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HomeMy WebLinkAboutTED4001804.1VICINITY MAP I L- PROJECT SITE C� � l+x � 2 %��-IiJAt•l- � A4 � --- - - ONLY-1AATCr{ GuL.OK t�4 V 24" o'C,- - CCkt L (a'I u-ro 6K IC)T'C3 cc , �D e?o I-YT 1-14 11114 011 GENERAL NOTES 1. PROVIDE ALL WORK TO COMPLETE THIS PROJECT, INCLUDING FURNISHING ALL MATERIAL, EQUIPMENT, TOOLS, LABOR, AND SERVICES NECESSARY FOR COMPLETION OF THIS PROJECT. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 3. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, COMPLIANCE WIE STATE AND FEDERAL REGULATONS REGARDING SAFETY SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS BEFORE COMMENCING WORK. ANY VARIATION OR DISCREPANCY WHICH REQUIRES PHYSICAL CHANGE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING CONSTRUCTION OF THE AREA CONCERNED. 5. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PER APPLICABLE LOCAL, STATE, AND NATIONAL CODES. i. COORDINATE WORK WITH ALL OTHER TRADES. 7. ALL WORK TO BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. S. ALL WELDING SHALL BE BY WABO CERTIFIED WELDERS. 9. ALL N.I.0 (NOT IN CONTRACT) EQUIPMENT TO BE COORDINATED BY GENERAL CONTRACTOR. VERIFY ALL POWER, MECHANICAL, ELECTRICAL AND DIMENSIONAL REQUIREMENTS, ETC. 10. DIMENSION CALL OUTS SHALL TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM, REQUIREMENTS TO BE USED WHEN SIMILAR OTHER CONDITIONS ARE NOT SHOWN OTHERWISE. 11. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL FOR COMPLYING WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO ARCHITECT FOR INTERPRETATION OR CLARIFICATION. 12. VENT ALL EXHAUST FANS TO THE NTERIOR. 13. CONTRACTOR SHALL PATCH AND REPAIR DAMAGE TO FINISHES DUE TO ANY ADJACENT DEMOLITION WORK. REPAIR SHALL MATCH EXISTING MATERIALS AND FINISHES UNLESS NOTED OTHERWISE. 14. ALL COLORS SHALL BE AS DIRECTED BY OWNER. 15. CONTRACTOR SHALL OBTAIN NECESSARY MECHANICAL AND ELECTRICAL PERMITS AS REQUIRED. p-Trios �t I� Va-GuuN �E�.le 71 + 1 .BH T, II N� i -� - - LOCA--I cat o N�,+�► ILK i �► I ex15o '&' ' cXE% 0, co, VI i.. At) 1K t4=w RAINIER AVE. S. STRUCTURAL NOTES Foundations: All foundations shall bear on undi:3turbed soil and shall be a minimum of 18" below grade. Assume 2000 psf soil bearing capacity. Concrete: All cast in place to comply with UBC Chapter 26. Min. 28 day strength of 2500 psi, 5 1/2 sack mix. Reinforcement: Deformed per ASTM 615, Grade 40 (Fy - 40,000 psi). Cover: 3 inches minimum of ground. 2 inches minimum where exposed to weather. Welded Wire Fabric (WWF) - 6" x 6" x 10 ga. Structural Lumber: (unless indicated otherwise) Joists and Rafters: HF No. 2 (Fb - 1100 psi) Headers and Beams: 4x DF No. 1 (Fb - 1500 psi) 6x DF No. 1 (Fb - 1300 psi) GLB 24F-V4 (Fb - 2400 psi) Posts and Timbers: DF No. 1 (Fb - 1200 osi) Wall Studs, Plates, Hem -Fir Standard Grade and general framing: Exterior walls - 2 x 6 studs @ 6" o.c. Interior walls - 2 x 4 studs @ :6" o.c. Moisture content not to exceed 19%. Nailing per Table 25-P, unless indicated otherwise. All lumber in contact with concrete shall be pressure treated with water born preservative. CHECKED FOR COMPLIANCE TANDARDS Date .