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18701 58th Ave NE_00522_2026
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(n U �' d U Z U U E y a� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ o m a a o P m c � o o § w C E ; $ _ § CL \ / ƒ cn ) \ e o t g c R E = d 0— 2 ; [ \ S S S S S S ƒ q / f / _ c 2 < S , rr dkA \ a70 e 5 i \ � o - § / % / } � E E _ f \ { 4 W IN, \ = 7 = E ` - _ CTj $ k \ / / - co Z cm E } a w \ O G § 7 «) E 2 M ) / \ k / \ I j ƒ 0 } § k ' § _ § » m 2 m & § / o k < o o = LL S S S S S \ / \ \ \ o = r z > S % ƒ ■ 2 # k § < f j ).W \ ( \ e , / i { ~ § E \ 2 2 ;\ k2 Q E t 3 0 / % 2 3 c a \� § m k \ \ A E 2 / A \ E 2 \ g Q k 7 , m g S S S S S El El El ElE a. k / ± BUILDING DEPARTMENT TEMPORARY OCCUPANCY CQ O d��S CERTIFICATE OF OCCUPANCY UNIFORM BUILDING CODE Sec. 307 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 18701B— 58th Drive NE Building Permit Number #5 2 2 NAME AND ADDRESS OF OWNER: Tract 10 Group Occupant Load 88 No. Stories 2 18701B- 58th Drive NE Arlington, WA 98223 Type Const. II_N Use IND Floor Load signs in place (per Sec. 2304 (e) — Capacity signs posted (per Sec. 3301 (j) U.B.C.) II Floor load and capacity signs, when required, must remain posted at all times. THE Office & Manufacturin _ HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH PROVISIONS OF THE ARLINGTON BLDG. CODE FOR GROUP B-2 OCCUPANCY issued this ,Thirty-first day of October 1991 e By FIRE OFFICIAL BUILDING OFFICIAL This certificate shell be posted In a conspicuous public area and shell not be removed,mutilated or obscured and shall be maintained In legible condition at all times. Any change of occupancy requires a new certificate. i bw BUILDING DEPARTMENT TEMPORARY OCCUPANCY 6�1 0 d"ClItfl S CERTIFICATE OF OCCUPANCY UNIFORM BUILDING CODE Sec. 307 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 18701B— 58th Drive NE Building Permit Number #522 NAME AND ADDRESS OF OWNER: Tract 10 Group Occupant Load 88 No. Stories 2 18701B— 58th Drive NE Arlington, WA 98223 Type Const, j j_ Use Floor Load signs in place (per Sec. 2304 (e) — Capacity signs _ posted (per Sec. 3301 (j) U.B.C.) Floor load and capacity signs, when required, must remain posted at all times. THE Office & Manufacturing HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH PROVISIONS OF THE ARLINGTON BLDG. CODE FOR GROUP B-2 OCCUPANCY Issued this Thirty-first day of October 1991 By By FIRE OFFICIAL BUILDING OFFICIAL This certificate shall be posted In a conspicuous public area and shell not be removed,mutilated or obscured and shall be maintained In legible condition at all times. Any change of occupancy requires a new certifleste. 4 DRA W A66 I�J r/L-rEA 77/0 i J S sT M rod- Trz A C.7- a� i n.0 0 rT Po gk/r are .j/JQ41;'-por4, ► y _rl /Z- aV7 a� ooS�✓, atG �c.� /i%� tr.7a � r%% 7`.iga �:� ire Crew ru o �7 sot �s 14-9 The, s �'� /s f'r�5���+ G�Co,-ed end le::;)ra c '�r�' . , • ZIP ��, l�'�o - �Ms'. � � �rrg�_ - Il/O'i/i: �N�►+ol�►�u 5. Vt1. M. 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FILE CITY OF ARLINGTON WA%x'& SEWER DEPARTMENT APPLICw,,ION TkL)_�-C] Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at 18720 SOth Dr NE i_n or near Arlington, Washington, for which I agree to pay in advance Lot 10 Arlington Airport Aeronautical Park and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: Engineering Fees. . . . . . . _ d-) Water Main Extension. . O $ Fire Hydrant Installation _ v1 Street Repairs. . Tap-In Charge. . . . . . �-. . Line. . . . . . . . . . . ro Equalization Fee . . . . . . . . N $ N 4# Water Service Connection Charge (Metering Charge) . . .� meter $ 475 00 . . . . . . . . . . . . . . . . . . . . Sewer Main Extension.Ei . E N Sewer Main Reimbursement. - Side Sewer Permit(s). . . . . . . ro . . . . . . . . . . . . . . . 3 "{ Sewer Service Connection Charge . . . �{ . . . . . � Total. . . . . . . . . . 1975, 00 I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, Tract 10 Group t Ave NE Arlington 'WA --with have all accounts for water kept in his name under Account No. 187 with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. - i0 e-. q'7 �••► OWNER _'jr 9Z / O ` Z0 'r y .� i r Y i PREVIOUS REPORTNo. IV(, ���' I�fl 56060 CASCADE TESTING LABORATORY, INC. DATE / CERT. NO. TESTING Be INSPECTION/ENGINEERS/GEOLOGISTS /./ �i/�J—_lii 6-^ 12919 N.E. 1261.+ PLACE J / Y KIRKLAND, WASHINGTON 9B034 (206)823-9600 PROJECT -yip •/ _/ EVERETT 12061 259-0817 'A kci / -/I�j� C 'TLC LOCATION A/ 7 TO: 4i /(✓ /Y 2-6 �l /rGi I I✓ ' 1 BLDG.PERMIT NO. OWNER WEATHER TEMP. <t ZAT AM 7f?i r A,ll L AT ENGINEER ARCHITECT ATTN: CONTRACTOR AS REQUESTED BY: THE FOLLOWING WAS NOTED: �/� z /Y%T All 17' G G9�Lc t A,' �r 11 /f A�i�� .�.v r A e 1T A A1*01c Ate N /fit, / � �/4 m all �Ci NI /✓f 1, c.�/1 lilt' r /�c,d �s�.d��1 4r C'/ S .C,-Z 00A/Av'a-r o.c/ f '6, A /✓ k k-1112 G G G/Z ,�No`'p' K/ Cj>�.ylt/�G .a'iyC •%?f?1� G Z r,A/r- g Ad Ad _o GJ� /N ♦'O l 10 Q`gss O PEp� E OLPN P�J� PQ� P� a y�P SO O F Q�lok 17 SEE TEST REPORT NO. HOURS ON PROJECT Os�g TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: - FIELD REP. e� SIGNED: MILLENAAR WICKS > . ,P. S . JOB N0 .7, SHEET OF 1624 GROVE ST. CLIENT '5rr0PPAp-10 ^jpi!GRAF'r MARYSVILLE , WASH. 98270 PROJECT PROJECT# SUBJECT 206-659-7718 BY J DATE F. i j �—i— '--L— �i�—I------------- — - INA ��N i I I 1 i I I 1 I I I � • 16A i 1s, I i pi i I �; S/r5 5 J 14- 1/611)� OnWJ225 5A I I ? '7 I5d j I I a e a i I 1 MILLENAAR WICKS . , P . S . JOB NO .7, SHEET 2 OF 1624 GROVE ST. CLIENT STUDDp•�2D �12GR�•~=T MARYSVILLE , WASH . 98270 PROJECT PROJECT# SUBJECTxJL� 'SUPPO�T'S 206-659-7718 BY yt(Tr(. DATE - iI , =�I f - --- i � 1 ► I i I '; � I 2 - N -j- 2 Q i r , Ii II ( I I i � it : i� � � MILLENAAR WICKS P . S . .JOB NO . 7L SHEET 3 OF 1624 GROVE ST. CLIENT T67DDA2D AN;ZGeZAF=T MARYSVILLE , WASH . 98270 PROJECT PROJECT# SUBJECTj�� � rt15 , nti - L� TfZIM �M 206-659-7718 BY `)WM DATE 'at.aH-- Ara, J—i ...... ( I I ! � -f2r - 1l i � l ► I � i i � l c � i jlI I II iI ; I � i 4 v r Joists—maximum allowai_ clear spans(,) (ft-in)(continued) table 4 • floor loading (psf) size, Joist 10 dead, 20 live 10 dead, 30 live 10 dead, 40 live 10 dead, 50 live 1 20 dead, 40 live 20 dead, 100 live gale 3pac- uge(2) ing (in) 1-span 2-span(3) 1-span 2-span(3) 1-span 2-sparl(3) 1-span 2-span(3) 1-span 2-sparr(3) 1-span 2-spard3) 55SJ20 12 14-8 16-5 12-8 14-5 11-6f 13-1 10-6f 12-2 10-7f 13-1 7-6f 7-11f M 16 12-11f 15-0 11-2f 13-1 10-Of 11-101 9-1f 10-6f 9-2f 10-6f 6-5f 6-5f 24 10-7f 12-8f 9-111' 10-6f 8-1f 9-Of 7-5f 7-11f 7-6f 7-11f 4-7f 4-7f (1)Based upon allowable stress(values followed by 'I"),or(all others)upon live-load concentrated loads:all posts must be checked for web crippling(see table for deflection limitation of 1_/360,whichever is less (2)For joist designated with an asterisk bearing/loads) (3)Joist reinforcing required for a minimum distance of 0.1 span to ('),h/t ratio exceeds ISO,requiring USG joist web stiffeners at all reactions and each side—total of 0 2 of a span—from center support Fasten as required. JOIStS—maximum allowable uniform loads (lb/ft)(') table 5 simple span —,✓ size, style /e & gauge(2) 8' 9' 10, 11' 12' 13' 14' 1s, 16, 17' 1s, 19, 20' 21' n, ' ., 23' 24' *436W14', ..653-.562. 