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HomeMy WebLinkAboutPlans (2).pdfWestern Slope Materials Scale House Replacement + Administrative Addition BAKER DESIGN GROUP, INC 75 S 3RD STREET CARBONDALE, CO 81623 970 .3 7804 Drawings Included: -Map C-1, Existing Conditions and Location/Site Map -A2.1-Enlarged Site Map -A 1.1-Floorplans -A 1.2-Electrical Plans -A1.3-Elevations -A 1.4-M isc. Detai Is -A1.5-Mechancial Schematic -S1.0-Structural Notes -S2.0-Structural Plan -S3.0-Structural Details -001 -SIP Panel Shops-1 -002 -SIP Panel Shops-2 -003 -SIP Panel Shops-3 Owner: Western Slope Materials PO Box 1319 Carbondale, CO 81623 Phone: 970.963.2296 Fax: 970.963.2412 Contact: Travis Stewart Contractor: Ridge Runner Construction 1655 CR 109 Glenwood Springs, CO 81601 Phone: 970.945.5589 Fax: 970.945.9919 Contact: Brent Lough Project Architect Baker Design Group, Inc. 75 S. 3rd St. Carbondale, CO 81623 Phone: 970.379.7804 Contact: John Baker Structural Engineer KL&A, Inc. 129 Emma Rd. A-1 Basalt, CO 81621 Phone: 970.927.5174 Fax: 970.927.5194 Contact: Dan Doherty Codes: 2009, IBC,IFGC, IMC, IPC, 2009 IECC Occupancy Business Group ,B , .. Allowable Height (Table 503): 2 Stories (1 Story Actual) Allowable Area (Table 503): 9,000 SF (2,304 SF Actual) Construction Type V-B, non rated Minimum Egress With: -Floor Area per Occ. (Table 1004.1.2): 100 gross 2,304 SF/100 SF = 23 Occ. -Width per Occ. (Table 1005.1): 0.2 inches/Occ. 23 Occ. x 0.2 inches/Occ = 4.6 inches Snowload: 40 PSF Seismic Design Category: B Weathering Probability for Concrete: Severe Termite Infestation Probability: None to Sligh Wind Speed: 90 MPG Decay Probability: None Wind Exposure: B or C Frost Depth: 36 inches Winter Design Temperature: Minus 2 Construction Rating: Under 2500 SF = 5B Building Data: Heated SF: 2304 CONDITIONS OF PERMIT BLCO-2-13-2748 Blue Revocable Trust, Dee Blue Blue Pit Office/Scale Building 404CR 104 Carbondale, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK MUST COMPLTYTHE CURRENT LAND USE CHANGE PERMIT. 3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) PRIOR TO CONSTRUCTION, CONTACT THE LOCAL FIRE PROTECTION DISTRICT FOR PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL LETTER IS REQUIRED FOR CO/FINAL INSPECTION. S) OPEN-HOLE SOILS REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. 6) ACCESSIBILITY PER 20091BC, CHAPTER 11 AND ICC/ANSI A117.1-2oo3. 7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 9) LOCKS, LATCHES AND LANDINGS PER 20091BC, SECTION 1008. 10) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. en .c-.--aen :::I ..1 m C_C c0 ~; W L! ...... C") CCcn N ~ ·S CD .-N'" WEcoCO ~~ ~8 ~ Gi ~ ft Z c:::In .ec nG-) ~ ~ 0.-ca Exterior Dimensions: 24' x 96' Roof Construction: SIP Panel (R-46) + Metal Wall Construction: Concrete + w:z::Z:l ~ ~------------I-Le'"n -GC) ON .Q0 I' Thermomass Insulation (R-26.98) Windows: Aluminum Clad Wood (U=0.31) Floor Construction: Concrete Slab on Grade Foundation Type: Concrete Stem Wall + Footer Use: Scale House + Administrative Function Description: This project consists of replacing the existing older scale house with a larger building that will include administrative functions. Se< ~cVAP?1.f 6r for.m,J fr 54'/.ldM-! ~'"o/UJr~n-1~A. APPROVED svan:cr TO NOTED UCIPTIONS 10 INSPI:crIOIIIS GARlIELD COUNTY :?~~~~ LDCOPV I'IO~ WITHOUT 'I'IIJ"ft PLANS ON srn: ... of :~;.c~n ~... ~U f---------------l (1 DATE: 02/06/13 SCALE: NTS SHEET: Cover 2.4 aer.. L-___ -, __ -' :u~ r I ----Irrlgal8d Pasture 1 I 1 ~ /.~::;.~:_.;'',';, EflS€lfTJOnt __ ------_ 6t'56 --------I I I , 1 I I I I I ~ 3 u g ~ n M .5 4~ g Colorado Department Tran sportation o ~: 6 ~,ction 25 26 78 R 88W 6th P .M . Property Una and pormit Bound ary ---------by 000 Bluo 3lI.? Mr-. Proposed Pormlt Boundary 146.87 Acres 6Q.:i.'. Zoning Rural Zoninlg Olot,iol Irngatod Pasturo -----~~-----.-----------------.. -------t ~ ---&l-6IIi-____ _ , .. -----,---------~----~ .. -----..... --------1.2 J..on. -----------.. --'-----1<---------------35 36 ,_S Notes: 1. Contours are app r o~im ate at t he end of 201 1. 2. Adjacent prop erty boundaries are approximate. 3. See Adjacent Landowner Map for fu ll ext ent of su bject parcel. A -0 .4 Ioerw -------\ ;" A~d \ ,~ \ \ ~sturo -~ ...... 10110/Revisions Remove Image ------I ~ ~ •, ~ \ \ \ ( I \ I \1 I • l 7//BY DATE DES GL 6/12 DRN RE RE Jaw Cru sher 8o;:Isting Pit DATE 12/28/11 SCALE 1" = 200' ~-------------------+--+-~ CHK APPD Proposed _______ Permit Bound><ry EJc.lslinQ 1961 _ Permit Boundary ~Aoad .-E -E -E -e.: -E -E -Overhead PowerUres -=::::' ==:::":=:= -IFrroignacteio n Ditch/Pipe -'" -CAS -'''' ---G6b lIn<l Highway 6 2 • W~dl ~llon,-inoR _______ Property Boundary Doe Blue Property Owner ~ Greg Lewicki And Associates 11541 Warrington Court Parker, CO USA 80138 Phone (303)-346-5196 E-Mail -info@lewicki.biz I I I I -' I -", ~ i 1 or I I I 1 'I Abandoned II I I I I '111I~e-• -=--Property Una and Pormlt Boundary Western Slope Aggregate Blue Pit Map C-1 Phase 1 Existing Site • /' /' /I ////\ ///__ oe---1;~ ---\ \ APPROXIIIIA 1£ LOCA 1100 EXlSlIHG OWlS S\'SlD/--_ ...-' /r \ \ \ \ \ \ \ \ \ L /' /' -----..-/' \ \ -\ -------"'---'( IrIATCH EXlSl1NG GRAil[!, OR/I,£ :t \ \ \ \ \ \ .