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HomeMy WebLinkAboutPlans... ·~~~ STEEl BUllDING SYSTEMS PROJECT NUMBER: PROJECT NAME: PROJECT LOCATION: CUSTOMER: U160058 6A Fuse Arc h itectu r e & Construction Glenwood Sp ri n gs , Roaring co Fo rk Anim al Hospital DEPARTPffr11l ~fVIEW BUILDING LOADS FOR BUIL DING Notes and Specifications Building Erection Notes 1) The generof c;onlroclor ond/0< erector is responsible to ,ofety and prnper1y PRIMARY AND SECONDARY STEEL PRIMER COLOR: .,_R,,,ED"'----- R00F SHEETING, TYPE: SS £!.. GAGE, FINISH: Golvolume YES NO D Jg FASCIA, PROJECTION : _____ TOP OF FASCIA HEIGHT: _____ _ FACE PANEL, TYPE: _ GAGE, FINISH: ______ _ DESIGN CODE: IBC 15 ROOF LIVE LOAD: LNE LOAD REDUCIBLE ,N~,,_o __ _ 50.00 PSF MBMA OCC. CLASS: __ II __ «-Kt the metal building system in confonnonce with thfl• drawirHJs. OSHA requirements ond metof buikting system In conformonce with these drawing ,. OSHA r~uiremenb and -.thw M8MA or CSA S 16 stondonb p«totnirHJ lo prop« erection. This includes, but is not limitod to, the COf'Tect u:,e of temporary ROOF PANEL CUP TYPE: O N/A □TALL jgsHORT OvnuTY jgFlXED □FLOATING BACK PANEL, TYPE: GAGE, FINISH: ______ _ GROUND SNOW L0AD:__@Jl__RSF SNOW EXP. FACTOR, Ce: 1.00 SNOW IMPORTANCE FACTOR, Is: _J_,QQ__ guys ond btoeing wh.,.e nNded ror squaring, plumbinq. and MCuring the ~urol ond secondo,y framing. Secondary wol framing members (girts or bar joisb) oni not designed · s o work pkltfonn or pro"<'ide sofe ty tie-ott ott lf"I occordonce w1 uir-emenb. Secondory "n9 m«nb<en (purlins or bor ' • not designed t o provi afety tie-off attachment in occordonce with ~uiremenb. & M~ Bolt tightening r.qulremenb: is the responsibility of the erector to ensure proper bolt tightness in occordonce with opplicoble reguloUons. See the RCSC Sg,sificoUon for strustUCPI Jgjot:, lJ1lo9 A.}25 or M9A Bott1 or CNi/CSA S16 "'Limit States Design of Sleet Structures· for mor. information. The following criteria mc:,y be used to determine the bolt tightnets (i.e •• "'snug-Ught"' or "'fuly-pnlen9t00edj. unless requind otherwise by locol jurisdiction or controc:t requk-emenb: A) All A-490 bolt, aholl be "'f~ty-pntensioned·. B) All AJ25 bo4ls in primory froming (rigid fromos ond bracing) moy be ·9nU9-tight"'. •xccipt os f°'lows: ·EYrtx=PCttco,jon" c92!\ boo, it· o) Building 91,1ppofb o cn,ne ,ystem with o oopocity 9r.oter than 5 tons. b) Buildin9 supports moehin.-y that er-eotH Yibn:lt.on, impoct or stren-~ls on the eonnections. The En9in..,--of- Record for the project should be consutted to evaluate f or this condition. e) The project site i s locoted in o Mgh seismic oreo. For IBC-bo.sed codes. ·High Seismic N'.a"' i, defined OS "'Seismic 0.s~n CotOC)OIY"' of -o·. -r·. or r. See th• "'DuikSing Loads"' section of Wt page for the defined seismic ~ cotego,y f« thi3 project. d) N'l'y conn.ction designated in thue drawing, 01 ·.u25-sc•. "Srip-Critiool (scr connec6ons must be free of point, 011, or other moteriols that A'duee friction at contoct surfaces. Golvoni:r.ed O< lightly rusted surfaces ore occeptoble. C) J.o..J&cllldg, oll AJ25 and A.490 bofb sho• be "'fuly Stoned•, except f<>I" secondary memben (puriins, Qil't.9. opening fro · , c.) and nange bfoce!I. ory m.-nber. (pufiin■, 9irt., · "n9, .t~.) ond fk,n,)., bn'.,ca • t"', un~u .ndic:otod oth.,...ise in these drawings. 3) The metal t,uading 11upp4ier shall be notified pri« to any field modif'icotions. Mod'iffCQtions ,hoD be approved by the mstof building supp4ier befOA1 won< is undertoken. •) Common Abbreviations: •i TYP UNO -Typlcol UnleH Noted othenrise fl SIM -SimikM' b SLY -Short Leg Vertical g NIC -Hot In Controct c LLY -long Leg Yerticol h SL -Steel Line d NS &: FS -Neor Sid• ond for Sid• i N/A -Not AppGoobl• e OAL -Overall Length j MBS -Metol Building Supplier 5) Const.ruction load, 31,oll not be ploced on ony structorol steel fromewOfk unless ,uch fromewock i, sofety bolted. •~. Of' otherwi,e odequalety secur.d, 6) Puriins ond girts sholl not be und as an onehoroge ppotnt f « o foH orrest system unlefl written oppn:>¥ol i, obtain.cl from th. metol building wpplier. 7) Puftins may only be used o, o walking/wOf'king ,urfoce when instaling safety ,y,ttm,. on..,. oH p«manent bridging ho, been in.ttoled and fall prot«tion is provided. 8) Construction loads moy be ploced only within a zon• that i, within 8 fMl of th• center line of th• primary supporl m«nbef. CfR bundle3 should be pk>ced directfy owf the rigid frame,. 9) Al lifting ~., must meet OSHA Of WSHA standards and in no case is it acceptable to UM structurol ~ a,ppf'~ by the MBS o• o ~ad.,. bor or lifting dNCe. THERMAL BLOCKS: □YES jgNO EPS FOAM SPACER: □YES jgNO SEAMING METHOD FOR CFR ONLY): □•ROLL LOCK.T" REFU> To = DETAIL •AGES FOR Jg'VisE LOCK.™ MlOffiOHAL SfAMINC INfORMATION □"VISE LOCK 360•™ COMPOSITE CFR DECK, TYPE: N/A GAGE, FINISH: _____ _ ROOF LINE TRIM, PAINTED: Bumished Slate SP EXTERIOR WALL SHEETING, TYPE: CW ~ GAGE, FINISH: Burnished Slate SP EXTERIOR WALL CORNER TRI M FINISH: Burnished Slate SP EXTERIOR BASE TRIM, PAINTED: Bumished Slate SP FRAMED OPENING TRIM, PAINTED: Bumished Slate SP WALL FRAMED OPENING, SIZES: FSW (1) 4•-o•x4'--0" w/s.ls O 3'--0" & 12'--0•; (1)12'-o·x16'--0·; (4) s•-o·x2·--0· w/sil O 13'-10 · BSW (3)6'--0•x2•--0• w/sil O 13'-10"; (1)8'-o•x10'--0"; (2)f-o•x4•--0• w/sils O 3'--0" & 12'--0" LEW (4)6'--0"x4'--0" w/,i/A O 3'-o•; (4)6'--0"x4'-0 " w/sil O 12'-0" REW (2)6'--0"x 2'--0" w/sil O 14•-o•; (1)12'x16'--0" INTERIOR WALL SHEETING, TYPE: _____ _ _ GAGE, FINISH: _____ _ INTERIOR CEILING LINER, TYPE: ______ _ GAGE, FINISH: ______ _ INTERIOR WALL TRIM, PAINTED: ______ _ YES Jg ~ D Jg D D D D NO D D DOWNSPOUTS PAINTED: Burnished Slate SP GUTTERS PAINTED : Burnished Slate Sf' WAU<DOORS, QUANTITY:(2)3070; (1)6070 PAINTED:._Wh'--i-'-te'------- Jg WINDOWS: _________ _ PAINTED: ________ _ INSULATION (NOT BY MBS), ROOF: 4 INCH WALLS: 6 INCH CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) WALL TRANSLUCENT PANELS: ROOF TRANSLUCENT PANELS: _______________ _ INSULATED PANELS YES D NO Q D Jg D Jg D Jg D Jg D Jg D Jg Gooorol Design Note:s 1) Al ,tructurol llt•et sections and welded pSot• m«nbers or• design.d in oocordonce with ANSl/,tJSC 360 "SpeciftCOtions for Structural StHI Buifdings· or the C>li/CSA S16 "\..imit State, O.:!llign of Steel Structures·, as ,-.quired by the spe,cified b4.likting cod•. D D D PIPE JACKS, SIZE: ___________ QUANTTTY:~--=:::;;;;;. __ _j ROOF FRAMED OPENINGS. SEE ROOF FRAMING PLAN FOR SIZES 2) Al wetding of structural steel is boMCI on either AWS 01.1 "'Structural W9'ding Code -Stoel• or CAN/CSA W59 ~elded St... Con,t,uc;Uon (Motel Arc Welding)"', as f9'q',lir9'd by the specifi9'd building cock. J) AH oold fOf'TMd members ore designed in occonfonce with ~/ NSI S 11 or C>N/CSA S136 '"Specifications for the Design of Cofd fonned Steel Strudurol w.mt>eni•, 011 required by th• 9f)OCified building eode. •) M wehSng of cokJ formed steel is bosed on AWS Ot.3 ·structurol Welding Code -Sheet Steel• or CAN/CSA W59 "'Welded Stee4 ConllU'\lction (Metal Arc Wekfing) .. os n,quifed by the specified building eode. 5) Thhi Metal Building Supptier facility is IA.S AC-•72 Accredited ond CAH/CSA A660 ond W47.1 Certified (if appfieobfe) for the duign ond manufocturin9 ot Metal Building Systems. 6) If joist.I afe inckJded w'ith this project, they or• supplied o, o port of the sys tems enginfff"ed metal building and or• fabricoted in accOf"danc• with the requintmenb of Section 1926.758 of the OSHA, safety standards f<>I" steel erection. dotied Jon!JO')' 18, 2001. Material Specification:, Plate ond Flange Maleriol: 5• -12· Wide. to t 1/•• Th. --A.529 GnJd• 55 Others ---------A.572 Grad• 50 Built-Up Strveturol Web A10I t SS (« HSI.AS Ckl:n 1) Crode 55 Hot-Rolled Structural AJ6 w AS72 Grode 50 ot A992 Grode 50 Structural Tube A.500 Cnlde 8 (46 KSI) Sbucturot Pipe A.500 Grode B ( •2 KSI) Cofd-Fonned structuf'OII A1011 or A10J9 SS (or HSl.AS Ooss 1) Grode 55 Clo~ Roof Ponel A792 Grode 80 CfR / YR16 I Aoof Pona A.792 Grode 50, Oo,s 1 M Wol P ~ Profilu A65J Grode 80, Oas,; I or A792 Crode 60, Cklss 1 Rod Broeing A.529 Grode 50 Welds AWS 01.1/01.3 or CSA W59 per Building Code High-Strength 8otb Al25 Type 1 or M90 Type 1 Heo-,,y Hu Mochine Botts JtJ07 Grod• A Mex RIDGE VENTS, 10•-o• LONG X g• THROAT. QUANTITY: __ ~'----- ERECTOR NOTE· ALTERNATE FASTENERS HAVE BEEN SUBSTITUTED ON THIS BUILDING. WHERE THE DRAWINGS INDICATE AN H1040 STRUCTURAL FASTENER, H103S (2" WASHERED WALL FASTENERS) HAVE BEEN SUPPLIED. WHERE THE DRAWINGS INDICATE AN H 1060 FASTENER, H 1050 (WASHERED FASTENERS) HAVE BEEN SUPPLIED. ■ THIS BUILDING DESIGNED FOR FUTURE LOADS THIS BUILDING HAS BEEN DESIGNED TO SUPPORT LOADS TO BE ADDED AT SOME FUTURE POINT IN TIME. THE PROJECT ENGINEER OF RECORD MUST ASSURE THAT m'/ LOADS APPLIED AT m'/ FUTURE POINT IN TI ME DO NOT EXCEED THOSE ACCOUNTED FOR IN THE DESIGN AND SPECIFIED ON THE ERECTION DRAWINGS. SEE PAGE C 1 FOR MAGNITUDE, DIRECTION, AND APPLICATION POINT Of LOADS. FOR OCCUPANCY CATEGORY I OR II BUILDINGS, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR SEISMIC STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS) TO ACCOMMODATE THIS STORY DRIFT. 2. 3. 4. 5 . 5. CAP TRIM PAINTED: _______ BASE TRIM PAINTED: ______ _ D CLOSED SYSTEM, CLEAR UNDER somT TRIM:--------- S0FFIT PANEL. TYPE: _______ GAGE, FINISH: _____ _ somT TR IM AT BUILDING LINE PAINTED: ------------ □ OPEN SYSTEM, (NO S0FFIT PANEL PROVIDED) CLEAR UNDER FASCIA: _____ _ PARAPET SYSTEM D STRUCTURAL PARAPET D NON-STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: _______ _ BACKER PANEL, TYPE: _____ _ GAGE, FINISH: _____ _ CANOPY, PROJECTION: _____ _ AT EAVE LINE 0 BELOW EAVE 0 ROOF PANEL. TYPE: _____ _ GAGE, FINISH: _____ _ somT PANEL. TYPE: _____ _ GAGE, FINISH: _____ _ somT TRIM AT BUILDING LINE PAINTED: ------------ CLEAR UNDER CANOPY BEAM: ___ _ EAVE EXTENSION, PROJECTION: _________ _ somT PANEL, TYPE: _____ _ GAGE, FlNISH: _____ _ SOFFIT TRIM AT BUILDING LINE PAINTED: ___________ _ RAKE EXTENSION, PROJECTION : ____ _ SOFFIT PANEL, TYPE: _____ _ GAGE, FlNISH: _____ _ S0FFIT TRI M AT BUILDING LINE PAINTED: ___________ _ PARTITION WALL SHEETING PANEL TYPE: ________ _ GAGE, FINISH: _____ _ PARTITION WALL TRIM COLOR: WAINSCOT WALL PANEL, TYPE:_______ GAGE, FINISH: ______ _ BASE TRIM PAINTED: _______ JAMB TRIM PAINTED: ______ _ RESPONSIBLE FOR INSTALLATION OF F\JTURE _LTON WIND:~ MPH EXPOSURE:£ UL 90 _llQ__ WIND IMPORTANCE FACTOR, lw: ___ _ QosstC Roof-COn,t. No. 161; Clossic Roaf w/ Tronslucenl Ponel-Consl. Ho. 167 Cf'R Roof-Const. No. 552; CFR Roof •/ Tronslucent Ponel-Const. No. 590; Compo,ite CfR Roof-Const. No. 552A; \IR16 II Roof-COO,l No. 332. SEISMIC INFORMATION Ss: 0.330 S 1: 0.063 Design Sds/Sdl: 0.338 / 0.133 Site Closs: _D __ Seismic Imp. Factor: ----1..&Q Sei smic Design Cotegory: _C __ Analysis Procedure; Equivalent Lateral Force Method Basic SFRS· Not Detailed tor Seismic ~ I) COlLA.TEAAL DEAD LOM>S, Ur«..ESS OTHERWIS£ NOTED. ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSP040ED SPRINKLER SYST{MS, UCHllNC, HYM: EQUIPMENT. CEll.l'-IGS. ETC., AR£ SUSPENDED FROM ROOF" MEMBERS, CONSULT lHE M.B.S. IF ll£SE CONCO<TRATt:D ui..DS EXCEED 500 POUNDS (US .. C n<E WEB MOUNT OCTAIL) OR 200 POUNDS (USING THC FW<GE MOUNT 0£T"L), OR IF INDMOLW. MO<BERS ARC l.!W)€O SICHFlCANTI.Y MORE llWI 01li£RS. 2) Tl£ DESIGN Of STRUC1\JRll. MEMBERS SUPPORTINC CAA',f!Y LOAOS IS OOtlll<ou.ED B'I' THE MORE CRfl1CM.. EFFECT Of ROOF LNE W.-0 OR ROOF SNOW LOM>, liS 0£n:RW"'ED BY Tl<!': APl'UCA8I.£ COOC ROOf OCI() SOSIIIC Cs: BASE SHfNl KPS : ERECTION MANUALS REQUIRED (ERECTlOH t.lANU-'l.S ARE SHIPPED WITH lliE BUIUllNC IN A WAAO!OUS( P-'CKINC CRATE) S. BRACING, AND CRANE RAILS. IF THE DIMENSIONS EXCEEDED, AN ENGINEERING INVESTIGATION WILL BE REQUIRED BY llll CFR ROOF 0 H9700 OR l!!I H8260 0 SINGLE CURB (H9850) BL£ FOR INSTALLATION OF FUTURE _l__ TON RACING. If THE DIMENSIONS CAI.LED FOR IN STIGATI0N Will BE REQUIRED BY THE METAL FOR ALL FIELD WELDS FOR THIS FUTURE FIELD WELDS FOR THIS FUTURE CHAIN FROM STEEL LINE ON FRAME LINES 2. 3. 4. UIRE AN ENGINEERING INVESTIGATION BY THE 0 CLASSIC ROO F 0 H9420 OR O H8201 0 DOUBLE CURB (H9800) llll WALL SHEETI NG O H9430 OR llll H8300 0VR16 II (H9925) DRAWING INDEX COVERSHEET _,C~1~.~c~z~.~Cc31-.. ________ _ ANCHOR BOLT DRAWINGS _,_F_,1......._..._ __________ _ COLUMN BASE REACTIONS __,.,.__ ___________ _ STRUCTURAL/SHEETING DRAWINGS __,E..,J~. _.E2....._. _.p.,,._, ..,,E.::14:..., _.,E.,,5:..., _.E""6.......,E7"-'--..,E,.8~- E9. E10, E11 DETAILS __,0,.,1~. _,p,..2""-. _,p,,,J,......D,:4c,., __,p,,5,._,__,p,.,6,._,__,p<.Jzu....Jpa"5l,. __ P9 010 (/) ~ w tn >-(/) c., z 0 ...J :::, m ...J w w f- (/) 0 z :i: 0::: z 0 i'.= 0 ::J 0::: f-- Cf) z 00 oo oc'.S -Cf) w C) O:::z ::J - f--0::: 0 0.. w Cf) t::o IO 00 w~ S ~ z z w w t; Cf) _J a :::::i c:> g: LL _J <( f-- 0.. Cf) 0 I _J <( w 2 ;::! .= z O t;:; <( 0 w I U) ::i:::: - 0::: ~ 0 <( LL 0 <( C) z <O ~z o CX) l!) z -(l) "'0 "'0::: 0::: :i:o ::; <( <( ~ <D ~o o .,, ..- 3 0::: Q :::J \ ' Rr.~~ PROJECT NUMBER: PROJECT NAME: PROJECT LOCATION: U160058 6A Fuse Arch itectu r e & Construction Glenwood Sprin g s, co STEEL BUILDING SYSTEMS CUSTOMER: Roaring Fork Ani m a l Hosp ital STRUCTURAL TESTS AND INSPECTION: 1) THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIB ED IN SPECIAL INSPECTION. THE SPECIAL INSPECTOR 'S DUTI ES ARE AS DESCRIBED IN IBC 17 04.3 AN O IBC 1705 2 ) ALL TESTS ANO INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING ANO IN SPECTION AGENCY EMPLOYED BY TH E OWNER OR ARCHITECT . 3 ) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDIN G THE TEST ANO INSPECTION FIRM WITH A SC HEDULE TO FACILITATE THE PROPER COORDINATION OF WORK . 4) PORTIONS OF WORK REQUIRING SPECIAL IN SP ECTION: AGENCY RESPONSIBLE FOR INSPECTION ANO TESTING TO BE NAMED BY OWNER LATER . YES A. STRUCTURAL STEEL: 1 . MILL REPORTS ANO IDENTIFICATION OF STEEL (AFFIDAVI T OF COMPLIANCE ) ............................................................................................................................... . 2 . SAMPLING ANO TESTING OF SPECIMENS ................................................................................................................... · .................................................................. .. □ □ 8 . WELDING: 1. ALL STRUCTURAL WELDING (INCLUDES DECKING ANO WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2 ..................................... .. 2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES. BRACED FRAMES, BEAM SPLICES, ANO FIELD WELDS ................... .. 3. STRUCTURAL LI GHT GAGE METAL FRAME WELDING ........................................................................................................................................................................ . ■ □ □ .. C. BOLTING: 1. HIGH STRENGTH BOLT A325SC ANO A490SC (PRETENSION VERI FICATION ) ........................................................................................................................................ . 