456—.376...316.-_..270,....232.:-202—V78-----158-1441—126' 114--103 90 86 79 115SJ14' 667 527 427 353 296 253 218 190 167 148 132 118 102 88 _,__77 67 59 115SJ16* 394 314 254 210 176 150 130 113 99 88 78 70 64 58 52 48 44 95SJ14 499 394 319 264 222 189 163 142 123 103 86 73 63 54 47 41 95SJ16' 404 320 259 214 180 153 132 115 100 83 70 60 51 44 925SJ14 480 379 307 254 213 182 157 136 115 96 81 69 59 51 44 925SJ16' 389 307 249 206 173 147 127 111 93 78 66 56 48 41 80SJ14 387 306 248 205 172 146 120 97 80 67 56 48 41 80SJ16 314 248 201 166 139 119 97 79 65 54 46 80SJ18' 203 160 130 107 90 77 66 58 49 41 75SJ14 352 278 225 186 156 128 102 83 68 57 48 41 75SJ16 286 226 183 151 127 104 83 67 56 46 75SJ18' 210 166 135 111 93 78 62 51 42 725SJ14 335 265 214 177 149 117 94 76 63 52 44 725SJ16 272 215 174 144 121 95 76 62 51 43 725SJ18' 205 162 131 108 91 72 58 47 60SJ14 255 201 163 122 94 74 59 48 40 60SJ16 207 163 132 99 77 60 48 60SJ18 157 124 100 75 58 46 60SJ20' 107 84 68 56 45 55SJ14 225 178 132 99 76 60 48 55SJ16 183 145 107 80 62 49 55SJ18 139 110 81 61 47 55SJ20' 1 105 83 63 47 '4r continuous two-span(3) fable 6 135SJ14' 563 488 429 380 339 304 274 248 226 207 190 174 161 149 138 128 120 115SJ14' 630 542 471 413 365 325 290 261 236 214 195 169 144 125 109 95 84 115SJ16' 334 289 253 223 198 178 160 144 131 120 109 100 93 85 79 73 68 95SJ14 641 537 455 390 338 260 212 ' 174 145 123 104 89 77 67 59 52 95SJ16- 389 334 290 254 224 f`$gg ' 178 160 141 118 99 84 72 63 54 48 42 925S,J14----rt- 637---531 -449 384,,._331.a 289 1 244 198 163 136 115 97 84 72 63 55 48 925SJ16' 392 336 291 253 223 198 177 158 132 110 93 79 68 59 51 45 80SJ14 594 485 403 340 270 '212 170 138 114 95 80 68 58 50 44 80SJ16 397 333 282 243 210 172 138 112 92 77 65 55 47 41 80SJ18' 195 167 145 127 112 100 89 80 70 58 49 75SJ14 565 459 379 299 230 181 145 118 97 81 68 58 50 43 75SJ16 391 325 274 233 187 147 118 96 79 66 55 47 40 75SJ18' 207 177 154 134 118 105 89 -72 59 49 42 725SJ14 .547 443 365 275 212 167 133 108 89 74 63 53 46 40 725SJ16 386 319 268 223 172 135 108 88 73 60 51 43 C r 725SJ18' 210 180 155 135 119 -102 82 66 55 46 t 60SJ14 437 316 230 173 133 105 84 68 56 47 40 60SJ16 340 257 187 141 1.08 85 68 56 46 60SJ18 211 175 142 106 82 65 52 42 3 f 60SJ20' 113 96 83 72 63 50 - 40 0 . 55SJ14 364 256 187 140 108 85 68 55 46 0 55SJ16 296 208 152 114 88 69 55 45 C'; 55SJ18 204 158 1115 86 •67 52 42 55SJ20' 119 101 86 '67 '52 41 (1)Based upon allowable design stress,or total-load deflection limitation of U360 concentrated loads;all joists must be checked for web crippling(see table for (values in shaded areas),whichever is less.(2)For joists designated with an asterisk('), bearing/loads).(3)Joist reinforcing required for a minimum distance of 0.1 span to h/t ratio exceeds 150,required USG joist web stiffeners at all reactions and each side—total 0.2 of a span—from center support. 13 tr +� v. �' Load-bearing framinc 5J-stud allowable axial ConstnJCtion loads (no wind or lateral loads) table 7B � c; - - ° c stud allowable compressive load per stud (lb) {.� clear height steel-stud section designation by size, style and gauge C r 51Pe' stud-55SJ 6' stud-60SJ 8' stud-80SJ �'C floor/ceiling bracing C hL (ft.) conditions 20 16 14 20 18 16 14 18 16 14 8...,„,..•,x�inona- —1.408'- 2642, 4091 5417 2096- 2901 4321 5751 3363' 4970 6545 mid-pt 2928' 4377 6513 8623 3092' 4457 6625 8806 4641' 6918 9273 C /3 pt 3237' 4719 7033 9362 3283' 4769 7110 9497 4887' 7309 9848 9 none 1126' 2131 3393 4557 1757' 2400 3614 4880 2933' 4339 5707 mid-pt 2182' 4215 6273 8289 3001' 4311 6401 8492 4524' 6735 9007 1/3 pt 3171' 4646 6920 9200 3242' 4702 7005 9346 4835' 7225 9724 10 none 924' 1762 2869 3917 1438' 1992 3039 4178 2464' 3669 4852 mid-pt 2620' 4037 6011 7929 2900' 4149 6155 8152 4394' 6532 8716 '/3 pt 3098' 4564 6796 9022 3196' 4678 6889 9180 4776' 7132 9586 11 none 775' 1488 2481 5443 1204' 1691 2613 3657 2067' 3114 4176 © mid-pt 2442' 3842 5730 7547 2790' 3973 5890 7790 4252' 6312 8401 '/3 pt 3017' 4475 6660 8830 3146' 4546 6763 9000 4711' 7030 9436 12 none 662' 1280 2186 3081 1025' 1461 2289 3260 1765' 2692 3662 mid-pt 2248' 3631 5430 7145 2670' 3784 5606 7409 4097' 6074 8065 1/3 pI 2928' 4377 6513 8623 3092' 4457 6625 8806 4641' 6918 9273 14 none 504' 989 1773 2573 775' 1141 1836 2705 1344' 2104 2943 mid-pt 1817' 3164 4785 6200 2400' 3366 4990 6601 3753' 5551 7336 1/3 pt 2730' 4158 6188 8172 2968' 4259 6321 8382 4482' 6669 8913 16 none 401' 801 1503 2239 613' 933 1542 2342 1071' 1721 2477 mid-pt 1408' 2642 4091 5417 2096' 2901 4321 5751 3363' 4970 6545 1/3 pt 2503' 3909 5826 7676 2828' 4034 5980 7913 4300' 6387 8508 18 none 330' 671 1317 2006 502' 790 1339 2091 883' 1459 2156 mid-pt 1126' 2131 3393 4557 1757' 2400 3614 4880 2933' 4339 5707 1/3 pt 2248' 3631 5430 7145 2670' 3784 5606 7409 4097' 6074 8065 20 none 280' 578 1182 1835 423' 687 1193 1908 749' 1272 1927 mid-pt 924' 1762 2869 3917 1439' 1992 3039 4178 2464' 3669 4852 '/3 pt 1967' 3326 5006 6587 2495' 3510 5202 6876 3873' 5732 7587 allowable compressive load per stud(lb) CS-stud '"' steel-shed section designation by size, style and gauge table 7C 31/2'stud-35CS 3%'stud-362CS 4' stud-40CS 6' stud-60CS floor/ceiling bracing hL (N.) conditions 18 f460"= 14 18 16 14 18 16 14 18 18 14 8,.. .;.-.r•none �-T739 972 1188 748 982 1206 769 1009 1239 853 1118 1376 mid-pt 1955 3180 4299 1993 3208 4367 2041 3278 4478 2163 3527 4902 '/3 pt 2249 3820 5520 2280 3875 5637 2333 3996 5782 2458 4251 6267 9 none 584 768 939 591 776 953 608 798 979 674 883 1088 mid-pt 1833 2841 3698 1863 2868 3755 1897 2935 3855 2022 3180 4250 3 pt 2181 3675 5290 2214 3734 5374 2272 3843 5505 2395 4007 5977 10 none 473 622 760 479 629 772 492 646 793 mid-pt 1685 2462 3041 1702 2488 3088 1736 2552 3173 1864 2794 3524 1/3 pt 2110 3523 4991 2144 3584 5070 2206 3673 5196 2325 3925 5653 11 none mid-pt 1508 2056 2513 1524 2078 2552 1559 2136 2622 1690 2365 2912 1/3 pt 2034 3366 4661 2070 3413 4735 2127 3485 4853 2248 3735 5295 12 none �L mid-pt 1314 1727 2112 1329 1746 2145 1365 1795 2203 1499 1987 2447 1/3 pt 1955 3180 4299 1993 3208 4367 2041 3278 4478 2163 3527 4902 14 none mid-pt 966 1269 1552 977 1283 1576 1005 1319 1619 1114 1460 1798 1/3 pt 1791 2719 3482 1811 2746 3536 1845 2812 3631 1971 3050 4015 16 none mid-pt 739 972 1188 748 982 1206 769 1009 1239 853 1118 1376 1/3 pt 1569 2186 2673 1585 2210 2714 1620 2271 2789 1750 2513 3097 18 none mid-pt 584 768 939 591 776 953 608 798 979 674 883 1088 1/3 pt 1314 1727 2112 1329 1746 2145 1365 1795 2203 1499 1987 2447 20 none mid-pt 473 622 760 479 629 772 492 646 793 1/3 pt 1065 1399 1711 1077 1414 1737 1108 1454 1785 1228 1609 1982 'The h/t ratio exceeds 150.Stud end stiffener required. 