--J gaoo' ----, -I I I I I I I I I ------I I I I I /I I I I I I I I /6.0' 4<:1 I I I I ;-------------------PROPOSED OWlS BY SEPMA 1£ PERAl/T ~"""..1 ./""-"-S-EJ7JC EU91JtMYS -IIn;r1 /!7'/,J/t!I1/4! /e;ffr mu=,1 y/'eo/y S,/5/~m /5 drPflt;/ltd .fey Uf Iz> 30 j?~/'7C715 'per /~ a/e. j?t:'I';n~1 !2esoM-b"Y/# "20/2. -f3 SCOPE OF IMPROVEMENTS: 1. DEMOLITION IF EXISTING SCALE HOUSE HIGHWAY 82 2. CONSTRUCTION OF PROPOSED SCALE HOUSE, SIDEWALK, TRAFFIC CONTROL BARRIERS. AND GRADING TO MATCH EXISTING GRAVEl. oeCO::; "oe -----oe ----' "--" oe oe oe -----oe -----0 3. CONSTRUCTION OF PROPOSED ONSITE WASTEWATER TREATMENT SYSTEM "-"-"-"-, "-, , , "-, GRAPHIC SCALE 10 0 5 10 20 4(1 ~~~·-l!I~_I~I __ ~1 ~~~I I I ( IN FEET ) 1 Inch -10 fL I I I I ' 'Yq: ,., I I I I , , /"/I I PROPOSED LEGEND PROPOSED CONTOUR 1>220 PROPOSED CONTOUR INTERVAL !~j:~ml PROPOSED GRAVEL I ,. I PROPOSED CONCRETE EXISTING LEGEND ---EXISTING CONTOUR ---5220--EXISTING CONTOUR INTERVAL EXISTING A$PHAL T GENERAL SITE & UTILITY NOTES: 1. THE CONTOUR INTERVAL OF THIS MAP IS 1 FOOT. THE EXlSTlNG COI\ITOURS ARE FROM A EXlSTING FIELD SURVEY PERFORMED BY SOPRIS ENGINEERING. VERTICAL DATUM IS SPECIFIC TO THE WSM BLUE PIT. 2. THE EXISTING SCALE AND GRAVEL PARKING AREAS AS WELL AS THE EXISTING A$PHAL T SHALL BE MAINTAINED. 3. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES IN AlL DIRECTIONS, MIN OF 1;r IN THE FIRST 10' IN LANDSCAPE AREAS, OR 3-IN THE FIRST 10' IN PAVED, GRAVEL, OR CONCRETE AREAS. 4. AlL GEOTECHNICAl RECOMMENDATIONS TO BE ADHERED TO. GRAVEL SECTION SHALL BE MINIMUM OF 6" CLASS 6 AGGREGATE BASE COURSE, WITH MINIMUM COMPACTION TO 95% STANDARD PROCTOR 5. THE LOCATIONS OF EXISTING UTILITIES SERVING THE SCALE HOUSE WlLL BE MAINTAINED AS IS FOR THE PROPOSED SCALE HOUSE IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AlL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHAlL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHAlL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED. 7. AlL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 8. THE ONSITE WASTEWATER SYSTEM (OWS) SHOWN HEREON Will BE DESIGNED AND PERMITTED SEPARATELY. THE OWS SYSTEM WILL BE LOCATED N\lD DESIGNED IN COMPLIANCE WITH THE CURRENT COUNTY AND STATE OWS REGULATIONS. czi . U ~ w en => o I W --.J « 'e-n' .--a... w => --.J a::l I DATE: CI.l E-< ~ CI.l Z o u E u ~ Z :::J o (.) o ---l W LL «c::: <.9 JOB NO. SHEET >OJ ~ () w I () 02108/2013 12062,01 C2.1 (3 2 N .1 -N • .-N... .. m 1 --10 I N _ 1 N -' A -e-! i 21'-4" 12'-2" 5' 51/T .alatl';;' "::~ Window Heada. Hi Iht ---403,lt~L~~Ck Scale. I SCALE Vaulted Ceiling 8'-11 1/2" ~ T.O.Scale = 99.50 Vaulted Ceiling l"I '", B c 13'-1 1/2" 12'-3 1/2" 7'-9 1/2" 5'-5 1/2" 8'-3" -STORAGE Dropped Ceiling -D -1* 2:x6 Wall -·21<6 Wall D 12'-3 1/2" 96'-0" 9'-0 1/2" E l I F) REVISION E, r Bathroom si::tes increased, Mechanical and Storage Rooms Joined 12' 0" //19' 1 1/2" 3068 12' 5 1/2" 12' 5 1/2" G ( H I 12'-6" 11' 101/2" ---1--______________ r-Beam f Bearing Line -t:; I 18 :" I .. ~ I ~ 1m ~'I.-:! la -t I I I I I I I I I I I ~ ~ 2~OAmp I . "' _ S,rvice ENTRYI ADMIN ... • ~'"' I ~ll'IaUstocontaini"sutatio" I or ~ I Vaulted Ceiling ~;.: I lor sound (typ,) I ~ g ~ _~ ~ ~ I OFFICE-1 -·2.RW"U • ., .. TRAINING 11 -~ 0 "' 8:1 ci) I VaultadCelling ~~~~~e~:~ ~~U~~d~!:~ I '2Y6WaIlO!u~e~Cc.-'i'ing~ -'2"6waCO~I~!!I~~CE ~"6W .. 1I Vaulted Ceiling -~ : '" J ~nh~9" 13'-1" 12'-3 1/2" 12'-31/2" I 12'-('" 12'-5 1/2" J I II d-V~ftoO~~ ... I ;j. I 11 ~4--t--~~~~f=~T~~T~~~==~(j(~~!-~~~~~~==~I~~I~===========t~I~~~I============~~~I~~I========~I ====;=~I~~~I==~========~11~~I~~30~6~B;=il~~'~I~1~~~I=t~30~6B~~I~~~I~ : '-/: ~-r' 4~'_'~7" 2~_O~ ~~GLH~I~O'~0~1~~" ____~ ~~~~~/::~/p::l0'~_6=1~/12~~~2~650~'i~G~LH_ _____~ l1~'_9"_ ___t -_~-ti~.U~8G_ LH _ ___~ 12~'-3~~1/2"_ _-1 _2 _ 6_50 1~rL~H~ __~ I~2'~3~>ll~/2" __ -r _26 _5~0 IG_ LH_ _ _____~ 2"1-0~ . __ -r _ ~L--i_~7'-6;" /L-__~ _4~'~9~1/~22"~650~~G~3L.~H9~"~~3~}6t~1/!4~~6~OI8GL I : : oJ:~~~VISIONIl t0306~ .,-'fA_A __ J ///: I 19'-8 1/~ T ,,,. ~ ") 13' I" 12'-3 1/2" ~3 1/2" 12' 0" ";'11" "-;'-5" I I IL _ _______________________c_Or__·_-_~__S_I_D__~ ~I~,-K-------------------- -----------------------------------------------------~ J: ROOF OVERHANG 2304 Heated SF 2097 Interior SF ------------------------------------------------------------------ROOF OVERHANG ER DESIGN GROUP, IN 5 S 3RD STREET ARBONDALE, CO 81623 379.7804 m .c-".--en ~ ..1 m e_( 0C a= w le( :E DATE: 02/26/13 SCALE: 1/4" = 1'·0" SHEET: A1.1c F oOFplan ______ w/Revisions-2 --A B (C D E ! 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I> . ,. • . .. " ..' •• ... .., : >. .. .. . • ". t> , ... .,: . • , ". '·0 ~ . ', '-~.,' 403 .. .'..' . .. • . \i::=:ol.L=d! . 1> . , , . • .. ~ ~ ". 1>.' • , . I. ', , ·· , .. . , . .. ..... .' . .. 0 : ..' .,, I>, ' , . . , . ~. . to. LEVATION • N 12-1/4"SIP Panel Roof Structure ~ Light Fixture 6" Concrete Slab Slope to Drain (finish TBD) -BAKER DESIGN GROUP, INC 75 S 3RD STRE ET CARBONDALE, CO 81623 9 .7804 en .c-."--en ~ ... m e_( 0C Ea= w le( :IE ..-. .L.! en DATE: 02/06/13 SCALE: 114" = 1W·0" SHEET: A1.3 ELEVATIONS Window Sill Detail (Not to Scale) WINDOW FRAME (SEE MA~JUFJ~CTlJREI~)----Ld;,~r~:tJ BACKER ROD AND CAULK---::::=::::::==O--: PREFORMED EXPANSION JOINT MATERIAL,--t---1tx::;;::~:::::::::::~ BLOCKI NG------+--H-~9<;fJ INSULATION AS PROVIDED WITH __ +--+-1_+ THERMOMASS GFRP WYTHE TIE AS PROVIDED WITH---t==WC SYSTEM CIP (CAST IN PLACE) F 1 II II Typical Interior Partition Wall OSB (Sealed) ~------Ii ----r /I --+ ! II /, •0 OSB OSB I I 'I -..... I , b ./' ljIomJsote iallwayl I /'" -...I.. ,/f omosotE HoI mosote ~anel anel Panel I I ,I I I -I • 0 I OSE OSB -..... I ! I I V Window Head Detail (Not to Scale) -,-----,-,--II---,.,.