2. HIGH STRENGTH BOLT A325N ANO A490X (PER COVER SHEET NOTES) ..................................................................................................................................... .. 3. EXPANSION/AOHESNE ANCHORS IN CONCRETE OR MASONRY ..................................................................................................................................................... . ■ ■ ■ }h'"'tf s~Tll f>~nue, H ~ UJ )_~ Si J.S:_, ,..,___ -:::tJ.i~:,lQ1~/.lS C~ f7 .:t=Bc \ NO ■ ■ □ ■ ■ □ □ □ N/A □ □ □ □ □ □ □ □ "'(/) <3 8 V) ~ w I- V) &) C) z 0 _J ::> m VICINITY MAP 3927 County Road 154 OCCUPANCY LOAD DIAGRAM Business Function 1184 sf/ l00sf = 12OC.C. Agricutlural Function 341 6 sf/ 300sf = 12 O.C.C. EGRESS PATH DIAGRAM ' ' ' ' <-haaa:----.- ( SCALE: l /1 6 11 1 1-0 11 SCALE: 1 /1 6 11 11_011 PROJECT INFORMATION Project: Parcel ID: Legal Summary: Lot Size: Project Description: Roaring Fork Equine Hospita l 3927 County Road 154 Garfield County, CO 2185-354-15-002 Quarter: SW Section: 35 Township: 6 Range: 89 Subdivision: EASTBANK, LLC MINOR SUBDIVISION Lot: 2 PARCEL 2A, EASTBANK, LLC LOT LINE ADJUSTMENTS PLAT RECEPTION # 865787 AND EXHIBIT C-1 OF THE BOUNDARY LINE ADJUSTMENT AFF IDAVIT RECEPTION# 865784 16. 983 acres Construction of a new steel building, approx. 4.~0sf for a new equine hospital. Facility will be made up of a 3,200 sf patient area and a 1,200 sf front office area. Garfield County Land Use and Development Code 3-201. Zone District Dimensions Zone District: Rural Max Loi Coverage: 15% -[16.983 ac x 43,560 sf/ac) x .15 = 110,966 sf Maximum FAR: N/A Setbacks: Front, Arterial Front, Local Rear 50 feet 25 feet 25 feet Side 10 feet or 1 /2 of bldg height, greater of the two Height : Residential Nonresidential Garfield County Building Requirements 25 feet 40 feet Applicable Codes: 20I5~1BC, IFGC, IMC, IPC, 2009 IECC USE: Building Type: B V-B Building SF: 4,600 Height: 22'-6" -Animal Hosptial. Kennels, & Pounds Fire Protection: Non -sprinklered, 903.2 -Table A: Allowable Floor Area for Buildings Building Type V-B > 7,500sf Occupant Load per IBC 2015 Tabl e I 004. l .2 Function Business Agriculture Total Area 1184 3416 O.L.F. 100 300 Occupants 12 12 24 /D<:> .3. zf_z.) /t:Xt;,. 2.. I Egress Pathway Distances per IBC 2015 Table ..£6 I tl :' /of7 All Exit access travel distances are shorter than 100' CONDITIONS TO PERMIT 1. A ll wo r k to comply with the 2015 IBC, IPC, IFGC , IMC, and 2009 I EC C. 2. St ate Electrica l Inspector to do all electrica l i nspections . 3 . Lo cal fi re d istrict to review and inspect proj ect for 2009 IFC code req uirements. 4. Ve rify an y medica l gas use complies with Ch apter 30 and Sectio n 3006 IF C, a nd NFPA 99. 5 . St o r age and use of any possible hazardous materials cannot be greater than t he al lo wable quantities per Table 307.1(1 ) IBC without amend in g the plans an d occ u pancies. 6 . Fin al i nspection by fire district required pr i o r to County final ins pection. 7. A ll ex t e ri or lighting shall be downcast and shie lded and comply w ith Sec 7- 30 4 . Li ghting Standards, of the Land Use and Development Code of 20 13 as am e nd ed . 8 . Us e o f the structure and property must meet all conditions of the Land Use Change Permit Rec 882419 issued with the application GAPA-05-16-8453. q, J~$: ~"t1W..1t(O ~ ~M,llll.l,J ftM fJ't((-U. 'P,,,o r,,/t..FO 'J:~\ APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTI ONS GARF IEL D COUNTY BUILJi~NG,p [PA~H,'lENT DATE_0JQ,:.ff,. BY ...it~--~--...-__ FIELD COPY NO INSP~CT!OIJ V.'ITH!')IJT TH i::SE PlAt,;3 (:;-, SffQ Page _ = "''--= PROJECT DIRECTORY Owner: Architect: Civil Engineer: Metal Building: Eastbank, LLC 710 E. Durant Ave. Suite W-6 Aspen, CO 81611 970.925.9046 Sara Upton 320 Roaring Fork Court Basalt, CO 81621 970,948.9667 Hig h Country Engineering, Inc. Roger D. Neal, P.E. 15 17 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970. 945.867 6 rneal@hceng.com Rhino Steel Building Systems. Dirk L. Davis 4305 1-35 North Denton, TX 7 6207 940.383.9566 ddavis@rhinobldg.com DRAWING INDEX General Information A000 Index+ Info Contractor: Structural Engineer: MEP: Engineer: Occupancy Load + Egress Path Diagrams Civil MU GR Utility Plan Grading Architectural AO IO Site Plan Al 00 Floor Plans A200 Exterior Elevations A201 Exterior Elevations A300 Building Sections A600 Wall Types, Door and Window schedules Structural -Foundations S. 1 General Notes & Specs S.2 Foundation Plan S.3 Upper Level Floor Framing Plan S.4 Sections and Details S.5 Section and Details Structural -Steel Building Cl -C3 Fl -F2 E 1-E I 1 D 1-D I 0 MEP M 1-1 Ml-2 P 1-1 Pl-2 E 1-1 E2-l E2-2 \ Cover Sheet Anchor bolts, Column Base Structural De tails Mechanical Floor Plan Mechanical Schedules Plumbing Floor Plan Plumb ing Details Lighting Floor Plan Electrical Floor Plan Electrical Schedule FUSE architecture + construction Jason LaPointe P.O. Box 4525 Basalt, CO 81621 970 618.5831 jlapointe@fuseacs.co m Rakowski-Millard Structural Design, LLC Alvin Rakowski 117 5 County Road 154, Suite 103 Glenwood Springs, CO 81601 970.963.9643 alvin@sopris.net Bighorn Consulting Engineers, Inc. 569 S. Westgate Dr., Suite l Grand Junction, CO 81505 970.241.8709 l j ! ' I I--er □ z --0 -ci N 0- 0 - 0 --.E .D ::, V) 'E ~ (jJ (L - C Q -u C -V r 0 C oi'c :;J ~ - cl -.L 0 LU (/) :::> LL E 0 u ~ u -. ') -< ~ 'co - C 75 ,1 ' l ') a, -< cc - r .,. 6 -, a. r '.J 0 Roaring Fork Equine Hospital 3927 County Road 154 Garfield County, CO Index+ Info Pr~~INo. 1602.2 ~'° 09.20.16 Scni,, n/a ·- AOOO LOT 2 EASTBANK MINOR SUBDIVISION SCA LE 1 "= 200' OVERA LL BOUNDARY MAP \_ 1/+ 4 CLEANOJTI INV=5946.□1l·'.t -+--1 -;.:. / / / oe,.s· ,..l.../f-11.25•~ COPPER WAtl-R'" SER"1CE AND CURB ST6P (ALSO TO BE UTILIZED~S A TE MPORARY WA R SER"1CE TO TIHE EQUI ~ ---------- 1/ / // 1/+ + / 1/ 1/:f' LOCATION OF PO TE NTIALSAND BED OWTS SYS TE M IF TH E PROPOSED BUILDINGS ARE NO T INCLUDED IN THE ROARING FORK METRO DISTRICT SAN ITAR Y SEWER ,,, --f-SYSTEM (SAND TREATMENT REQU IRED BASED ON SO IL <, GRADATION TESTING OF THE PROPERTY) NOTE: THE HP GEO TECH SOILS REPORT NO. 116 128A + SHOWS SIGNIFICANT GRAVELS AND SANDS AND MINIMAL ~ SILTS AND CLAYS \\1-IICH IS SUITABLE FOR A SAND ~ FILlER INFI LTRATION BED SYSTEM. + ~.~ ~x---x---x---x---x----x-.....____ DRYWELL - --------------------------- FUTURE 27 LF 8" D.IP. LOT 2 FUTURE FlRE HYDRANT AND 6" GUARD VAL VE (IF REQUIRED BY_.-- THE GLENWOOD SPRINGS FIR E DEPARTMENT IN FUTURE BU ILD ING PERMIT REv1EWS) FUTURE s•xs•xs• TEE (CAP 8" LINE) TEMPORARY PHOlilE □NE BETWEEN THE EXISTING NORTH BUILDING CURREN llLY SERVEQ FROM THE TELEPHONE PEDESTAL AT COUN n1 Ol\D 154 z --,:::;;;;;;:,:1 .25" WA TE~ SER"1CE TAP AND CORPORATION STOP 43.5 LF 8" SOR 35 SEWER MAI AT 1.5% SLOPE HOSP ITAL UNTIL E WA TE R SYSTEM~S " CONNECTIED TD E METRO DISTRI T PROPOSED TRANSFORME~ (BY OTHERS) i 22 ,5·---- HOR 1zoNTAL BEND 48"-SANITARY SEWER MANHOLE Rlt,1=5948 .52' INV. OUT=5943.77' I PUMPED SEWER LINE FlROM SEPTIC TANK TO OWTS FJELD (FUTURE IF NEC ESSARY) PROPOSED TRANSFORMER LOCA TI ON 4" SOR 35 PYO SANI TARY SEWE SER"1CEAND CLEANOU INV.=5944.30 ~- NOTE : 1) THIS PROJEC T IS ON A DIFFEREN T VERTICAL DATUM TD THAT OF THE SCHOOL ACCESS ROAD PLANS PREPARED BY SOPR IS ENG INEER ING. THIS PROJECT IN ON NA\/U 1929 AND THE SCHOOL JOB IS ON NAVD 1988 \\1-II CH IS 4.34' HIGHER . 2) TH E UTI LI TI ES SHOIIN ON LOT 2 TO THE SOUTH OF THE PROJECT ALONG THE SCHOOL ACCESS ROAD ARE NOT PART OF THE SCOPE OF THIS PROJECT AND \'r1LL BE COMPLETED BY THE CONTRACTOR FOR TH E SCHOOL DIS TRI CT. 3) ALL WATER SERv1CES SHALL BE TYPE K COPP ER UP TO 1.5" INCH DIAMETER. 4) ALL WATER MA IN SHAL L BE CLASS 52 DUCTILE IRON PIPE . 5) AL L WATER MAIN AND SERv1CES TO PROv1DE 5.5' OF COVER . 6) ALL GRA"1TY SAN ITAR Y SEWER PIPE 4"-8" SH ALL BE SOR 35 PVC. 7) REFER TO TIHE ROARING FORK WATER AND SANITATION DISTR ICT DETAILS FOR ENCASEMENT STANDARDS OF FOR WATER AND SEl'r1ER LINE CROSSINGS . 8) TH E WATER AND SANITARY SEl'r1ER POR TI ON OF THE PROJ ECT SHALL BE AC COR DING TD THE ROARING FORK WATER AND SANITATION DISTR ICT'S RULES AND REGULATIONS, AMENDED FEBRUARY 20, 2007. t I ™ I I I I f:>'.;:.~-~ l:f-1' \,( ~ L_2!_~__,__j 111111111 ----8"W----6"'W --B"W----B"W ---- -----12"W'----12"'" ---W ----w ---as----as---- ILEGENDI EXISTING ASPHALT PAv1NG EXISTING BU ILDING PROPOSED BUILD ING PROPOSED GRAVEL CONCRElE (TO REMAIN) EXISTING GRA \/EL (TO REMAIN) PROPOSED ASPHAL T ---EASEMENT B''W -- as --FM FM FM PROPOSED 6" CLASS 52 DUCTI LE IRON PIPE PROPOSED 8 " CLASS 52 DUCTILE IRON PIPE FUTURE 12• CLASS 52 DUCTILE IRON PIPE PROPOSED COPPER WATER SER"1CE PROPOSED 8"¢ SDR 35 PVC SEWER MA IN FUTURE FORCE MAIN SANITARY SEWER PROPOSED 4"¢ PVC SEWER SER"1CE PROPOSED GAS SER"1CE (SIZING ANO MATERIAL PER BLACK Hills ENERGY) PROPOSED ELECTRIC SER"1GE ---a----a---- ---1 •---- --OE----OE---- -~ETC ----ETC,---- ---T----T---- ~ '---. " -..INSTALL 4•-SCH 80 ..,.,-.,ye CONDUIT FOR cf1J TURE IRRIGATION Ll~E UTILITY SHED FOR TIEMPORARY RELOCATED '-'-. WATER SYSTIEM (INSTALLED I'-'-. BY TIHE I ·'-.. CONTIRACTOR FOR THE '--. CHOOL DISTRICT) '--. ~ROPOSED WE CL INSTALLED BY Tl-IE CONTRACTOR FOR THE SCHOOL DISTR ICT) ~ '---. ~ . '---. c'k -?o 7l,-il ~ ~ 'f<)l{°u,i, '1r,i,,l).. C G' JO 0 I ~_., ~ ~ !!! 9 I OE ETC T EXIS TI NG OVER HE AD ELEC TRIC UNDERGROUND ELECTR IC/TELE/GABLE PROPOSED TIELEPHONE SER"1CE 48", SANI TARY SEWER MAN HOLE WA TE R SERv1CE CU RB STOP WATER GA TE VALVE PROPOSED STORM SEWER PIPE PROPOSED DRYWELL PROPOSED WATER SUPP LY WELL EXISTING MONITORING WELL GRAPHIC SCALE ,. JO .. I I I " ( IN FEET ) I mcb = 30 ft. '---. ~ ~ ------ 120 I - 0: w > z 0 o I'-i5 ~D COD u~ mo fi:D ~ ~ i= ..J • o0 N :E zU N z r:"-0) -0 , o :Jo: 0 0 -w O " ~~co~ _jw I ' ..J u -""' <( ('l u "1 0: 0 >-Cl m O'. 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(l) -6 N di (') (l) 6 :J ::;: if, ~ ~ PROJECT NO. 2151007.00 MU " ·c 0, B ,-..,---,,,...- 0 "' 1 2 3 4 5 ~ A3?,9) 92'-0" overa ll 24 '-0" 24'--0" 2 4'-0" 20'-0" ' g rid 6'-6" " ,, T-0" ·1 3 1/2" 3 1/2" ·i 18'-~' 1'-4" J,_ ____ _'l_'_l'_:'.'-8'._'l;_'_/2'_" -----,r,/'--_'.41_.::''--0::_"_-,1$1'---.:'6'.:.'-l'..'_1_" -----,fy,C....9 ~l f::_2'_' --f"tC:""IJ'~""1'1'·:;.,,c_ ___ --,i!8:'..,"i'-------l'..::3'..::'-4'...." ______ --,(8!'..,"f8i" ~----+-----...:.2:.:.1'...:-4'...." -----------f 8:..,"f8't',. ___________ 0 _________ ~ll inte rior w a lls 1..,,· ,KV ~ 0 ·c 2 C " ~ 1 '-4" I WJ = a ,o. ft-\\1.\ / 8 O H [ oar -8' x 10' / I I • -~~-I ' SLID ~~• 11 --• G:( -1~10' I /c:.' ~ )~0·2~·['._ //lilA THR::>OM LAB PRE -SURGl llClALROOM ~ ~ ;;; I I ll 1 1 1 10 - ~lrrl 1 +---•' + ~ I .JI w/ 8' ceilin I open above I 1= W2 c:: t.o .w . = 14 ' I I ·a , I 1.o .w . = JO' C') -------- OFFICE l O l >u ~----" ~c....__r.:::::-71,j[:J--o l o 1 ·\ '2 .... , [1 2 / o O O o 9 "-I I 0 M t!. ,~=== N N g '-.+\-,.... 1--~ ~ FD 8 {§) i _ -a ~ I I B I-+ _ ~ ::::-------::.r µi._ _ ~ane a bove "O I ~~~ I -------i------r----~ " E i.o 1 '-1 I ref g ----1----r ------s:11 ~ ... , , L u -LI-· 1-To..,~----t -I I ---9 ~ / / I /c I L __ -1 _ -4,----1 I ~ ~ , ,i'----2_·--0_ .. -+-r---=6'-,,a_· --+----"-"s:---'--,f-1 .' / e --h j.... -Kl+Glcl~filTE I " ';. .... /v m .o. ~ ·~ -------+ N W5 I ' ---,----I □ co \ W5 -....._, ~ c:: 1 d oor 3'x7' I "-I 1 04 L O \ = >--======t========:• I I --I ---.g Q 1 8 '-0" lin tel t.o.w . = 10' I'-.. C9 ,.. ~ --~J : [3 ,...__, _ ___, ";:::J ,t==t~::::::;;:,::+---__ _,11'<::~s:-d~f:-3•_,B~-✓,!"'11'7-r------t--j ~~ -~LJ ~ ,~-----7'.~-~Sl.±::.·±SU<e_!S:R.~G.lC~A:!o:L::"'Rc':0:"""'-"!.10~-- ----------0 FD X -------~ -----'f _Q_ .a. -"c --------" ~--t I <§) J I -'I----= FD 113 ~ STORA E I ,,,, / 1 lint e l / "' " open above RECEPTIO N \ G / w/14' high ce iling <>-= e,, I F -"WASH -, _____ ..,,__---t--.3+ I-+---/-____ _ ____ _ _ --Hl-+t- --1"111-'f=~__l ____ i_o_s __ ~--~_~_,-_--:-I----,;-.-,-, r ::::9-,:-...... -\+11:,6:;::~"::==-:;~~1~'1)~"1, ~ Vtutr __ 'li_Q __ ----~ ---~-u ;1,·; ,11 ~l ~~--o~✓---~-'lc----+-----_-_-~~-t.-0 _.w_.=_14_· __ ~---~-'t~~-~ ... l/'-+-v1_3_·-4~·,__/--~-s-·=~~::_·~u~~te-l~~~:~~~~~~~t.~o~.w~lO-=_·-o~l~~-~~~"'::~~~~: = ""'----.. --. 0 to . firs t floor '... ~ e.l. = 1 OD'-0 " -+--9 \\ W5 = d o or 3'x7' I O FFIC E AREA w/ 8'-0" CE ILINGS app rox l , 130 SF --t Vr-·1 ,t:t: ... -----J-.;-----------J..:====~~-----.:..__-r;:_:__ ___________ ~~~--_L+ __ _Jn~ d oor (2)3'x8 ' n co / _ -··-----i)~tD"' y ~ -l_--'K-7?----=---~-=-----=----t!...-J,. // @ I ?J!r..., 99'\ ':I:-v W5 = , d o o r 3'x7' ------r -____________________ 1 __ 7 __ ...L I '::!.~====== d oor 3'x7' I <§)1 1 doo r 3 'x 7' \ ,s I OPEN SH O P AREA I 118 ~UITTD I --H-1--- A300 ---- O FFIC E 107 --------/--='-"- / 1 8 I W5 = OFF IC E 10 9 1 d oor 3'x7' 1 door 3'x7 ' \ ,9 .... -. r - / .... / - ,_ -... I ~l - W5 = t.o .w. = 10 ' FD approx 3 , 115 SF _ PHARMACY~ 108 ,---- ~ ----7 1/i' --""1"' ~ - -----~1<~-f,-N-+-----___-__-__-__-__-_---__-__-__-_-~~/~--- ~----/ ----+-- "" N - -- "--++<I- i--ISO ~ALL I I ~~: 1 l'-4"/w / ~~~::eilin~~112.. I I I~ / 8'-0'li nt e l · '\ I " FD I :G • l+'-"<'L~ doo!.-(r2_J3_'x8' : ~ I f---14 I\ I I I ~ ' ' I • -: ISO LA TION I ) @ \ I WASH DOWN I Z' ...... ----++-~ - / 1 @ FD I I I I ~-i -+-=--1 / s ===i====='== \==,)~=~==t==• I s=======t==;;l;~=== FD -----/ ' ' / , .. 1,_, ___ _ HORSESTALL / ~ H ~RS[ STA: /V ~ HORS[ STALL 1 15 " 116 117 I FD FD FD I X N ' l o 8 I 0 ',I --,tlHH- ---------- fence ---------- ' -----+- -----~---- ---------- N T ie) g I d oor 3'x7' 1 I ~ //' "...,c~H _JJ=~~~~~~~~~-1=~~-.t=~~~~~~=+=~l~~=====~t=========t=====+=======~~~- doo r \ i3'x7' O H Do ori 12' X 16' doOI 3'x 7' 'wi 8" 3 1/2" I l'-8 1/2" 3 I /2" 4'--0" 6'-6" 7'-9 1/2" 3 1/2" 6'· 11 " 5 1 /2' 14 '-7 1 /2" (l) u C 2 8 11, S I I / .... / -- 9'-6" 5 1/2' 12'-1" 11 '-3" 'i. windows/doo rs 01 FIRST FLOOR PLAN " '□" SCALE : 1 /4 = 1 - interior Wall type/legend t' gyp[both sides) over ~ 2x wood stud framing (un less noted otherwise) t==:t 8' CMU reinforced 1===t hor se stall p anel ~ 0 l i I l- o:'. D z -0 -ci N 0- 0 0 -E .D :J V) -.E ~ (l) D. - L w (/) => LL N l C r () ) l C 1 n Roaring Fork Equine Hospital 3927 County Road 154 G arfie ld Coun t y, CO Floo r Plan Pt oje,ct l'lo. 1602 .2 ~·· 09.20 .2016 1/4" = l'-0 " AlOO 1 2" spray foam insulation r metal siding ---vinyl backed insulation , R-19 ---8" metal purlin ,I---base angle sealant ~" expansive material 4 " thick concrete walk ----------/-. ------\----'=f=='-J;,'L_.l.~~~~==d--$ t.o. firs t floor e.l. = 100'-D" 03 RAKE END BASE DETAIL 1 II 1 '-□" SCALE: 7 02 metal roofing vinyl b acked insulation, R-38 eave strut $i l.o. roof pur1iri e.l. = 118'-0" gutter steel frame metal siding I,(' oJ---+--bas e angle base tri m $ t.o. flrsl floor e.1. = 100'-0" WALL SECTION SCALE: 1 II 1 '-□" F 12 2~ concrete slab(refer to structura l) / over 2" spray foam insulation, R-10 min. ' " I ,. ' 01 BU IL DING SE CTI D N 1 /4 11 ~ 1 '-□" SCALE: - SURGICAL ROOM 12 ~2 j A ' ' ' ' ' steel frame per metal buildin g manufacturer $ t.o. roof puiliri e.l. = 118'-0" exterior wall assembly: 8" w ide wall girts with _/ vertical metal si ding , R-19 ~ vinyl backed insulation *in office area add hat channels with t drywa ll concrete stem wall, refer to structural --0 - 0 c-, I 0- 0 0 0 --.E .D :::, V) -.E -Q) "-l ! ('J ' -' J ) ~ ~ e- o4 -C' Q) v =; 0 -u 0 "' Q 0 --0 Q) -~ 'f: er 00 -~ ,,._ .:. 