15 b l LETTER OF OSTERGAARD ROBINSON E? ASSOC. INC. CONSULTING ENGINEERS TRANSMITTAL 3705 COLBY AVE. #] EVERE71',, WA 99201 (206) 259-6445 BELLEVUE.: (206) 827-5854 TO : 49V1 DATE : .��/ �9 / JOB# RE Z 38 Al DAL U"/G TON �ZwaeT- 19_441AS rtOA/.GV"W7 VZ19g, 3 u�h ATTN : FAX# WE ARE TRANSMITTING : THE FOLLOWING : FOR: Herewith Site Plans Review & Comment Under Separate Cover Road & Storm Plan Approval TESCP Signature NUMBER OF COPIES : San. Sewer Plan Your Use & Files 47 Sets Water Plan Quotation Sheets Hydraulic Calcs As Requested Topography Survey Boundary Survey Formal Plat Short Plat Action Noted Preliminary Plat Below Legal Description Letter • 7 REMARKS : If you have any questions or comments , please call. Sincerely, -14cc 0, i �' �� x� f, �, �•1 International Conference of Building Officials REGIONAL OFFICE: 2122-1 1� DN 98004 • (206)451-9541 BOARD OF DIRECTORS ����' Y l OFFICES OF f JERRY J.BARBERA,P.E. CHAIRMAN (., REGIONALMANAGER WILLIAM E.SCREECHY,C.B.O. JUAN C.INCHAUSTE,P.E. BUILDING OFFICIAL REGIONAL ENGINEER COUNTY OF WASHINGTON HILLSBORO,OREGON FRANK S.NATSUHARA,P.E.,S.E. FIRST VICE-CHAIRMAN July 6, 19 f REGIONAL ENGINEERCHARLES J.WILLIAMS,P.E. BRENT SNYDER,C.B.O. REGIONAL ENGINEER BUILDING OFFICIAL PACIFICA,CALIFORNIA SECOND VICE-CHAIRMAN EUGENE J.ZELLER,P.E.,C.B.O. David W. A SUPERINTENDENTAND SAFETY BUILDING Building Of LONG BEACH,CALIFORNIA City of A r l i IMMEDIATE PAST CHAIRMAN 3 rd and O 1) CHARLES L.CLAWSON Arlington, I.. 76LLS DIRECTOR OF COMMUNITY g DEVELOPMENT ARLINGTON,TEXAS SUBJECT: FIRE RESISTANCE DESIGN FOR ALL RCHIERF BUILDING OFFICIALO METAL BUILDING FRAMING FREMONT,CALIFORNIA Section 4302(a,b) , 1985 UBC BOB FOWLER,P.E.,A.I.A.,C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE,TEXAS Dear Mr. Anderson JAN P.GASTERLAND,C.B.O. BSTPAG ,MINNEOTA CODE I am responding t0 our June 28th letter concerning the ST PAUL,MINNESOTA p g y PH proposal to apply drywall to horizontal girts at 2411 o.c. ILLIP M.HERRINGTON,C.B.O. DI RECTOR,DEPARTMENT OF and consider It the same as drywall attached to studs. BUILDING AND SAFETY RENO,NEVADA DOUGLAS E.HOOD,C.B.O. We recently heard of a similar case proposed where the proponent BUILDING OFFICIAL even went to U. L. to see if the would approve the alternate. COLORADO RIVER INDIAN TRIBES y pP PARKER,ARIZONA U. L. reportedly declined to do so because they felt that JAMES L.MANSON,C.B.O. the system would not perform the same as a stud wall system. DIRECTOR,DEPARTMENT OF BUILDING AND SAFETY COUNTYOFSPOKANE Therefore, either Domtar Gypsum Company shoiflrl pe)-fnrm, SRDONW.MURD CH,P.GTON new tests to prove that the system will work or the construction GORDON CH,P.E. Company should build the wall as tested with vertical studs. BUILDING INSPECTION DEPARTMENT SAN DIEGO,CALIFORNIA Thank you for your interest in uniformity of use requirements. MICR BUILDING OFFICIAL Please call the office if we can be of further assistance. BUILDING OFFICIAL CRESWELL,OREGON RON PERKEREWICZ,C.B.O. Very truly you s, DIRECTOR OF COMMUNITY DEVELOPMENT COUNTY OF KITSAP PORT ORCHARD,WASHINGTON ` JAMES R.SINGLETON,C.B.O. BUILDING SAFETY ADMINISTRATOR J r r y Bar ra, P. E. TUCSON,ARIZONA Regions[ Engineer RONALD R.TREMBLAY,C.B.O. BUILDING OFFICIAL I w b ASSARIA,KANSAS ROBERT D.WEBER,P.E.,C.B.O. c/Jon Traw, ICBO (w/encl) DIRECTOR,DEPARTMENT OF BUILDING COUNTY OF CLARK LAS VEGAS,NEVADA PRESIDENT JAMES E.BIHR,P.E. Main Office: 5360 South Workman Mill Road • Whittier,California 90601 • (213)699-0541 I ,' Domtar Gypsum DOMI April 31 1989 S. W. Gohl Construction 17527 - 160th S.E. Monroe WA 98272 ATTENTION: Mr. Steve Gc>" 1 It is our understanding t hat to provide 1-hour fire resistance to a metal building it is p 1 a nned to attach 5/811 Type to each side of 8" 26 ga _ horizontal girts which are spaced board11 O.C. n a fire test, the r i cmance of 5/8" Type X gypsum board applied P at r 9 ht angles to the framing should be the ormvertically.e, whether thWherenma i ri ming framinmbers are arranged horizontally supports would be re uir e d 9 is horizontal, vertical PP 9 at intervals not to exceed the allow- able unsupported height o f the partition. Joints in the gypsum boar d should be staggered each side. Stud spacing for nonload—bearing steel framed walls are generally 2411 o.cnd all ltthe fiests on nonload-bearing steel stud ons P with studs spaced 24" o.c. Very trul?Oa" r J L. Christie Manager, Technical Services JLC:kp 2101 Webster Street, Suite 950,Oakland, CA 94812.3027 (415)891.2800 Telex 171223 Telecopier 415 891.2807 r METAL BUILDING MANUFACTURERS ASSOCIA-Nr- , 46P N Exterior Wa 1 i s 1—laving One or Tw Firms R o Hours esistance Rating In bulletin No. 5 it is explained hove rates for metal buildings are affected IL, ur�ce wall construction. Bulletin No. 6 exl:�Z �Yteriot 1 Coln n protection rating could be improved by using i L�r3 FA ow ance Directory, Design 571 Fire R t- classified 1, 11/2 and 2 hour fire protecL4eo �t4ed 2. Girts`_„ „C„ Through meetings and discussions wit -A i�l utj�. from .0561 r to �20 shapegirls ,'e;•:i�tc�d Services Office headquarters and t)kzY� ur8hoe shall be 6 to 10 iric}inch thick steel. Girts experience, it was determined iluit nI t)ho I� field inch flan$es depth with 2,/2 to 3 protected columns were providing ari uKh the 3. Girt insurance rate, they were still not rod tin improved Clips—Fabricated that would be directlycompetitive wit tlti bU ru gs to c inch thick steel "Y m minim.,,„ with concrete block exterior walls. '11��r bujldirigs or °Oluf"ns with i/ = 1, angles bolded efc r may be plates /s bolts and nuts MBMA Committee on Fire Protectiuz, theXle_ shop welded to cola analysis and testing program to Matters undertook aests S1n� 8 4. coateSteel d steel. 20 MSG (min.) b 1 ish resistant rated exterior walls. sre 5. Fall Construction-_For These walls are now listed b Unde tQ O°nstruction for one details fire wall Y �-i oratories and details of their constructiv Y a _ aa'tanoe ratings Band two hour fire fe- n D' VL shown on )ti4BA4A drawing 100 FT, 7/6/82 are tOrY, Desigr, V425. �� llCGistance In addition to improving fire insurance rates, a) Top °f the wall shall be resistant exterior rated walls are helpful in rn�re underside of roof deck. against the ing building code requirements, including lot line b) All °peen-ngs betty eeppration and set-back requirements. roof deck are een tOp of wall and As with the fire rated columns, MBMA co wool or glass tit' be filled with mineral g protection hiders c) lies insulation.this a breakthrough in fire r'�eafisla of Steel studs shall be d great importance to the designdrs and sers an esi economical light steel frame buildings. R of Sce with the latest geed in af d- epogrni_ fication for the edition of the tion and gappro alabbynfi a Protectionceexpected tllorities the Steel St,-uctural a egn of Cold and/or regulatory �d along American Iron bers" by with resulting commercial advantages. 