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Plans (19) BU P2017 - 0026 1 RECEIVED SUMMARY SEP 28 2017 \t4 PROF, ek 4, CITY OF TIGARD 12.187 • Seismic Occupancy Catagory II BUILlThJ'G .m CU 1 �. Site Class - D "'"'r ` II Seislmic Design Catagory - D r oREco h A ✓ ss = 0.968 Si = 0.420 j 1 Sos = 0.118 Spi = 0.442 EXISTING BUILDING vo "z . ,s ,9a' +6 Generator r yN B. NoW"\ Genset Package 24,146 lbs 1,500 gal Tank 12,000 lbs I I Misc 254 lbs EXPIRES: 12/31/18 Total 31,000 lbs © �� 16'-S' 6'-0' j • " ' / p I 1 i _ f_Lil J� j 0.4 FOUNDATIONS j j ~ry El 1. Design soil pressure assumed to be 1,500 psf LL plus DL. SI it 2. New concrete generator slab to bear on firm, undisturbed soil or compacted fill. /e �� in 3. Structural fill shall consist of clean, well-graded sand, sand and gravel, or crushed ( TYP V rock. The structural fill shall be placed in loose lifts not exceeding 8' in / / I j a thickness and thoroughly compacted to a dense, non-yeilding state. '.4-i a 4. Do not excavate closer than a 2:1 slope below existing footings. I' N. I 1 v) CONCRETE - CAST IN PLACE IL j 1111 11 W x �� 252' 44.6 I a Z t i I. Average concrete strength as determined by Job cast lab cured cylinders at 28 i- �1 .- r, O Z days (plus increase depending upon the plant's standard deviation as specified / I i jin 1 In ACI 318) shall be 3,000 psi for all uses. '-_i 0 p ae 2. Minimum Mix Requirements: � i Z W � ., a. Maximum water-to-cement ratio: 050 for non-air entrained concrete, 0.46 for `� air-entrained concrete, 0.42 for interior slabs. o\ 1 b. Slump: 4 inches. Deviation from design slump +1I/2' to -I'. When concrete is to k_ be pumped, add plasticizers and provide a new mix design to increase slump • N. • 1 to a pumpable mix. Do not add water. /--\ „i, c. Air Entrainment: Per AGI at all exterior slabs. 1 0 ' : h' y d. Admix: Water reducing admix (Pozzolith or equal) For all slabs. \ / 0 \, e. Aggregate to be crushed rock ....IL../ -f-' I 0 eth F. Sand Equivalent to be void of organic materials. I m 3. Place and cure all concrete per ACI codes and standards. Iidpili 4. Sleeves, pipes or conduits of aluminum shall not be embedded in structural concrete unless effectively coated. _ _ ;_ _ - ,-\ _ �, - ). I Li REINFORCING �, _ �i I. All reinforcing steel for concrete to be grade 60 (grade 40 for ties) and shall , I j conform to 065C standards and ASTM A615. © ' 2. All welded reinforcing steel shall conform to ASTM A106. I 3. Fabricate and Install reinforcing steel according to the 'Manual of Standard TYP L1_�__—_ Practice for Detailing Reinforced Concrete Structures' AGI Standard 315. irl'-6'1 26'-8'_ 1 5. Lap all bars 21-0' or 30 diameters, whichever is greater. 14. Reinforcing shall not be bent or displaced for the convenience of other trades unless approved by the structural engineer. 15. Minimum cover from concrete surfaces to reinforcing steel shall meet AGI requirements. DO NOT SCALE FROM DRAWINGS, VERIFY – 16. Electrical conduit shall be placed near center of slab. DIMENSIONS WITH MAUFACTURER / OWNER. STRUCTURAL AND MISCELLANEOUS STEEL FOUNDATION PLAN I. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 1/4".11-0' 2. All pipe to be ASTM A53, Type E or S, Grade B. KEY NOTES (12) 3/4'. HILTI—o 'KWIK BOLT TZ' (43/4' EMBED) 6' MIN STD PIPE. GALVANIZE AND PAINTED. FILL W/ EI 12' MIN CONCRETE SLAB ON GRADE W/ 5 612' o/c TOP 4 BOTTOM. SEE (2/S1Xki 0 CONCRETE, ROUND TOP TO SHED WATER E3 ELECTRICAL BLOGKOUT. VERIFY SIZE t LOCATION W/ GENERATOR MANUFACTURERGENSET BASE RAIL or FUEL TANK PER CUNNINGS v ® (12) 3/4' ' HILTI 'KWIK BOLT TZ' (43/4' EMBED). SEE (2/SU. VERIFY LOCATIONS WITH GENERATOR MANUFACTURER (E) PAVING - TO REMAIN— " . �;�+ =� TAPER TOP E (5) 6'� (MIN) STD GALVANIZED PIPE BOLLARDS, SPACE EQUALLY. SEE (2/SI). — — — . • (E) PAVING Z f O o — F--I o ) n0 Oho foo•-�° a�o o I 0-400 0 0 000 000.00,--pp / 00000� 4'r �'-, ..C'� 1 "4 CONT en 24'4> CONCRETE FOOTING PQ VD AT BOLLARDS F—j W H •tC ,Ti- O 05 612' o/c EACH -t' , N N 3' 3' WAY TOP t .p l--I g BOTTOM ^ I F: 0C1cC 11-0' ,! 11-0' ji 11-0' I 0 w DETAIL MIN 3 DETAIL Q 1'=1'-O'40 Si I/21=11-01 d C `.J SPECIAL i _ /y .ON REQUIREDEt: State of Oregon Structural Specialty Code 1:12- on • , and Reinforcing Steel DATE 3 August 2011 Bolts Installed in Concrete DRAWN BY CITY OF TIGARD JHW Special Moment-ResistingConcrete Frame Approve b Planning CHECKED BY 0 Reinforcing Steel S,Prestressing Steel Tendons � ,Z� I, JEN ❑ Structu al NJelding Date: PROJECT No.: ❑ HighShengh±Bolting Initials: , Il-OSS ❑ Structural Masonry REVISIONS CITY OF TIGARD ❑ Reinforced Gypsum Concrete REVIEWED FOR CODE COMPLIANCE ❑ Insulating Concrete Fill OTC: Approved: [ k} —C`� � 12 II\ 11� 000000 Spray Applied Fire-Resistive Materials i;3(4----;:c � El Pilings, Drilled Piers and Caissons Permit#: C/t4-'2O 1✓- (-0 G1-_-, C Shotcrete Address: --(--;)5(9 C () /r \41,_r ❑ Special Grading, Excavation and FillingSuite #: _ C By,: �- - 1 Date: C ❑ Smoke-Control Systems SHEET ❑ Other inspections y • __ . OFFICE COPY S 1