0 00 <t C' st l' U' c... UJ ><: OJ -0 --C (/) :n (' " 0 ::) J 0 a.. LL C r-V l. oJ 0- Roaring Fork Equine Hospital 3927 County Road 154 Garfield County, CO h•elllfle Building section and elevations P,oj,,<otl.o. 1602,2 09.20.16 1/4"=1'-0" Sheet A300 Window Schedule MARK TYPE MAN./MODEL SIZE Uamb) QUANTITY GLASS TYPE A single slider Weathershield/ Visions 3500 5'-11 1/2" X 1'-111/2" 9 insulated low-E B single slider Weathershield/ Visions 3500 3'-111/2" X 3'-5 1/2" 4 insulated low-E C single slider Weathershield/ Visions 3500 5'-11 1/2" X 3'-5 1/2" 8 insulated low-E Exterior Door Schedule MARK TYPE MAN./MODEL SIZE HARDWARE 105a swing Rhino 31-0" X 7'-0 11 105c swing Rhino 3'-Q" X 7'-0 11 111a overhead Rh in o 8'-Q" X 101-Q" 114a double swing Rhino (2)3'-0" X 7'-0" 118a overhead Rhino 12'-0"x16'-0" 118b swing Rhino 3'-0 11 X 7'-0" 118a overhead Rhino 12'-0"x16'-0" Interior Door Schedule MARK TYPE MANUFACTURER SIZE HARDWARE 101a swing 3'-0" X 7'-0" X 1 3/8" passage - 102a swing 2'-4" X 7'-0" X 1 3/8" privacy - 103a swing 3'-0" X 7'-0" X 1 3/8" privacy - 105d swing 3'-0" X 7'-0" X 1 3/8 " passage - 105b swing 3'-0" X 7'-0" X 1 3/8" passage - 106a swing 3'-0" X 7'-0" X 1 3/8" passage 107a swing 3'-0" X 7'-0" X 1 3/8" privacy 107a swing 3'-0" X 7'-0" X 1 3/8" privacy 108a swing 3'-0" X 7'-0" X 1 3/8" privacy 108b swing 3'-0" X 7'-0" X 1 3/8" privacy 108c swing 3'-0" X 7'-0" X 1 3/8" privacy 1-------horse stall U-VALUE FINISH REMARKS per manufacturer I I ,, .32 Vinyl .32 Vinyl W8 int e r i or w a 11 -ho rs e st a 11 s 3" = 1 '-0" .32 Vinyl R-VALUE FINISH REMARKS R-5 .1, ACCESSIBLE R-5 R-15 R-5 I W7 interior wall -CMU f--------- 3" = 1'-0" R-15 I R-5 R-15 i" gypsum wall board 1-----2x6 wood stud framing 1-------i" gypsum wall board FINISH REMARKS W6 interior wall -bearing 3" = 11-0 11 i" gypsum wall board f-----2x4 wood stud framing 4-----i" gypsum wall board . W5 interior wall f--------- 3" = 11-0" ,. 1-----+--8" steel wall girts +-+--+--vinyl backed insulation(r-19) vertical metal siding W4~e_x_t_e_r_i_o_r_w_a_ll_w_/w_o_o_d_f_r_a_m_e_ 3" = 1 '-0" i"gyp 1----+--8" steel wall girts ~-I--+--vinyl backed insulation(r-19) vertical metal siding W3 exterior wall w/hat channels f--------- 311 = 11-011 <I 4 fully grouted 8" CMU wall air space ---1--vertical metal siding 1---+--B'' steel wall girts <I ·4 W2 exterior wall w/ CMU 3" = 1 '-0" 1----'--vertical metal siding 8" steel wall girts W1 exterior wall 3" = 1 '-0 11 • ' 0 • ' l I , -0 - 0 N °' 0 -0 -;t= E _Q ::, U) -.E ~ Ql CL - u f w V) ::) LL Roaring Fork Equine Hosp i ta l 3927 Counly Road 154 Garfield Counly, CO Assemblies Window/Door Scheduli ?r<,joct ob 1602.2 Doi .. 09.20.16 1 /4' = l'-0" A6 0 0 MECHANICAL PROVISIONS 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATI SFY A COMPLETE WORKING SYSTEM WHETHER SPECIFlED OR IMPLIED. B. AL L WORK IS TO BE PERFORMED IN STRICT COMP LI ANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFOR E SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFlFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATI ONS. D. ALL EQUIPM ENT AND MATERIALS SHALL BE AS SPECIFlED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHA LL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPM ENT TO THE ACHITECT/ENGINEER FOR APPROVAL. THE CONTRAC TOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEAR LY LABELED. 4. FLEXIBLIE DUCT WORK A. FlLEXIBLE TYP E DUCT SHALL BE OF TWO ELEMEN T SPIRAL CONSTRUCTION COMPOSED OF A CORROS ION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERIAL BASE. FLEXIB LE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RAT ING NOT EXCEED ING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR CO LLAPSE FLEXIBLE DUCT. 5. REFRIGERENT A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ANO IN SUCH A WAY AS TO BE INCONSPICIOUS AND FRE E FROM ANY POSSIBLE CONDENSATION. B. INSULATE REFRIGERANT LINES WI TH ARMOUR -FLEX TYPE INSULATION, SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 6. DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B. ALL DUCTWORK SHAL L BE THE LOW VELOC ITY TYPE, UNLESS SPECIFIED OTHERWISE. C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIR E DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHIC H PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERW ISE SHOWN ON DRAWINGS. D. ALL BRANCH DUCTS TO HAVE VO LUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. AL L DUCT JO INTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2" FlBERGLASS INSULATING BLANKET WIT H ALUMINUM FO IL FACING. H , ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER UNLESS OTHERW ISE NOTED ON THE DRAWINGS. 7. DRAINAGE PIPING A. (CONDENSATE) SHALL BE SCHEDU LE 40 PVC PIPE WITH SOLVENT JOINTS. PITCH HORIZONTAL LINES 1" IN 1 O' -0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN. 8. HVAC CONTROLS A. CONTRACTOR TO SUPP LY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED . 9. ELIECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 10. PIPE SUPPORTS A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPAC ING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING . PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 11. GAS PIPING 1,oP A. SCHEDULE 4D BLACK STEEL PIPE WITH MALLEABLE IRON PIPING SHALL BE FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHA LL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CON TAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIP E WITH WELDED JOINTS. 12. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LI FE, TO PREVEN T IN FILTRATION OF OUTSID E AIR INTO CONDITIONED SPACE. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIM ENSIONS. C. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE . D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMEN T. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXAC T DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FI T IN THE AVAILABLE TESTING AND BALANCING A. THE HVAC SYSTEM SHAUL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESS IONAL ENGINEER. A SEALED TYPE WRITTEN REPOR T SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A. B. MATER IALS, EQU IPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE( 1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT TH IS CONTRACTOR'S EXPENSE. FOR THE SAME PERIOD, THE MECHAN ICAL CONTRAC TpR SHALL BE RESPONS IBLE FOR ANY DAMAGE TO PR Et.t lSES CAUSED BY DEFlECTS IN WORKMANSHIP OR IN THE WORK OR EQU IPM ENT FURNISHED AND/OR INSTALLIED BY HIM. 1 A cr•ICE 10~ ', ' ' TION ', OFFICE ,_ 8" A B 150 ""1.....-1 8"0 _A._151-----J!\--~rt''-"--""1 150 / , ' \ ' ' ' D D D , 2>-----------1-===E=====':i TRAILER STORAGE AREA O D HARMP..C C ,-, _A_ -wo ' ' ' l ' -AB 20X12 ' ' \ ISOLATION STP,LL ' " ' ' ' ' , ' PRE-SURGICAL ROOM _, ./ 0 / ' ' , C " ------------- OX )O -/ ---------- 0 .. --------------------------- , ' 8© g5c5"'- CFM <J> 0 , ' ' © FUTUREKli 0¥ HORSE STAL- MECHANICAL FLOOR PLAN SCALE: 1/8"~1'-0" FLAG NOTES: ◊ EVAPORATIVE COOLER OPTION FOR COOLING. COOLIERS SHOWN FOR FUTURE OPTION IF OWNER SHOULD DESIGN COOLING. BU ILDING SHALL BE SET UP FOR THES E FU TURE EVAP COOLERS. -LOUVER FOR INTAKE WHEN EXHAUS T IS ACTIVE. PROVIDE MOTOR IZED DAMPER CONNECT TO THE EXHAUST FANS EF -3,4 OPERATI ON. ON ACTIVATION OF SW ITCH, EXHAUST FANS SHALL START AND OPERATE UNTIL SWITC H IS TURNED OFF OR TIMER OF 60 MINUTES EXPIRES. PROVIDE ALL FAN SWITCHES WITH 60 MINUTE TIMER . <j> EXHAUST FANS SHALL BE CONTROLLED BY SWITCH ES MOUNTED ON THE WALL. CONDENSING UNIT TO SERVE TWO INDOOR UNI IN THE SPACE. POWER AND REFRIGERANT LI NES SHA LL BE ROUTED FROM COND UNITS AND SHALL BE CONTROLLED WITH A THERMOSTAT. <s> NEW UNIT HEATERS INSTALLED AND COORDINATED WITH TH E SPACE ANO ITIEMS IN THE CEILING SPACE. ROUTE FLUES OUT ROOF. <'.s> CEILING FANS INSTALLED IN THE SPACE, PROVIDE SWITCH ON WALL FOR ACTIVATION. <J> IR HEATER WITH THERMOSTAT FOR INDIVID ;>.L HORSE STAlJcS . ,:G ro•··-"- <s> TRANSFER AIR GRI LL FOR LAUNDRY MAKE UP AIR. MOUNT GRIL L ON EACH SIDE OF WALL. D POST_: SLRGCAL ~QONI ope,·, above E ·<D HORSE STALL HORSE STA~L RETURN AIR DUCT ROUTED AS SHOWN, COORDINATE WITH GC AND OWNER. <l)> THERMOSTAT FOR FURNACE, COORDINATE LOCATION WITH OWNER. ~ EXHAUST FAN DUCTED OUT TH E SIDEWALL. ELECTRIC BASEBOARD COORDINATED WITH GENERAL CONSTRUCTION. CONDENSING UNI T MOUNTED ON GRADE FOR CONNECTION TO THE FURNACE SYSTEM WITH MANU FACTURERS SIZED REFRIGERANT LINE SET. POSITIVE PRESSURE SYSTEM FOR SURG ICAL ROOM. FAN SHALL PU LL AIR FROM THE CEILING AREA, THROUGH A FILTER (SPEC BY OWNER) AND DISCHARGE TO THE SURGICAL ,,:. ROOM THROUGH THE CEILING AS SHOWN. J =~ I I II I / 00 NOT 11:El'ROOUCE THESE DAAW!t¥.:S NID SPEClflCATIOt,IS IMTliOlJT THE EXPRESSED WllfT1EH PERlilSSION Of THE DESl8NER. 1llE OR.\Wl~CS AND SP[CIAC,i,TIOHS Ill/£ UffiRUlilOO'S Of' llfE SOMCE Mj() S1-W.L RElMIN 1HE PROPERTY OF TI-+E'. DESIGNER Wl£T1-Efl ll-lE PROJErr FOIi: ailCH Tl<E'r ME IIIADE IS EXECUTED OIi NOi', lHE:SE OfWll\tfQS AND SPECF!C>,nct5 SW.U. NOT BE USED Eh' NMlNE OM Mfr <mE11 ~ FOR ..acl'llOHS TO -nMS PACJEl:I" 1ft OlltERS EXCEPT 81 THE EXPRESSED WRITTDI PEJIMSSIOH or Tl£ OESIO!€R. \. / / / ' ' /DATE: ISSUED FOR: 10/4/16 l'ERMlT ~ l "~---~ &:':'••\\ &LAI,.••• u:J/ •c:.·• {~ 33843 ~1 ~ :ftlain£ mu.a: ~ •, 10-4-16 ~-~. .. , u"--••• •• ~ ~ ~· ...... . l,... "~' ~ ,. - / DATE J0!:3 NO : DRAWN BY · CHECKED BY : 10/11/2 0 16 16-1 13 HCE BC E SCALE : AS SHO\VN SHEET NUMB tR M1-1 / - October 04, 20 t 6 -8:32: 15om • FAN GUARD CONDENSING UNIT REFRIGERANT GAUGE CONNECTION CEILING CABINET FAN FLOOR ABOVE OR ROOF •·!"►. ".;, "'•·!i,.. "'.;.' ~1------<" . "'·~► . ".;, • "·!"► . GAS FURNACE SCHEDULE E.S.P . COOLING HEATING FAN HP EQUIPMENT NO. SERVICE SUPPLY AIR (CFM) OUTSIDE AIR (CFM) (IN WG.) NOMINAL GAS EFFICIENCY A.F.U.E MBH CFH MBH INPUT MBH OUTPUT GF-1 OFFICE 1400 -0.8 36 60 56 95% 1 NOTES: 1. PROVIDE CASED "N" HORIZONTAL EVAPORATOR COIL AND PROGRAMMABLE THERMOSTAT. HORIZONTAL UNIT. WALL CAP W/ BACKDRAFT DAMPER EQUIPMENT NO. SERVICE SUPPLY AIR (CFM) GAS CFH UH-1 HORSE 1980 140 NOTES: 1. PROVIDE WALL MOUNTED THERMOSTAT. 2. DUCT COM BUSTION AIR AND FLUE TO THE EXTERIOR. GAS FIRED UNIT HEATER SCHEDULE QSAVE GAS CONNECTION VENT OUTLET AIR INLET MBH INPUT MBH OUTPUT SIZE SIZE SIZE 125 100 3/4" 4" 4" ELECTRICAL MAUFACTURER & MODEL OPTIONS/ACCESSORIES VIPHIHZ MCA MOCP 120/1/60 13 20 ARMSTRONG A952V PROPANE GAS ELECTRICAL MANUFACTURER & MODEL OPTIONS/ACCESSORIES V.IPH.IHZ. MOTOR HP 120-1-60 1/6 MOOINE HDS125 PROPANE HEATER 6" THICK CONC. PAD -EXTEND 6" BEYOND UNIT ALL AROUND I---REFRIGERANT SUC TI ON LI NE WITH INSULATI ON "'-:;:-;--_ REFRIGERANT LI QUID LINE CEILING EXHAUST DUCT • ~ SIGHT GLASS WITH MOISTURE INDICATOR FILTER-DRYER CONDUIT -POWER AN D CONTROL AIR-COOLED CONDENSING UNIT SLAB MOUNTED AT GRADE FLEX DUCT MAX. 6'-0" FLEX DUCT SIZE SHALL MATCH NECK SIZE 0 0 N.T.S. SUPPLY DUCT COLLAR HAND DAMPER --."---DRAW BAND WITH SILICONE SEALER CEILING DIFFUSER TYPICAL DIFFUSER CONNECTION (SIDE OF DUCT CONNECTION) NOT TO SCALE TURN VAN -SEE DETAIL r ES THIS SHEET ,-_ .I ( -~ ',-_ ' -• r -',-' USE THI WHERE ELS AR ·vr PLANS CONDlll ·vr f---'i---1----USE THIS DESIGN WHERE ROUND 90 o ELS ARE SHOWN PERMIT S DESIGN SQUARE 90° E SHOWN ON OR IF SPACE ONS DO NOT INSTALLATION ND 9rf' ELLS OF ROU ON PLANS BATHROOM EXHAUST FAN DETAIL SIDEWALL DISCHARGE BASE FLASH ING BUILT-UP ROOF----........... N.T.S. ~-EXHAUST FAN ROOF CAP WOOD NAILER PREFABRICATED, INSULATED CURB, MOUNT & SECURE ON WOOD N Al LER. (BASE). BACKDRAFT DAMPER EXHAUST FAN ROOF CAP TURN VANES-SEE DETAIL THIS SHEET NOT TO SCALE MAIN g> FLOW ·vr BRANCH --1:t11--·vr f---usE THIS DESIGN WHERE ROUND 45 ° ELBOWS ARE SHOWN ON PLANS ·vr --usE THIS DESIGN v.HERE ROUND 45 ° ELBOWS ARE SHOWN ON PLANS ROUND BRANCH TAKEOFF MAIN ROUND 90° El BQW SOUARE 90° El BQW ROU ND 45° El BOW SQUARE 45° El eow g> CONSIBUCTION Of 96 fl eows RECTANGULAR DUCT SLOPE NOT TO EXCEED CONSIBUCTION Of 4$ ELBOWS MAIN SPUTTER DAMPER 1• IN 4• ROUND DUCT FLOW TURN VANES-SEE DETAIL THIS SHEET BRANCH \ SLOPE NOT TO EXCEED \ 1" IN 4" .------,.le_ ' ' ' ' g> FLOW SQUARE BRANCH TAKEOFF CONSfflUCTION Of BRANCH TAKEOFFS FROM MAIN DPICAL RECTANGULAR TRANSITION JYPICAL RECTANGUI AR TO ROUND IB ANSl]ON -. 1· 1· DETAIL Of TURN YANES FUSIBLE --t'-+---_, LINK HINGE _,__,_J POINT ANGLE-t-r-.. STOP ACCESS PANEL DETERMINE SIZE ,!c LOCATED IN THE FIELD --- AIR FLOW FUSIBLE LINK WEIGHT SPRING CATCH AIR FLOW HORIZONTAL VERTICAL DPICAL FIRE DAMPER ~+---TURN VANES BRANCH L'6AMPER ADJUSTMENTl-----i ROD ,!c LOCK SCREW ANGLE STOP DPICAL $PUTTER DAMPER HINGE POINT -✓ ~✓ I., , ~=:!::!::::==::::!l'\ ·,/ OPERATING SHAFT FOR QUADRA NT OR MOTOR. DPICAL VOLUME DAMPER DETAILS OF THE LOW VELOCITY DUCT LAYOUT NO SCALE IJJSIAI I A]ON NQJES 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. 2. DUCTS SHALL BE CONSTRUCTED OF THE WEGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE DRA\\1NGS . J. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE \\1DTH FIRST AND THEN THE HEIGHT. 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. 6. DUCTS SHALL BE SECURELY ATTACHED TD THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL Af; POSSIBLE. 8. INSTALL FIRE DAMPERS IN ACCORDANCE 111TH UL 555. 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. 10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, ANO THEN A STREAMLINED FITTNG SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. GAS FIRED INFRARED HEATER SCHEDULE HEATING ELECTRICAL EQUIPMENT NO. SERVICE GAS CONNECTION VENT OUTLET SIZE AIR INLET SIZE MANUFACTURER & OPTIONS/ACCESSORIE MBH MBH GAS (CFH) SIZE V./PH./HZ. MCA (A) MOCP (A) MOTOR HP MODEL s INPUT OUTPUT IR-1 STALL 33 27 1/2" 4" 4" 120-1-50 3.0 20 STERLING RSD33 PROPANE NOTES: 1. PROVIDE COMBUSTION AIR AND VENTILATION AIR TERMINATION KITS, PROVIDE WALL MOUNTED THERMOSTAT. HEATER SHALL BE CONVERTED TO GAS FIRED AT A LATER DATE, SHALL BE PROVIDED AS PROPANE CURRENTLY, COORDINATE WITH GC FOR TIMING AND ORDERING. HEATERS SHALL BE INSTALLED MINIMUM 11' ABOVE FLOOR WITH CLEARANCES AS PUBLISHED ON ALL SIDES. DUCTLESS SPLIT AIR CONDITIONING SYSTEM SCHEDULE ELECTRICAL COOLING CAPACITY EQUIPMENT NO. SERVICE (MBH) CFM SEER (EFFICIENCY) MCA MANUFACTURER & MODEL OPTIONS/ACCESSORIES (A) MOCP (A) V.IPH.IHZ. AC-2 (2) SURGERY 15 12 208-1-60 DAIKIN FTXS15 ONE TSTAT AC-3 (2) ISOLATION 12 12 208-1-60 DAIKIN FTXS12 TWOTSTATS CU-2 SURGERY 30 12 18 25 208-1-60 DAIKIN 4MXS32 CONNECT TO TWO HEADS CU -3 ISOLATION 24 12 15 20 208-1-60 DAIKIN 4MXS24 CONNECT TO TWO HEADS NOTES: AIR COOLED CONDENSING UNIT SCHEDULE NOMINAL REFRIG . PIPING ELECTRIC EQUIPMENT SERVICE COOLING MANUFACTURER & MODEL NO. CAPACITY OPTIONS/ACESSORIES (TON) LIQUID VAPOR V/PH/HZ MOP (Al MCA (A) CU-1 GF-1 3 208 -1 40 21 ARMSTRONG 4SCU20LX NOTES: 1. PROVIDE LINE SET AS RECOMMENDED BY MANUFACTURER. 