6• Sub and Steel Institute. The following are the requirements to qualify fot galvanized .020 (25 ratings of non load bearing walls for interior 2% inches de I' 1)id inch wide°gage) thick and/or exterior fire ezposur� (hat section),a eb°ttom by % inch de and pth maximum. laced 48 inch p centers DRAWING 100 FT. 7/6/82 A A D D B B E E ® q 4 2 6 6 I` 5 5 �. 5 1 1 1 2 3 2 ----- ----- ------- o — ---- 5 7 r. . .r � • ..,. r ,� I SECTION A-A SECTION B-B SECTION C-C 1 L LT. , c t 5 5 . r ,� ti v x r 3 ' c o 2 2 SECTION O-D SECTION E-E METAL BUILDING MANUFACTURERS ASSOCIATION • 1230 KEITH BUILDING, CLEVELAND, OHIO 41115 ism a/es Design UL U 425 as referenced in MBMA Insurance Bulletin No. 16 Note : Uniform Building Code generally requires rating from both the interior and exterior side where assemblies are nonsymmetrical . 1) L_ FIRE RESISTANCE DIRECTORY Beg FIRE RESISTANCE RATINGS (BXUV)=Continued Design No. U425 Assembly Rating"5 min, 1, 1J/a and�2 HrIs«liters n Bearing Wall(Sae items 2 and 4) (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only Except As Noted Under Items 4 end 6) i Wisdom arse. .•t - -.. - s�tresea moo r.s serrsa stir• - - PM VERTICAL SECTION 5 ; .e . .: .'. 75 o J J 1 7 4 FIRE SIDE 1.steel Flow and Calling Tracks—Top and bottom tracks of wall assemblies shall oww"of stool members, min No. 20 GSG 10.03/In.thick)gsty stool or No.20 MSG(0.033 In thick) primed stool,that provide a sound structural connection between stool owds,and to adjacent ausmblieo such as fluor, calling, and/or other walls. Attached to floor and calling asaarn► bllas with stool fasteners spaced not greater than 24 In.O.C. 2.stool Studs—Corrosion-protscted steel studs,min 3-1/s In. wide,min No. 20 GSG(0.036 In. thick)gals steel or No. 20 MSG(0.033 In.thick)primed steel,eold4ormed,shall be designed In accordance with the current edition of the Specification for the Design of Cold-Formed Stool Structural Members by the American Iron and Steel Institute.All design details enhance kg the structural Integrity of the wall assembly,IncludhMg the axial design bad of the studs, shall be as specified by the steel stud designer and/or producer,and shall meet" mqulrr ments of all applicable local code agencies.The max stud spacing of wall assemblies shall not exceed 24 In.Studs attached to floor and calling tracks with IA In.long Type S-12 pan Mad, self-drilling, solfaapping stool screw@ on both sides of studs or by welded or bofted connect tons designed In accordance with the AISI spocificadorut. 3. LaWal Support Mombor"Not shown)--When required fw lateral support of studs,support may be provided by means of stool straps,channels or other similar means as specified In the design of a particular stool stud wall system 4.Wallboard, Gypsum*—Any gypsum wallboard bearing the UU Classification Marking as to Fin Resistance.Applied vortically with joints between leyors staggered.Outer lover of 3 toyer construction may be applied torlaontalke.The thickness and number of layers and)•runt of design load for the 45 Inin, 1 N,1% hr and 2 hr ratings are as follows: Intavlw Wells Wallboard Protection Both ssdos of wall- 11humber of Lays s rrd nriclo see room of FOR" M Boards In Each Layer Design Lad 45 min -1 layer.% Yr.thick 100 1 hr •1 lover,% Ire thick 100 1 1/9 hr .-2 layors•-/a k thick _ 100 2 hr -2 lays ra.% Ire IIJck or s0 -3 layers.% In.thick 100 •Rsting@ applicable to assemblies asrying as exterior wells where ClassUbd fire resist"gypsum Yreething type wallboard Is substituted on the exterior face. t Exterior Won@ Wallboard Rosectkon On Interior Side of Won henber of Layon and nrm,aee F.rostd of ResYq M lords In Loch Layer Design Load 45 min 1 layer.% lrL thick 100 1 hr 2 layers,% k thick 100 11/9 hr 2 layers,'/. Ir►thick 100 2 hr 3 layers'/s Ire thick 100 Bee Wallboard Gypsum(CKN))Category for names of Closelfled Companies. S.gypsum Sheathing and Exterior Fscinga—For exterior walls,% or% In.Ytkk extedw rogw .wow• w�•—;..r:yT., .. .. ' - .-,�; r � r � � ` 1 690 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUVJ—Contlnufld tar gypsum sheathing applied vartkally and attached toostuds and runner hacks tdtft 1 long Typa S-12 bugle head screws spaced 12 In.0 C, along studs and tracks-Exterior fat.,« consisting of alunvnum siding.steel siding,brick veneer,or stucco atuchad to studs over are sum sheathing and meeting the re4ulrements of lucal code aganclas. When a min Y/, thick brick veneer facing Is used, the Extarior Wall Rating Is applicable with txposurs am s, 'her face. Brick veneer wall attached to studs with currug&ted metal wallrtist attached b asp stud with slial screws.nut mom then each sinth coures of brick. 5A. Afternate Exterkr Facing—Mlnerah end Fiber Boards--Exterior hardboard paneling, rh„� Lally treated with primed or finished face,'/r In.thick by 41 In.wide. Attached to snubs.., 1 '/e In.long buglohead 1EK fasteners 18 In.O.C.at the Inlarmtdiate supports Of,axtarior he siding,chemically buts*.'/* In. thick by i In.or 12 In.wide.Attached to studs with 1'/.As long,buglahead Type TEK fasteners at each lop.Panels lopped minimum 1 In Maswtlte Corp.—Type FT. B. Fssttnent—Screws u►ad to attach wallboard to studs saHupping bugle head shoat are, type, spaced 12 In. O C. First layer Type S-12 by 1 1rL long; second hym Type S-12 A lye In.long;third layer Type S-12 by V/s In.long. T. "Batts and Blsnketa--Hated In stud cavities of all eat•rlor walla.May or may not be irb a Interior wails.Any Visa&fiber or mineral wool batt malarial boating the UL Clasarficstion M" Ing as to Fire fladalance,of a thickness to complataty fill stud cavity. Su Batts and Blankets IBZJZ)Category for names of fill Companies. mw 2. Joint Tape and Copnd--Vlnyl or ussin, dry or premuced joint compound applied in we costs to joints and act*wheads of outer layer. Perforated paper tape.2 In.wide,arnboddeJ aflirt layer of compound ova,all joints of outs layer. •Bering"UL Ciao lhution Marking J LINE sIDIPrA. pE�tZ tMFFt txT. GRADE �- STL C-412.tS CO 24°Ole f Q MF=r;," 6 MIL, V/Sq u FEN WALL OHL`�� .............� ... ._..�,.,.,�...,....._»�...»r.,.- --��•:�; .. ,, .. ,'+�l�N�+YgMfAt�,.. �1.---r^---..,.w.....,,..w,...�n,mr!a,� ,+,�. ---• --- ,.. _... . �. i January 8, 1990 Tract 10 Group 18701 59th Dr. NE Arlington, Wa. 98223 Dear Sirs, The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code and the Arlington Municipal Code. The following is a summary of applicable code data corrections and/or additional requirements necessary to complete the plan review. Two sets of corrected plan are required at resubmittal. CODE DATA: OCCUPANCY GROUP: B-2 TYPE OF CONSTRUCTION: II-N SEPARATION: N= 10' E= 43 " S= 87 " W= 35' BASIC ALLOWABLE AREA: 12 , 000 S.F. (one story) 2 X 12 , 00 = 24, 000 S.F. ALLOWABLE AREA INCREASE: 1. 