~?<J"--r-rll-,----~ ~ ~ ~ GFRP WYTHE TIE AS PROVIDED WITH __ -t:==t:PC SYSTEM CIP (CAST IN PLACE) )<lP" IX :x X X X INSULATION AS PROVIDED WITH: _ +--H_ +Xx THERMOMASS X X ~I u >«< PREFORMED EXPANSION JOINT MATERIAL==j:;:=j~---~~~j BACKER ROD AND CAULK --~=-"'1!,-!j=( =j: ---~~ I I u WINDOW FRAME (SEE MANUrFrP"'vC",TIL) I RRFE:IF~")------Ji--=="'=:,=====i\ ~));==:~~ il==r==;===!I 'ill ~ 'u~ ----~~~~~~----Notes: -Refer to Structural drawings for wall and slab details_ 7h~)';?U I et/l~/t;I '.e ~/ZctJ t; J!lJCC IZ-&;Ui,.-bt-11('J1 h, No Overhang Building Section Effective Wall R-Value = 26.98 on Scale side_ S B I ( Wood tuds wI att nsulation Behind) A-A SIP Panel Roof Propanelll roof~ 12" 4"t:=-Structure (R-46) Pend nt (typ). Concrete .. '.7 (both sides) .,' 2x8 Dropped Ceilin . , " ' ". ' .. : Ir==*=;rr-----i' " (t ). IMech·1 , . " ' , . ~ '.: , . 4 ••• , : ., , " ,/' '0 I ermomass b I sulation I , , . • '0 o -I eo , , , " Thermomas Insulation b I Valueeo b -6" Concrete Slab (finish TBD) . ' .. ~ < " " :' ; . .; . ,; Truck '; ~ , Scales .' . ~ . '. .' .. ' BAKER DESIGN GROUP, INC 75 S 3RD STREET CARBONDALE, CO 81623 970.379.7804 DATE: 02/06/13 SCALE: NTS SHEET: A1.4 Misc. Details TYPE B GENERAL NOTES PROJECT DESCRIPTION 1. Proj~ct consists of a one story building with slob-an-grade and continuous spread footings at frost depth. Wall construction Is 'Thermomoss· cost-In-place concrete, and roofs ore SIP panels supported by wood beams and concrete "'01/5. 2. This description is for general orientation only. The Contractor Is IltSponsibie for all scops items described in the drawings and specifications as well as for all material and labor that can reasonably be Inferred there from. GENERAL APPLICATION 1. The~ drawings must be used In conjunction "fth the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanicol, and electrical sp~clflcatlons, and/or General Nates. 3. These General Notes are intended to function as the structural portIon of project sp~cificatlans. ... All things which, In the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or omb/gufties In the drawings sholl b~ brought to the attentfon of the Structural Eng'ne~r. Corrections or written interpretations shoJi be Issued before affected work may proceed. 5. The Contractor shall Inform the Structural Engineer, clearly and explicitly in I'ritlng of any deviation or substitutIon from requIrements of the contract documents. Contractor sholl not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawIngs, project data, etc., unless the Contractor has cleorly and explicitly Informed the Structural Engineer in writing of any deviations or substitutions at time of submission. CODES AND STANDARDS 1. BuildIng Cade: IBC 2009 2, -Building Code Requirements for Reinforced Concrete~ ACIJ1B, by the American Concrete Institute (ACI). J, -"anuol of Standard Practice -by the Concrete Reinforcing Steel Institute (CRSJ). 4. "NatIonal Oeslgn Specification for Woad ConstructIon" (NOS) by the American Forest ot Paper AssociatIon (AFotPA). 5, All references are edition referenced by the gov~rnlng Building Code. DESIGN CRITERIA 1. Occuponcy Cat~gory of Building: II 2. Wind Loading: 2.1. Basic Wind Speed -90 IIPH 2.2. WInd Importance Factor, I. -1.0 2.3. Exposure Category: C 2.4. GCpl = 0.18 2.5. Wind bose sheor: East/West North/South 13K 3K 2.6. WInd desIgn pressure for components and claddIng = 20 psf (based an area of 1000f) 2.7. Wind desIgn pressure for uplift = 20 psf 3. SeIsmic loading: J .l, Seismic Importance Factor, Ie = 1.0 J .2. Uapped sp~ctral response acceleration: 3.2.1. Ss = 0.386 3.2.2. 5, = 0,077 3.3. Site Class = C J.... Spectral response coefficients: 3.4.1. SDS = 0.258 3.4.2. 501 = 0,051 3.5. Seismic Design Category = B J .6. Basic seismic force resisting system: Concrete Sheor Walls 3.7. Response modificatIon factor(s), R = 4 J.B. Seismic response coefficient(s), Cs = 0,064 J .9. Analysis procedure used: EquIvalent Lateral Force Uethod 3.10. SeIsmIc Base Shear: East/West North/South ttK ttK 4. Gro,It, loading: 4.1. Sno. Loads 4.1. 1, Uinimum Flat Roof Snail Load; Pf = 40 pSf according to the Gorfield County Building Department Website 4.1.2. Importance Factor: I = 1.0 4.1.3. TerraIn Category: C 4.1.4. Exposure Factor: Ce = 1.0 4.1.5. Thermal Factor: Ct = 1.0 4.1.6. Slope Factor: Cs = 1.0 4. 1.6. "" snow loads on the structure far bath flat and sloped roofs are calculated In accordance with the 2009 IBC and based on the flat roof snow load stated above. Roof snOIr loads consider the follo.;ng load conditions: 4.1.6.1. Partial loading 4.2. LivB Loads: minimum uniform and concentrated live loads as well as partition loads and applicable IivB load reductions are determined according to Section 1607 of tho IBC. FOUNDATIONS I. Speclflc soils investigation .as not performed for this building. Foundation design based on IBC 2009 Sectlan 1806 Presumptive load-Bearing Values of Soils. 