2. OUTDOOR CONDITIONS OF 95 F. 3. INDOOR CONDTIONS OF 80 F DB/60 F WB . LOUVER SCHEDULE EQUIPMENT NO. SERVICE WIDTH (IN) HEIGHT (IN) THICKNESS OF WALL (IN) MATERIAL INSECT/BIRD SCREEN MANUFACTURER & MODEL OPTIONS/ACCESSORIES LV-1 INTAKE 48 36 SEE ARCH. GALV. BIRD SCREEN RUSKIN NOTES: 1. PROVIDE MOTORIZED DAMPER, HOUSING AND BIRD SCREEN. EXHAUST FAN SCHEDULE EXTERNAL MOTOR STATIC EQUIPMENT NO. SERVICE LOCATION CFM PRESS (IN . MANUFACTURER & MODEL OPTIONS/ACCESSORIES W.G.) WATTS HP RPM VOLT/PH/HZ EF-1 Shower Ceiling 100 0 .375 35 -1075 120-1-60 Cook GC-148 Note-1 EF-2 Toliet Ceiling 100 0 .375 35 -1075 120-1-60 Cook GC-148 Note-1 EF-3 Horse Roof 950 0.5 -1/3 980 120-1-60 Cook 165C4B Note-2 EF-4 Surgery Ceiling 950 0 .625 -112 980 120-1-60 Cook GN -920 Note-1 EF-5 Isolation Ceiling 250 0 .375 1/4 120-1-60 Cook GN-422 Note-1 I CF-1 Barn Ceiling 1 176 120-1-60 Big Ass Basic 6 CF-1 Barn Ceiling 1 176 120-1-60 Big Ass Basic 6 NOTES: 1. RUBBER ISOLATORS AND SPEED SWITCH 2. BACKDRAFT DAMPER , ROOF CURB ELECTRIC BASEBOARD SCHEDULE LENGTH HEAT OUTPUT MOTOR EQUIPMENT NO. SERVICE LOCATION (FT) (BTU) MANUFACTURER & MODEL FINISH OPTIONS/ACCESSORIES WATTS AMPS V./PH./CY. EBB-1 TOILET WALL 4 1,000 120-1-60 GRAINGER WHITE THERMOSTAT NOTES: EVAPORATIVE COOLER SCHEDULE EQUIPMENT NO. CFM STATIC PRESSURE (IN. WG) VOLT/PH/HZ MOTOR HP MANUFACTURER & MODEL OPTIONS/ACCESSORIES EC-1 1800 0 .3 120-1 1/3 ESSICK AIR DOWN DISCHARGE NOTES: 1. PROVIDE WITH 115 VOLT (1.0 AMP) WATER PUMP , RIGID MEDIA COOLING PADS , WATER DISTRIBUTOR ASSEMBLY , PUMP SCREEN , FLOAT VALVE ASSEMBLY , OVERFLOW ASSMEBLY, MOTOR STARTER FOR BLOVVER FAN , AND RECEPTACLE FOR PUMP . UNIT TO BE CONTROLLED FROM WALL MOUNTED SWITCH GRILLE-REGISTER-DIFFUSER SCHEDULE EQUIPMENT NO. SIZE MODEL MANUFACTURER FINISH OPTIONS/ACCESSORIES A 12X12 PLQ KRUEGER WHITE CEILING MTD B 24x12 S-80 KRUEGER WHITE DUCT MTD C 24x24 PLQ KRUEGER WHITE CEILING MTD D 14X10 S-80 KRUEGER WHITE WALLMTD NOTES: COORDINATE ALL MOUNTING TYPES WITH CEILING. / 00 ~ IIE1'1t0111CE THESE DRAWINGS ~D SPECFIC\TICNS 'MlHOUT n£ EXPRESSED WRITI9I PEJIIMISSION r.K lttE OESlGHER. lHE OAAWINOS ~ SKOFICA.TIONS NE INml\.llEJfT'!I OF UlE SEJMCE: _, SHN..L IIDWN THE PffOPER1Y CF 11-IE DESIGNER WMETMER THE PROJECT RlR 'tHal THEY /IRE. IUG: IS exi:anFD OR t«IT. n-eE DftilWlttOS N-10 SPECIF\CATIONS 51-W.L NOT EE U5lD Err Nf'f'ONE Cfl lffl emu PAO.ECrS fOlt ADCfflCffl ro ~ l'flO,,IEtf B'I' OfHERS EXCEPT f1f TME DPRESSED WR!TTEJrl f'fMIISSION Of THE DESIONER. \. ,, / ' ~1 YWJ (~ (.) .:: ,- ~ Cl'.) 1-.; (1) .... (1) -c cr, .,., --.... °' <I) ' bl) <I) -c = .... N µ,l oJJ ' = 0 r---bl) µJ °' c -a ~:g ~ ·--+--<.) .t:: i.n .ro -·;::: ::i--;j -C/} 00 " VJ <.) " °' c 0) i....:oo 0 w Ou~ u c:d £ d' ....... " 0 .... c -a bl),_ N --' <.) er, C, 0 1-.; ·-o, C r--- 0 = :S:~°' ...c o;j en "C V bl) {i C C . -0) °' o;j 0 CQ ~ "' .... ..c .,., a o. '- / "\ ~ < ~ ~ r./J 0 0 ~ Q ~ ~ "Cf" tr) 0 ~ z -~ QO ~ ~ ~ --< u 0 ~ CJ ~d co ~ >-, z ~ E-~ ~ 5~ r./J < Oo 0 Uo ~ i:---0 N ~ °' ~ M u ffi § ....:l d < 0 ~ \. ,, /DATE: ISS ULU FOR : 10/4/16 PERMIT ' 0' n,~•····•~11 <£'••=-~ SLA/,-,;••• :.. u:ff ~e;-. ·a ". ~:Ii 33843 ~i ~ :iJiain,. :Bw:A: )i~•-. 10-4-16 ~ ... '< •• •• ••••••• 'U-.:~ -~ / DATE · 10/4/2 01 6 JOB NO: 16-113 DRA.WN BY : BCE CHECKED BY : BCE SCALE AS SHOWN SHEET NUMBER· M1-2 October 04, 2016 -8:32:15am PLUMBING SPECIFICATION. 1. SCOPE OF WORK A. B. C. D. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, ~ AND LABOR TO SATI SFY A COMP LETE WORKING SYSTEM WHETHER \ SPECIFIED OR IMPLIED. l'J I"\ ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE t,6' INTERNATIONAL PLUMBING CODE (LATEST ED ITION), ALL LOCAL CODES AND ALL OTHER REGULATION GOVERN ING WORK OF THIS NATURE. THE CONTRACTOR SHAL L, BEFORE SUBM ITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND S HALL DETERMINE FO R HIMS ELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE I F THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS . ALL EQUIPMENT AND MATERIALS SHA LL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAW INGS A. SUBMIT MATERIAL LIS T AND SHOP DRAWINGS FOR MAJOR EQU IPMEN T TO THE ACHITECT /ENGINEER FOR APPROVAL. THE CONTRACTOR SHAL L SUBMIT FIVE SETS OF SHOP DRAW INGS AND THEY SHALL BE CLEARLY LAB EL ED. 4 . DOMESTIC WATER SUPPLY PIPING A. UNDERGROUND: PROVI DE TYPE "K" SOFT DRAWN COPPER TUBING WITH BRAZED CONNECTIONS . 8. ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER TUBING WITH 125 PS I SO LDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE "NO LEAD" TYPE. C. AL L HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION. D. ALL COLD WATER PIPING TO BE INSULATED WITH ½" FOAM INSULATION. 5. SANTARY /STORM DRAINAGE AND VENT PIP ING. A. ABOVE GRADE : -2" BELOW: SCH.40 GALV. STL. PIPE WITH SCREWED ENDS OR SCH. 40PVC WITH SO LVENT JOINTS OR DWV COPPER WITH SOLDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AND ABOVE: SERV ICE WT . CAST IRON WITH NO-HUB OR BELL AND SPIGOT JOINTS; OR SCH 40 PVC WITH SOLVENT JOINTS. B. BELOW GRADE: SERVICE WT. CAST IRON WITH NO-HUB OR BELL AND SPIGOT JOIN TS; OR SCH 40 PVC WITH SOLVEN T JO INTS. C. PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEI LINGS AND SHALL NOT CROSS FlRE RATED WALLS, CEILINGS, OR FLOORS. D. DRA INAGE PIP ING SHA LL BE RUN AS STRAIGHT AS POSSIBLE AND SHA LL HAVE LONG TURN FITTINGS. E. DRAINAGE PIPING 3" SIZE AND SMALLER SHA LL RUN AT A UN IFORM GRADE OF AT LEAS T ¼" PER FOOT. AND PIPING LARGER THAN 3" SHALL BE RUN AT A GRADE OF NO LESS THAN 1/8" PER FOOT. F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTUR ES. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASH ING OF TH E VENT PIPING RUN THROUGH THE ROOF. 6 . ALL STUB-INS AND/OR SLAB OR WALL PENETRATION TO BE PER INTERNATIONAL PLUMBING CODE (LATEST EDITION).ALL PIP ING PENETRATIONS OF BUILD ING FOUNDATIONS OR FOOTINGS SHALL BE SLEEVED. 7. PIPE SUPPORTS A. ABOVE GRADE ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE US E OF WIRE AND PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF P IPE SUPPORTS SHALL BE AS SPECI FIED IN IN TERNATIONAL PLUMBING CODE (LATEST ED ITION). B. BELOW GRADE EARTH SHAL L BE EXCAVATED TO A MINIMUM DEPTH WITH AN EVEN SURFAC E TO INSURE SO LI D BEARING OF PIPE FOR ITS ENTIRE LENGT H. -INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OT HERWISE SPECIFIED) A MINIMUM OF 4 INCHES BELOW TH E BOTTOM OF THE SLAB AND SHAL L NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. -EXTERIOR: THE WATER PIP E SHA LL HAVE A MINIMUM OF 60" OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF COVER. 8. MISCELLANEOUS A. COORD INATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS AT THE JOB SITE. C. THE PLUMBING PLANS AIRE I NTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENS IONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WI LL FlT THE AVAILABLE SPACE. 9. TESTING A. PLUMBING SYSTEM SHALL BE FLOW AND PRESSURE TESTED IN ACCORDANCE 1,0 f? WIT H THE INTERNATIONAL PLUMBING CODE (LATEST EDITION). 10. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE . DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD. THE PLUMBING CONTRACTOR SHALL BE RESPONS IBLE FOR ANY DAMAGE TO PREM ISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNIS HED AND/OR INSTALLED BY HI M. A B 4" 5 GAS SERVIC E SEE CIVIL SITE PLAN HB-1 l RAIL!:}( STO~AGE AREA l: C D E 1 J HB-2 PLUMBING FLOOR PLAN SCALE : 1;s·~1•-o· 1, ' / DO NOT RfJ>ftOl)I.X:E lllCSE IF.AWINGS >HD SPECIFICATIONS WITHOUT THE DPRESSE0 WRITTEN PERMISSION OF lHE DES1G1NER. 1HE CIRl.w.ttaS AHO 5PECFICATIONS ME: l~Ell'TS t:F THE SEIMCE -, ::t-Wl. ROWN TI-lE PROPERTY OF lllE OESICMER WHETHER TitE: l'!lO..E:r FOR WHIDI THO' AR£ ~ IS EXECIJTil) Of! NCJr. Tl-lESE OPJ.WINCS N«J Sl'ECFlO\TlCftS SHolil.L NOr IE USED BY NffllNE ON Nff cmER PROS:'l'S FOR lm'T1allS 'It) THIS l'fl0£T BY on+EHS EXCEPT BY ll+E EXPRE5SED WRITTEN PERMISSION OF 1HE DESIGNER. ' / ' ' , ' '::======:: / \ , /DATE : ISS UEUFOR 10/4/16 PERMIT , "~~~~ ~.•S>,9LAI~••• (jv·.~ -.. -~ ~~ {~ 33843 ~i ~;/Jfu;,,,.~ \t' ... 104-16 ~-Q{ ~ •• •• v;.,,q..:·•· •• ,1 ~~~····· t .:..""IHl ~ , DATE: JOB NO: "~ - DRAWN BY CHECKED BY : SCAL E SHEET NUMBER · \.. P1-1 ' 10/4/20 16 16-11 3 HC E BCE AS SHO\VN October 04, 2016 -8:32:33om ,. • PLUMBING SPECIFICATION. 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS , AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHE R SPECIFlED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED I N STRICT COMPLIANCE WITH THE I NTERNATIONAL PLUM BING CODE (LATEST ED ITION), ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATU RE. C. TI7E CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMI NE THE PROPOSED SITE AND SHALL DETERMINE FO R HI MSELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLO WANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXA MINATIO NS. D. ALL EQUIPME NT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY TI7E ENGINEER OR ARCHITECT. 2. PERM ITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBM IT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ACH ITECT/ENGINEER FOR APPROVAL. TI7E CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4 . DOMESTIC WATER SUPPLY PIP ING A. UNDER GROUND: PROVIDE TYPE "K" SOFT DRA WN COPPER TUBI NG WITH BRAZED CONNECTIONS. B. ABOVE GROUND: PROVIDE TYPE "L" HARD DRA WN CO PP ER TU BING WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE • NO LEAD" TYPE. C. ALL HOT WATER PIPING TO BE INSULATED WITH 1" FlBERGLASS INSULATION. D. ALL COLD WATER PIPING TO BE INSULATED WITH ½" FOAM INSULATION. 5. SANTARY/STORM DRAINAGE AND VENT PIPING. A. ABOVE GRADE: -2" BELOW: SCH.40 GALV. STL. PIPE WITH SCREWED EN DS OR SCH. 40PVC Wini SOLVENT JOINTS OR DWV COPPER WITH SOLIDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AN D ABOVE : SERVICE WT . CAST IRON Wini NO-H UB OR BELL AND SPIGOT JOINTS; OR SCH 40 PVC WITH SOLVENT JOINTS . B. BELOW GRADE: SERVICE WT. CAST IRON WITH NO-HUB OR BEL L ANO SP IGOT JOINTS; OR SCH 40 PVC WITH SOLVE NT JOINTS. C. PVC PI PING SHALL NOT BE USED IN AIR PLENUM CEILINGS ANO SHALL NOT CROSS FIRE RATED WALLS, CE ILINGS, OR FLOORS. 0. DRANAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS. E. DRAI NAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM GRADE OF AT LEAST !4" PER FOOT. AND PIPI NG LARGER TI7AN 3" SHALL BE RUN AT A GRADE OF NO LESS THAN 1 /B" PER FOOT. F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF THE VE NT PIPING RUN THROUGH THE ROOF. 6. Al I STUB-INS AND/OR SLAB OR WALL PENETRATIO N TO BE PER I NTERN ATIONAL PLUM BING CODE (LATEST EO ITION).ALL PI PING PENETRATIONS OF BUILDING FOUNDATIONS OR FOOTIN GS SHALL BE SLEEVED. 7. PIPE SUP PORTS A. ABOVE GRADE ALL PI PE SHAL L BE SUPPORTED FROM TI7E BUILDING STRUCTU RE IN A NEAT AND WORKMANLIKE MANN ER . THE USE OF WIRE ANO PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPA CI NG OF PIPE SUPPORTS SHALL BE AS SPEC I FIED IN INTERNATIONAL PLUMB ING CODE (LATEST EDITION). B. BELOW GRADE EARTH SHALL BE EXCAVATED TO A MINI MUM DEPTH WITH AN EVE N SURFACE TO INS URE SOLID BEARING OF PIPE FOR ITS ENTIRE LE NGTH. -INTER IOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHER WISE SPECIFIED) A MINI MUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. -EXTERIOR: THE WATER PIPE SHALL HAVE A MINI MUM OF 6 0 " OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MI NIMUM OF 24" OF COVER. B. MISCE LLANEOUS A. COORDINATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DI MENSIO NS. VE RIFY ALL FIGURES , CON DITIONS AN D DIMENSIONS AT THE JOB SITE. C. TI7E PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AN D ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS OR ALL TI7E DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACT UAL DI MENSIONS OF TI7E EQU IPMENT PROPOSED TO ENSURE TI7AT THE EQUI PMENT WIL L FIT THE AVAILABLE SPACE. 9. TESTING A. PLU MBING SYSTE M SHALL BE FLO W AND PRESSURE TESTED IN ACCORDANCE WITH TI7E INTERNATIONAL PLUM BING CODE (LATEST ED ITION). 10. GUARANTEE A. MATERIALS, EQUIP MENT ANO INSTALLATIO N SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FlRO M DATE OF ACCEPTAN CE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR 'S EXPENSE. B. FOR THE SAME PERIOD. THE PLUM BING CONTRACTOR SHALL BE RES PONSI BLE FOR ANY DA MAGE TO PRE MISES CAUSED BY DEFECTS IN WOR KMANSHIP OR IN TI7E WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. FIXTURE NO . FD-1 HB-1 HB-2 WC -1 LV-1 MSB -1 SK -1 S K -2 S K -3 SK-4 1MB PLUMBING FIXTURE SCHEDULE PIPING CONNECTIONS DESCRIPTION MAN UFAC TURER MODEL TRIM OPTIONS -A C CESSOR IES S/W V EN T c.w . HW F L OOR DRAI N ZURN PE R OWN E R 1-1/2" 1-1 /2" 1 /2" 112" HOSE B I B WOODFORD P ER OWNER --1/2" - HOSE B I B , HOT AND COLD WOODFORD P ER OWN E R --1 /2" 112" WAT E R C L OSET KOHLER P ER OWN E R F L USH TANK 3" 1-1 /2" 1 /2" BAT H R OOM S I NK MOP SERVICE S I NK KITCHEN SINK SURGICAL SINK 1 SURGICAL SINK 2 DOUBLE COMP SINK REFRIGERATOR WALL BOX MA N UAL SHUT OFF VAL VE -~ TO EQUI P ME N T/ CO NTROLS I WITH AN 1 /8" N.P. T. P LUGGED TAPPING ACCESSIBLE FO R TEST GAGE CO NNECTION TO BE INSTALLED UPSTREAM OF THE GA S SU P PLY CO NNECTION TO THE APPLIANCE . CSOO'O SO"\ UNION RE:Lz --- , b KOHLER ZURN KOHLER PER OWNER PER OWNER KOHLER OATEY FROM GAS SUPPLY - COCK (GAS J ~ I - 6" TRAP (DRIP LEG) GAS CONNECTION TO EQUIPMENT DETAIL NOT TO SCALE P ER OWN E R P ER OWN E R P ER OWN E R P E R OWNER P ER OWN E R FROM GAS SUPPLY 3" 2" -- 3" 1-112" 1/2" 1/2" 2" 1-1/2" 1/2" 112" 2" 1-112" 1/2" 1/2" 2" 1-112" 1/2" 112" PER OV\INER , .. 1 • 1/2 " H2" 1/2" PER O\/VNER . . 112" . GAS FIRED WATER HEATER SCHEDULE EQUIPMENT NO CAPACIT Y RECOV ER Y @ 100 DEG F. RISE BTU PER HR . GAS CON N. WATER CONN. MANUFAC TURER & MODEL OPTIONS/ACCESSORIES WH-1 NOTES ; CLEANOUT ACCESS COVER (FCO) C.I. CLEANOUT FERRULE & PLUG 55 115 / FI NISHED FLOOR OR P AVED AREA PROVIDE 18"X18"X6" CONCRETE PAD WIHE N FINISHING AT EXTERIOR OF BUILDING. CLEANOUT DETAIL NOT TO SCALE RED DOT DUCTILE IRO N INLAY GRATE BUILT-IN LOCK BLOCK FOR GRATE LOCKDOWN CONCRETE FlLOOR SLAB SO IL SUBGRADE-__., LOCK DOWN BOLT POLYORAIN CHANNEL B EDDING CONCRETE- MIN IMUM 4" ALL AROUND ANCHOR RI B S PLOYLOCK LOCK TOGG L E TYPICAL CROSS-SECTIONAL VIEW OF A TRENCH DRAIN NO T TO SCALE 100,000 1/2" 3/4" RH E EM H E 55-1 0 0 WELD-0-LET ----. DEZURIK ISOLATION VALVE ----1 INSULATED DRESSER -~ REGULATOR BY UTILITY CO. ASM E R E LI E F VALVE PLUGGED WELD-0-LET INSULATED DRESSER P L UGGED TEE ISOLATION VALVE --GAS METER CAPPED BYPASSb-~~%i,----~6=d-~QL_J SIDEWALK GAS METER DETAIL NOT TO SCALE ... ~. : .. '.. ~-· ... ' .·.• :·: . ;• .. ,;_ .. • ~--~ . .,., .. ,r , ADJUSTABLE COLLAR WITH 1-5/8" TO 2-3/4" ADJUSTMENT TO FINISH FLOOR. 2" OR 4 " DEEP P -TRAP FD-1 & FD -2 (NICKEL BRONZE GRATE) REFER TO PLUMBING ACCESSORIES SPECIFICATIONS . rFI NISH FlLOOR OR TI LE MEMB RANE FLASH I NG AS REQ. ME M BRA NE A NCHOR FLANGE FLOOR DRAIN DETAIL NOT TO SCALE DO NOT RfPRQOl.a: n+ESE ~ NCI SPECIFIClllONS 'MIHOUr TI-IE EXPRESSED MllllEN PEAII SS!ON ac-lHE DESIOPEI. 