375 X 12, 000 = 16. 500 per floor -- 15, 000 S.F. = 1ST FLOOR 1, 200 S.F. = MEZZANINE 400 S.F. = WALKWAY 16, 600 S.F. = TOTAL FIRST FLOOR 1, 338 S.F. = SECOND FLOOR 17, 938 S.F. = TOTAL BUILDING AREA VALUATION: 17, 938 X 28 . 60 X . 88 = $451, 664 . 00 OCCUPANT LOAD: 86 GENERAL CODE REQUIREMENTS 1. Additional fire hydrants will be required with the location to be reviewed and approved by the Fire Chief. 2 . Traffic mitigation fees are required at the rate of ADT X $50 for a total of . This fee should be collected prior to the building permit e/rhrf� •issued. 3 . Park mitigation fees are required by the total square footage of the property being developed, multiplied by $. 05 . The total fee for development of the property is 42 , 828 X $. 05 = $2, 441.40. This fee should be collected prior to the building permit being issued. BUILDING CODE REQUIREMENTS V 1. The drawings should have door and window schedules included. Z .Toilet rooms should have separate and individual exhaust systems vented to the exterior. Sec. 705 UMC ✓3 . Handicapped toilet rooms should comply with the Washington State Barrier Free Code. Details and/or elevations should be provided to show compliance: a. The mirror height should 40 inches above the floor b. Toilets seats should be 17" to 19" above the floor. c. Water and waste lines located under the sink should be insulated. d. Lavatories should have lever type handles. e. The door shall be not less than 2' 10" wide. 4. Attic ventilation should be provided as required by Sec. 705 J� 5. The lunchroom should be located on the main floor to accommodate �R the handicapped. 6 . the guardrail and the stair rails for the stairs to the second floor office space should have intermediate rails such that a sphere 6" in diameter cannot pass through. Sec. 1711 7. Calculations should be submitted for the second floor framing for both the area over the office and over the trim space. Section properties should be submitted for the structural steel joists. v 8. A Guardrail should be provided for the storage space above the trim area. Sec. 1711 ✓9. Two exits are required from the second floor separted one-half the maximum diagonal dimension of the second floor. The bottom of the two stairs should be that distance apart. Sec. 3303 (a) (c) 10. A stair should be provided for the storage space above the trim room. Sec. 3303 (a) V1l1. Exit doors should be operable from the inside without the use of a key or special knowledge. Sec. 3304 / do WOO B�LTh -rmr, To LAB? Ai7ctlr 1 u,v,T Loc1Lf l/ 1 . A Stair detail should be noted on the drawings. 13 . The north exterior wall is required to be not less than one- -90 N hour fire resistive construction. Two handrails are required at stairs over 44" wide and should b not less than 34" or more than 38" above the nosing. ',15. Illuminated exit signs should be provided at exterior exits. Sincerely, David W. Anderson Arlington Building Department cc: file City of Arlington 238 North Olympic Avenue Arlington, Washington 98223 Plan analysis based on the 1988 Uniform Building Code Project Number: 90-522 Name: TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 Date: January 16, 1991 Contractor: S.W. GOHL CONST. Occupancy: B2 Architect: MILLENAR/WICKS Type of Const: II-N Engineer: Plans Examiner: Dave Anderson NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1988 UBC. It is a guide to selected sections of the code. Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Building 22 . 0 Feet 10. 0 Feet EAST Public way 41. 0 Feet 28.5 Feet SOUTH Property line 85. 0 Feet 85. 0 Feet WEST Property line 34. 0 Feet 34 . 0 Feet Area increased 35. 00% for open area on 3 sides. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Office B2 ok 1338 16200 0. 08 ok TOTAL FOR FLOOR 1338 16200 0. 08 ok M Manufacturing B2 ok 1200 16200 0. 07 ok 1 Office B2 ok 1338 16200 0. 08 ok 1 Manufacturing B2 ok 13662 16200 0. 84 ok TOTAL FOR FLOOR 16200 16200 1. 00 ok BUILDING TOTAL 17538 32400 0. 54 ok NOTE: -- The floor area of the mezzanine may not exceed 1/3 of the floor area of the room or area that it is in. -- Sec. 1716. 3 . Page # 2 Code review for: Project Id. : TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 The actual height of this building is 18. 0 feet. The maximum height of the building is 55. 0 feet. -- Table 5-D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT B2 1hr lhr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls are required to be of NONCOMBUSTIBLE material. Sec. 1901. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec. 1903 . (b) & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306. (h) NOP -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 17-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr See Footnote #5 Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr See footnote #1 Shaft Enclosure Noncombustible 1 hr Floor/Ceiling Assembly Noncombustible 0 hr Roof/Ceiling Assembly Noncombustible 0 hr Stairs Noncombustible None NOTE: See Sec. 1706. (a) for Shaft Enclosure exceptions. FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. 5) Nonload-bearing walls within a tenant space that are not part of a lhr corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant-treated wood c) One-hour construction (any material) -- Sec. 1705. (b) l. OCCUPANCY SEPARATIONS None required ADDITIONAL SEPARATIONS FOR B2 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400, 000 BTU input. -- Sec. 708. � j� Page # 3 Code review for: Project Id. : TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD REQUIRED WIDTH [ft. ] HDWR CORRIDOR SWING ------------------------------------------------------------------------------- 2 Office 13 1 0.3 No No N/R TOTAL 13 2 ( 2) 0. 3 ( 0. 3) No No N/R #1 M Manufacturing 6 1 0. 1 No No N/R 1 Office 13 1 0. 3 No No N/R 1 Manufacturing 68 2 1. 4 No Yes Out TOTAL 88 2 ( 2) 1. 8 ( 1.9) No Yes Out Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 3305. (g) Openings are required to be protected. -- Sec. 3305. (h) In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303 . (c) Exit signs are required from all areas serving an occupant load of 50 or more. -- Sec. 3314 . (a) Door swing is based on Sec. 3304. (b) except as noted. Occupant load is based on Table 33-A. Number of exits is based on Table 33-A except as noted. Exit width is based on Sec. 3303 . (b) . The numbers in ( ) include occupant loading from floors above this floor. -- Sec. 3303 . (b) FOOTNOTES: 1) The second floor is required to have 2 exits when the occupant load is 10 or more. -- Sec. 3303 . (a) HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building -- Sec. 3301. (e) & Table 33-A See table 33-A for exceptions to upper floors. 