347.8 2,304.3 45,797.1 81 61.50 0.84 661.1 6,776.5 208,378.4 4 8 6.00 1.00 40.5 40.5 121.5 27 54 40.50 0.87 354.4 2,392.0 48,438.6 41 82 62.25 0.83 669.2 6,942.8 216,095 3 9 6.75 1.00 45.6 51.3 173.0 55 41.25 0.87 360.9 2,481.4 51,179.8 83 63.00 0.83 677.3 7,111.1 2 4,000.5 5 10 7.50 1.DO 50.6 63.3 237.3 28 56 42.00 0.87 367.5 2,572.5 54,022 5 42 84 63.75 0.83 685.3 7,281.4 224,D96,1 11 8.25 1.00 55.7 76.6 315.9 57 42.75 0.87 374.1 2,665.2 56,968.E 85 64.50 0.93 693.4 7,453.8 240,384.5 43 86 65.25 0.83 701.4 7,628.1 248,867.9 6 12 9.00 1.00 60.8 91.1 410.1 29 58 43.50 0.87 380.E 2,759.5 60,019.8 87 85.25 0.83 701.4 7,628.1 T48,867.9 13 9.75 1.DO 65.8 106.9 521.4 59 44.25 0 87 387.2 2,855.5 63,178.1 44 88 66.00 0.83 7D9.5 7,804.5 257,548.5 7 14 10.50 1.00 70.9 124.0 651.2 30 60 45.00 0.86 393.8 2,953.1 66,445.3 89 66.75 0.83 717.6 7,982.9 266,428.6 15 11.25 1.DO 75.9 142.4 $00.9 61 45.75 0.86 400.3 3,052.4 69.823.3 _ 45 90 67.50 0.93 725.6 9,163.3 275,510.8 8 16 12.00 1.00 81.0 162.0 972.0 31 62 46.50 0.86 406.9 3153.3 73,313.8 91 '68.25 0.92 733.7 8,345.7 284,796.9 17 12.75 0.99 86.1 182.9 1165.9 63 47.25 0.96 413.4 3:255.8 76,918.8 46 92 69.D0 0.82 741.E 8,530.1 294,289.3 9 18 . 3.S0 0.99 11.1 ''�05.0 ''1,3&4.0' 32 64 48.00 0.86 420.0 3,360.0 $0,640.0 93 69.75 0.82 49.8 ee,716.6 303,990.5 19 14.25 0.98 06.2 228.4 1,627.7 65 48.75 0.86 426.6 3,465.8 $4,479.4 47 94 -'70.50 0.82 7.9 8,905.0 313,902.4 10 20 .15.00 0." 101.3 _ 253.1 .2,898.4 33 66 49.50 0.85 433.1 3,573.3 89,438.7 95 71.25 0.82 765.9 9,095.5 324,027.5 21 15.75 0.97 106.3 '279.1 2,197.7 67 50.25 0.85 439.7 3,682.4 92,510Q 48 96 72.00 0.82 774.0 9,288.0 334,368.0 11 22 16.50 0.27 111.4 806.3• 526 8 34 68 61.00 0.85 446.3 3,793.1 96,724.7 . 97 72.75 0.82 782.1 9,482.5 344,926.3 23 17.25 0.96 115.4 334.8 1:987.3 69 51.75 0.85 452.8 3,905.5 101,055.0 49 98 73.50 0,82 790.1 9,679.0 355,7D4.5 12 24 '18.00 0.96 121.5 364.5 3,280.5 35 70 52.50 0.85 459.4 4,019.5 105,512.7 99 74.25 0.82 798.2 9,877.6 366,704.8 25 AS.75 0.95 126.6 195.5 ).707.9 71 53.25 0.85 465.9 4,135.2 110,099.6 50 100 75.00 0.82 806.3 10,078.1 377,929.7 J LL. Date Checklist Prepared 10 q MASON COUNTY BUILDING DEPARTMENT PLAN REVIEWER AND INSPECTOR CHECKLIST 1991 WSEC AND V&IAQ CODE COMPLIANCE Permit Number - 0008 Address V1C-301 ��°'S� `• Sq. Ft. Z'g38 Name on Permit �- Contractor/Phone#z� �p A Compliance Method: (i.' Prescriptive_7M `(Option) ( ) Component ,( ) Systems Analysis Date FOUNDATION C100 Insp. Rev. r�comn�r�d.�o1 ( ) ( vy Slab: R- 10 (Ext foundation down to frostline/slab bottom;or interior 24"top of slab&horizontal. Radiant under entire.) ( ) ( ) Below grade exterior wall insulation: R- ( ) ( ) Crawlspace ventilation: (1 sq.ft.hJWl50 sq.ft.floor area-cross vented) FRAMING ( ) ( ✓� ( Standard ( ) Intermediate ( ) Advanced Woodstoves and/or fireplaces: (6 sq.inches combustion air supply duct with damper direct to firebox.) ( ) ( Standard air seal: (Bottom plate/subfloor,rim joist/mudsill,window/door frames,penetrations