2. Foundations hove been designed assuming an vertkal allo.able bftOring pressure of 1500 PSF, 3. Geotechnical En Ineer is sale ud e of sultab/Ilt of underl:tfr.!. material to su rt foundations and sholl a rov~ b«Jrin material before foundation Installotlon. .. , Bottom of Bxterior footings, grade ~ams and walls shaJJ bear a minimum J' O· below final exterior grade for frost protection. 5. All fill materIal sholl be properly compacted. 6. Foundation .alls or grade beams having earth placed on each side shall have both sides filled simultaneously to maintain a common elevation. 7. Provide shoring and protection from the elemonts for eJtcavatJon bottoms and sIdes os r~qujred to promote safety, prevent caving and washIng and to prevent und~rcutting of footings after they have been placed 8, Contractor shalf provide continuous sit~ drainage by a mechanIcal method to control surface and underground water as required to maintain a dry working site, 9. Coordinate foundation drainage and water prooflng requIrements (perimeter dralns~ under slab drains, .ater proofing, etc) .ith Architect, PlumbIng and Civif drawings. CAST-IN-PLACE CONCRETE I. Ulnimum concrete compressive strength a B do sand u 8/ht: [LEIiENT STRENGTH. PSI W[lGHT. PCF Unless Noted 8elow 4000 145 FootIngs 3000 145 Walls 4000 145 Slabs on Grade 4000 145 2, Concrete shalf not be placed until reinforcing and embedded items have been Inspected by the owner's indtJpendent inspection agency and/or the special inspector. J. Concrete ltJoterials 3,1. 3.2. 3,3. Portland Cement: ASTII CI50, T,pe I or Type If. Type III may be used If acceptable to the Architect. Use only one manufacturer (and type) of cement throughout the Project (except use only Typ;, V cement for drilJed piers in contact with high sulfat~ content soils), Fly Ash: ASTII C618, Class C or F Aggregates: Provide aggregates In conformance to ACI JOI and ASTU CJJ. Provide aggregates from same source and suppUer as used in the concrete miJt design. J.J, 1. Pea GraWlI: Washed cleon, hord, rounded grovel conforming to ASTAI CJJ except graded for 90% passing the J/B-screen and 90% retained on the 1/4" Inch screen, Use pea grav~1 only when acceptable to the 3,4, 3 .5. ArchItect/EngIneer. Water. Potable. Admixtures: All concrete sholl contain water reducing admIxture or high range water reducing admiJtturB, 3.5.1. Water Reducing Admixture: ASTU C494, Type A (water reducing-normal set), or Type 0 (water reducing and r~tard'ng admiJtture) containing no chloride 3.5.1.1. 3.5.1.2. 3.5.1.3. Ions added during monufacture. "Eucon WR-7S" by the Euclid Chemical Co. "Plastocrete 161" by Sil<a Chemical Corporation "Polyheed" by lIaster Builde,.. 3.5.2. 3.5.2.1. 3.5.2.2. 3.5.2.3. 3.5.3, 3.5.3.1, 3.5.3.2. J .5.J.3. 3.5.4. HIgh Range Water ReducIng AdmIxture (SlJper Plastlcl .. r): AS1JI C494, Type For G (Super Plasticizer .ith retarder), containing not more than 0.1% chloride Ions, -Eucon Jr by the [uclid Chemical Co. "Slkament" by Sika ChemIcal Corporation -Pozzollth 400-N-by Alaster Builders Nonchloride Accllierator Admixture: ASTIII C494, Type C (Accelerating only) or E (Water and accelerating admIxture) containing not more than 0.1% chlorld~ Ions. "Acc~'guard 80-by Euclid Chemical Co, -Doracce'" by W.R. Grace A-Co. "Pozzollth-NC534" by lIaster Bullde,.. Air Entraining Admixture: ASTAI C260. ACI J01 for a/J concrete used for vehicular traffic and parl<ing or concrete permanently exposed to the weath8r. 4. Reinforcing: 4.1. Bars: ASTII "615-grade 60. 4.2. Weldod Wire Fabric: I.S1I1 1.185 5, Clearance between reinforcing and concrete surfaces: 6. 7. 8. 9. 5.1. Required concrete cover for non-fire-rated assemblies: Concrete cast against ct pffmanently eJtposed to earth J" Concret~ exposed to earlh or w8<lther -15 and smaller I 1/2" Concrete not exposed to weather or In contact with earth -.alls, slobs Itt and smoller 3/4" Earth formed trenches may be used for footings only. All construction joints shown on the drawings sholl be incorporated Into the structure unless therB elimination Is approved by the Structural Engineer. Reinforcing shall pass continuously through construction joints. Unless noted, provide continuous reinforcing around corners and through: constructIon JoInts and joInts between all abuttIng members. SpJlce bars with contact lops unless noted oth~rwise. BAR SIZE SPlIC[ lENGTH 13 19" 14 25" 15 31" 16 37" 10. tt. Splice welded wirll fabdc by lapping one full mesh space plus 2~ Oowol abutting concrete members together unless pourod monolithically. Dowels shall b~ equal in slz~ and spacing to the reinforcing In the supported member, 12. 13. Unless otherwise shown in the architectural dra.lngs, provld" "if" chamfers at all walls and slob edges that ar~ ~xposed to vie" In the finished structure, See architectural dra.ings for door and wIndow openings, drip slots, reglets, masonry anchors, precast bearing ledges, and for miscellaneous embedded plates, bolts, anchors. etc. 14, Refer to architectural drawings for concrete fin ishes. 15, Concrete mIx designs: '5. 1. Alix designs, Including water c~ment ratios and slumps, shall be prepared In accordance with ItCI JO,. 15.2. Cement sholl conform to ASTII C ISO Type I. 15.3. 15.4. 15.5. 15. 6. 15. 7. 15.8. 15. 