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Home My WebLink AboutPlansJ } 1 GENERAL NOTES LEGEND Roof slope --Re : plan ~--(N) Roof slab, see plan GENERAL 1. Design Criteria: a. Code: 2009 IBC b . ASCE 7 Building Occupancy Category II c. Design Roof Snow Load PF60 psi d . Seismic Design Category ·c-. Site Class "D" e . 3 Second Gust Wind Velocity 90 mph, Exposure B 2. Work shall be perfonned in accordance with regulations of 811 agencies having jurisdiction, including, but not limned to: Federal, State, County, and OSHA slandards. 3 . Dimensional infonnation provided is for reference and check purposes only. The Contractor shall coordinate all dimensions among these documents and verify aJI field conditions. Any discrepancies encountered that may affect the work shall be communicated to the Engineer at the earliest prior to proceeding with any work that may b e affected. 4 . The Contractor is responsible for all bracing and shoring for verticallwindlseismic/soil retention loads, shoring and protection of adjacent properly, temporary construction, and means that may be required to carry o ut the wort safely and appro prialefy. Field obsewations by the Engineer shall not encompass these considerations. 5 . Where discrepancies may be encountered in the construction documents, the more stringent requirement shall govern unfess otherwise clarified by the Engineer. 6 . The Contractor shall coordinate alf soils/materials testing and special inspections including concrete compressive strength and struclural steel bolting and welding . 7. Engineer's acceptance must be secured in advance for all structural deviations or substitutions. 8 These documents are inte nded to compl en1ent the Architectural documents and shall not be used independenrly thereof. 9 . These documents are in tended for the exclusive use of this project. The use of these documen ts for any other purpose is not authorized. Written aut horization from Gfenwood Structural and Civil, Inc. nlust be obtained fo r any other use . This document is to be used within one year of the date of preparation. Use after that period is not a uthorized. \ ..... ..... LOCATION x~ \__SOLVAY PUMPHOUSE (CR215 MAP 1-70 CONCRETE 1. Any verificat ion of existing conditions required on the drawings is to be performed at the start of construction . The Engineer shall be notifted of confirmation of the required verification items or discrepancies therein in a timely fashion in order that the modifications may be made appropriately. T.O .S. T.O.F. T.O.W. U.N.O. C.J. TOP OF SLAB ELEVATION TOP OF FOOTING ELEVA T/ON TOP OF WALL ELEVATION UNLESS NOTED OTHERWISE CONTROL JOINT Long Direction (Upper) Reinf_ per plan Short Direction (Lower) Reinf. per plan $ 108'-0 1 r .o. (EJ WALL i-1112· #5 dowels @ 24" O.C. into (E) CMU wall wl Simpson SET ...____ Adhesive embedded 5" MIN. Bend dowels to provide 12" MIN horfz. leg overwafl. Do not bend in direction perpendicular to wall. 2. Concrete com pressive strength (F'c) shall b e 5, 000 psi at 28 days. Aggregate shall confonn to the requirements of ASTM C-33. Maximum fly ash content in cementitious material shall be 20%. Maximum slump at the truck discharge point shall be 6". Air content shall be in accordance with local industry standard practice. Waterproofing may be achieved with Hycrete W502 admixture or pre-approved equal. Novomesh 950 may be used for additional shrinkage protection and shall be applied at a minimum rate of 5 lbs. per c ubic yard or addllional as pre-approved. 