1HE ORAWl NQS HID ~ ,_ -.-rs ~ ll!E SEIMCE IHl 51-WL RaWN lHE PffOf'ERTY OF THE DESIGNER WHEll-lDI THE l'MIJECr FOIi 'III-IICH lHEY Ml£ friWIE IS DCEI:U1Dl DA NOT. nE£ DIWll!NGS NCI SffCIAC.lltacS SWJ.. MOf BE USED In' Nl'IOHE: ON W'f lfflDI ~ ,,._ .iroi:rnoNII TO TH3 P!n.ECf fl'r OlliERS EXta"r ST lHE EllPRESSED WRITTEN POUSSON CF THE DES1GtlER. '-, ' ~/ .. , u c:: ..... • "' ~ <I) .... V -c:: "' ,,., ·-"" °' <)) ' OJ) <)) -c:: .5 .... "' ~ OJ) ' 0 "' r--OJ) µJ °' c:: "' ..-i.r, •• ·-"'0 ~ ..... (.) .-t:: i.r, (...:.;l -·5 "-;:! er., 00 " "' '-' . °' c:: <)) ~o o 0 µJ Pu l;; u o8 .ea i::" ..!. "0 .... ~ 0.0.~ N c:: "' ~~ ' '-' ""'-'o ~ OU ,::: C-0 "' :3: ~ 0-. ...c:: "' ·u ~ OJ) -5 VJ ,::: ,::: • -<)) °' "' 0 ~~ "° ~ ..,::: "'0 0. ' / ~ --< ~ ~ r/1 0 0 :::c Q ~ ~ "'T V) 0 ~ z -,-..,4 ~ QO ~ ~ -<U 0 . Cl ~~ o:l ~ >-Z ~ E-< ~ ~ 5B3 r/1 --< Oo 0 UO ~ r---0 ~ ~ Ss Cj Mz ~ z ,-..,4 0 ~ --< 0 ~ ' /DATE· ISSUED FOR · ' 10/4 /16 PERMIT ~~rw~ ... V.•'i:J' 1 (J.~ • {~ 33a43 \ '.lta,ga,< ,'lJla;n,. ~ ~~ •••• 104-1 6 ~··· •• • • .... . ,. -~ / DATE : 10/4/2 016 JOO NO : 16-113 DRAWN BY BCE CHECKED BY · BCE , ' SCALE : AS SHOWN SHEET NUMBER· \,, P1-2 , October 04, 2016 -8.J2.34om • LUMINAIRE SCHEDULE MANUFACTURER VOLTAGE LUMENS TYPE CATALOG NO. MOUNTING COLOR DESCRIPTION POWER PHILLIPS APPROVED 120-277V 12000LM 23.9"x14.B"x2.9" HIGH BAY LED LIG HT A FBX12 LL40-UNV-W-LCA EQUIVALENT HUNG 16' AFF 4000K EM: EMLED EM:EMLED 98W LITHONIA APPROVED 120-277V 3000LM 46.5"x1 O"x3.9" RECESSED LED OFFICE LIGHT B STL4 30L EZ1 LP840 EQUIVALENT SURFACE 4000K 27W WAC LIGH TING APPROVED 120V 865LM 7.4" DIA LED LIGHT C FM-306 EQUIVALENT SURFACE 3000K 15W WAC LJGHTING APPROVED 120V 13DOLM 18"x.3"x2.75" VANITY LED LIGHT D WS -776 EQUIVALENT WALL 3500K 15.5W HUBBEL APPROVED 208V 11 5DLM 4.8"x8.2"x5 .3'" FULL CUTOFF SECURITY LED E LNC-5LU-4K-2-1 -PC(2) EQUIVALENT WALL 10' 4000K LIGHT WI TH PHOTOCELL 13W BARRON APPROVED SURFACE NONE REQUIRED 120/277 12"Wx3.25"Dx5.5"H IMPACT RESISTAN T THE RMO - , LL5DH-G2 EQUIVALENT WALL 2 HALOGE N PLASTIC HOUSING SW MR16 LAMPS, BATTERY WITH UNIT BARRON APPROVED 120/277 NONE REQUIRED 12-1/4"Wx7.4"Hx1.75"D, WH ITE THERMOPLASTIC. ~ GVEX -U-BP-WB-WH-G2 EQUIVALENT WALL/CEILING N/t LED HOUSING WITH GREEN LETTERI NG . NICAD BATTERY, WITH UN IT UNIVERSAL MOUNTING, EXTRA FACE PLATE [I!) BARRON APPROVED 120/277 NONE REQUIRED 4.75"Wx7.75nHx4.5"D WHIT£ SEALED REMOTE Z06HOBW EQUIVALEN T WA LL/CEILING 1 INCANDESCENT WITH MOUNTED FI XTURE, 6 VOLT, 8 WATT LAMP, VER IFY EMR UNIT COMPATIBILITY WITH EMERGENCY FIXTURE = 1. GRID TROFFER TYPE LIGHTING FIXTURES SHALL NOT BE SUPPORTED FROM THE T-BAR CEILI NG GR ID. 2. THE SYMBOL USED IN THIS SCHEDULE IS A GENERIC SYMBOL TO INDICATE AN EXIT LIGH T FIX TURE. REFER TO THE PLANS FOR THE NUMBER OF FACES REQUIRED AT EACH EXIT. INSTAUL THE NUMBER OF FACES REQUIRED AT EACH EXrT. FIELD ADJUST THE LOCATION OF THE EXIT SIGNS FOR THE BEST VISIBILITY POSSIBL E. AUL EXIT LIGHTS SHALL COMPLY WITH ALL LOCAL BU I LD ING CODES. 3. THIS EXI T SIGN REQUIRES THE EXTRA BATTERY CAPACITY TO OPERATE THE REMOTELY LOCATED EMERGENCY HEAD FOR EGRESS AWAY FROM THE BUILDING. WALL MOUNTED EMERGENCY LIGH T UPPER CABINETS ' ~WALL SCONCES\ -.....__,,,~---.- I I LOWER CABINETS 90" DOOR WAY 0 FINISHED FLOOR DETAIL NOTES: I . 1. ALL DEVICES SHOWN ON THIS DET/!JL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. TH E ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS /!JND LOCATIONS OF THE DEVICES AS REQUIRED FOR PROPER MOUNTING. 2. ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. AUL ITEMS SHOWN ON TH IS DETt.L MAY NOT BE REQU IRED FOR THIS PROJECT. 3. THE AMERICANS WITH DISAB ILITIES ACT, KNOWN AS ADA. AFFECTS LIGH T FIXTURES USED IN CIRCULATION OR EGRESS SPACES. IN PRACTICE THIS ME/!JNS THAT WAUL MOUNTED FIXTURES LOCATED BELOW 6'-8" AFF IN HALLS, CORRIDORS, PASSAGEWAYS OR AISLES, MUST BE NO GREATER THAN 4" DEEP. THE ADA AFFECTS CONSTRUCTION FO R BOTH NEW AND EXISTING BUILDINGS. LIGHTING DEVICE MOUNTING H EIGHT DETAIL NOT TO SCALE WIRE TO BE INDEPENDENT OF CEILING SUPPORTS LAY-IN CEILING~ NOTE· LJornb TEST WIRE HANGER AT EACH CORNER OF FIXTURE (TOfAL OF 4) OR 1 CADDY CUP 515 PER SIDE (TOTAL OF 4) 2. TYPICAL ALL H.I.D., FLUORESCENT, & INCANDESCENT FlXTURES TYPICAL RECESSED LIGHT FIXTURE DETAIL SCALE: NOT TO SCALE n ~ I -<<1 l A B B B B B E J TRAILER STORAGE AREA GENERAL NOTES: 1. BATHROOM FAN COME ON WITH BATHROOM LI GHTS 2. FIXTURES MARKED WrTH EM REQUIRE EMERGENCY BATTERY B ' LAUNC ,' t ~ ~I ' ' ' )t:::::J B =-..; E _, ' , ' ' .ARMA(_ B B ' ' ' B I IL C D E EM A PRE SJRG'CAL I °OA"I-'"\,-~/ A A A ,··,-,,.-. ROOM ---------------------------- b A B A b1"J--=::::__ , PP1-55 B EM a A ISO~ATION STA L. 0 b EM A E LIGHTING FLOOR PLAN SCALE: 1;a·-1·-o· = LIGH T CONTROLS $ SWITCH $3 3 WAY SWITCH $., SWITCH WITH OCCUPANCY SENSOR $os,oSWI TCH WITH OCCUPANCY SENSOR AND LIGHT SENSOR I· ',. ,J: Ci <..,_ .£A _ _I_L __ J_, 0 POST SURGICAL SURQIC.A_l_ R'OC>M----rf'-..--- URGICAL LIGHTS ROOM ope1 ':.lbove SURGICAL LIGHT SOLO TRIO 0 A A A A A E A 0 A E LIGHTING CONTROL NARRATIVE PROVIDE THE NECESSAAY EQUIPMENT FOR A COMPLETE AND FUNCTIONING SYSTEM. SHOP AREA: 3 WAY SWITCHES. SURGICAL: MANUAL ON/OFF BY WALL MOUNTED SWITCH. AllrOMATIC OFF VIA OCCUPANCY SENSOR OFFlCES: MANUAL ON/OFF BY WALL MOUNTED SWITCH. AUTOMATIC DIMM ING BY LIGH T SENSOR. AUTOMATIC OFF BY OCCUP/!JNCY SENSOR. BATHROOMS, STORAGE ROOMS, HALLWAY, PHARMACY, L/!JB: AUTOMATIC ON/OFF BY OCCUPANCY SENSOR HALLWAY, PRE-SURGICAL & POST SURGICAL: M/!JNUA L ON/OFF 7 I Ii DO NOT ~ iNESE ClRAWtGS NCI SPEQFICAilOHS WITHOUT THE 0:P!tESSED Wl!l11UI PEfblSSION OF THE OESIONEA. 11,E DRMIINCS NI> SPECIFlc.\TIONS NE INSIRIAEtl'S CF THE ~ .oMI SHM..L A~N THE PROPERTY OF TIIE DESIGPCR WHETH£11 nl£ PROJECI' r0R \III-ICH 'THEY 1#1£. Wr0E l!I EXECimll OR NClf. TWESE DAAWINC;;S NfD SPEaflOlt.TIOMS RW.I. N(Jf !IE ~ SY .wrOI£ ON M'I OTIUI ~ FVI! .ooomoN5 TO lHl5 l'II0,6;f SY OTHERS O:CEPT ~ THE EXPRESSED WRIT1EH PEJNSSl<l'I OF 11£ DESIGNER. ' / ' ' / / DATE ISSUED FOR 10/4/16 PERMJT ,, ' DATE 1()/4/2016 JOB NO: 16-113 LJKAWN BY BCE CHl:iCKED HY · BCE SCALC: AS SH OWK SHEET NUMBER: ' E1-1 October 04, 2016 -B:32:39am • I I WALL t.tOU NTEO EMERG ENCY LIGHT IEXITI --~ TELEVISION FlRE ALARM frr~~~~~~9nJ H~N STROBE - DOOR WAY DUPLEX _ RECEPTACLE \ Wl,n "~ ~+-II] [fl] ---~ 90" so· FI RE ALARM P~L STATION I WALL -----,.._ 44• c NETS 60 " 48" 48 " FINISHED FL OOR !iQIES; COMBINATION COAX, COMPUTER TELEPHONE~ lt DUP LE! 16" RECEPTACLE I 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY TH~ EXACT LOCATION OF ALL TELEVISION OUTILETS WITH THE ARCHITECT PRIOR TO INSTALLATION . 2 . ALL DE.v1CES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MO UNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS OF THE DE.v1C ES AS REQU IRED FOR PROP ER MOUNTING OF THE DEVICES. 72• 3. AL L DE.v1CES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITE MS SHO WN ON THI S DETAIL MAY NOT BE REQUIRED FOR THIS PR OJ ECT. MOUNTING HEIGHT DETAIL NOT TO SCALE A 1 T~ 51 ORA.GE AREA _ _[ PP1-2 OFFICE , ,,-, ~ECEPTION \ ----,.-~---....... $ "-.. OFF!CEAREA ' ' , ' , r ' ' ,,_ B C 7'-2" , / © FUTURE[Stc----::------;;iB;:c;:;,~ PP1 -11 --cl PARTIAL © PP1-~ ©...,. GFCI -~ __ ~ 7'-2" PP1 -v ~ ;Pl-15 ' " , ' ' ' r ' PPT-14 0 PP1 -13 r ' , FCI WP ELECTRICAL FLOOR PLAN SCALE , 11e·~,·-o· = ' 4#3/0 +G 2.s·c 200A DISCONNECT ® 0 © PPT -30 HORSE STALL 4#3/0 +G 2.5"C PP1 200A MLO 120/208V 30 60 CKT ONE LINE DIAGRAM N.T.S. PROVIDE GROUNDING PER NEC REQUIREMENTS D GFCI 7' -2" HORSE ST ALL -- PPl-31 ©.....,..~ PPl-3~}\,,- POST iURGlc_At GFCI ROOl\11. open above 7' -2" 0 GFC I 7'-2'' © : ORSE ST ALL ----- E GFCI WP <D GFCI 7' -2" l TI / ' co HOt REPRODUCE 1HE:SE DMWINCS ,., SPECIFICAllONS Wll1fOUT THE ~ WMJTTUI POMSSON a;' TME 0£Slc.NER. THE CIWIIIN,l;;S N9'.I !l'!D"ltAT10NS 1W! ~ 01' THE SER't1CE ANO SIWJ.. REWIH lHE PROPERTY Of Tl£ DESIGNER ~ 1HE l'll!CIJa:T FOJI ..al n£Y M£ WAI)[ IS ElCECUTED Olt NOT. iMESE DRIMIHGS NID Sl'ECIF1CR10NS 5JW.L HOT BE USED BY .lrH'l"ON:: OH /lfff OTttEJII P'l'lll.ErS FOIi #IPOlllOIIS TO 1llS PIIOJECr B'I' OTI-IERS DCEP'T B'I' 11-IE EXPRESSED ~ PEMIISSK>N OF nE D£SKHJl ' / ' ' / ' (~/ .,..J . (j C: -~ <Fl ;.... (I) _,. (I) -C: "' V) ... °' ·-0) ' 01) (JJ -C: .5 _,. N J:.Ll o/J ' 0 C: ...... 01) Lil °' C: t<:l .,., .. ·-Oo X +--u ·"=tr)~ -~ ....... .p ;:, _ ;::l Vloo • Cf) u . °' C: 0) ...:oo 0 Lil 0 U :;;, ' u <>d ~ c.- '" 0 _,. C: ol blJ.-N --' '--~ Vl () 0 0 C: r-- 0 C: :3..::; a-. .c t<:l • '"O n.i on -8 Cf) --·-<J O'\ a o ~ ~ -o~..c .,., 0 0. ' / / ' ~ ~ ~ ~ VJ 0 0 ~ 0 ~ ~ "'T V) 0 ~ 25 .... H QO ~ <1'.'. u 0 ~ Cl ~o ~ ~ ~§ ~ ~ ~~ VJ ~ Oo 0 Uo ~ r--0 ~ ~~ d C'f)z J:.Ll § ....:I 0 ~ 0 ~ ' / /DATE : ISSUED FO R: ' 10/4/!6 PERMI T '- t; ~-10-4-16 ~ •• •• ~· ~ . ,, / ' DATE : ]0/412016 JOB NO: 16-113 DRA WN BY: BCE CHECK.ED BY: BCE SCALE: AS SHOWN SHEET NUMBER : ' E2-1 ,I ~ October 04, 2016 -10:06:00om .. MECHA NI CAL EQUIPMENT SCHEDULE COMB: COMBINATION MOTOR STARTER N,· NONE REQUIRED CONT: CONTRACTOR MAG: MAGNETIC MOTOR STARTER p i: PLUG-IN UN IT M'11· MANUAL MOTOR STARTER w u·, SUPPLIED WITH UN IT: UNIT FU NCTION LO AD VOLTS " FU LL BRANCH CIRCUIT GRND BRKR START NO (NOTES) LOAD CONDU IT ,,V, WIRE WIRE SIZE AMPS SIZE -~ SIZE SIZE GF-1 "GAS FURNACE 1560W 120 1 13 3/4 2 12 12 20 W/U UH-1 .UNIT HEATER 528W 1 20 1 4.4 3/4 2 12 12 20 W/U .UH-2 SIMILAR EF-1 .EXHAUST FAN 35W 120 1 .3 3/4 2 12 12 20 $ .EF-2 SIMILAR EF-3 EXHAUST FAN 864W 120 1 7.2 3/4 2 12 12 20 W/U .EF-4,5 SIMILAR EF-6 EXHAUST FAN 696W 120 1 5.8 3/4 2 12 12 20 W/U CU-I "CO NDENSING UNI T 4368W 208 1 21 I 2 8 10 40 W/U CU-2 "CO NDENSING UNIT 3744W 208 1 18 3/4 2 8 10 25 W/U CU-3 "CONDENSING UN IT 3120W 208 1 15 3/4 2 12 12 20 W/U EBB-I ELECTRIC BASEBOARD IOOOW 120 1 8.3 3/4 2 12 12 20 W/U WH-1 I -WATER HEATER 2000W 120 1 16.7 3/4 2 12 12 20 W/U IR-1 INFRARED HEATER CF-I CIRCULATION FAN 360W 120 I 3 3/4 2 12 12 1920W 120 I 16 3/4 2 12 12 ELE CTR ICAL LEGEND NOTE: SYMBOl,S SHOWN ARE STANDARD. VARIATION AND/OR COMBINATION MAY BE USED ON THE PLANS SUCH AS $, (b: SWITCHING DES IGNATION),€Jc 4 (4: CIRCUIT NO.), D ,,._.,, (30A-2P: 30 AMPERE-TWO POLE), ETC. T HIS LIST SHDl.'S ST ANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAl.'tNGSJ HOl.'EVER, 1.'HEREVER THE SYMBOL ON THE PROJEC T DRAl.'INGS OCCURJ THE ITEM SHALL BE PROVIDED AND INSTALLED. IS] LA-7 ~ BRANCH CIRCU IT PAN ELIBOARD TE LEPHONE TERMINAL BOARD MOTOR FUSED SAFETY SWITCH / DISCONNECT COMBINAl10N MOTOR STAR TE R CONTACTOR CIRCUITRY HOMERUN: PANEL LA -CIR. #7 CONDUI T OR WIRE CONCEALED IN WALL/CLG. CONDUIT OR WIRE UNDERFLOOR/UNDERGND. 0) CEILING JUNCTION BOX -SURFACE/FLUSH Q)-j WALL JUNCTION BOX -SUR FACE/FLUSH §c DUP LEX RECEPTACLE ~ SPLI T WIRED DUP LEX RECEP-ACLE @c FOURPLEX RECEP TAC LE @e APPLIANCE RECEPTAC LE -3 WIRE (i') THERMOSTAT T TELIEPHONE OU TLET ♦ COMPUTER -DATA '( COMBINATION DATA/TELEPHONE \V TE LEVISION OUTLET $ SINGLE POUE SWITCH $2 TWO POLE SWITCH $:J THREE-WAY SWI TCH $,, FOUR-WAY SWITCH $c DIMMER SW ITCH $:JS OCCUPANCY SENSOR (]] FLUORESCEN T FIXTURE TYPE A = WALL BRACKET FLUORESCENT FIXTURE -t et ~~ O@ID (D-, (ff) @ <!> i"/!~'1 NL I.IP A.F F. A.F,G, GFCI GP EM 42" OPEN STRIP FLUORESCEN T FlXTURE SURFACE CEILING INCANDESCENT OR H.1.D. FIXTURE WA LL MOUNTED INCANDESCENT OR H.1.0. FIXTURE RECESSED CEILING DOWN LIGHT DOUBLE FACE EX IT SIGN. WALL AND CEILING MOUNTED SINGLE FACE EXIT SIGN, WALIL AND CEILI NG MOUNTED WALL MOUNTED EMERGENCY LIGHT REMO TE MOUN TE D EMERGENCY HEAD MECHANICAL CON TRACTOR FURNISHED EQUIPMENT OWNER FURNISHED EQUIPMENT DRAW ING FLAG NOTE ROOM DESIGNATION EXISTING NIGHT /SECURITY LIGHT -DO NOT SWITCH WEATHERPROOF ABOVE FINIS HED FLOOR ABOVE FINISHED GRADE GROUND FAULT CIRCUIT I NTERRUPTER RECEPTACLE IS GFCI PROTECTED FROM AN UP STREAM GFC I RECEPTAC LE EMERGENCY FUNCTION MOUNTING HE IGHT -A.F.F. OR A.F.G . TO C.L. HIGH HID CB INTENSITY DISCHARGE LIGHTING TYPE CIRCUIT BREAKER SI.ID CB U.L. LISTED AS SWITCH ING DUTY CIRCUI T BREAKER 20 W/U 20 $ DISC FUSE $ $ P/1 $ $ ,v 40 ,u 25 LU 20 $ $ $ $ PAN EL SCH EDULE -PPI TYPE: PANELBOARD BUS SIZE: 225 PHASES: 3 NEUTRAL BUS: YES VOLTAGE: 120/208 MAIN BRKR: NONE WIRES: 4 GROUND BUS: NO ENC LOSURE: NEMAI MOUNTING: FLUSH SC RATING: 10000 LOAD TYPE LOAD DESCRIPTION AMPS CKT# ¢" CKT# AMPS LOAD TYPE LOAD DESCRIP TION POLES LOAD LOAD POLES RECEPTACLE OFFICES 20A I A 2 20A RECEPTACLE RECEPTION, OFFICE ---1P 900 900 IP --- MECH HEATING BATHROOM EBB 20A 3 B 4 20A RECEPTACLE BTHRM, DISHWASHER ---1P 1000 1300 1P --- APPLIANCE KTCHN REFRIGERATOR 20A 5 C 6 20A APPLIANCE WASHING MACHINE ---1P 1000 1200 1P --- APPLIANCE CLOTHES DRYER 30A 7 A 8 20A RECEPTAC LE LAUNDRY.PHARMACY ---2P 2450 900 1 p --- APPLIANCE ------9 B 10 20A RECEPTACLE LAB ------2450 1800 1P --- MOTOR UH-1, EF-5 20A 11 C 12 20A MECH HEATI NG GAS FURNACE ---IP 1173 1560 IP --- RECEPTACLE HORSE STALLS.OUTSIDE 20A 13 A 14 20A RECEPTACLE BARN.ISOLATI ON. WAS HDOWN ---IP 720 1080 IP --- MOTOR GARAGE DOOR OPENER 20A 15 B 16 20A MOTOR CEILING FAN ---1P 1920 1920 Ip --- MOTOR EF-3, EF-6 20A 17 C 18 20A MECH COOLING FUTURE EVAP COO LERS ---IP 1560 1728 IP --- MOTOR GARAGE DOOR OP ENER 20A 19 A 20 20A RECEPTACLE PRE -SURGICAL, OU TSIDE ---IP 1920 360 1P --- MOTOR EF-4 20A 21 B 22 ---MOTOR ------IP 1176 2004 ------ RECEPTACLE SURGICAL ROOM 20A 23 C 24 20A MOTOR HORSE HOIS T ---1P 1500 2004 3P --- RECEPTACLE SURGICAL ROOM 20A 25 A 26 ---MOTOR --- ---IP 1500 2004 ------ REC EPTAC LE SURGICAL ROOM 20A 27 B 28 20A MOTOR CEILING FAN ---IP 1500 1920 1P --- MOTOR GARAGE DOOR OPENER 20A 29 C 30 20A MECH HEATING IR HEATERS HORSE STALL ---IP 1920 1080 1P --- RECEPTACLE POST SURGICAL ROOM 20A 31 A 32 20A MECH HEATING UH-I POST-SURGICAL ---1P 1500 528 1P --- RECEPTACLE POST SURGICAL ROOM 20A 33 8 34 40A MECH COOLING CU-1 ---IP 1500 2184 2P --- MECH COOLING CU -2 25A 35 C 36 ---MECH COOLING ------2P 1872 2184 ------ MECH COOLING ------37 A 38 20A MECH COOLING CU-3 ------1872 1560 2P --- SPACE ------39 B 40 ---MECH COOLING ---------a 1560 ------ MECH YEAR ROUND WATER HEATER 20A 41 C 42 20A KITCHEN MICROWAVE ---IP 1920 1600 I p --- SPACE ------43 A 44 ---SPACE --- ------a 0 ------ SPACE ------45 B 46 ---SPACE ---------0 a ------ SPACE ------47 C 48 ---SPACE --- ------a 0 ------ SPACE ------49 A 50 ---SPACE ---------a 0 ------ SPACE ------51 B 52 ---SPACE ---------a 0 ------ SPACE ------53 C 54 ---SPACE --- ------a a ------ LIG HTING SURGICAL LIGHTS 20A 55 A 56 20A LIGHT ING OFFICE, BTHRM,LAB,SHWR,RCPTN ---IP 1050 1100 1P --- LIGHTING BARN LI GHTS 20A 57 B 58 20A LIGH TI NG SECURITY LIGHTS ---2P 1127 117 2P --- LIGHTING ------59 C 60 ---LIGH TI NG ---------1127 117 ------ LOADS BY TYPE: LOADS BY PHASE: LOAD CONNECTED DE MAND DEMAND CONNECTED CONNECTED BALANCE TYPE LOAD (VA) FACTOR LOAD (VA) PHASE LOAD (VA) LOAD (AMPS) (PERCENT) -- LIGHTING 4638.00 1.25 5797.50 A 20344.00 169.53 A-B: 86.7 KITCHEN 1600.00 1.00 1600.00 B 23478.00 195.65 B-C: 99.7 PROCESS 0.00 1.00 0.00 C 23545.00 196.2 1 C-A: 86.4 RECEPTACLES 10000.00 1.00 10000.00 RECEPTACLES 5460.00 0.50 2730.00 TOTAL/AVERAGE 67367.00 187.13 90.9 MECH HEATING 4168.00 1.00 4168.00 MECH COOLING 12960.00 1.00 12960.00 MECH YEAR ROUND 1920.00 1.00 1920.00 NOTE S: APPLIANCE 7100.00 I.DO 7100.00 MISCELLANEOUS 0 .00 1.00 0.00 I. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. MOTOR 19521.00 1.00 29281.5D SPARE 0.00 I.DO 0.00 LARGES T MOTOR 1 ABOVE 0.25 1503.00 TOTAL 67367.00 63132.DD ELECTRICAL SCHEDULES AND DETAILS ' 00 NOT REJ'AODUCE THESE DR.I.WINGS AND SPECIFICo\TIONS WITHOUT nJE EXPRESSED WRITTEN PEINSSIDN OF nu: ~ER-™E DIWlll«lS AND SPEaAC.llnDM9 -. INSlJUlellS OF lHf !!UMC1a .'kl stw..l. REMl,,'M rHE '°~ Of 11-IE OESIGNEA WHETHEJI THE l'ROJECI" FOR WHC!s ll-l;Y NIE. Will: IS CCECV!ED OR NOT. THESE DMWIN(;5 AND SPEaFICIJ10t$ StW.l. NOT IIE IJSB> BT NffilfE OIi Nff OTl!Elt Pll0IECJS FOR ADCIJJ0NS TD THIS 1'111),0;l" 1iY OTHERS EXCEPT BY TI-lE EXPRESSlll WRITTEN / ' ' ~ ~ ~ ~ VJ. 0 0 ~ Q ~ ~ "T <n 0 ~z -,..J QO z ~ <'J'.'.U ~~ 0 0 ~~ ~Cl >, z ~ ~ E--~ VJ. ~ $~ Oo ~o Uo ~ ~ r---0 ~~ d ""z µ.l § .....:i c., ~ 0 ~ /DATE ISS UED FOR: 1()/41 16 PERMIT ' DATE· 10/4/201.6 JOB NO 16-113 DRAWJ'\ BY BC E CHECKE D BY OCE SCALE: AS SIJO\\TN SI IEET NUMBER E2-2 October 04, 201 6 -10:06:59arn STRUCTURAL GENERAL NOTES & SPECIFICATIONS G ENERAL R EQUIREME NTS: Structural Design is based on drawings by Rhino Steel Building Systems dated September 13, 2016. This design is for the foundation and interior slab and interior wood and CMU walls and wood floo r ceilings only. A ll unfactored loads imposed on the foundation from the s teel building have been prov ided to Rakowski -Millard Structural De- sign by Rhino Steel Building Systems. A. DESIGN LIVE LOADS 1 . Interior sJab--on-grade 125 PSF uniform, 2,000 lb. concentrated (Lig ht Manufacturing) 2. Wind.~, Exposure C 1/o ~ 3. Seismic Design -Category C 4 . Office second level 50 PSF, 5 PSF partition B. DESIGN CODES The requirements of the lriternationai Building Code (I B.C.) and local jurisdiction code revisions shall govern the design and construction of this work. The following codes and editions were used: • International Code Council ln1ernC1tionC1f Building Code (,W C ?OQOJ C. CHANGES OR MODIFICATIONS '2,Q.15° 1. Any changes tu the structural drawings required due to I.he acceptance of alternales and/or substituLions are the responsibility of the contractor and shall be submjtted to the S.E.R. for approval. 2. Contractor shal l notify S.E.R. before cutting or modifying any structural systems for any reason. D . SHOPDRAWINGS Shop drawings are required only when indicated on the plans . However, i t is recommended that Lhe contractor submit the following shop drawings: a. concrete steel reinforcemen t shop drawings b. concrete mixture design For some projects it is also recommended that a concrete placement plan be submitted a long with rebar s hops. It is the contractor's responsibility to read the drawings and determine which shops are necessary and subm it these to the S.ER in a timel y manner. S.E.R.'s review is intended o nl y as an aid to the contractor in obtaining correct shop draw in gs. Responsibility for correctness shall rest with the contractor. I. Shop drawi ngs shall be submitted to the archi tect for a ll structural items in addition to items required by architeclural spec ifications. 2. A plan layout drawing showing location and item marks for all loose it ems shall be submiued with individual sub-assembly drawings. 3. The contractor shall review all shop drnwings prior to submittal. Items nol in accordance w it h the con tract documents shall be flagged upon his review. 4. Verify all dime nsions with the architect before submission to the S.E.R. 5, Any c hanges, substitutions, or deviations from original contract drawi n gs shall be clouded by man ufacturer or fabricator. Any of the aforementioned which are nor clouded or flagged , by submitting panies , shaU not be considered approved after S.E.R.'s review, U.N .0. 6 . The shop drawings do not replace the original contract drawin gs. It is the co ntractor 's responsib ility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layo ut performed by others rests with the designing o r submitting authority. 8. The use of reproductions of these contract drawings by any cont ractor, s u b-contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is express ly prohibited. E. GENERAL 1. All dimensions and detai ls on structural drawings shall be verified against the architect ural drawi ngs and any discrepancies shal l be brought to the attention of the architect before construction or fabricatio n com - mences . DO NOT SCALE DRAWINGS. 2. Coordinate a ll openi ngs through fltK>n., wall s and roofs wit h lhe Mechanical and Eleclrical Contractors . Notify S.ER. if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing. shoring, g uying or other means to prevent excessive su-esses and to hold structural elements in pl ace du ring construction. 4. Details on the structural drawings are typical. Verify all dimensions and e levations with the architect ural draw ings. 5 . The contract structural drawings and specifications represent the finished s tr ucture. They do no1 indicate I.he method of construction, The contractor shall provide all measures necessary to protect the structu re during construction. Such measures shall include, but not be limited to, brac in g, shoring for loads due to co nstruction equipment, protection of existing structures. Observation visits ro the site by the S.E.R. s hall nol i nc lude in- spection of the above items nor will the S..E.R. be responsible for the contractor's means, methods, tec h niq ues , sequences for procedure of construction, or the safety precautions and t he programs incident there to- 6. Options are for the co ntractor 's convenience. He shall be responsible for aU changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selec tion of an option shall be borne by the contractor. 7. Any engineer ing design provided by others and s ubmitted for review shal l bear the seal and signature of an engineer registered in Co lorado. 8 . Structural e ngineer may make pericxlic observalions or the con struclion. Such observations sh al l not replace required inspections by the governing authorities or serve as special inspections as may be requ ire d by Chapter 17 of the lnterna1ionC1J Building Code. FO UNDATION : A. EXCAVATION I. Contractor shall provide all necessary sheeti ng, shoring and bracing where req uired to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation ex.cavalion during construction, keep excavalions reasonably free of water al aJI times and completely free of water during placement of the concrete. B. DES IGN l . Fou ndation des ign is based on the soils report prepared by Hepworth-Palak. Geoteehnical, Project No. 116 128A , dated May 5, 20[6 for the proposed Equine Surgery Center. 3929 County Road 154 in Garfield County, Colorado. It is required by the S.E.R. that a geotechnical engineer lice nsed in the State of Colorado, verif y I.he aforementioned soi ls report and the resu lts contained therei n by in specti n g and testing the bearing soils after excavation. The S.E.R. shall be given a copy of t his on s it e soils report. The S.E.R. shall be given 3. Re-bar lap splices #4 bar= 30" minimum; #5 bar= 36~ minimum , unless noted otherwise. 4. Discontinue 1/2 of horizo nr al s teel across construction/control joinlS. 5. Provide corner bars of equal size and spacing around all comers and intersections. 6. Splices in horiwn tal beams and walls shall occur al mid span fo r Lop bani a nd over supports for bottom bars . 7. Provide accesso ri es necessary to properly support reinforcing at the positions shown o n the plans. 8. Reinforc in g spacings are maximum o n cente r and all reinforcing is continuous , unless noted otherv.rise . C. SLABS-ON-GROUND l. All s labs-on-ground sh all be s~ thick an d rei nfo rced with #4 @ 18" ou center each way , unless noted otherwise . Reinforcement to be p laced i n center of s lab and pl a ced o n manuractu red ch a ir supports. 2 . Thicken all free s lab edges to 8" x. 8" wit h #5 continuous (top and bottom) un less noted otherwise on pla n s. 3. Provide con struc tion/control joints in slabs-on-ground not to exceed 12' -0" on center or as shown on the plans , Isolate all s labs on grade from structural elements with expans io n j oinl material equal to QUIKRETE's Expansion Join t Strips (ASTM D 1751) 1/2" x 4 " x 5 ". PREFABRICATED STEEL BUILDING : Provide pre-engineered steel bui ldi ng as profiled by archi tectu ral drawings, follow requirements of the uni.form build- ing code with a load duration fac tor of 1.0 and w ith a maximum al lowable l ive load deflection of 1/36-0. Shop draw- j ugs, an erection plan and sealed structural ca1cu1atio ns s ha ll be submitted to the engineer for review prior to fab rica- tio n. Calculatio ns shall be sealed by an e ngineer registered in the state of Colorado. Shop drawings sha ll detai l each frame type, applicable co nn ections, frame layou t and bracin g. Supply all pl ates, blocki ng, bridging, bracing, stiffen- ers and other related items as recommend ed by the fabricator. A . NON-SHRJNK GROUT AN D ANCHOR BOLT S 1. Anchor bolts used with ste e l shapes shall be specified by General Steel Corporation wiU1 minimu m of 8• embedment U.N.O. and shall conform to ASTM F l 554 G r 36 U.N.O .. Anc hor bolts e mbedded in concrete s hall be pla ced with se tting templates . Location and coordination of anchor bolt placement shall be the re- sponsibility of the s teel fabrica tor. Steel fabricator shall supply anchor bolt setting plan. 2. All co lu mn base pl ates shall have 1 n (nom) gro ut pack and stt=el shi ms/bottom nuL..; du ring erection. Grout pack shall be non-shrink, non corrosive, nonmetallic, nonstaining product containing selected silica sands, pon- land cement, and water-reducing agents. The prcxluct shall require only the addition of water and shall comp ly with the requirements of ASTM C-827 . A mi nimum compressive strength of 3,000 psi after one day and 7,000 psi after 28 days s h all be deve loped. STRlJ CJ llRAL WOOD FRAMING · A. DIMENSIONALLUMBER All timber construction light and heavy shall co nform to t he latest edition of the National De.sign Specificmions for Wood Construction. The following grading agencies are used for grading the structural wood framin g: Na- t ional Forest Products the Western Wood Products Associalion (:NWPAW), the National L umber Grades Author- ity (NLGA), a nd the Redwood I nspection Service (Rl S). I. Structural frami ng lumber shall be kiln dried Dou glas F ir/Larch , U.N.O . The fo ll owing design val ues were used fo r Doug las Fir/Larch (all applicable stress factors apply per 1.8 .C. section 2306): Struchlral Joists, built-up col umns and stu ds (~ 2x4), No. 2 or better Fb = 900 psi fv = 180 psi Fcl. = 625 psi E = I 600 000 psi Beams and Stringers, No. 1 Fb= 1350 psi F,= 170psi Fc-1 =625psi E= 1 600000 psi 2. All pressure treated lumber shall be Southe rn Ye llow Pine #2 or b ette r , U .N .0. All wood alt ached to con - crete or masonry shall be pressure treated lumber. Pressure treated lu mber may require heavier galvanizing lreatmen L<; for fasteners and fmmi ng hardware. The contmctor js to cons u lt with the s u prlier , manufacturer, and local b ui ldi ng officia l fo r current treatment req uiremenl<;. The following des ign values were used for Southern Yellow Pine: Structu ral Joists, bu ilt-up colu mns and s tuds (~ 2x4), No. 2 o r better Fb= l 500 psi Fv= 175psi Fc-L=565psi E= 160000:>psi 3. Sizes shown for structur al wood framing are nominal sizes. 4 . Attach sill plates w ith ½"~ hooked anchor bolts (7" minimum embedment) at 48N on center U.N .0. 5 . Install all joists and beams with camber, if any, to top U .N .O . 6. Beams are not a s ub s ti tute for joist in layoul. I f beam falls in jois t layou t space, place joist nex l to beam. 7. Provide bu.i l t•up wood columns of 2-2x6 (or 2-2x4 at 2x.4 stud wall) or a minimum number of studs to equal s upported beam w idth U .N .0. 8. All m uJ tiple stud columns shown at the ends of headers indicate the n umber of trimmers. King studs are addi- tional to the number of column studs shown. B. FASTENERS AND CONNECTORS A lt ernate faste oers and conneclors to those listed be low, which have I .C.C. approval, may be used w ith arproval by the SER. l, All timber and wood framing nailing shall cooform to the I.B .C .• reference I.B.C. Table No. 2304.9.1 Fas/en• ing Schedule, U.N .0 .. Reference drawings for locations were additional nailing is required. 2. Nails shall meet the requireme nt of ASTM F 1667 . Nail diameter and length used w ith these drawings are to be a.<; follows , U.N.O.: Desig natio n 8d !Od 16d Length and D iameter .13lx2½'" .148x3" .)62 X 3 ½" 3. A ll con necton. for wood frami ng sh uw n on the plans such as joist hangers, beam hangers, truss hangers , framing clips, hold-dow n anchors, etc., sha11 be manufactured by the Simpson Strong-Tie Company Inc, U.N.O. Install per manufacturer 's specifications. 4. Bolts for wood member connections sha ll be ¾"~. ASTM A307 with a minimum 1 !h" washer each end U.N .0. Do not counten.ink bolts unless noted otherwise on structural drnwings. 5. Lag screws shall meeting the requirements of ANSUASME standard B18.2.1 and they shall be installed per the latest NDS code . Each lag screw shall be installed with a washer. 6. Powder Act:uated Fasteners (P AF.'s) for attaching wood framing to structural steel sball be Remington low velocity faslenen., le ngth an d diameter per pl ans . lnstall per manufactu rer. 7. Screws called o ut as S DS are as manufactured by Simpson Strong-Tie Company Inc. Screws called out as OLYLOG, TLOK, LOG, LHOG or LL arc as manufactured by FastcnMastcr Agawam, MA. 8. Screws called as #8 tbru # 12 wood screws shall meet ANSI/ AS:ME standard 18.6. I . an opportuniry to review the soils repon , and adjust he .rev i sed soi.ls C. FLOOR FRAM1NG AND SHEATHING report prior to th e placement of lhe foot.in 1. Floor sheathing shall be APA rated Sturd-I-Floor, 24" o.c. 13/32'' rhick , T&G . Place with 8'-0" dimension per- 2· Footings shall bear o n naturnJ urbed soil or adequately compacted structu ral fill per geot~\µl-pendicular to the joist span. End joints shall be staggered. Attach sheathing to frnming wilh APA g lue. and nails ; gineer, below the frost de equired by the applica ble bu il ding cc:xle . Any discrepancies wi th the footing e le-at edges with 8d common (0.131 ¢) nails at 6" O.C. and a t intermediate supports with 8d common nails at 12" vatio ns shown o n t ans shall be brought to the attention of the S.E.R Footing are designed wi lh lhe fol---""-:'.;:::7".::;__-------~0~.C~.:._. lowing allowa bearing pressures: i 1 "LSL rim boards typical at exterior ends of all floor joists and beams. Maximum Minimu m C. REQU IR EMENTS 3000 psf 0 psf 1. Center fou n wa sunless noted otherwise. 