9. Norma/weight aggregate shaJl conform to ASTU CJJ. No admixtures containing calcium chloride shall be permitted in any concrete. Uaxlmum aggregate size sholl be: J/B-for walls and "if -for slabs on grade. Water reducing admixture sholl be used in all concrete. Air entraining admixture in accordance with ACI J01 sholl be used In 01/concrete e)lposed to freezing and tholiing during either construction or service conditions, Concrete subjected to frening/tho.ing sholl have a maximum .oter/cement ratio of .50 and shall contain the amount of air entraining agent specified in ACI 301. In no case shall water/cement ratio excetld the following: f'0=3000 psI 0.60 max. w/c ratio f'c=4000 psi 0,50 max. w/c ratio 16, Curing: '6.1, Liquid typ6, membrane forming curing compound, conforming to ASTU CJ09, use Type I. Class A compounds, 16.2. Curing compounds should not be used on surfaces that are to receive additional concrete, paTnt, tile or other material requiring a positive bond un/~ss the contractor has demonstrated that the membrane can be satisfactorily removed before subsequent application is made, or the membrane dissipates or can 17. Hot Weather Placement: When depositing concrete In hot weather, follow recommendotlons of ACI J05. The temperature of concrete at time of placement sholl not eJtceed 90 degrees Fahrt/nh~it. Protect to prevent rapid drying. Start finishing and curing as soon as possible, 18. Cold Weather Placement: When temperatures drop below 40 degr .. s at any tIme during concr~te placing and curing, the provisions of ACf J06 R-2, which addresses the protection of concrete from frHzlng sholl be follo.ed, The following provisions are a guld~llne for cold-weather concreting procedurfls; however, they DO NOT replac~ nor $up~rcede ACI-J06. '8.1. Concrete mix and mixing procedures: '8. 1.1. Wherfl use /s des/rBd, a non-corroslv~, non-chloride acc~/eratJng admixture may be used in accordance with manufacturers printed instruct/ons, Admixtures containing calcium chloride SHALL HOT 8[ USED UNDER ANY CIRCUIISTI.NCE5. 18. 1,2. 18.1.3. Air entraining admlJttur~ in accordance with ACI-J01 sholl be Included in any concrete subject to freezing and thawing during either construction or servIce conditions. Wat~r and aggregate shall b~ uniformly heated to achieve the following temperatures during mIxIng (Refer to ACI-306, Table 3.1). If aIr temperature Is "', then concrete t~m~rature as m1x~d is .. , Greoter than 30' F; 50' F Bet.een IT and 31T F; 65' F less than IT F; 70' F 18.1,4, Concrete slump shall be malntaln;,d at 4 inches or less. (Ref. ACI-J06) 18.2. Concrete PlacIng: (Ref. ACI-306) 18.2. I. Ail sno., ice, and frost shall be removed so that It does not occupy spoce intended to be filled with concrete. 18.2.2. Concrete shall not be placed on frozen subgrade. 18.2.J. Concrete sholJ be placed at a temperature not 16ss than 55' F. 'B.3. Protection of concret~ during curing: (Ref. ACI-306) 18.3.1. Concrete shall be maintained at a temperature not less than 55' F during curjng, for the time duration specified btl/a., Concrete that wl/J be ~xposed to little or no freezing and thawing in service or during constructIon, such as In foundations and substructures. shall be maintained at the curing temperature for: 18,J,1.1. Two days if mode with Type I or II Cement. IB.J.1.2. One day if mode .ith type III cement, or accelerating admixture. or 100 Ibs/yd of addItIonal c.ment. 18.3.2. Concrete that will be uposed to weather In service or during construction: IB,J. 2. 1, Three days If mode with Type J or " cem~nt. IB,J,2.2. Two days if made with Type III cement, or accelerating admfxtur~, or 100 Ibs/yd of addItIonal cement. lB.J.3. Insulating materials for concrete protection are outlined in ItCI-J06, 19. Tolerance for anchor baits and other embedded Items shall be in accordance with ACI Code of Standard Practice, Sdct/on 7,5. Note the specified tolerance oppli~s to plan location of the Item and Is not relative to locotion within walls or footings, 20. Epoxy and ExpansIon Anchors: 20. t. Expansion bolts shall be wedge type zinc-plated or stainless steel, Hilti, Raul Stud or other ICBO approved equal. 20.1. 1. Instal/In accordance .Ith manufacturers printed Instructions. 20. 1, 2. Expansion and Epo)lY bolts sholl provide a minimum safety factor of four (4) times the following minimum worl<lng service lood copacity. OMIIETER SHEAR TENSION 1/2" 2250 Ibs 2000 Ibs 3/4" 4500 Ibs 4000 Ibs 20.2. lIalntaln the followIng mInImum spoclng/edge distance unless noted otherwIse. 21. 22. OIAIIET[R EXPANSION BOLTS EPOXY BOLTS SPACING EOCE SPACING EDGE 1/2" 5" 6" 3/4" 6" 9' Vapor retarder: po/yethy/eM sheet, AST" E1S .. , WeldIng af reInforcIng Is prohibited. 4-6-5" B" minImum 6 mills th Ick, WOOD FRAUJNG I. General 1,1, Th~ contractor Is expected to employ competent journeymen who are knowledgeable with respect to "Conventional Construction Practices" and nailing requirements as presentad In the IBC. 1.2. 1.2.1. 1.2.2. 1.2.3. 1.J. 1.3.1. 1.3.2. 1.4. 