� � Date /z-6 • �a /I.1 Plata / a-1 /- qC ,LEGAL DESCRIPTION Legal Description of PropArty The S. 165.00 Ft. as measured along the W. line thereof of the following described tracts That portion of the SW 1/4 of the SE 1/4 of sec. 18 T. 23N, R.5 E.W.M. in King County, Washington, described as followy:t Beginning at they intersection of the W. boundary line of P.S.M. 5 with the N. Boundary line of the Renton Pacific Hwy connection, a County Road; thence W. along said N. boundary line of the county road a Dist. of 140.00 ft.. thence N_ at right angles to said north boundary line a dint , of 350.00 ft .: thence east' paral lel to and 350.00 ft . distant from said N. boundary line to the w'ly boundary line of said state highways thence sw'ly along the w'ly line of said highway to the point of beginning: Except that portion thereof conveyed to the; State of Washinoton for P.S.N. No. 5, Black Rivar to E=arlington, by deed re:Cordud under A.F. 05�22741, records of King County, Washington. f L©? NC7 ; "jCocpl(p ?.v - I SLANT LIST, SITE NOTES OWNER:. �O �x CODE ('G«`% 10�1 I RTM, INC. 5995 BARFIELD RD. NE NIPPLE ATLANTA, GA 30328 GALVANIZED (404) 256-4900 --�4 „ I lie. !/I\ 2 11 FINISH GRAD/.' BUILDING TYPE: V-N OCCUPANCY: A-3 TO SPRINKLERS ZONING: B-1 r EXISTING BLDG. SQ. FOOTAGE: 3,280 SF MALE ADAPTER ADDITION SQ. FOOTAGE:, SF EXISTING PARKING 39 STALLS PROPOSED PARKING �1� f�?+�4N IGAI. 'N�T�1E C.v�l'MoN �NIE �IZtc./ I�c�MA�`3 �U 1�1�C"TbCTG,aO _'VA - U RS I I G 2 OII e3G. A1*) wceK �,LeKuM a ri l -t ZV,2 CAL-., B � ; �ttvTl�i 1�• ���� I I ! ���i p�.� aR�g2v1 T� � �" µT, �ol�•TINUdVS �� ! R11o�of.�ENotcoyi� �i�► '� mil T , NO C10+614 C 0 RECOMMENOtu F'" 17 Sxi�?'�. ATMOePHERIC VACUUM BREAKER (INSTALL AS PER LOSAL CODE) GALVANIZED NIPPLE (LENGTH AS REQUIRED) NIPPLE GALVANIZED TO CONTROL VALVE ATMOSPHERIC �(j�VACUUM BREAKER DETAIL No 28 1 I W 1rIN��KO A b IRRIGATION NOTES - ADS j '�AIjJ�IR� .P� ��'ZiE� ;D►�-I.+A ,�� G-PM IDI �'dCi�. } 10 7 LA L3 11 O nib �► *W,I IOQ- LA . 3� c 10 NCB Ak I502 J. NI tea) ' ►JG- 4A Lff -C, RC LA. vI -LE 10, - I 'iar)►L - Gt.aa QOp - 11Jw?ALL UA h =,,fQ4oNL �41.v(� .•a�4 �ry . - 7074 L K�c,� I.� RAG SYS i 'j 21 C�I"1 @ 4c '9-1 FIX IS�`ts 5?<I.?ir-�b . 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'E" N M 9 T�►� To >2�1-�.I �I • 'jam 11 it _ _,±CF.Mo LKIS?G p�d1��G I � I , Chi: � •/ COWG • J�I,�L,K , � GVI°�1'J' -�-� G v � �'� N ;: +l I ^, 4 E y i\ +QJ�• �11N ) C 1� 11 �w � :al r �� { .,_�E G � I _ ��r L �ac,P►?JAI � - I' ' �KisT'G 5Tf�uX,7Uf�E A U �'f ii✓h ?, aICN �G TAC)L C S (- �" 6(le6- M r+ OK ' '✓1 - i4'-4 I ; l(,, -4 44 Gw �. �► ilia 7TH AVE SITE PLAN ` 1 I SCANNED W 21 Z003 OR $0090 Ie1#viand/7homas Architects 206-874-9272 Park Center I / West Campus 33400 8th Avenue South Suite 126 Federal Way, WA 98003 Architecture/Urban Planning 4552 REGISTERED ARCHITECT �V!1�HAEL ERVIN HOVL_4^11) StcTE Ci WASHI� en IA z LJJ N N M 0 > ui > M 0- QUJ Q co I„ W z >m 0 Z Z o a O Q0 4 ZI w W >_ Project/ /Notes Revisions No. Date Item CC iONi 4 5 6 7 8 9 10 _ - 11 Sheet Contents o Job No. Sheet Drawn By A-1 Checked By of Date PERM 00 � c co y