2) If a ramp is used for handicapped access, the max slope is 1: 12 . -- Sec 3307 . (c) STAIR NOTES: The maximum rise of a step is 7 inches and the minimum run is 11 inches. -- Sec. 3306. (c) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49 . -- Sec. 3306. (b) See section 3303 . (b) when occupant load is greater than 183 . Provide handrails on both sides of a stairway 34 to 38 inches above the nosing. (May be on one side if less than 44 inches wide) -- Sec. 3306. (j) Provide a guard rail where drop off is greater than 30 inches. Minimum height = 42 inches, maximum opening size = 6 inches. -- Sec. 1711. The minimum headroom is 6 ft. - 8 inches. -- Sec. 3306. (p) Enclosed usable space under the stairs is required to be protected as required for 1hr fire-resistive construction. -- Sec. 3306. (n) Page # 4 Code review for: Project Id. : TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 Provide a landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304. (h) The minimum width is same as door width and the minimum length is 44 inches. -- Sec. 3304. (i) The maximum travel distance in this building is 150 feet. -- Sec. 3303 . (d) ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 32-A 2) See section 3204. and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If opening are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3802 . (b) STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38-A A hose is not required. -- Table 38-A FOOTNOTES: 1) The location is to be per Sec. 3805. (c) , (d) ,and/or(e) WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 4204 . (a) and Table 42-B. 2) Carpeting on walls and ceiling are required to have a Class I flame spread rating. -- Sec. 4204. (b) INSULATION NOTES: 1) All insulation material including facings are required to have a flame- spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 1713 . (c) 2) Foam plastic insulations are required to be protected. -- Sec. 1712 . GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406. (d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 705. r �' Page # 5 Code review for: Project Id. : TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 If water fountains are provided, one must have a spout within 33 inches of the floor and up-front controls. -- Sec. 511. (c) HANDICAPPED TOILET FACILITIES: 1) All doorways leading to a toilet room for handicapped are required to provide 32 inches clear width. -- Sec. 511. (a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511. (a) 1. 3) Provide a 60 inch diameter clear area within the toilet room(s) . -- Sec. 511. (a) 2 . 4) Provide a clear area 42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide a clear access width of 34 inches. Door may not encroach into clear area. -- Sec. 511. (a) 3 . 5) A 48 inch access width is required to the handicapped compartment. -- Sec. 511. (a) 3 . 6) Grab bars are required behind and on one side or on both sides of handicapped water closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511. (a) 5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- Sec. 511. (b) 1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511. (b) 2 . &3 . 9) The top of the seat on the water closet is required to be 17 to 19 inches above the floor and cannot be sprung to return to the lifted position. -- Sec. 511. (a) 4 . City of Arlington 238 North Olympic Avenue Arlington, Washington 98223 Plan review based on the 1988 Uniform Building Code Project Number: 90-522 Name: TRACT 10 GROUP Address: 18720 59TH DR NE ARLINGTON, WA 98223 Date: January 16, 1991 Contractor: S.W. GOHL CONST. Occupancy: B2 Architect: MILLENAR/WICKS Type of Const: II-N Engineer: Plans Examiner: Dave Anderson Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials # SHEET IDENTIFICATION CORRECTION REQUIRED 1 The roofing on this building is required to be class B or better. -- Sec. 3203 . & Table 32-A 2 Floor/ceiling assemblies are required to be constructed of noncombustible material. -- Sec. 1901. 3 Provide a landing on both sides of door. Note: The step & size requirements. -- Section 3304. (i) & (j) r. r ,` _�� i tl, 0� } CITY HALL C 238 N. OLYMP►C AVENUE ARLINGTON.INA 98223 C "206)435-5785 FAX COVER SHEET PHONE (206) 435-3906 DATE /.. �� TIME: IO PAGE NO. TO DEPT. FROM I / � DEPT. fF REMARKS � _ �' •1rr;�,row ••w w •� „ > ;v � f!•�_ � e`a F �t f� M t �,� �t 1 iy �i, � ,y �.` .� � ° a I!�ti �'� 4� ;t � ,� January 8, 1990 Tract 10 Group 18701 59th Dr. NE Arlington, Wa. 98223 Dear Sirs, The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code and the Arlington Municipal Code. The following is a summary of applicable code data corrections and/or additional requirements necessary to complete the plan review. Two sets of corrected plan are required at resubmittal. CODE DATA: OCCUPANCY GROUP: B-2 TYPE OF CONSTRUCTION: II-N SEPARATION: N= 10' E= 43' S= 87' W= 35' BASIC ALLOWABLE AREA: 12, 000 S.F. (one story) 2 X 12 , 00 = 24, 000 S. F. ALLOWABLE AREA INCREASE: 1. 375 X 12, 000 = 16. 500 per floor 15, 000 S.F. = 1ST FLOOR 1, 200 S.F. = MEZZANINE 400 S.F. = WALKWAY 16, 600 S.F. = TOTAL FIRST FLOOR 1, 338 S.F. = SECOND FLOOR 17, 938 S.F. = TOTAL BUILDING AREA VALUATION: 17 , 938 X 28 . 60 X . 88 = $451, 664. 00 OCCUPANT LOAD: 86 GENERAL CODE REQUIREMENTS 1. Additional fire hydrants will be required with the location to be reviewed and approved by the Fire Chief. - '6ve- 6;Rl - 2 . Ttaffic mitigation fees are required at the rate of 60 ADT X $50 for a total of $3 , 000. This fee should be collected prior to the building permit being issued. 3 . Park mitigation fees are required by the total square footage of the property being developed, multiplied by $. 05. The total fee for development of the property is 42,828 X $. 05 = $2,441.40. This fee should be collected prior to the building permit being issued. BUILDING CODE REQUIREMENTS 1. The drawings should have door and window schedules included. 2 .Toilet rooms should have separate and individual exhaust systems vented to the exterior. Sec. 705 UMC 3 . Handicapped toilet rooms should comply with the Washington State Barrier Free Code. Details and/or elevations should be provided to show compliance: a. •The mirror height should 40 inches above the floor b: Toilets seats should be 17" to 19" above the floor. c. Water and waste lines located under the sink should be insulated. d. Lavatories should have lever type handles. e. The door shall be not less than 2' 10" wide. l Attic ventilation should be provided as required by Sec. 705 The lunchroom should be located on the main floor to accommodate the handicapped. 6. the guardrail and the stair rails for the stairs to the second floor office space should have intermediate rails such that a sphere 6" in diameter cannot pass through. Sec. 1711 7. Calculations should be submitted for the second floor framing for both the area over the office and over the trim space. Section properties should be submitted for the structural steel joists. 