1.4.1. Dimensional Lumber (4x or less): Oouglas FIr-larch (OFt), No. I: Flexural Stress Compressive stress Horizontal Sh#lOr Stress 1I0dulus of Elastlclly Oouglas Flr-lorch (OFt), No. 2: Flexura/Stress Compr~ssive Stress Horizontal Sh#lOr Stress Alodulus of flastlclty Oouglas FIr-larch (DFL), Stud: Flexural Stress Compressive stress Horizontal Shear Stress 1I0dulu. of [lostlclly Perp Compressive Str~ss Structural Composite lumber (SCl) 1000 psi 1500 psi 180 psi 1,700,000 psI 900 psI 1350 psi 180 psi 1,600,000 psI 700 psI 850 psI 180 pal 1,400, 000 psI 625 Laminated Strand lumber (lSl -1.3[, 2x4, 2x6 StUds): Flexural Stress t 700 psi Horizontal Shear Strt/ss .fOO psi Tension Stress 1075 psi Compression Parallel to GraIn 1400 psI CompressIon PerpendIcular to GraIn 680 psI lIadulus of Elasticlly 1,300,000 psI lamInated Ven ... r lumber (lVL -1.9£): Flexural Stress Horizontal Shear Stress T."sion stress CompressIon Parallel to GraIn Compression Perpendicular to GroIn "odulus of Elasticity Structural Insulated Panels (SIPs): 2600 psI 285 psI 1555 pal 2510 psi 750 psI 1,900,000 psi Provide deferred submittal .ith stamped engineered calculations for SIPs used for bath roof and .011 systems. Canslder dead, live, snow gra,lty loading as well as lateral loads from wind and seismic forces. 1.4.2. See architectural drawings for ;nsuloUon requirements. 2. Connectors 2.1. All bolts, metal connectors, hangers, anchors, and fasteners in contact with preservative treated wood shoJi be hot dipped galvanlztJd G90 or stainless stMI type 304 or 316. 2.2. Anchor 80lts: 2.2.1. ProvIde 5/8" diameter embedded bolts .48" (max) taps of all .011. for 2.2.2. 2.2.3. attaching sl/J plates, As a minimum, provide 2 bolts, each withIn 12" of the ends of each piece of sill plate. J and L type bolts are allowed for anchorage of wood wall ass~mbJies. Anchor bolts shall be cast into concrete and have a minimum 7" embedment. 2.3. Nails: 2,J . t. Nailing shoJI conform with the minimum requirements con tained in Table 2J04.9.1 of the IBC unless more stringent requIrements are sho.n on these dra.lngs or In these notes, 2.3.2. All nails ar~ to be steel IIlre common nails and conform to ASTli F '667, uno CORNER BARS TO MATCH HORIZ REINF selYe satIsfactorily as the base for the later applicatIon. Curing shall be maintained for a period of 7 days In which the m~an ambient temperature is above 40 degrees Fahrenheit or untif the concrete has ottaimld STI.NDARD HO(.IK-~ 16.3. 70X of the specifIed campresslve strength. OPEN.HOLE SOILS REPO T IS REQUIRED AT FOOTING INSPECTION 1,500 PSF /S4WCUT OR TOOLED COIflROL /JOINT, CAULK PER AJ?CH. lfQI£; " -S4WCUT CONTROL JOINT WITHIN 5 HOURS OF f'tACEMfNT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION) TYPICAL SOG CONTROL JOINT lfQI£; STOP ItWF AT EACH SIDe OF CONSmUCTION JOINT METAL FORMED ~NT jJ x J'-O" (} 18" D.C. TYPICAL SOG CONSTRUCTION JOINT 01--S-CA1£-' ..;;.:;r"=;;-'4"= =-1 ~;;,.;~;.": :;;......;;;S...;;O...;;G;......;;.J...O.;;..I::N;..;.,T;;;.;I;;;;"N.:....;G~C_O,_~02 T/SOC ~-6X15-~'2. 1xW2. I ItWF PLACED ABOVE RADIANT TUBING ~~ ;;.::~;:~~::~:=::;:~~:(~-~S'U~P~P~O~RATC RCEEINSFSOOR~CEESM ENTOT .d ... iI ., • CD ~ H~INF DETAILS @WALL CORNE~2~1 ADD 1/2 OF PARAllEL INTERRUPTED BARS AT EACH SIDE OF OPENING BUT NOT lESS THAN (I) 15 fF FOR WAllS OR (I) 15 T&:B FOR SlABS 4'-0" MAX PROVIDE 90 DEGREE HOOK AT fND OF All INTERRUPTED BARS QPENII/C > 12" (t) 15 X J' -0" fA. FA. FOR WALLS OR (t) 15 X J' -0" T&:B FOR SlABS DIAGONAL BARS AT EACH CORNER ClASS B TYP NOTES, WHERE NOT POSSIBLE TO I.IAlNTAiN ClASS B PAST OPENING, HOOK REINFORCING 1. CLUSTERS OF SMALl HOLES WHOSE OVERALL MEASUREMENT EXCEEDS "-0" SHOULD BE: REINFORCED AS ONE OPENING. 01--==-.......T;;.,Y,;;;.P;;.......;R;;.;;E=I;;;..;,NF;;"";.~@;;;.""",O;;..;P; ;..=EN;..;.;;I;;;..;,NG.;;.;~;S _ \:..J IN CONC WALLS SCA1£: NTS C02-OJ B lAP OR All FIRST POUR REINF CONT ~All RfiNF. I , ABBR[VIATION AJ3 ''IT ARCH BOT BLOC BII BRG BS BTWN CJ CIP ClR COL CONC CONN CONST CONT o DIA, ; 0111 OTL owes OWL EA EF ElEV [W EXP EXT FaN FOx FTC SHEET NUIIBER MISCELLANEOUS NOTES I. The Contractor Is solely responsIble for all safety regulatIons. programs and precautions related to all .ark an this project. 2. Th~ Contractor Is solely responsIble for the protection of persons and property either on or adjacent to the project and shall protect It agaInst Injury, damage, or loss. J. Ueans and methods of construction and erection of structural materials are solely the Contractor's responsIbilIty. 4. The structure Is designed to function as a unit upon completion of construction of the project and then, only to support the design loads Ind/cottH!. The contractor is responsible for means, methods and sequence of constructIon and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5, No opllnlngs, nor ony chang~ In size, dimension or location shall b~ mode In any structural element without written approval of the Structural Engineer. 6. Openings "-4' or less on a side or" generally not shown on the structural drawings, Refer to drawings of other consultants for such openings, 7. Openings through floors and/or roofs for passage of utilities are not located nor dimensioned on structural drawings. Contractor shoJi obtain and coordinate such locations and dimensions with the contractor requirIng the opening. 8, Show all openings through structural members on shop drawings and submit for review. Openings not shown on structural drawings ore subject to acceptance and shall be specifically Indicated for review and acceptance. 