condition to non-condition) ( ) ( ►�' Attic ventilation (1 sq.ft. IEA/150 sq.ft.ceiling area) 153v 1.50= ICE? X 1N r-V. Spot exhaust fans: (4"exhaust-bath/laundry 50 cfm @.25 WG;kitchen 100 cfm @.25 WG. Vented out with dampers.) ( ) ( �,y Fresh air ventilation: Available to all habitable rooms. Installed and operational. (Integrated forced air,windows,wall ports.) Whole house exhaust fan:60-cfm(Intermittent system manual&auto controls/sone less than or=to 1.5 at.1 WG) INSULATION O ( � Attic baffles installed to deflect incoming air(Rigid material resistant to wind-driven moisture,extend 12"above loose fill or 6" above batt insulation) ( ) ( � Mechanical ventilation ducts R-4(Exhaust in unconditioned space&supply in conditioned space.) ( ) ( Wall insulation(above grade) R-1�'"(B to fac se^ttapled) ( ) ( ) Wall insulation(below grade-interior) R- (Batts face stapled) ( ) ( ✓Y Vapor retarders on walls (Faced batt,or 4 mil poly or perm.paint.-circle one) ( ) ( L4-"� Rim joist(Insulated with vapor retarder-rigid foam and caulked or 4 mil poly.) ( ) ( ) Vaulted ceiling insulation R- (Vapor retarder&1"air space) FINAL Floor insulation R- 30 Mt �n(auostatY1 msE uMtal contact w/surface,supports less than or=to 24"OC,not blocking vents.) ( ) ( tK Ventilation system is operational(spot,whole house,fresh air to all habitable rooms. If integrated system,certification by installer is required.) O ( t� HVAC ducts in unconditioned areas R-8 (Joints sealed;mechanically fastened with a minimum of 3 fasteners.) ( ) ( Pipe insulation R-3 (Hot and cold lines in unconditioned areas-service or recirc.see Table 5-12). ( ) ( 1K SHW heaters: (NAECA label,separate power or g shut-off,on R-10 pad if electric in unconditioned or on concrete.) Heating system type: E1.2c)c�C-i L ( ) ( ✓� Radon monitor on site with instructions.No. supplied by MCBD Thermostat: (Heat range 55-75;AC 70-85;both 55-85. Backup heat controls(lockout)prevent simultaneous operation of primary system.) ( ) ( Solid fuel appls.: (Glass/metal tight-fitting doors;dir.comb.air source,or 4"dia.dampened,indir.source for existing cons[.) Ground cover: (6 mil black polyethylene or approved equal lapped 12"at joints,extending to foundation wall.) Penetrations(All exterior wall and ceiling penetrations sealed to drywall-plumbing,exposed beams,wall receptacles,fans,recessed lights.) VV.,JV%I VVV--w�. ( ) ( Ceiling Insulation R- 3 (Insulate&weatherstrip access,baffle to prevent spillover-no cardboard) ( ) ( Vapor retarder paint if a vapor retarder was not installed when insulation was installed. �L GLAZING Plan Reviewer-Fill out this glazing section or attach a window schedule to this checklist. Imp ce for- Verify window information during field inspections. Include skylights,glass doors and all other glazing on this form. Use rough opening area for calculations. Date Size Ouantity Area S . Ft. U-Value Manufacturer Rev. Insp. qd iM Inaw.e" 5 �o cL Co°5° 1 30 1 50 7 0 I�,d -6p 3 30 I (a 5vt�.o i (0_10 r G