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Home My WebLink AboutPermit 1461 - Shasta Bottling Company - Addition4 CITY OF'.�.KWILA BUILDING DEPART. 1T 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 LOCATION OF WORK / NUMBER & STREET 1227 Andover Park East PERMIT NUMBER N2 1461 LOT BLOCK SUBDIVISION See attached legal description OWNER Shasta Bottling Co. ADDRESS 1277 Andover Park East, � it Tukwila � �j PHONE 575 -0525 NAME OF BUILDER Halverson Construction Co. STATE LICENSE NO. ELL1NH .i /4 N. SALES TAX N6' 578 063 115 ADDRESS 605 So. Riverside Drive, Seattle PHONE 762 -7185 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS May 3, 1978 ESTIMATE• VALUE 100 000.00 COMPLETED W • ; K $ F OUNDATION PERMIT FEE $ 287.00 FRAMING PLAN CHECK FEE $ 187.00 LATE PERMIT FE $ TOTAL FEE $ 474.00 TYPE OF VN CONST. OCCUPANCY B -2 GROUP DATE ISSUED September 3, 1978 3 ZONE C M ZONE — EXPIRATION DATE FINAL FIRE SPRINKL REQUIRED S MAX. 17 OCC. LOAD es II No DESCRIPTION OF WORK: Addition to existing office building; 1,770 square f�et. _01 THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL., PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY Halverson Construction Co. SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY Al Pieper CITY OF Tt'' OILA BUILDING DEPARTI � T 6230 South center Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 1 461 LOCATION OF WORK / NUMBER & STREET 1227 Andover Park East LOT BLOCK SUBDI VISION OWNER See attached legal ,description , Shasta Battling Co. .. • PERMIT NUMBER No 146. ADDRESS 1277 Andover Park East, Tukii. a . PHONE 575 -0525 NAME OF BUILDER Halverson Construction Co. STATE LICENSE NO, ELLJ.NH 3 /4 , SALES TAX Ne 578 063 115 ADDRESS 605 So. Riverside Drive PHONE 762 -7185 INSPECTION RECORD FOOTINGS COMMENCED BUILDING VOID IF May y WORK IS NOT IN 120 DAYS 3, 1978 . OF VALUE F 100 000.00 COMPLETED WORK $ FOUNDATION PERMIT FEE $ 2x7.00 FRAMING PLAN CHECK FEE $ 187.00 LATE PERMIT FEE $ TOTAL FEE -- V11 ;____$ 474.00 OCCUPANCY B-2 GROUP , -TYPE OF CONST. "DAi`ssuED • September 3, 1978 3 ZONE USE C M ZONE EXPIRATION DATE FINAL FIRE SPRINKLERS REQUIREDDYes MAX. 17 OCC. LOAD III No DESCRIPTION OF WORK: Addition to existing office building; 1,770 square feet. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT Halverson Construction Co. BY SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR Al Pieper /�� JJ M BY CcC..X; I N S P E C T I O N ME M .STREET ADDRESS LOT PERMIT NO. NUMBER A.M. INSPECT 9, d D CONTRACTOR R 2,1A RKS v� TYPE OF INSPECTION. % INSPECT I Oc REMARKS A.M. LOT PERMIT NO. NUMBER 1 `7 ul CONTRACTOR OWNER " FORM A.14' CITY OF :TU -KWILA BUILDING DEPaRTh1ENT TYPE OF INSPECTION CP/ 4- ADDRESS LOT NO . PERMIT NUMBER. /fie A.M. . //_ /'' INSPECT �! CONTRACTOR J� e R OWNER c5"/,1/ 7 57t-7 0 FORM .• 114 CITY OE ;TUfiWIT A. BUILDING .DEPARTMENT TYPE OF INS PECTIO�1 g.5j, 1'/FN�L5 INSPECT egjj t". LOT NO. A.M. VAR • 11.14.4. {/ � CONTRACTOR �7�14 AR 5 p n/ PERMIT NUMBER OWNER FOP..1114.'. CITY. OF 'TUKWILA BUILDING. DEPARTMENT TYPE Or `L INSPECTION . S �...� 8 FAI INSPECT 5- g r �8 RatARKS STREET ADDRESS LOT NO. PERMIT /14 NUMBER s4:*. P.M. CONTRACTOR A-Z - / f, L v'DiP .5oy OWNER s yr �—� m .49- is- Fly o• • CITY OF j'�'� � ILA DDILDI'D DEP RT!'9T 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 CATION OF WORK / NUMBER & STREET Ig 2 7 4/v401/Air PKL 4'4937-- T NER BLOCK SUBDIVISION Set4r7_4. IAPP-76" -39 A Co. DF1E � 11 PHONE S75 Ds � STATE LICENSE NO. EI_LI N 37 ME B ILDER • SALES TAX NO. C Se-W06 3115 PHONE 65 v DRE; . If/✓ ��::n. AS A CllY OF TUKCWlLA � BUILDING DEPT. APPLICATION ESTIMATED VALUE COMPLETED WORK $ ex, 1 /� � I 1 �•W PERMIT FEE R Q 7 p- FOR PLAN CHECK FE= ,% / .e• i C° BUILDING PERMIT 4. 7 % _ • ^ 4.111/ .1' LATE PERMIT FEE TOTAL FEE �J OCCUPANCY 00 $ 'TI7 GROUP 8 R USE ZONE TYPE OF N CONST. � DATE TODAY FIRE ''�'�''j' ZONE ____ ,. FIRE SPRINKLERS REQUIREDNYos ❑No MAX. OCC. LOAD 17 ICRIPTION OF. WORK: •DDoP. �JQ,ic s THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN ' BLIC RIGHT -OF- AY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND • RDINANCES. Sii-rote2.1zu issisrc L . •.