9. Do not scale these dra.lngs, use the dimensions sho.n. 10. No structural modifications, alterations, or repairs sholl be mode without prior review by Structural Engineer. Submit details and calculations prepared by a prof~ssional engineer registered in state wher~ project Is located and ~mployed by contractor. QUALITY CONTROL t. Th~ Contractor is responsible for quality control, Including workmanship and materials furnished by his subcontractors and suppliers, 2, Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the work In accordance with the Contract Documents. J. Workmanship: The Contractor is responsible and sholl bear the cost of co"ec tlng work I'hlch does not conform to the specified requirements, 4. Correct deficIent work by means acceptable to the ArchItect. The cost of extra worlc incurred by the Architect to approve corrective work sholl be borne by the Contractor, QUALITY ASSURANCE t. Owner.iII engage a qualified Testing Agency, approved by the Architect and Engineer to perform tests and Inspections required by these General Notes. 2, Testing Agency sholl comply with AST" [J29 and shall furn ish a certificate of compliance, signed by the Professional Engineer responsible for management of the Agency. J . The ProfessIonal Engineer must be registered In the state .here the project Is located. 4. See SpecIal Inspection Program located at the end of the GenBro/Notes for required testing and InspectIon. SPECIAL INSPECTION GENERAL NOTES 1. The Owner sholl engage an independent special Inspection agency to provide spec/al InspectIon In accordance .ith Chapter 17 of the InternatIonal BuildIng Cade (lBC 2009) and project specifications: a. Structural concrete in accordance with Table 1704." I. 100% of all structural concrete sho.n on the structural documents shall be Inspected .lth the exception of equIpment housekeepIng pad b. Solis In accordance .Ith Table 1704.7 c. 100% of all structural concrete repairs utilizing bonding agents in accordance with manufacturer's recommendations GENERAL LEGEND SECTION CUT XX -ORA WING NUIiBER yy = SHEET NUIIBER ~UAil CALL OUT INOICATES ADOENDUII NUIIBER XX = OI/l.WING NUIIBER YY = SHEET NUIIBER XXX'-yy" ElEV"TION CAllOUT T.O. SLAB AlTffiNATE SEcnON CUT STRUCTURAL ABBREVIATIONS OEFlNmON anchor bolt alternate architectural bottom buildIng beom bearing both sIdes between canst/control joint cast-in-place cleor column concrete connection construction continuous depth diameter dimension detail drawings do_el each each face elevation each .ay expansion exterior foundation face of (S=stud, CIIU, etc) footIng STRUCTURAL DRAWING INDEX SHEU N"IIE ABBREVlA.TlON FS GEN HORIZ IFx INT l LAT lONG lSL lVl. IIAX IIIN NS NW, NWT OC OF OH PffiP REINF REQD SOC SECT SIP SPA TO THK TIWI TYP UNO VERT W Wll'F ~~ ~t§ ~~ I I XXX'-yy" = OBJ[CT ElEV"TlON T.O. SLAB = T.O. (OR B.O.) 08J[CT OfF/NmON for side general horizontal Inside face (S=stud, CIIU, etc.) Interior length lateral longitudinal laminated strand lumber laminated VBener lumber maximum minimum neor sIde normal weight on center outsIde face opposite hand perpendicular reinforcement required slab on grade secUon structural Insulating panel spacing top of thIckness transverse typIcal unless noted otherwise vertical .idth welded wire fabric 11===11111;' 11;~:~~0~ BARRIER ~ SEE GfNERAL NOTES ~ 51 .0 General Notes ct Concrete Typical Details 0 lfQI£; SEE PLAN FOR SLAB DEPTH TYPICAL SLAB ON GRADE SCA1£: J/4" = 1'-0" INSULAnON RE: AJ?CH 4" MIN FREE DRAINAGE BASE PROOF-ROLLED NATIVE MATERIAL C01-01 ~ " • • • •• • • NOTE: I. LOCAnDN OF CONST JOINTS IN WAllS ARE AT CONTRACTOR OPTION. TYP WALL CONSTRUCTION JOINT SCALE: 1/2" -1 '-0" C02-04 52.0 Structural Plans 0 53.0 Structural Details 0 ISSUE NOTATION: 0 -N[w SHEET <t -REVISEO VI/I.WING • -NO CIMNGES TO THIS OI/l.WING l8! -SHEU OElETEO MSf"_ ... " ..... ____ 1ItF r~t © ~_.M-"lIIaoa .. _ ....... 1·"#· ~':::-==/:=t:r~::-IQ&.\ Inc, rN£ ~_ OCMD:$ _o. __ -.uc IIIiI" IN_ ~ -I.DDENOUII NUIIBffi _NG"'tAI~"'-. __ IQiI ___ _ ......,...,--...-~.--~ --GIl£S_~r_trr __ ... _ .. ___ ____ o. ___ M:II.-nll-"':r IrlICLIMlI. • _1'IQ,Bl1, "_I11" ___ ...,« _ WI.., __ ~"_-.o,. __ ou. e KL&A,Inc" Structural Engineers and Builders 12'1 ErmwI Rd. A-l 8oG.oIt, Colorado 81621 P:(970J927 !117. F: (970)921 !l194 Gc*n, co • tlIMr. co • LfMIIrId, co • BIIIII, co 01.28.13 PROGRESS 02.06.13 CONSTRUCTION DOCUMENTS WSM/CASEY CONCRETE SCALE HOUSEl ADMIN BUILDING 14682 HWY 82 CARBONDALE, CO PROJECT NO, 60182 GENERAL NOTES TYPICAL DETAILS SHEET LIST SCALE: AS NOTED S1.0 A 2'-0· • c " ~ , I , I I, , ,, I,, , I B C D E 0 G (H) 2,'-4-1J '-I 1/2" 12'-J 1/2" 12'-J 1/2" 12'-0" 12'-5 1/2" 12'-6-96'-0· '" r------------------------------------------------------r------------- ---------------------r-------------------------------r-~ c -----------------------------r-------------------------------r--------------------------------r------------------------------1 ,, , , ,,I I ,,,I ,,I l ~ , '" ~ , ~ .. ,, ~ ,, ,, ,,, ,,, , ,I , I I I I I I , ,I , , , I (J) , J4.,4 LVL (2) 1J4.II% L-VL ' -$ ~ CONTINUOUS ----(2) I~'"%-LVL 2-SP~ CONTINUOUS -(2) I~.,,% LVL -SPAN CONTINUOUS -~ '"I I I i'~ I I I , ------------------------------------------------------~--------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------I I I I O ROOF PLAN 2 ~~~~-~ SCALE : 1/4" = 1'-0" PLAN2 B C D E IJ'-I 1/2" 12'-J 1/2" 12'-J 1/2" 96'-0· 16' O· 16'-0" 1 16'-0· " ----12'-0· I I ROOF PLAN NOTES: 1. ROOF CONSTRUCTION CONSISTS OF SIP PANElS ON WOOD BEAIIS .t CONCRETE WALLS. SIP PANEl THICKNESS BY SUPPUER. ANTICIPATED THICKNESS IS BY. ~ 2. CONCRETE WALLS ARE IHERIiOIiASS SYSTfIi CIP" WALLS WITH 2Y." RIGID INSULATION BTWN TWO LAYERS OF 4" THICK NWT CONCRETE. REFER TO IIANUF SPECIFICATIONS FOR INSTALLATION .t INSULATION REQUIREIiENTS. J. SEE SI.O FOR GENERAL NOTES. 