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,^ r <br /> � ciTv or• rve�ir•rr <br /> BUILDING DIiPAR'1'PiGN1' <br /> PLAN CORR�C7'ION Slllili'I' <br /> DATE Januarv 19 1984 USG <br /> OIVNtiIi Snohomish County Teachers' Credit UoioAlSli ZONING <br /> CONTRACTOR Newland Construction PIRii ZONG <br /> ARCHITGCT Robert Butterfield & Associates OC�UPANCY GROUI' e-2 <br /> JOD SITL ADDRESS 1718 Droadway OCCUPANT LOAD 55 <br /> TYPE OP CONSTRUCTION V-N PLAN CIiECK N0.83/12892 <br /> 1n response to your application for a permit, your plans and specifications <br /> havc Ucen examined and you are advised that the issuance of a permit is <br /> withheld for the reasons hereinaftcr set forth. NO'PF. CARF.fULLY� Anslaer <br /> yuestions and make explanations U_ycc� rrectinF original plans . and new <br /> plans must be suUmitted to the Iiuil�ing Inspcction Uepartment . (7'his shcet <br /> must be returned with original plans and specifications or they will be <br /> filed as new business . ) <br /> Item No. UNIrORbf BUILDING C011li 1979 F.DITION CODE SEC . <br /> ✓ 1 . Toilet Rooms 218 and 219 don'L comply: <br /> a. Provide clear 60" diameter space 1711 (b)2 <br /> b. Provide 4ii" in front of water closet 1711 (b)3 <br /> c. Provide wainscot 1711 (a) <br /> 2. No provision is made for ventilating enclosed rafter space <br /> between roof vents or the attic space above the ew v3�d1 t� 3205(c) <br /> - �. "r � ,. �, ;, . , , . �`l �v's//cr(c ,a,�. <br /> ,/ 3. Guardrail at Upper floor must be 42 inches in height. 1716 <br /> 4. Submit structural calculations or detail to justify • <br /> guardrail is capable of resisting 20 pounds per lineal foot. Table 23-d <br /> ✓ 5. Table 23-A requires live load of 50 pounds per square foot <br /> far offices. <br /> `�6. Roof construction west of Grid 4 between Grids C and D is <br /> uncl ear. <br /> ✓ 7. Double TJI ' s under parallel partitions. <br /> ✓8. 4" x 6" column supporting south end of upper glulam is <br /> overstressed. <br /> ✓9. Qearing stresses exceed allowable at south end of upper <br />' glulam and both supports of' lower 9lulam. <br />, r/10. Provide column in wall at latchside of door 209 capable of <br /> supporting column above (assuming 5-1/8" x 27" glulam is <br /> used as head r over door) <br />' S�io� /ra��cs� 4 x G �,iu. G�U`+2- m+- P a g e 1 o f�— <br />� ���� /� <br />� <br />