8. A Guardrail should be provided for the storage space above the trim area. Sec. 1711 . 9. Two exits are required from the second floor separted one-half the maximum diagonal dimension of the second floor. The bottom of the two stairs should be that distance apart. Sec. 3303 (a) (c) A stair should be provided for the storage space above the trim room. Sec. 3303 (a) A. Exit doors should be operable from the inside without the use of a key or special knowledge. Sec. 3304 T " A Stair detail should be noted on the drawings. The north exterior wall is required to be not less than one- hour fire resistive construction. r 4 t. ti 14. Two handrails are required at stairs over 44" wide and should be not less than 3411 or more than 38" above the nosing. 15. Illuminated exit signs should be provided at exterior exits. Sincerely, David W. Anderson Arlington Building Department cc: file January 8, 1990 Tract 10 Group 18701 59th Dr. NE Arlington, Wa. 98223 Dear Sirs, The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code and the Arlington Municipal Code. The following is a summary of applicable code data corrections and/or additional requirements necessary to complete the plan review. Two sets of corrected plan are required at resubmittal. CODE DATA: OCCUPANCY GROUP: B-2 TYPE OF CONSTRUCTION: II-N SEPARATION: N= 10' E= 43 ' S= 871 W= 35" BASIC ALLOWABLE AREA: 12 , 000 S.F. (one story) 2 X 12 , 00 = 24, 000 S.F. ALLOWABLE AREA INCREASE: 1. 375 X 12,000 = 16. 500 per floor 15, 000 S.F. = 1ST FLOOR 1, 200 S.F. = MEZZANINE 400 S.F. = WALKWAY 16, 600 S.F. = TOTAL FIRST FLOOR 1, 338 S.F. = SECOND FLOOR 17,938 S.F. = TOTAL BUILDING AREA VALUATION: 17,938 X 28 . 60 X .88 = $451, 664 . 00 OCCUPANT LOAD: 86 GENERAL CODE REQUIREMENTS 1. Additional fire hydrants will be required with the location to be reviewed and approved by the Fire Chief. )*- 2 . Traffic mitigation fees are required at the rate of ," ADT X $50 for a total of $-30 This f should be collected prior to the building permit beifng issued 3 . Park mitigation fees are required by the total square footage of the property being developed, multiplied by $. 05. The total fee for development of the property is 42, 828 X $. 05 = $2 ,441. 40. This fee should be collected prior to the building permit being issued. °� t - 1 BUILDING CODE REQUIREMENTS 1. The drawings should have door and window schedules included. 2 .Toilet rooms should have separate and individual exhaust systems vented to the exterior. Sec. 705 UMC 3 . Handicapped toilet rooms should comply with the Washington State Barrier Free Code. Details and/or elevations should be provided to show compliance: a. The mirror height should 40 inches above the floor b. Toilets seats should be 17" to 19" above the floor. c. Water and waste lines located under the sink should be insulated. d. Lavatories should have lever type handles. e. The door shall be not less than 2 ' 10" wide. 4. Attic ventilation should be provided as required by Sec. 705 5. The lunchroom should be located on the main floor to accommodate the handicapped. 6. the guardrail and the stair rails for the stairs to the second floor office space should have intermediate rails such that a sphere 6" in diameter cannot pass through. Sec. 1711 7. Calculations should be submitted for the second floor framing for both the area over the office and over the trim space. Section properties should be submitted for the structural steel joists. 8. A Guardrail should be provided for the storage space above the trim area. Sec. 1711 9. Two exits are required from the second floor separted one-half the maximum diagonal dimension of the second floor. The bottom of the two stairs should be that distance apart. Sec. 3303 (a) (c) 10. A stair should be provided for the storage space above the trim room. Sec. 3303 (a) 11. Exit doors should be operable from the inside without the use of a key or special knowledge. Sec. 3304 12 . A Stair detail should be noted on the drawings. 13 . The north exterior wall is required to be not less than one- hour fire resistive construction. V 14 . Two handrails are required at stairs over 44" wide and should be not less than 34" or more than 38" above the nosing. 15. Illuminated exit signs should be provided at exterior exits. Sincerely, David W. Anderson Arlington Building Department cc: file City 0� : It L I N I:TO N CITY HALL ❑ 238 N. OLYMPIC AVENUE ARLINGTON,WA 98223 ❑ (206)435-5785 JANUARY 30, 1991 TRACT 10 GROUP 18701 59TH DR. NE. ARLINGTON, WA. 98223 Dear Mr. Hamilton, After further review of the submitted environmental checklist and the submitted site plan, the following requirements and/or corrections need to be addressed prior to the permit being issued. 1. A total of 3 fire hydrants are required for this project. Hydrants #1 is to be located at the Northwest corner of the property, Hydrant #2 is to be located at the Southwest corner of the property. These two hydrants shall designed by a licensed engineer with 4 sets of engineer drawings submitted for approval. Hydrant #3 is to be located at the Southeast corner of the property and will be installed by the City of Arlington with all costs to be paid by the applicant. 2 . Hydrant #3 will be required to be installed prior to the permit being issued. Hydrants #1 and #2 shall be installed prior to the occupancy of the building being approved. 3 . A garbage dumpster pad shall be provided on the site plan showing it to be totally enclosed by a fence. 4 . Restoration of the access road in which Hydrant #1 and #2 are to be installed shall be completed with it being paved and landscaped. 5. Traffic mitigation fees are required at the rate of 30 ADT X $50 for a total of $1, 500." 6. Park mitigation fees are required at the rate of 42, 828 S.F. X $. 05 for a total of $2,441.40. Si erel David Ander on Arlington Building Department STRUCTURAL NOTES A. GENERAL: The following structural notes are supplementary and are not intended to supersede the specifications and/or details shown on the drawings . B. CODES & STANDARDS: VANp Uniform Building Code (U.B.C. ) , 1988 edition. �5�' FNF ACI-318; ACI Sp-15 . � DESIGN RSSp M.B.M.A. - Manual P�' �wAs},, C. LIVE LOADS: Roof ( now) 25 psf Wind 80 mph, Exp. "B" Seismic Zone (U.B.C. ) 3 �o, 9£crsrrPE es S/pN AL D. SOIL & FOUNDATION DATA: 1. Soil design bearing strength 2, 000 psf . 2 . Extend all footings down to undisturbed soil of .the specified strength with a minimum of 1 '-6 " below adjacent grade. 3 . Center all footings on columns and walls above unless specifically dimensioned otherwise. 