2. BackfiU on walls with fill on both sides shall be compacted in equal lifts each side of wall. Wa ll s hack.filled on one side only shall have aU supporting slabs, permanent fra ming or temporary braci ng in place prio r to placement of the backfi ll (tm less outed otherwise on plans). CON CRETE : A. CONCRETE REQUIREMENTS Concrele shall be constructed in accordance with the latest edition o r the American Concrete Ins1i tu1e Building Code , AC/ 318 and Specifications for Srruccurai Concrete for Buildings, AC/ 301. Provide cold weather p rolec- tion per ACI 306. 1. Concrete shall develop a minimum compressive strength a t 28 days of: WaJ ls & fCK>lings 3000 psi Slabs 3500 psi 2. Provide Type Il cement with 4%-8% air entrainment and a 4" s l ump. Concrete aggregate shall be ¾" normal weight stone except were lightweight con crete is specified. No admixtures shaJ I be used with o ut ap- pr oval by t he SEIR.. 3. Concrete shal l be placed in a manner to prevent voids by using mechanical vibrat ion and/or other appmved method . Do not place pipes, ducts , or chases in the structural concrete w ithout approval of the S.E.R. Thor• ou ghly clean all keyways aJH1 co nstruction joints prior to placing ooncrete i n adjacent area. Concrete sh all not be in permanent contact with aluminum. B. REINFORCING Detailing, fa bri cation, and erectio n of reinforcing steel bars shall comply with the ACT Manual of Standard Pruciice for Detailing Reinforced Concrete Strncmres AC/ 315. 1. Reinforc in g steel s hall be high strength deformed bars conforming toASTM A615 grade 60 . exce pt weld - able reinforcement which sha1 1 be ASTM A706, Grade 60 . 2. Concrete protection for reinforce ment: Cast against and perma nently exposed to earth ..... . Exposed to earth o r wea lhcr ......... . #6-#18 bar #3-!15 bar Not exposed to earth or weather .......... .......... ............. s labs & wall s beams & col s 3 2 I 112 314 in. in. in. in. 1 112 in. 3. Block continuous at 10 :rior-joiabea rings per man u facturer. 4. Provide solid wood blocking (squash blocks) witfim frOOl"'S ys sts and trimmers in the floor above. Blocking shall be of Like material & shall match lhe dimensions of the columns or trimmer.:. a ve. D. STRUCTURAL COMPOS ITE LUMBER AND PREFABRJCATED WOOD I-JOIST Install members in accordance wi th the m anu fact u rer's recommendation. Holes , c uts, or notc hes no t. previous ly approved by the S.E.R . or the manu fac turer shal l nol be made. Mem bers by other manuracturers may be used if the dept h, cross secti on and allowable unit stress arc equal to that of the member spccific.d for the particular span. l. LAMINATED VENEER LUMBER (LVL) LVL members called for o n the drawings are as manufactu red by iLEVEL by Weyerhaeuser. Members marked on the dmwings as 'LVL' a nd shal l be I 3/4" wide , U.N.O. Allowable u nit stresses for dry conditions shal l be as follows : Fb = 2,600 psi F, = 285 psi Fc-1 = 750 psi E= J ,900,000 psi 2. PA RALLAM LUMBE R (PSL) PSL members called for on lhe drawings are as man ufactured by iLEVEL by Weyerhaeuser. Allowable unit stresses for d ry conditions shall be as fo ll ows: Fb = 2,900 psi Fv = 290 psi Fc-1 = 750 psi E= 2,000,000 psi Allowable unit stresses for dry conditions for PSL columns shall be as follows: Fb = 2,400 psi Fc11= 2 ,900 psi E= I ,800,000 psi 3. PREFABRICATED WOOD I JOISTS Prefabricated wood I-joist called for on the drawings (TJ I 210, TJ I 360, TJI 560 e tc.) are as manufactured by iLEVEL by Weyerhaeuser. Suppl y all plates. blocking, bridging, bracing, stiffeners and other re lated items as recomme nded by th e man ufacturer. 4 . LAMINATED STRAND LUMBER (LSL) LSL members called for on the drawings arc as manufactured by iLEVEL by Weyerhaeuser. Allowable unit stresses for dry conditions shall be as follows : Fb = 1,300 psi F, = 400 psi FcJ. = 750 psi E= 1,300,000 psi 5 . LAMINATED S TRAND LUMBER RIM BOARD (LSL) LSL members called for on the drawings are as manufactured by i.LEVEL by Weyerhaeuser. Allowable un it stresses for dry conditions shall be as fo Uows: Fb=l ,700psi Fv=400psi FJ_=750psi E=l ,300,00:>psi SECTION CUT (OTl # / SHT II') ~ I ~, I I T. F~;NG f---~ I I I ' 5 S6 T. WALL"' XXX'·X" T. FOOTING= Xt<X-'"I:' ------7 6\ T.SLAB '-' )O(J(".,X- I I I I _J_ FOUNDATION WALL STEP 9 S5 DETAIL VIEW (DTL # I SI-IT #l Structural Symbols Reference For Foundation Plans I BEAM OR HEADER I I BEAM CONTINUOUS OVER COLUMN COLUt»4N BETWEEN BEAM ABV & BLW 63/-4M16~!'2"GL ~ 1 ROOF SLOPE I r JOIST HANGING (FLUSH FRAME WI HANGER TYPE) FLOOR ELEVATION STEP UPI DOWN T. SUBFLR )()()C.)(' JOIST BEARJNG LOCATION COLUMN FROM ABOVE TERMINATING ON BEAM COLUMN FROM ABOVE & BELOW BU ILDING ELEVATION MARK REVISION CLOUD INOICATINGA REV1SEO ITEM JOIST EXTENT LIMITS LINE Structural Symbols Reference For Framing Plans OPEN-HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION J/S':£ PSF ~J.f'~' APPROVED SIJBJECT TO NOTED EXCEPTIONS & INSPECTIONS G FIELD CO~/T.Y BU!' 1 JC1 j). EPA.R-M~~NT D ATE -~, fq BY _';J.. FlFLD CC"?Y STAN DARD ABBREV IATI ONS ABV-ABOVE ADD'L --ADDmONAL ADJ -ADJUSTABLE ALT-ALTERNATE A.C .I . -AMERICAN CONCRETE INSTITUTE A.P.A.AMERICAN PLYWOOD ASSOC. A.B. -ANCHOR BOLT ARCH · ARCHITECT BM-BEAM B/W · BETWEEN BLKG -BLOCKING BLDG -BUILD ING CNTR -CENTER CL -CENTERLINE CLR-CLEAR COL -COLUMN CONN -CONNECll ON CONC · CONCRETE CM.U. -CONCRETE MASONRY UNIT CONST -CONSTRUCTION CONT -CONTINUOUS CONTR-CONTRACTOR CJ. -CONTROL JOINT EA-EACH EL -ELEVATION EMB -EMBED OR EMBEDMENT EQ-EQUAL (E) -EXJSTJNG EXP · EXPANSION EXT-EXTERIOR FIG -FOOTING FND -FOUNDATION GA-GAUGE/GAGE GALV -GALVANIZED GEN -GENERAL GL -GLUE-LAMINATED MEMBER HT-HEIGHT HOR JZ -HORIZONTAL !BC-INfN'L Bl/lLDlNG CODE IRC -INfN'L RESIDENTIAL CODE INT -INTERIOR ISO · ISOLATION IT-JOINT JST-JOIST K.S .I. -KIPS PER SQUARE INCH K-KING LL -LIVE LOAD LONG IT -LONGITUDINAL LVL -LAMJNATED VENEER LUMBER MFR -MANUFACTURER MAX -MAXIMUM MTL-METAL MISC -MISCELLANEOUS MIN -MIN IMUM N.T.S -NOTTO SCALE OPNG -OPENING 0 .C. -ON-CENTER OSB-ORIENTEDSTRAND BOARD P.A.F. -POWDER-ACTUATED FASTENER PEN -PENEfRATION PERP -PERPENDICULAR PL-PLATE PLWD -PLYWOOD R-RADIUS RE: -R EFER TO REINF -REINFORCING RQD -REQUIRED SE.R. -STRUCTURAL ENGINEER OP RECORD SHTG · SHEATHING SIM -SIMILAR SP-SPACE (ING) SPECS· SPECIFICATIONS STD -STANDARD STL-STEEL STRUCT-STRUCTURAL SYM -SYMMETRICAL T-TOP T.P. -TOP PLATE T&B -TOP AND BOTTOM T&G -TONGUE AND GROOVE TRANS -TRANSVERSE TYP -TYPICAL U.N.O. -UNLESS NOTED OTHERWISE VERT -VERTICAL V.I F. · VERIFY IN FIELD WT-WEIGHT WI -WITH WD-WOOD Rakowski-Millard STRU CTURAL DE SIGN, LLC 11 75 Coun ty Ro ad 154 , Su ite 103 Gl e nw o od Springs , CO 8 1601 Phone (970) 963-9643 ••'''-'!<~ ,$",'.~~\.US .i,:, •• u',-o (,.) :'lv :r-i, o ' .., . : '"' 4 742~: ~· ·w:-~g ~8,DNA~ ~~ .. Date Issue 09-23-16 PROGR ESS REVIEW 10-03-16 BUILD IN G PERMIT SET 11-11 -16 CDN STDDCU MENTSET 11-21-16 CON ST DO CUMENT C.O . #1 -co +-' --C. Cl) 0 0 "O I -.;:I" ro I.. LO 0 Q) ...-0 C "O t) --ro ::J 0 -a:: Cl) rr 0) >, C LlJ ....., I.. C a. ~ ~ Cl) 0 I... t) "O 0 0 LL I'-0 N ~ 0) C C) (') Q) C C) --I... co 0 a::: 1,-- --- --- --- --- --- --- --- --- I --- --- D Dale P.e vi s lon D.-Yn By: A .J .R.IS.E.M. Project Nu mber Ds g n By: S.E.M ./A.J R R.F. Equi ne Hosp ital O<d By: S.E .M. Dra 'Nin g Tl11e: General Notes & Specifications Sheet 1 of 5 S·1 A B 1 0 92•-0· CD 0 5 24'-0" 20'-0" 24'-0" 24'-0" ' 13'-8" 1'-0" 22'-0" '-0 18'-8" ' 1'-4" ALL EXTERIOR T. FTG PADS & STRIP FTGS = 97'-6" 11'-4" ,. 10'-6 1/4" 11'-7" 6 3/4" 1 ' 4 , • ' - ' 10'-4" BUILDER SHALL COORDINATE WALL (5~ (~ LOCATION STEPS WITH 5 6 5'-0" 5 6 5'-0" 3 6 S4 S4 4'-0" • ARCHITECT ~/ , ~A_S4/ ______ ~~:t:~ 1 ~;4 ~ ® --~~-f ~-=·-,• ~ 1 ~ '---------' 2'-6" '2'-6" ® ~ 2•.5•, 2•.5• ,_ ~ --~:o· 2·-0·~ 2'-0" 2'-0" T.FTG=97'-6" ; -t7 9' ~1/ ' ~ ~ ~-~ '-! I \__S4/ ~ :r T.LEDGE=99·4 ·-+-........ _;----,-1--i-1-,---~--'I,· -ol,, "--o/ i ~ -T.WALL=100'-0" ~ ~ -----F_:-~-.----1 ® ~y i ~ 0-<--~"'---!:"--,-J._,-::_ -; T FTG=97'-6" -----'l,---~---=-=-=-±;-8t=r'---=t1'.:.__/~=-=1t--~-=~t==t-==-=t=~-:::j:==-=;:~jr=t==f==t=-=1--;::::.:-ti1-+-f+---t=f-====t=---===-==--l1=-=~~i-=v~=+====t-~t=,~~~1-+--+~--+,=!;-=+~F-~-=1=-=~-=t==F~.===-==~-:::j:={-=t-=il---++'--j---l:;===-~-==._:;-~-~~=t=--=-==~-=~i==~i-'=~i-=;~l~~--l-t!~---+· -@11 IJI I I r--~'.7 9\...--71 771 ·✓-P(--...-1 ' -. ---+-·! ! : : I ---sf-4+-~--'l<--'l~-+-----+___:c-1--"ll I r:a_ _,., I I ,E :Ip: I • ' : Gl:l I 0 " ~ -~ _9 -'«--+---l-1--I 1---.::1-----·---------"~7 " •c::=1;:·-;-__ ,1,... i_ t<--·-·--L__ r--·------=1.--1--·-1-------1 --. L.::::8,_ I (f'J A Lr --1-J C'I ~ I , 4 o ~ _?-> 0, -,1 1 11 1 : ~1'-4 "11T' -2·--0· ~ I ,,/1 ~' "'-'k-~"',._ __ L_j --:-___ J T. CMUWALL= 110·-0·-I14•_.I i'-8" ! ~) ~ L ;,-'.:'.'.._ ~ ''-'"llh,_' ,:, ~ ;~ J ~1~: ig~~~~ ;;,----~"' ..... , -~' I --L ~1-.::'-_J ~;~-~~ WALL= .,.__~.,_ __ L /+ 1-f--11.J I I -~ I 6" ~ s1~~#;--,--/ 6" ' 1 1·-10 114· -T. CMU WALL = 114•.o· -LJ--. I ' 5• ~-T. WALL= 1 oo·-o· /-,,.:,2,__·-o-'--!!-;c-,---i';..:1_•-4.:..• ~ 1'-10.JI 1 \ I I r. -~~ I I IN FTG I /1 •-101/4" I [ 1 1 +-,1<-=-"-/ \ I 1·-0· ,a· cMu WALL I , I "-1 2•-4 114• , "-1·-10· --"---1~ !,. i : i i , ' ,~"'~"':J I ~ / , ~ ! ! ' t / / wwi i 6 , " S t ,// ! ! 1 ~ I I I I I , 1 1 '-'-~ , , I 1 , ~ ~ / I ~ I , I I $ Ti~~~ I ~ I ! / "' I I (9\SIM II ii ~ l+-+-....... !-1 '-4_" \SJ I 14"TYP /-1·' I I I \S/-1 I --==..:..:.==-~ ~ I \SJ 'r( 12·-0· I ~ I ' I I ' ' I 1 1 / ; ¾~-~~WALL= ' ~ ' : I -J /~ < ! i ' I 2'-10" -J /' f-I , -1-~L ~-_~.,------t--,1-~-,,t_o II , I ;;.cit~A~L~~::.'.!;4~ II ' I l,,L_·~~---~--:-=----_---f~-+-~=·= ... ---7:,MT.CMUWALL=114'-0" I i ' // ". T.CMUWALL=110'-0"---tl-+•-I 'c ''-'le-----:':'~! f+---. 'I.--I I ~~:~~~~~G~~~~ I I L---j-----~--------{ 11 I I ~ I I f5' / "'T.WALL=100'-0"---, 1 H-+. I _J ~"''I<--=~... I , I I B LINTEL= 10 7'-4" ~ /8"\ I • I B. LINTEL= SEE ARCH 1' ~ I : I ~ / 1' I I I II '~ w I I ; ' 2'-0" . '{V ' I I I I ' \ I -H!'--...... I I ® I I 1 2'-10" I / \ I ' ~-l 70 g; M ,:, -. 5' "' - 1 I 1 1 • 1 1 i I I • i; ~ , : "' ,1 . I ·r / T CMUWALL= "", 1 1 fC-' 1 --~+.-~-- 1 ~ I / , I · ~10·-0• "" ~ ~ ~ I I I , I I I l/r__ _______ ~ ----•-______ ..J ,,, l/ /,---------==--~----·-'"" ~ I ~ !1i I ; I I I -·-1---------h-----1c-1---------'-} "\ ll ~I« , I r:· -t· :---~ ~ -: ! ~a,~ ---,.:. C/ b N I I I I I 1'-0 "x6"TIE ~ ;;; /~ T------~-~<----~--------T-----n ---~.---C---~rx ! I I I ' I I ' ' !!! I I ,.:. /8\ I B LINT! L = 107'-4" ,.:. /8\ . 7 I I I @ I I I I / I I '{V /9 \ ·: . \, ~ I I I I l ? ~/ I ' I I \ I : ' / SIM\SJ I \I I II ~ I I I ), I I \ •I ~ / V ----1:I· · ,~ : •=••w~ I ' I I I ~ ',.,.~,· "' i , i ',,e,wa· ~~ ~= 99 •-4• )< / ! I r m I 8 • I LL ~ 2·-0· I I ' ){ I I ' 1 \ f I ,s4,r c_,c' ; I 1 SI~ I ~ ~ I : I I I V IL : 16" 12'\ ! ' ! A \ ----------I '/ ~ I I 1'-0"x6'TIE / \ ' I 1'-0"x6'TIE T.LEQ.GE=99'-4"-'H-e I I I ,,,,, ~J --.------'-II :",~1 / ~1------I I I I "-I : a-... J 5"CONCSLABW/#4@ BUILDERSHALL _, · I I 1 / I I / ~i i ~ / ~;~~:tJE~vi;0E~F \ I LoccoA~~~NtJiP~~1~H '\ I I ~ ~ I I I ' I 2'-0" I ' ~ I _I ,, I SEE GENERAU <OTES . I ' I ARCHITECT -1. I \SJ I .., I I I k V ' / \ ', ', / ',_ -~ I cc -'I.---I ..J~ ~ A\. I / II I "' ~ /I I \ I I ' I .. I I • I I / I I / \ I I "" T. WALL= 100'-0" ! I i I ---I I ~ 1, / L I '1'-6" '-• I I \' : i : / /12\ - • :r <O - . C/ b N I ~ I , I · //.. i i / \!~J / ~ / i>~J ~ .,.._--!1-1- 1 I /4V J'\ I II ----__ _j I ): / : I b =-2'-4::...1e:::f4...,_" _i'-1 1 ..,.1)1 / /D/ i 1160 ----'I,, 5' 1'-10"! ~WY I ' '16. t l I -------~-I---------'l.c : 2'-41/4" I '/' '\ "" I 1'-10" ~ @ 1'-4" /, 2 '-0" ~ I I 1711____ --7 I /,/ ~ 6" I 1'101/4" ~ ~ i,~~g~~~~ " 1'-101/4" /1/ 6" "-, / ~ 2'-0" I 1'-4" ~ . '1' -- C 5' 0 "' E ~ ~ I ------------\ IJ' \ /1'4V11\ ->1.------'-----r-t-L; ---, ~ I ' I ~ r----,~---, '-..S4~ rr ~-~,----, "" // ~ -,_:' l ~ ~ o<O, \)!,/ rl ·• 1l~1---~I ':>, I I 'S4 A S4 / 0 ;.,_ I I I II 'S4A~,/ . I / ~ ® I ' I • I O 'o "o 'o /r ' I II® ' / ' ~ r--~ -"7 o_', / r io ...,,,.,, ---=' ,;, ;;, 1 ' . . 1 " T. WALL= 100·-0·77 j •• ic I ', ~. 0 •I ,-;:.h l :~, ,:, ,;, ,;, 1i> I/ 1 ,.;;;-i_ • • !.... ' , ~ / ~ ~ -1' · ~:i" I@ "' @ I : I-N -i • ::1.-~ I----! · -~ ---. I · · r ~ -1-'-'---,--· -_":,_ -·-; ), • ·I ~tj IU:r;:.:· -=:J='"::::::-jt::-;:t-=::'t~=--=1=-=~=-===·:.:j:-._:-==·=t-'=:l==!:=·-=i..J-~ 1 , • ---• -~ -L--11: 1 ~\ 11 0 --~--'lc I ,---::'.:..L ;,;1 l<I ·"' ' ,, 1<1 1 . ~ I l<I. in f IM ' il<I."' i ' I ~.I 0 T. F G --97'-8" I /,',-J : /, -~• I-•-I,--1 • :... i 1'-0" ,_hi,_ 1-j ·--" --j 1--,-----,_ __ ._ •--j I-~ -~r• •-f--•-• L--'-7 13 • -'L--->1.-f -+~-++-'-.... _,_:_?-_ J -'+"-1/-/_a-~--'I· ~-.... T. WALL= 98'-4" /11\ ~ z 1 ~T. WALL = 98'-4" -" j,,-"'_T WALL= 98~\)1 ""/11\ I ---LJ ~ ~ TWALL = 1ao·-o· ~ z : 1 3' 1 S4 • _-i-T. FTG = 9 7'-6 5'-0" .- 1·-4· ,"'\· 10'-61/4· ,, ·~ 11 •.7 • 6 314• 9•-s 314• ----~ 114· l ~) ~ .. /I_\ Q . ' 24'-0 " ' __ J _=:---24=-.=o-====~~~c=------- 11 \ 24'-0" .. ) /.v1- 0 '\ 2 @1--- 1 ~-~-.~n_d_a_t_io_n_P_l_a_n ______ _ PLAN NOTES: 1. ALL DIMENSIONS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL DRAWINGS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER. 2. REFER TO SOILS REPORT BY HEPWORTH-PAWLAK GEOTECHNICAL, INC . PROJECT NUMBER 11 6128A, DATED MAY 5, 2016 , FOR SOIL CONDITIONS AND RECOMMENDATIONS. CONSULT WITH SOILS ENGINEER FOR BACKFILL AND COMPACTION REQUIREMENTS AS REQUIRED. 3. ALL CONDITIONS MUST BE VERIFIED BY THE BUILDER PRIOR TO COM MENCEMENT OF CONSTRUCTION AND COORDINATED WITH ENGINEER. 4. COORDINATE WITH ELECTRICIAN ON UFER GROUND INSTALLATION . 5. SEE 5•1 FOR STRUCTURAL GENERAL NOTES AND SPECIFICATIONS . 6 THE BUILDER SHALL PROVIDE UNIFORM BEARING AT THE STEEL BASE PLATE TO CONCRETE PIER INTERFACE . 92'-0" 3 Footing Pad Schedule Mark 0 ® Size 4'-0" X 4'-0" 5'-0,. X 5'-0" Thick. Reinforcing 12" #5@10" O.C. E.W. 14" #5@10" O.C. EW. ALL EXTERIOR T. FTG PADS & STRIP FTGS = 97'-6' ,J l I I L I/ lo , \ 4 DESIGN IS BASED ON PLANS PREPARED BY RHINO STEEL BUILDING SYSTEMS DATED 09-13-16 ...._~r---c:;___...=============.....:a,,,-- 'l,.-FG:-~MOVE CLAY SOILS TO GRAVELS AT FOOTINGS, ) ( EXTERIOR PERIMETER GRADE BMS AND THICKENED FOOTINGS, REPLACE W/ COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEER BASE PLATE CALL-OUTS AS SHOWN AT PIER LOCATIONS ON THESE PLANS MUST BE COORDINATED WITH RHINO STEEL BUILDING DRAWINGS. NOTIFY ENGINEER OF DJSCRIPANCIES 2·-0· 4•--0• I 20'-0" 5 Ip --/llV3\ """) / ~ "-"',, I -i-___ _ {/ -,-tv Gt#,£ (") POLYURETHANE SPRAY FOAM INSULATION NCFI 11-016 OR E.O.R. APPROVED EQUIVALENT. BUILDER SHALL SUBMIT SPRAY IN INSULATION TECHNICAL DATA SHEET TO E.O.R PRIOR TO INSTALLING Rakowski-Millard STRUCTURAL DESIGN, LLC 1175 County Road 154, Suite 103 Glenwood Springs, CO 81601 Phone(970)963-9643 ~t,.00 L1c --------/~ ,,.. '1,LLIS 4t ', ~ ~ -~<.c; ... "i'..