�-#.D.i °.fl1!''t.:a'h km 11 E- '' �.1 � ,.. ?t ��l i 1 �3 ' � 4 '2 S'; tip/. j.T, ' (!•i L,'',4 - aki"'• _ tom. i . ' A.: D5174-.4±E 14E, f t �' am''' -#, r}� 1 -r, • • SCOPE OF WORK:. Complete Construction and finish of Buildings as shown and specified by the Contract Documents, including complete site Development and Utility connections. All work shall be in accordance with the current Uniform Building Code and all other local codes and ordinances adopted by King County. The General Contractor is responsible for verifing all existing conditions and dimensions of all items prior to fabrication, installation or erection. Any conflicts or discrepances on the Drawings or in the Specifications shall be reported to the Design Firm's Prolect Manager immediately for clarification. The Design Firm will accept no re sponsibility for unreported conflicts. Noted. dimensions supersede 'scalled dimensions. Separate applications will be made for the following permitts: 1. Mechanical and. Plumbing work 2. Electrical work STRUCTURAL NOTES CODE: UNIFORM BUILDING CODE DESIGN LIVE LOADS: Roof -25 psf; Floor -40 psf; Wind -20 psf; Setsmic Zone -3 FOUNDATIONS: Design Soil Bearing Value = 2,000 psf Minimum Depth of Footing Below Outside Finish Grade = 1' -6" Extend Footings Deeper than minimum to solid bearing where required CONCRETE DESIGN: Concrete construction shall conform to ACI specifications and be unsupervised. Design in accordance with working stress strength requirements. CONCRETE: f'c = 2,500 psi; fc = 1,125 X 0.75 = 844 psi Minimum 5 -1/2 sacks of cement per cubic yard of concrete. Maximum slump 3 -1/2" REINFORCING STEEL: • ASTM - A615, Grade 40. fs = 16,000 psi Minimum laps at splices = 30 diameters PROVIDE CONCRETE PROTECTIVE COVER AS FOLLOWS: Footings -.3" above earth surface and 2" from top and formed face. Slabs on Grade -.1" above moisture barrier Walls Interior Face) - 3/4" Walls Earth Face) - 2" Walls Weather Face) - 1 -1/2" LUMBER AND TIMBER: Douglas Fir, Coast Region, and graded in accordance with Western Wood Products (WWPA) 1970 - Standard Grading Rules. Lumber to be graded as follows: Beams: No. 1, Fb = 1,350 psi Fv = 85 psi Joist: No. 2, Fb = 1,250 psi Fv = 95 psi Framing Lumber: Standard, Fb = 600 Fv = 95 psi All bolt Heads bearing on wood shall have cut washers PLYWOOD SHEATHING: Douglas Fir Plywood Association (D.F.P.A.) Group I Plywood. All plywood to be Standard INT -DFPA (with exterior glue) SPECIFICATIONS CONTINUED GLUE- LAMINATED CONSTRUCTION: Douglas Fir Combination A, F -b = 2;100 psi Beams to be laid up in an approved case in glue and given one coat of approved clear sealer. MISCELLANEOUS STEEL: Beams, Angles, Clips, Plates and Straps, ASTM -36 fs = 17,280 psi Pipe Columns ASTM -A53, fy = 35,000 psi All welds shall be 3/16" continuous fillet welds unless noted otherwise. Welding shall be performed by qualified welders using heavy coated electrodes. Clean welds and metal and shop paint metal not embedded in concrete with one coat of approved zinc chromate primer.. TRUSS ERECTION AND SHOP DRAWINGS: Suppliers shall prepare all required shop and erection drawings. All drawings shall be approved by General Contractor prior to transmitting to Architect /Engineer. Review and approval of the drawings and design calculations must be secured from the Architect/ Engineer (A /E) and Local Building Authorities prior to fabrication and erection. RESOLUTION OF OTHER STRUCTURAL WORK will be done concurrent with field inspection after sufficient demolition has exposed the nature of the work. Inspection will be done by registered Structural Engineer. PLYWOOD NAILING SCHEDULE: Floors: 8d nails, 6" o.c. at perimeter edges and 10" o. at all intermediate supports. Walls and Roof: 8d nails, 6" o.c. at perimeter edges and 12" o.c. at all intermediate supports. floor plan general notes elevations building sections approved enderlein associates office addition foundation plan column & outrigger interior bearing interior bearing eave and trellis office addition shasta beverages typical panel reinforcing site plan legal description