4 . Compacted fill to be well graded and granular with not more than 5% passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% Modified AASHO density at optimum moisture content. E. CONCRETE & R/F STEEL: 1. Concrete of following 28-day strength: 5 sack cement/cyd (min. 2,000 psi) ; max. 6 gal. (water/sack) for all structural concrete, including foundations and slabs on grade. Maximum size aggregate 1-1/2 " . Maximum 4 " . Add Master Builders Pozzolith per mfr's recommendations . Exterior walks and slabs exposed to salt or other detrimental chemicals to be air entrained (5% air) . 2 . Reinforcing steel ASTM A-615, grade 40 for #4 and smaller bars, grade 60 for all other bars . 3 . Concrete cover on reinforcing steel (clear dimensions) : Vertical faces exposed to earth or weather ------- 2 " Bottom of footings ------------------------------- 3 " Slabs on grade ( from top) ---------------------- 1-1/2 " 4 . Lap all field splices 24 diameters with minimum of 12 " . Test cylinders are not required. F. MISCELLANEOUS: 1. Contractor to verify all dimensions in the field. 2 . Provide temporary bracing as required until all permanent connections and stiffenings have been installed. 3 . Verify size and location of all openings in floor, roof and walls with mechanical and electrical work. 4 . Pre-fabricated items to be handled and installed per mfr's recommendations . rl STRUCTUI%tAL DESIGN ASSOCIATES, INC. 5630• 198th ST. S.W. P. 0. BOX 5366 LYNNWOOD, WA 98036 (206) 775-7434 SUBJECT: Hll.�MR TQN......... 10............_....... _........ SHT....l.... OF......... I BY: LYE, DATE:....Ill.4.�...�Q...... CHKD:................. JOB NO.:.... 14AIKPIN 147 4to TA)l,s ,, 1 ; 3 o , (I _L 4 4 .w. V,r i tr • � - TT' co N G �� ce- �wt"L'. t,VANpk�V P�pESIGN gssoc Fti0 ! �0�wA U ��LL -tom �i ,o -- TT 4 I 1�, �O�.FS F'ISTOklo �C 8 N AI E� �2 C U 12 3 ► w H �_. _J STRUCTURAL DESIGN ASSOCIATES, INC. 5630.198th ST� S.W. P. 0. BOX 5366 LYNNW00D, WA 96036 (2061 775.7434 I SUBJECT:.... .pt.�`�.I.I.c Q ._#..I. _................................ SHT.d OF......... BY:..�i1, .. DATE:...��..� �� �.P_... CHKD.__.._ . ... JOB NO......� _ram ....... ..... . I 5 �-A,WAY \�0 V A NpFN z �O,c �F'ISTO FSS�oN A1-�`�v� � � � � ./ " � - i - � -- ----_----_ __ ---- - __ - - -- _-' - -- - - - __ - -- - __ _ ~ STRUCTURAL DESIGN ASSOCIATES, INC. 5630- 198th ST. S.W. P. 0. BOX 5366 LYNNWOOD, WA 98036 (206) 775.7434 SUBJECT:-Ph. J. e M4......� ... ...................................... SHT.3.... OF..._... BY:l'v(F.. DATE:....l.L1g.1.. .�....... CHKD.................. JOB NO.)...��. I 2 -44- SOT- -4 + Tod l �o 71 1 t), VAND SpESIGNAs���b 0 0%wAS tiCOC'/�� OCR 77G F�S��NAL �`�G� V Al. STRUCTURAL DESIGN ASSOCIATL j, INC. 5630.198th ST. S.W. P. 0. BOX 5366 LYNNWOOD, WA 98036 (206) 775-7434 SUBJECT•...4.4.A..t.'.1)A TQ►J..... �� C�NOI�I SNT....I..... OF...I.... DATE:...! .`�1.. .�.._... CHKD..._.__..... JOB NO.)..5-4-& I 1 I -FO U tZ PLA CF—SP�QESIGN gss�c/ ,W z ISTEr�° i NM- 6 1 D,c, �DN- ENERGY CODE COMPLIANCE WORKSHEET PREPARED FOR S. W. GOHL PROJECT: ARLINGTON AIRPORT WIDTH: !00 LOCAtTONS ARLINGTON, WA. LENGTH: 1$0 DATE: 13-Mar-90 EVE HEIGHT: 16 PITCH: 1%1� BUILiING DERION BY COMPONENT PERFORMANCE APPROACH (CHAPtER 4) MAXIMUM BTU LOSS ALLOWED BUILIINO COMPONENT SF X rHUI' X "t)w _T__�- _'_ __J»BTU-LOSS - --� T--- ---------- ---- -- - - -- - - - - -- - --- I GR08i SLAB AREA 1000 0. 125 45 6623 GRO$t WALL AREA 9417 0. 250 45 103938 GROSS ROOF AREA 15000 0. 035 45 23625 MAXIMUM ALLOWABLE BTU, LOSS 133/18� � - BTU I OSS AS DESIGNED ---� -- ------------ BUIL�INO COMPONENT SF X NUM X "Du T K BTU II-Os3 SLAIVAREA-INSULATED 1000 0. 106 45 4797 i SLABiAREA-UNINSULATE O 0, 714 45 0 WALLIARLA - NET OV42 0. 072 45 29052 WINDOWS 216 0. 650 45 6318 I PlASSAGE DOORG 63 0,590 45 1673 OVERHEAD DOORS 194 0. 091 45 903 i ROOF - NET 15000 0. 073 45 4e994 SKYLITES 0 0. 000 43 0 OTHER 0 0. 000 45 0 TOTAL. STU LO$S AS DESIGNED 41620 INSULATION REQUIREMENTS TO MEET CODE1 O/H DOOR R-10 y ROOF R-13 YovWALLS R-13 AA BLABI Tw- R-a f fiats C ... ,.- , t �,� + klr.•��+ {}'+ ;y����Ni�!_�'.r+��? �'�'-,f ���\�-J u��'���� Y1�id�� ;� lr 7;�+ �", SNO 0 ISH HEALTH 6ISTkICT �:.�{• r t ,z. Envl'ropmentai Health Division r, Courthouse, Everett, WA 98201 .. /� n 3 3 8-5 2 70 .� (Ptoperty Tau AocoM Nwnber) r APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT ®New O Renewal I]Reddsioa ©Rep& ©Alteration ❑Artgrnutive Applicant BruQ#. Hamilton _ Phone 435-8533 �X ,. Mailing address 18701 - 58th Ave NE City, _ :�z1.ici�can�dA .,,Zip 98223 For Installation at J87 9 M, City Arlington, WA Sec. Z2 Twp. 31 Rg. 05 Legal description s Short Plat/LLS No. Lot Plajgiuz AI WTI PAQK Lot Z0._ B k. 4);(4-IN67 oe,f A 1-ePb2T ; Type of Building. New X ting SFp:",e Duplex_ No;,.Bdrm , Commercial, Water Supply: Public % Name City of Arliugtori • LAttadt'l:elljt #va lablilty) ! PLU00•_ 2466 00 Private Source 'Protective Covenants Attach a detailed drawing to scale of the onsito system Indicating: soil log hots$, ckeinfleld Ili, -jf074i40.00 reserve area, contours14 elevations, bodies of water, property lines, house 'location, banks, 4*46 moons, 0.00 easements, north, and any proposed or axbting .well ;_withlp .100. 1#at SOIL LOG 1.0-5 Browii Sandy Loam, 5-27 Red Brown Loamy Sand 27-38 Gray Sand 38rt& Gray Gravelly Sand 06-18-90 f#0 1CL 6797 -15.00 v SOIL LOG 2.0-10 Brown Sandy Loam 10-33 Red Brown & GraX Brown LoaMY Sand 33-48 Gray Gravelly Sand SOIL LOG 3.0-3 Brown, Sandy Loam 2-36 Red Brown Loamy Sand 36-50+ Gray Gravelly Sand SOIL LOG 4.0-3 BBrown Saudy Loam 3-26 Red Brown Loamy Sand 26-36 Gray Sand 36-49 Gray Brown Sandy Gravel SqL LOG 5.0-4 Brown Sandy Loam 4-15 Red Brown Loamy Saud 15-48 Gray Gravelly Sand C SOS CLASSIFICATIONLc!nncckla-J LaO SOIL TYPE II APPLICATION RATE 1.2 �QWJsq. ftdday DEPTH TO HIGHEST SEASONAL GROUNDWATER_A5+ inches OBSERVED ESTIMATED DATE 6 1 8 / 90 SEPTIC TANK SIZE /500 gallons TRENCH: SO. FT. 364/182 WIDTH 24 Inches DEPTH 30 inches REQUIRED COVER SOIL: DEPTH --- -- - Inches,and VOLUME --------- cubic yards Signature of Designer License No.PE 19201 Phone No. 353-1119 Address 9800 Evergreen av City Everett, WA Zip 98204 ateJune 1990 Keel b Aseoc. , Inc. DO NOT WRITE FLOW THIS LINE Application Denied Date / / Sanitarian Pending: (Date) ft APPLICATION APPROVED Date 7 1 l/b / 1D SANITARIAN PERMIT ISSUANCE APPROVED Date - / / SANITARIAN PERMIT ISSUED: (Date) I I BY PERMIT NO. Called For Inspection: (Date) / i By Installer Renewal By Date / I Final Inspection By Date I I HD•14 See reverse side for additional information .,�.� �• . �� , �, w �Y_�!�� JIX ��,loq =v duns) sslaaar �Irlsa Mstsxs NOI1n$lNlllO 97111,12W 07M34l rye manivsug 7rltisf BOA 11MOO-Jsls 7rtl04s)IO LMJA7/ats MOW t OhI a/.Y 3�n�g 1Ji01tf11 '^a � '!lass•'� 1Nf-Nt swisuiu O /I �� /OlB/ ssIiaar trtlltlt •s lttri �ZZgb J1Z No19N15 '9N /la NIBS .�. f1lIAe11r11 a" visit INONJ d >t>>NMQ r as 1l1111s11Nm NO/l�na IJA! 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