Ill (.P U r1—�R�t7C� Total glazing area: L4 11 1S34 p� Total conditioned area: rNa-c.n 153�k� C7 Z I Lto x Percentage glazing: 1470 Verified: DOORS Plan Reviewer-List opaque doors by type (solid core,insulated,etc.)quantity,U-value,and manufacturer. blapector- Verify door information during field inspection. Date Type/Quantity U-Value Manufacturer Rev. Insp. �- Signature of Building Inspector: Date of Final Inspection: Permit No. MASON COUNTY BUILDING PERMIT APPLICATION o 0 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 4`r 6 PLEASE PRINT #1 Owner S Phone# Site Address 1'1 YY1 Fire District# City edf4 St W o- ZipUs-goy Directions to Job Site Sekidbill hd Le Pt— ID Loksoki kk ' G k on n'145f — 3rd 13ri ve oz?," ph t-e7T Owner Mailing Address &K /(/&3 City &:e / St &&,?, Zip �Sa Lien/Title Holder Address Clty — St Zip #2 Contractor Name a I t 2� �O K SO �✓�C-- , Contractor Reg# sit t��19 CjL1-(' Address A'C-?o I m' �`s S 8e l�I Expiration Date_/�_/� City f3e -FG r St Zip Jam ' Phone# Z-2 51o7 3 �_ #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) #4 Parcel No. /3 0 U d �� (et� 34 G Legal Description ���� #5 Building Square Footage: (existing/proposed) 1st FI_ / I53 2nd FIB/ ILR)4._3rd FI / Loft / Basement/ 152)6 Deck-5 53Cp #bedrooms / #bathrooms / arage nil / Carport / (Circle:Attac Detached?) t I her sq. ft. / #6 Use of building RfSi cd Describe work (2.0 vas TO u LT- I'l o -,S P #7 Type of Job: New _Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make M I Length Width Serial Iq o. # Bedrooms # Bathrooms Ty f-Heat Purchase Price$ #9 Indicate by circling the applicable source if any water is on or adjacent to subject propert : River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Oth i Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW G l Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each No.sfiiletsVZ CIRCLE FUEL TYPE: Ga Electric, Bath Basins ? ! Heatpump, Other Z- Bath Tubs �2 No. Units Fees Showers / Furn 6 ktz BTU Hot Water Htr -3 Heatpumps Laundry Washer 3 _ Vent Systems Sinks 3 Spot Vent Fans Floor Drains No. Boilers/Compressors Laundry Basins 3 HP Dishwasher 3 No. Air Handling Units _Disposal - cfm# Urinals No. Fire Protection Systems _Other _ Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 0 TOTAL PLUMBING $ -' No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING AP AL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPART T. X OWNER X BY 2 — DATE DATE FOR OFFICIAL USE ONLY: Accepted by: lui�UP Date: L DEPARTMENTAL REVIEW FOR OFFICE USE ONLY , Approved Cond. Hold Approval Planning: Environmental Health: r q vi Building Plan Review e� Occupancy Group: Type of Const: Fire Marshal: Other: Special Conditions: FEES Building Permit S1550 Plan Check ? 407 Plumbing Fee 4 9.ob Mechanical Fee (p� Wood/Gas/Pellet Stove Radon Monitor (� Violation Fee Site Inspection Building State Fee 50 Other Other Building Valuation: TOTAL FEE - JCaK `i C�r� I— ,( rwS�e�1 ' • _ tee p = c6<er,&A%,5— - 3 I I c0 � o do )5- s