\ 0 ' '!i , .,, ' ?L.474~~ :0 ~~t~' <"s ----· c:}°" ~IONAL ~~ Date Issue ----- 09-23-16 PROGRESS REVIEW --- 10-03-16 BUILDING PERMIT SET 11-11-16 CONST DOCUMENT SET 11-21-16 CONST DOCUMENT C.O. #1 -ro +.J ·-c.. en 0 0 I -,:::t "O LO ro Q) T"" L.. 0 "O -C 0 ·-ro (.) ::J 0 et: - C"' >->--w -C: C: ::, ~ :::J 0 0 () L. (.) "O 0 t---- LL Q) N 't: 0) C) ('i') ro C) C ·-L. ro 0 0::: -- -- 1, -- ---- -- -- -- -- -- ---- -- 6 Date Revision Own By: A.J.R.IS.E.M. Project Number Dsgn By: S.E.M.IA.J.R. R.F. Equine Ho~ital Ckd By : S.E.M . Drawing Title: 1, Foundation Plan I , Sheet 2 of 5 S•2 0J q) ' I I 'W \j ADA BATHROOM ·> ~; 1-'::~•---'-11'-7c:./8::.."...:.T::..:Jl.:../2::..1cc0 _ __,.,__ __ ::J ;: @ 16" O .C. G) OFFICE . -,,\f-~~\1---------------------j;,;'.j \ ~-<· I ' G) / ,__ I ~.,: 11 7/8" TJI/ 210 A -C::'--------"c,;@""1'-c67'" o"-_'=cc.:._ ;:_---,:aoi-r--...------------:,~~H_, , ~ /~~ ·-- ( : KITCHENETTE ®---"'"" t -'- - ! U) ' "' 1-z 8 3 RECEPTION ,, LAUNDRY/ STORAGE ,; ---\ . ' [.,', j / 6\ T.SUBFLR '-r 109'-0 5/8" LAB I I __ -- PRE-SURGICAL ROOM L cp . --. --, . ,-i ' r _,,/ ' ' ' ' ' ' ' ' ' • • ' ' ' LTP5 CLIP ,' ' ' . -. . . . . ------------------ ' ' ' ' 0 i l::1 .. ~ ·. .. ,-=='I•• .. l·w ' ,.,.LJt:::'ii_cl--"'-t-/ -------------'j'---------i-: -/~~~cl-,+--;-: +-------------------tzj ' . X >X ~ T. SUBFL~_ y( ,' i\> t / ·-.. ::; ~ .... ~ '--I" 114'-41/4"/ ... __ @ ::; .-' :;.. r ~ ~';:::'t / >:r . ~~ / ,..m / ® ~l) _r ' = r ' 11 ----l====e .~! ,J/1 > I _,,,_,,. J -~ ,:,. ~ 14 "LVL ~' T. SUBFLR 115'-41/4" 14" TJI/ 210 @ 16" o.c . SURGICAL ROOM @ C ' l1 ' (1\ ~. '{V er: J ::j "' -' / POST-SURGICAL ROOM ./i'\ SIM ~§) ----!-~=~: ---------© -~ I' -- ~ t 3 (::'------'-11'.,7,:'/8';;";;;TJ°'l';/2c-'1c:,O_~l------;7"""•::::-.;",H•••:I-+-, ------------.._--------------1.-----,/--IL---------,,------------------,,----------1'---+,-- ~ G) @16"0.C. ( ! ' ~~--D ' ----"'- G)-~ \ [= I I, -~1-\----'1.:..1 7;,:.18:c."c'T,::Jl.:.,i ::.21:,::0 ___ ::J @ 16" o.c. G) ~ ----<y z <( a. "' ' "' I-z 0 u J OFFICE > J ----~ ®------,._ 7 ---'-' N i, _) "'\___ z ' ,----.,,,. ---------- PHARMACY ( ,, f ' ,, . l: , 1,:, l}H.,---------.-/--,'_; :-; ' ::.,, ~ T SUBFLR -,;:,; 110'-11311/" • I , : ' · -9 /2" TJI / 210 ✓•:Hl",::,_--"-;!:;::-;;;-:,,.,,"'--,L---.,_"7H OPEN SHOP AREA t I•• @ s~ O.C , -.----------------------,Jt--(7 ,., , 0--- <y ---- 6 , T. SUBFLR '-f' 109'-0 5/8" OFFICE \ ~ , a, ~ N ' N ~- 1'• )- 1~; f'.--.~ ~'l!TI ISOLATION IL STALL \. : (i) 117/8"TJl/210 "· \_;. C::-----'-'@@l'1iiis"'i• o5".ic~. ::._ __ ,,1t--i-11 _______ 7j '~,_~:=:E:._:;;::::::::13~-~2~x,gB=:::;;;lCt::::::jLl m 1 I/~ " _/ PLAN NOTES: I I I / I -: ' ' _· : J • • I 2 ~~v ISOLATION WASH DOWN Upper Level Floor Framing Plan 1/4" = 1'-0" 1. ALL MULTI-PLY LVL'S AND DIMENSIONAL LUMBER ARE TO BE JOINED WI 3-16D NAILS@ 12" 0.C. U.N .0 . 2. FLOOR DESIGN AT THE UPPER LEVEL IS BASED ON STANDARD UNIFORM LOADING , NO CONCRETE TOPPING WAS ACCOUNTED FOR. J 3. SOME MATERIALS AS SPECIFIED ON THESE PLANS MAY REQUIRE "SPECIAL ORDER". IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY THESE ITEMS AND TAKE APPROPRIATE ACTIONS. 4. FASTEN LVL LEDGER TO CMU WALL WITH 2 -1/4"0 TITEN SCREWS@ 16" O.C. MIN EMBED = 1 1/2": MIN EDGE DIST= 3": MIN END DIST= 3". MOISTURE PROTECT LVL IN CONTACT WITH CONCRETE AS REQUIRED. 5. SEE S•1 FOR STRUCTURAL GENERAL NOTES AND SPECIFICATIONS. HORSE STALL /-- I I I 3 HANGERS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS MK FRAMING MEMBER G) 11 718" T Jl/210 @ 14"LVL @ 14" LVL RIM COLUMN SCHEDULE MARK SIZE NONE 2 -2 x 6 D.F. #2 (3) 2 -2 x 4 D .F. #2 <y 3 -2 x 4 D .F. #2 JOIST/ BEAM HANGER TABLE FACE MOUNT - HUCQ1 .81/11-SDS - TOP FLANGE SLOPED/SKEWED ITS2.06/11 .88 - -- -- LEGEND: -c] HANGING CONDITION ~ BEARING CONDITION 0 COLUMN BELOW HORSE STALL 4 COMMENTS - - LTPS CLIP ---- ---- ----/e;-; T. SUBFLR SEE PLAN HORSE STALL 2 x 8 TREATED SILL PL 1/2"0 AB.@ 48" 0 ~ T.WALL SEE PLAN CMU WALL RE: 5/S5 FOR REINF ~ 5 WI \ .C. I\, • I ._ --------® -----0 ;-FLR SHTG SEE GEN NOTES ' .. FLR JST -SEE PLAN FOR SIZE&SP I ' I BOND BEAM WITH 2-#5 CONT , RBARS PROVIDE 2 CORNE -;-~~-.~-/- 0 ~_o_is_t~@::;_C_M_U_W_a_l_l ______ ~l11 Rakowski-Millard STRUCTURAL DESIGN, LLC 1175 County Road 154, Suite 103 Glenwood Springs, CO 81601 Phone (970) 963-9643 "'":~~-_L}Pl",:, <$'<::, __ <-LLIS ,i:•,o'~ <,,'~ 'fi;"' ' .,. ' ' "' ' _)!;.,474nn ~ 7ct -~ "'; {4 __ . f:$'~ SiONAL ~" Date Issue 09-23-16 PROGRESS REVIEW 10-03-16 BUILDING PERMIT SET 11-11-16 CONST DOCUMENT SET 11-21-16 CONST DOCUMENT C.O. #1 .. -ro +-' ·-c.. CJ) 0 0 I """' "'O LC) ro Q) ..... .... 0 C "'O 0 ·-ctl (.) :::J 0 0:: - C'" >->-... UJ ... C C :::J .::£ ::s 0 0 (.) 5-(.) "'O 0 r-.... Q) LL N 't: 0) O> C'? ro (9 C ·-5-ro 0 0:: -- -- -- - -- -- -- -- -- ---- -- 6 Date Revision Dwn By: A.J.R./S.E.M. Project Number Dsgn By: S.E.M./A.J.R. RF. Eguine Hospital Ckd By: S.E.M. Drawing Title; Upper Level Floor Framing Plan Sheet 3 of 5 S•3 q k__ 1'-0" HORIZ REINF CONT --., THRU PIER & PADS , IL "' j'.: ;o "' -~ " #3 TIES (2) AT TOP OF PIER <D AND 10" O.C. FULL HT OF PIER (4)#5 BARS VERT 8" 4" Typical Pilaster @ Wood Column 11/2"= 1'-0" HORIZ REINF CONT THRU PIER & PADS ~ #3 TIES (2) AT TOP OF PIER AND 10" O.C. FULL HT OF PIER (4) #5 BARS VERT __/ ~ -) ) / / --~-... 1'-0" IL . r: £,! -"' -~ (.l ~, ' 0 9 ... 0 A 8" 4" -- Typical Pier w/ Baseplate A 1 1/2" = 1'-0" NT HOR1Z REINF CO THRU PIER & PA DS --- ~ -- ,' '--------- 1'-10" 0 0 -, 1 I 2 I IL "' j'.: ;o "' -d 14 -#3 HOOPS RE: 6!S4 0 0 B <D _, • -/ / '-(12) -#5 BARS VERT ~ =ii ,---- ~;~~=f.~~~;~_!.~.P_ie_r_w_/_B_a_s_e~pl_a_te_B _____ ----1131 EINF --------._ GRBM HORIZR CONT THRU PIER & P ADS (9) #5 BARS VER T ~ ~ '• --- ... ,/ ___ 1'-11 " "' ----- 0 0 C 0 0 - ~ --- \_ #3 HOOPS RE : 6/S4 . ~;~~=f.~~~;~!.~.P_1e_r_w_/_B_a_s_e_pl_a_te_C ______ l4l HOR THR ·- -' ... lZ REINF CONT --, UPIER& PADS \ I I • " - C 0 0 I \ '., 2'-4 1/4" . ' . £:! "' ~ -" - 0 0 0 1 1/2" CLR TYP 0 0 0 D #3 HOOPS RE: 6/S4 • • • . . '-. (20) -#5 BARS VERT ~;~ri=f.-~=;=! .. -P_ie_r_W_/_C_&_D_B_as_e~p_la_t_e_s ___ -115 1 ~ T. WALL ~ T. PIER SEE PLAN ~ T. FTG -T. PAD SEE PLAN ~ BOT. STRIP FTG ~ PS@TOP& 2-#3HOO @1 O" O .C . BELOW T. PIER ::: T. SLA SEE PLAN B -II, -- r ' ' -~ 1----- - I -- ~OWELS - 1'-0" T. FTG SEE PLAN /\ I" -- 8" 1 -- ET. f / 3/4"0 ANCHOR BOLTS 3" PROJECTION ABOV PIER SEE RHINO STEEL BUILDING SYSTEMS PL.ANS FOR LAYOUT , 15" MIN EMB EXP JOINT MATERIAL SEE GEN NOTES /1 / T HICKENED SLAB PLAN SEE E CONT BOND BREAK \ (FELT, BITUMEN, ETC) 'l ~ T T. Tl SE EPLAN .._ ~ TIE STAPLES & HOOKED BARS RE : 7/S4 ' "' 1'--0" @ 4'-0" X 4'-Q " ~ " 1'-2"@ 5'-0" X 5'-0" '" . #5@ 10" 0.C. EA WAY SEE PLAN l ' -~-;-.~-!~-:_I_T_ie_@_P_ie_r _________ ~l 6 1 ' ORIENT THE STAPLES AS SHOWN ONE ABOVE THE OTHER THIS VIEW IS THE TOP OF BOTH STAPLES. -7'...f," LAP SPLICE LENGTH #5 BAR= 36 " MIN ~n·, ., I_ -11 '-6" 0 -14'-0" ~n -5'-0" -9'-O" ~11 I CENTER BARS W/STD HOOKS I ~~~;a~.Y~ 1 ~~;~.~-&_C_e_n_te_r_B_a_r_s......;a@=-P_i_er_s ____ ----1l?I I -. - "' "' ~ u l~ ' ANCHOR BOLTS 3" PROJECTION ABV T. PIER 9" MIN EMB INTO PIER U.N.O. l ' "-.__2 -#3 TIES @ TOP ' ' ' ' . 1 1 /2" to 2 l /2 " CLR TYP UN i5T ~ -. . • . SEE PLAN FOR SIZE & REINF ~ BOND BEAM @4'-0" O.C. MAX WITH 2 -#5 CONT. PROVIDE 2 CORNER BARS 36" 2 4•1 FACE OF STEEL GIRT FRAMING ~;~J~.~=!~~;~,I_P_ie_r_&_F_o_o_ti_n~g_P_a_d ______ ~IBI J~ #5DWLS@24"0 6 " .c.- 36 BAR 0 LAP ALT HOOK DIRECTION \ ASSHOWN \ I , \ j I --,. -I I , , NOTE, 1. CORNER BAR SIZE TOMATC HPRIMARY HORIZ REINF ____, -- ---- 36BAR0LAP , j IL ' :5 ., !,i; ID «, "' - $ T. FND a T. SLAB SEE Pl.AN 1-4 _ #5 HORIZ@ 16" 0. c.- J; #5 OWLS@ 18" 0 6" J-., T. FTG \.f SEE PL.AN 3-#5 4" C . t "' w ii: 11 /2", 9" , 1 112· ~ ::; I • • "' • . N 6-#5 CONCRETE TIE @ GRIDS 2,3,&4 I ~'11 ~vr0l. ~ ~~ -,:;.~ -,:; u ~ • ,\ ,o~ ~ k - ~ •• .. \\ / ·, --• • SEE PLAN ~ ' :-:-e " ' C.Q/ ,...,'- CENTER 8 " CMLI WALL z " ~ N EXP JT MATERIAL S EE GENERAL NOTES / / SEE GENERAL FOR SLAB &R , NOTES EINF I . . J 11 I I I I I I I I I l I I 11 I I 1111 11 ,,· c._.,_•.,, ,,· a,,· s> ,,· .o.~·,., .,· .o.,: ~-,,,.· .o.,,_· D-I ·,, ·,, ·,, .,, • .., ,, • .., ·" • ., , ., :1:i; 11i1 ";i/~i\/;; ,;;1i1(;·· 1111 1111 2"RIGIDINS (SPRAY IN P l "' ~ " • ;., ULATION LACE ) Typical Corner & Intersection Reinforcing 3/4" = 1 '-0" 9 -~=4?-=u_1~0--~-at_io_n_W_a_ll_@_E_x_t_. C_M_U_W_a_ll ___ l 1 al T.WALL SEE PLAN T. FTG SEE PLAN GRID J; 6 " #5 OWLS@ 18" O.C. ~ I 1 11 ' #5@ 16" O.C. HORIZ CONT -i------i SEE PLAN CENTER REMOVE CLAY SOILS TO GRAVELS AND REPLACE W/ STRUCTURAL COMPACTED FILL PER GEOTECHNICAL ENGINEER 3" CLR. 2 -#5 LONGIT CONT ---/-.a,=,.,e""'-,,-c.w _-1--------->k- . 0 - l ,, SEE PLAN , , -3-/4-" =-1-'-0-.. -----------------11 11 1 {o;o J-., T. WALL 'r SEE PLAN . ------. ~ ' I I -....._ 2 -#5 CONT TOP -J; I - ' I CENTER 1---- 0. ' w 6 ' #5 OWLS@ 18" O.C. C 1--#5@ 16" O.C, HORIZ CONT "' 0 0: ~ :. SEE :::, PLAN :. REMOVE CLAY SOILS TO GRAVELS ANO D z REPLACE WI STRUCTURAL COMPACTE " FIL L PER GEOTECHNICAL ENGINEER ~' T. FTG 'r SEE PLAN .-------3" CLR. b 2 -#5 LONGIT CONT -- >,--J SEE PLAN , , -3-/4-" =-1-'-0-.. -----------------11 121 GRID A) ~T~.W~A~LL~===:::]f:f '-r ;EEPLAN , J; 2 -#5 CONT TOP 11 CENTER 6" #5 OWLS@ 18" O.C. -+li--..J ? #5@ 8" O.C. HORIZ CONT -+-...i T.FTG SEE PLAN SEE PLAN REMOVE CLAY SOILS TO GRAVELS AND REPLACE WI STRUCTURAL COMPACTED FILL PER GEOTECHNICAL ENGINEER 2 -#5 LONGIT CONT ---!---w-=,.,e-.._,,_,._. 1----- f 3"CLR ~r SEE PLAN -3-/4-" =-1-'-0-" ---------------1 131 $ T.SLAB SEE PLAN #5 CONT@ NOSE ~ T.WALL SEE PLAN FOR FTG , WALL & REINF SEE DETAIL 11/S4, 121S4 $ T.FTG SEE PLAN 1 112" CLR GRID l ► ,,• • ,."" :• • :•o ,,; • ,;~ :• • • ., •v •v • .., •v •v •v • .,',\,•c>,,•t,.,,·.~,:~·nri" ·t 1· 1111 = 1111 111 1 SEE GEN NOTES FOR SLAB & REINF -,h+ 1111 ' 111 •-..::...___--......___ 30" -----------#4 DOWELS r-::-- SEE @ 18" O .C . 1 18" PLAN -;- 4 ~-~e_ 1 .~-!?-r_F_n_d_W_a_ll/_S_l_a_b--a@=--O-'p_e_n_in-'g"'-s ___ l 141 RakQ:WSki-Millard STRUCTIJRAL DESIGN, LLC 1175 County Road 154, Suite 103 Glenwood Springs, CO 81601 Phone (970) 963-9643 <1-l>-:~~-_L!c~ ,,,S>_,, £.lUS _,;,-,~<" (.,J .'¼~ :Y~-0 ' "' . ' "' . ,...__A"7.4. :,.J ~ .~i ¼-'~ f--£] __ -~ ONAl t'il Date Issue 09-23-16 PROGRESS REVIEW 10-03-16 BUILDING PERMIT SET 11-11-16 CONST DOCUMENT SET 11-21-16 CONST DOCUMENT C.O. #1 -(tl ..... ·-a. en 0 0 I ~ "'O LO co (]) T"" L. 0 C "'O 0 ·-co 0 ::J 0 0::: . O"' >, >, ...... w ...... C C ::, .:::t:. ::, 0 0 0 I,... 0 0 "'O r--. Q) u.. N 't: O> 0) C"') co C, C ·-I,... ro 0 0:: -- --- -- --- -- -- ----- -- -- -- -- 6 Date Revision Own By: A.J.R./S.E.M. Project Number Dsgn By: S .E .M./A.J.R. RF. Equine Hospital Ckd By: S.E.M. -- Drawing Title· Sections and Details Sheet 4 of 5 S•4 l T. SUBFLR SEE PLAN 2x WALL STUDS -, GRID 2x BLKG BTWN _/ WALL STUDS FASTEN STUD WALL TO GIRTS W/ TEK SCREWS @24'0.C CONT TREATED PL W/ 1 -P.A.F .@ 24" O.C. $ T. SLAB ~ T. WALL SEE PLAN -FASTEN STUD WALL TO GIRTS W/ TEK SCREWS @24" o.c. BM SEE PLAN FLR SHTG SEE GEN NOTES FL R JST -SEE PLAN FOR SIZE& SP 112"0 THRU BOLTS @ 24" O .C . STAGGERED TOP & BOT 3" EDGE DISTANCE ~ FIT OR CUT FRAMING AROUND TO AVOID GIRT FLANGESTYP COL SEE PLAN FOR SIZE / EXP JOINT MATERIAL / 1 S~E GEN NOTE:LAB & REINF: SEE PLAN ~ & GENERAL NOTES "' (") POLYURETHANE SPRAY FOAM INSULATION NCFI 11-016 OR E.O.R. APPROVED EQUIVALENT. BUILDER SHALL SUBMIT SPRAY IN INSULATION TECHNICAL DATA SHEET TO E .O.R. PRIOR TO INSTALLING RE: 12/S4 FOR FND REINF & ADD'L INFORMATION Wood Framed Wall @ Foundation Wall 1 3/4" = 1'-0" T. SLAB SEE PLAN CONT TREATED PL W/ 1 -P.A.F.@ 24" O.C. SLAB & REINF: SEE PLAN & GENERAL NOTES 3-#5 CONT-",;:--------+-,tc----_... REMOVE CLAY SOILS TO GRAVELS AND REPLACE W/ STRUCTURAL COMPACTED FILL PER GEOTECHNICAL ENGINEER QC ..J u ;., 2•-0• MIN ~~= 4 ~-~~ 1 ~=~_i_th_ic_S_la_b_F_o_o_t_in~g_A_t_S_t_u_d_W_a_l_l_---1l21 2x WALL STUDS SEE ------------ GEN NOTES "' SLAB & REINF: SEE PLAN & GENERAL NOTES T. SLAB SEE PLAN "' I .,__ ______ ~ REMOVE CLAY SOILS TO GRAVELS AND REPLACE W / STRUCTURAL COMPACTED FILL PER GEOTECHN ICAL ENGINEER • • e ' + • • CONT TREATED PL WI 1 -P.A.F .@ 24" O .C. -CONT BOND BREAK (FELT, B ITUMEN, ETC) T. TIE SEE PLAN 6 -#5 TIES RE: 6/54 -~- 4 ~-~- 1 ~-~_i_th_ic_S_la_b_F_o_o_ti_ng~/_P_a_d_A_t_S_t_u_d_W_a_l_l~l3I T. SUBFLR SEE PLAN 2 x 8 TREATED SILL PL W/ 1/2"0 AB . @ 48" O.C. & WITHIN 8" OF END OF WALL r-1. T. WALceL~_ ~ SEE PLAN \ _/ 2-#SCONT@TOP - 2 -#5 CONT@ BOT -------------·, ~ B .WALL SEE PLAN • 1., .. _ _j. ~ - ' ; FLR SHTG SEE GEN NOTES ' - ' FLR JST -SEE PLAN I FOR SIZE & SP -',- I '°"--BOND BEAM WITH 2 -#SCONT, ER BARS PROVIDE 2 CORN #3 STIRRUP@ 6" O.C . WI 135° M IN HOOK@EAEND CMU WALL BEYOND -~-w-:-~?-_;-.. ~..:.,_L_i_nt_e_l~@~D_o_o_r_O--=--pe_n_i_n=g---~141 - 36" 24' !BOND BEAM@ 4'-0" O.C. MAX ~ #5@ 24" O.C. INF GROUTED CELLS WITH 2 -#5 CONT, PROVIDE ", LILLY 2 CORNER BARS ~ •• ~ J ' --' 8"CMU WALL J #5 OWLS @ 24" O .C. ~ ALT HOOK DIR z ::il 8 " EXP JOINT MATERIAL SEE GEN NOTES ~ T.SLAB '--/" SEE PLAN I -"' I ;., I ' 0 -3 -#5 CONT 6 -#5 TIES RE: 6/S4 _/ I_ REMOVE CLAY SOILS TO GRAVELS AND REPLACE W / STRUCTURAL COMPACTED FILL PER GEOTECHNICAL ENGINEER , • • • • - •I •1 , ... . C/ ,., -. -- SEE PLAN INF: SEE PLAN RAL NOTES ;-SLAB&RE &GENE • I I / I l QC ..J u ;., ' -:-i-~-~-~g.:;._a_n_d_S_la_b_A_t_C_M_U_W_a_ll ____ ---41s1 GRID ,-SLAB & REINF : SEE PLAN T. SLAB i SEE PLAN "' ;., I &, i / & GENERAL NOTE; , ,) I = r =I I -----------/' ' I T. TIE ~ SEE PLAN 6 -#5 TIES RE : 6/S4 _j -:-:-.~-;-_~-~_te_T_ie_@-=-G_ri_d_s_3_a_n_d_4 ____ ~16I T. SLAB S EE PLAN SLAB & REINF : SEE PLAN & GENERAL NOTES ;., 'I,-------~---~--------( 6 -#5 TIES RE: 6 /S4 REMOVE CLAY SOILS TO GRAVELS AND REPLACE W/ STRUCTURAL COMPACTED FILL PER GEOTECHN ICAL ENGINEER • • •I • • •1 SEE PLAN QC ..J u ;., WHERE FTG MEETS VERT EXT WAL L OR PIER EXTEND (3 ) HORIZ FTG REINF IN TO WALL MIN EMBED 6" FASTEN W/ SET EPOXY -:-~--~-~--~~-g~a_n_d_S_la_b __________ ~l71 EXP JOINT MATERIAL \ SEE GEN NOTES ~ T.SLAB . ,_, SEE PLAN "' I I -- ;., I " 0 -3 -#5 CONT \ ,,, \/ . - --/ /4.LAN 8" CMU WALL RE : 5/ S5 FOR REINF / SLAB&R &GENE EINF : SEE PLAN RAL NOTES . -I I 7 --- QC ..J u ' "' R EMOVE CLAY SOI LS TO GRAVELS AND REPLACE W/ STRUCTURAL COMPACTED FILL PER GEOTECHNICAL ENGINEER \/. WHERE FTG MEETS VERT EXT WALL OR PIER EXTEND (3) HORIZ FTG REINF INTO WALL MIN EMBED 6" FASTEN W/ SET EPOXY -;,-i-~-~~~~~~a_nd_S_la_b_A_t_C_M_U_W_a_ll ____ ~IBI EDGE OF PIER ---1 -?, 'O , r EDGE OF BLDG EXTERIOR SLAB PROVIDE 1 -#5 x 4'-0" CENTERED IN SLAB DIAGONALLY AT ALL RE-ENTRANT CORNERS OF SLAB/ PIER Re-Entrant Slab Corner Reinforcing 9 3/4"= 1 '-0" Rakowski-Millard STRUCTURAL DESIGN, LLC 1175 County Road 154, Suite 103 Glenwood Springs, CO 81601 Phone (970) 963-9643 ~~\l~-~!C~ ~, ·, iLLIS 4t', :5'~ '-> , ,,,..,. \· cl \ti '~ ' - ftA:474""'"' ~~ ~ ;1)::_!~i ~SIONA\.'-~ Date Issue 09-23-16 PROGRESS REVIEW -10-03-16 BUILDING PERMIT SET 11-11-16 CONST DOCUMENT SET 11 -21-16 CONST DOCUMENT C .0. #1 ' -. co +-' ·-a. Cl) 0 0 I -q-"O LO cu Cl) ...... L.. 0 C "O -0 ·-cu (.) :J 0 0::: - O'" >-c +-' w C C ::::, ~ ::J 0 0 (.) ,_ (..) "O 0 r--Q) LL N 't:: O> 0) C"') cu (.9 C ·-,_ co 0 0::: -- -- -- -- -- -- -- -- -- ,-- -- D Date Revision Own By: A.J .R./S.E.M . Project Number Dsgn By: S .E .M./A.J.R. R.F. Equine Hospital Ckd By: S .E.M. Drawing Title : Sections and Details Sheet 5 of 5 S•5