3 . Adhesive anchors shall be Hi/ti HY150, Simpson Set XP, Ramset/Red Head Epcon A7, or Power Fast. These shall be o f the dep th indicated and shall be installed ;n accordance with the manufacturer specifications. 4 . Expansion Anc ho rs shall be Hi/ti Kwik Bol l ff , Simpson Wedge-All, Ramset/Red Head Trubolt, or Power Stud. These shall be of the depth indicated and shall be installed in accordance wit h the manufacturer specifications. Special Inspection shall be provi ded where specifically noted on the drawings, CLR. ABV. (E) (N) CLEAR ABOVE EXISTING NEW ~~~~/l*tlf /!1Ulel1.7 /Z-<ru1rcH1-U4~ (E) 8' CMU wall 5 . Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield strength (Fy) shall be 60 ksi. 6. Submit fabrication drawings for footing and wall reinforcement prior to fabrication . Steel shall be detailed and installed in accordance with the latest editions of A C/ 318 and the ACI Detailing Manual. 7. Unless noted o therwise, clear distance to reinforcement for placement against earth shall be 3" and clear distance to reinforcement for p lacement against forms shall be 2" for bars #6 and greater and 1 ·112" for bars #5 and smaner. 8. Splic es in reinforcern ent shall not be made unless otherwise detailed herein or prevfous/y approved on the fabrication drawings. Unless n oted otherwise or p rohibited, lap length of reinforcement steel shall be 32 db (bar diameters). Continuous reinforcement i n beams and wall s shall be spliced at midspan for top bars and over supports for bottom bars. 9. Provide a m inimum of 2-#5 bars a t all Jambs, heads, and sills of openings as well as all top and bottom of WJlls, lop of wall steps, top of grade beam stems, bottom of wall steps and bottom of grade beam steps . 10. AU expose d concrete edges shall have a minimum of 314" chamfer or 112" tooled round unless noted otherNise. 11 . Reference Architectural drawings for non-structural concrete . BATTLEMENT MESA SITE I V,J.F. ADH. S1 S2 MAP VERIFY IN FIELD ADHESIVE SHEET INDEX GENERAL NOTES, LOCATION, LEGEND, INDEX, DETAILS PLANS & ELEVATIONS Pa t el boundries are approximate and are not drawn from survey CONDITIQ OF PERMIT BLC0,..15-3904 EnCana/S ol Chemicals, Inc Pump House of Replacement Parach , Colorado 1) ALL WORK MUST COMPLY WITH Tl~09 IBC AND MANUFACTURERS SPECIFICATIONS . 2) IF APPLICABLE, ELECTRICAL FINAL A'OVA L REQUIRED FOR COMPLETION INSPECTION . 3) LIGHT AND VENTILATION PER 2009 ECHAPTER 12. 4) CONCRETE REINFORCEMENT INSP E\:jN REQU IR ED . 5) FINAL/COMPLETION INSPECTION RE<RED . APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY ot1u~~~~T, FELD COPY NO 1,~~~i:;_CTION WITHOUT Th,·::..::: PLAN~ ON <--~E P """ ' vl1 c:;g? Of -- HIGH END SLAB TO WALL CONNECTION 1 (N) Roof slab, see plan·--, Provide cont notch in bottom of slab #5 dowels@ 24" O.C. See Detail 1131 (E) 8" CMU wall SCALE: 1"= 1'-0" Roof slope -Re:pJan S1 Long Direction (Upper) Reinf. per plan Short D irection (Lower) Ralnf. per plan LOW END SLAB TO WALL CONNECTION 2 (NJ Roof slab. see plan1 --~ #5 dowels@ 24" o.c. __ __,.. See Detail 1/S1 (E) 8" CMU wall SCALE 1"= 1'-0 " S1 Short Direction (Lower) Reinf. per plan Long Direction (Upper) Reinf. per plan SIDEWALL SLAB TO WALL CONNECTION 3 MC12x10.6 (o r equiv.) wl 112• x 4" H.A.S. @ 16" Sealant, by others Waterstop, by others Add1 reinf., per plan • Term inate rein!. at opening wlstd hook, TYP. Concrete rocf slab, per plan SCALE: 1"= 1'-0" $ 1 Prefab roof hatch, by others HATCH OPENING 4 SCALE: 1"= 1'-0" S1 These documents are intended for the