4. SEE S1.2 -SI.5 FOR TYPICAL OfT AILS. F 12'-5 1/2" 16'-0· /G /CONTROL JOINT LOCATION, TYP AROUND PERlllfTER OF BUILDING J6'-0· r -------------------------------------------r------------------------------------------------r------------------------------, BLOCK OUT TOP 4" OF CORNER FOR COLORED SUB-ON-GRADE POUR, RE: ARCH V :CONTROL JOINSTS SPACED 0 /5'OC IIAX EACH DIRECTION, COORD LOCATIONS W/ARCH J'xJ'.IO" THICKENED --..... \ SLAB, RflNF W/(J) "-100'-0" T/SOC /4 fW BOT, J" CLR, ~ r --r -, ~ __TYP , UNO ' '\--+ -, r ____ , ~ I • ~--c r--, I I r--, I I I I I 10 1/2" TYP ,I , I, I I ,I ,I I ,I , I 2'-0· • c " ::! I -I I ~ ,I I ---f~~-iml~I -------~--------_+--.--4---------~~~~,--~~-----+~~4_--------+_ _ -~-------_+~~4_--------4_ _ I-+_--------J._f-~T -i I _J ~-.-J ~ l_ _J ,-T-, I ,. • c " ::! I e---J'xJ'x14" THICKENED ------/-C 6" CON SLAB-ON GRADE, I SLAB, RflNF W/(J) /41 '\ RflNF WI 6,6.W2.I,W2.1 WWF I fW BOT, J " CLR, 0 I THIS LOCA TlON ONLY I I 10 1/2" TYP : I I ::0... I I '--_.J • ~ -c I I '--_.J I '--I _.J I I I I ~ : 24"W,'O"THICK FTG RflNF D I W/(J) /4 CONT BOT, I TYP AROUND PERIIiETER I L ___________ _ -------------------------------.------------------------------------------------------- -----------------------~ 13'-1 1/2" 12'-0 1/2" 12'-J 1/2" 12'-J 1/2" OPEN·HOLE SOILS REPORT 1 \ IS REQUIRED AT FOOTING INSPECTION /, soo PSF -------12 '-0" NOTE: CONTROL JOINTS ON GRID I ARE COORDINATED W/OF WINDOWS/OODR. VERIFY FINAL LAYOUT WITH ARCH. IIAX SPACING = 18'-0" FOUNDA TlON PLAN NOTES: v I. PERllifTER CONTINUOUS FOOTINGS TO BE PLACED J6" IIINIIIUII BELOW GRADE TO BOT OF FOOTING FOR FROST PROTECTION. V 2. CONCRfTE WALLS ARE "THERIIOIIASS SYSTfII CIP" WALLS WITH 2Y." RIGID INSULATION BTWN TWO LAYERS OF 4" THICK NWT CONCRfTE. RfFfR TO lIANUF SPECIFICATIONS FOR INSTALLATION .t INSULATION REQUIREIIENTS. J. TYP BUILT -UP STUD COL IS J-PART 2,6 OFt N02 INSIDE OF 2,6 STUD WALL W/OSB ON BOTH SIDES, TYP UNO ON PLAN. RE: TYP DfTNtS. .14. SEE SI.O FOR GENERAL NOTES .t CONCRETE TYPICAL OfT AILS. 5. SEE S3.D FOR WOOD TYPICAL DfTNLS. • C> " -'" -• ~-J ::! • c -" ~ • ~ 0,> ---• <,0 <0 • ~-• <,:> .... '" • ~---0,> 3 2 1 at ~r~1n~.!;!~~ild.rs 12i Enme Rd. 4-, BauIt, COIorIIcIo 81 621 P: (110) 927 5174 F: (1170) 927 51906 GalGln. OO · 0...,00 ~ ~OO • a.., CO 01.28.13 PROGRESS 02.06.13 CONSTRUCTION DOCUMENTS WSM/CASEY CONCRETE SCALE HOUSEl ADMIN BUILDING 14682 HWY 82 CARBONDALE, CO PROJECT NO: 80182 STRUCTURAL PLANS SCALE: AS NOTED 82.0 PART __ -nrp. (3) PART COL PART ~ I:, " " :: I :": , " tYz • :1 I " ,~. ~ .i. •. .. ""-" , " I '~J ... "" I "~ (2) PART COL: STAGGERED lOd COIIIION WIRE NAILS 0 4" O.C •• ALT. SIDES (J) PART COL: STAGGERED 16d COIIIION WIRE NAILS 0 4" O.C .. ALT. SIDES (4) PART COL: 4''' PART -STAGGERED 16d COIIIION WIRE NAILS 0 4" O.C. TYP BUILT-UP COLUMN NAILING SCALE : NTS k 1 DIJ IIAX '---" ~ NEA TL Y BORED HOLE Not.: . Any holes through built-up wood stud columns should be rttl/Mlred wnh structural enginettr A--HOLES IN WOOD STUDS (NOTCHES ARE NOT PERMITTED IN STUDS) (DTYP REQUIREMENTS FOR HOLES & NOTCHES IN WOOD MEMBERS SCALE : NTS W02-Q2 W01-05 SCREW CONN BY SIP IIANUF LVI. BEAll, RE: PLAN BUILT -UP STUD COL INSIDE STUD WALL, RE: PLAN .t TYP DETAILS SCREW CONN BY SIP IIANUF SIP ROOF BY SIP IIANUF SIP MANUFACTURERS SHOP DRAWINGS MUST BE ON SITE AT FRAMING INSPECTION Stt! Atl~·ed. (*ItS «11-(1(} SHEATHING. RE: ARCH '-"mIT 2x6 WALL TOP PLATE • PROVIDE 1I0lSTURE BARRIER BTWN SIP .t CONC TAPERED BLOCK OR 0 INSULA nON FILLER •• • •• • • SIIIPSON PAIS ATTACHED 11'1 o • ~J 0 (4) 16d NAILS 0 48"OC. ALTERNATE SIDE ~--SOO--E:-~-~_~_~~~D~E~T~A~IL~--~_I' I r I ~C i' • ELECTRICAL PERMITIING & INSPECTIONS ARE BY THE COlORAllOSTATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION • ELECTRICAL FINAl. APPROVAL IS REQUIRED AT COIFINALINSPECTIO~ \ I \ , --1----, " I -I I j I , I , -----/~! j /, -' -1-----"" ---+--, SIP MANUFACTURERS SHOP " DRAWINGS MUST BE ON SITE ,' ~ AT FRAMING INSPECTION r ~~~~ "" AttAdti!el 0&'1 -~(J ~ :\-:m: = SIP ROOF BY SI~ If' IIANUFACTURER ~ ~ , ~ ~~ J ;\-\:1'1-\: -~ \ ~ I L VI. BEAll. RE: PLAN CONC SLAB-ON-GRADE. RE: PLAN \ ~ I " I _/I "'--STUD COL WITNIN 2x STUD WALL 11'1 WOOD SHEATNING ON BOTH SIDES : -, . . • .'.' -.-.' : RIGID INSULA nON. RE: ARCH "rHERIIOIlASS SYSTEII CIP" ARCHITECTURALLY EXPOSED WALLS. RElNF WII4012"OC EW EF ~ '" ~ ,~ '" " ., 21/2" 4" 4" , I 1/2" CLR I 1/2" CLR SOG. RE: PLAN , , . ~ I -x--. x ,I 1 14 HOOKED DOWEL. ALTERNATE SIDE 0 12"OC J CONC FTG. RE: PLAN , FOR SIZE .t RElNF • • ,~ • • " '" . , ---., OPEN-HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION '( SOO PSF FOUNDATION DETAIL SCAlE; 3/4" = 1'-0" ,( DTOO lb 3 -----1---, \ \ THERIJOIlASS WALLS. n!P /{:;\ OH ~ ~----, " RE: PLAN ~ -:-. :~?<~ ~! l j !~ Tlsoc ' . \ • , , . , ..... /, --------e KL&A, Inc. Structural Engineers and Builders 129 Emma Rd. A.l Basalt. Cobado 81821 P:(i1O)927 517. F: ('970)9275194 ~co • 0.-,00 -I..tMiIr'Il,CO . a-I,CO 01.28.13 PROGRESS 02.06.13 CONSTRUCTION DOCUMENTS WSM/CASEY CONCRETE SCALE HOUSEl ADMIN BUILDING 14682 HWY 82 CARBONDALE, CO PROJECT NO: BD1B2 STRUCTURAL DETAILS SCALE: AS NOTED S3.0