exclusive use of the project specified below. The use of these documents for any other purpose is not authorized. Written authorization from Glenwood Structural and Civil must be obtained for any other use. This document is to be used within one year of the date of preparation. Use after that period is not authorized. KUERSTEN CONSTRUCTION SOLVAY#3 PUMP STATION GARFIELD CO. COLORADO GENERAL NOTES LOCATION, INDEX LEGEND & DETAILS Scale: AS NOTED Date Description 09/15115 Permit GI ENWOOIJ 51KIJCllJKAI AND CIV Ii INC . Engineers • Constr uctors 8 I 2 P1 tk1n Avenu~ Glenwood 5pnnqs, CO (970) 926-0 I 35 Fax 928-9804 Job Number 15469 Designer/Dra fter AG/MCJ Engineer AG Date 09/15/15 81 -4' .. c:::i Cr.I 'S M J ' ~ "j" Cr.I ~ c:::i ' "" c:::i °' c...::J en __, "' cc i= ..; = " JI @lj "' .. ii ]~ ~! "!! ~ E ' .... "" 0: (N) CAST-IN -PLACE CONCRETE ROOF SLAB I ' ........... -, ' ' , ' (E) CMU WALLS (E) CAST-IN-PLACE STEM WALL & FOOTING "\ ------ 4 RIGHT SIDE ELEVATION S2 EXISTING FOUNDATION PLAN SCALE: 112" = 1 '-0" ~"" 0 (( :t ;;§ Cl) 1-- Cl) (( ti:: 0 ;a ~ ,..., '" Cl> ao "( Ill + "( <o '" -(.) @:3 :;i ~ TE (N) CAST-IN-PLA CE CONCRE ROOF SLA B (E)CMUWA LLS CE (E) CAST-/N-PLA STEM WALL & FOOT ING (N) 6 " CAST-IN-PLACE ROOF SLAB WI RE/NF AS SHOWN MID DEPTH SLOPE TO DRAIN "\ /3\ \V 107'-4 (E) MASONRY T.O.W. I ' , , ............... ,:; .. ~/ , / , . , ' , ' , ', / ' I/ u V//17// /7 / 77/ r; ,, t-f/ ,, ~ 1/ ,, I ~ " r/,,.. [/:, [/ i/ -[!, -/, /, , '/ / / i/, -// , --- / / // -/1/ ~~ ;;' ----v I/ I/ r /I; -I/ I; j;" -- / , , / , , , , , , / // / , / / / / ' ~ d i-: >-ct :c: 0 Cl) 0 :l _, ' ~ iiJ -~ 3'-4" ± 2'-0"± (E) VENT I I I ' ' \ ; ' ' , , \ ' ' , ' , , ' , ' ' , ' , ' ' ' , ' ' ' , v ' " , ' ' ' ' , ' I ' ' ' ' ' ' ' ' , ' ' , ' ' ' , ' ' ' --- FRONT ELEVATION SCALE: 112" = 1 '-0" REINFORCEMENT IN SHORT DIRECTION: #4@ 12 + ADD'L BARS SHOWN (PLACE BELOW LONG BARS) :t :!:: '-d 0 -1-- (;'\ >-~ \._S:_/ 0 Cl) ~ @: - r// //// ~ ~,~/ I// i/// ~ ~ ~ ·~~ // I;, [; r.-:; W--I/ ---17 I I I/ I/ ~ I/ , "'I/ / I;[/ -- 1// I;/ , --~--------- 0 .67:12 ,r;... v/ I ~ v/ ....._s!/ I; --- -h11 L ,, / ·-~---- ' ' , //,i ' , , ' ' , ' , , /~ ' ' , I , ' , ' , ' , // ' , ' , ' , // ' , -~ (2) 114 BARS l / 6" TO !ST BAR (TYP) ~ ~EA EDGE OF --. I OPENING I/ , ' ' / ' ,, , ', , , ' ' 17 , ' , ' , ' '-, ' -- / / , / / , / /__.. .L I /I ' '/ / / / /, , ' / ' ' I // // // / ~/ / / / / " _,.. , HOOK BARS _/ WHERE SHOWN THUS 4 3'-4" ± 5'-4" t (E) DOOR OPNG ' 2'-8"±- 4'-0" MAX 2'-4 " --±1'·0-OPENING WIDTH V.l.F. 16'-8" (E) OVERALL ROOF STRUCTURE PLAN O' 2' 5' SCALE: 112" = 1 '-0" 17\ \:!Y ... 107'-4 ' 0 .. (E) MA SO NRY T.O.W. c -.J --.J c:: I!; 0 !!l . "' _, "' - I I ~ a ); :;: ~ (!) ' :c: o_ .. :c: ... '" 1--Cl ... :c: 0 o~ I ·' "' lij' ~ ' l I j ~ I I ""~ ':i ~ ~ 9 0;: --' -"' 10' These documents are intended f or /he exclusiVe use of the projecl specified below. The use of th ese documents for any other purpose is not authorized. Written authorization from Glenwood Structural and Civil must be obtained for any other use . This document is to be used within one year of the date of preparation . Use alter that period is not au thoriz ed. KUERSTEN CONSTRUCTION SOLVAY #3 PUMP STATION GARFIELD CO. COLORADO PLANS & ELEVATIONS Sca le : AS NOTED Date Desc ription 09/151 15 Permi t GI ENWoOll 51 RIJC:l IJRAL AND CIVIi INC. -E---3-EID En<::J 1neers •Constructors 8 I 2 f'i<k1n Avenue Gl enwood S p rings . CO (9 70) 92B-O I 35 Fax 928-9804 Job Number 15469 Designer/Drafter AG/MCJ Engineer AG Date 09/15/15 82