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E c '` v •0O new construction I . c c near side normal weight cast—in—place is c L°', o outside face opposite hand opening ICOL 'column powder acutuated fastener I a v a perpendicular partial joint penetration oU w a pounds per lineal foot parallel strand lumber post—tensioning pressure treated IDTL 'detail reference reinforcement required retaining •c a) slip critical schedule structural insulating panel slab on grade spacing stiffener — m C subfloor l foundation I thickness top of transverse typical v1 unless noted otherwise I 'grade beam vertical I f o -_ a) -E welded wire fabric LVL I- 3 J horizontal IMAS IMAX IMECH c •- Z [MTL 11000 lbs per lineal foot Z ... O Z cn Z INW, NWT long leg horizontal U O L.. O HOI (: CL O X IPAF U a a Lau a O. a CXJ _; a IPLF IPSL PT IPT j GENERAL NOTES Lii a IREINF IREQD a O Z W Isc ISCHED FA O cn ISPA ISTFNR ICD J- cn ISUBFLR IHK ITHK o ITRAN ITYP IJT j X IVERT X ILAT SECTIONS AND DET, CIP CONCRETE *CIP CONCRETE SHOWN; GRAPHICS APPLY TO OTHER WALL MATERIALS ABBREVIATIONS anchor bolt ADDNL additional IAFF 'above finish floor IALT 'alternate ;H 'architectural O e --I Cr) c v • •C E v a .0 r, B/ 'bottom c '` v •0O BS 'both sides c a 3 .c ^ O O ICFS 'cold—form—steel cast—in—place ICJ 'construction / control joint ICJP 'complete joint penetration ICLR 'clear ICMU 'concrete masonry unit ICOL 'column ICONC 'concrete VN 'connection ICONST 'construction ICONT continuous SEE MBS tdepth , ¢ 'diameter c 0 c a E v 'deck IDTL 'detail IDWGS 'drawings IDWL 'dowel SEE MBS existing construction •c a) each face IEJ 'expansion joint IELEV 'elevation I edge of (S=slab, C=conc, etc) leach way c c a a a I�exterior 1 r- Wind Importance Factor, Iw foundation I `o o `► face of (S=slab, C=conc, etc) !far side c 74.. o v.- v1 'guage 'grade beam o c a� v, f o -_ a) Seismic Design Category Iheaded anchor stud header I hook horizontal Seismic Base Shear interior I North/South c •- Importance Factor, Is 1000 lbs 11000 lbs per lineal foot Thermal Factor, Ct length I lateral pounds long leg horizontal long leg vertical longitudinal laminated strand lumber 13S %02 510Z-10-10 X <) IBRG 0 C) X X z W W X IEXP GENERAL NOTES TYPICAL DETAILS FLR FOUNDATION DETAILS SCHEDULES O Z W IGA O ci IGEN O c`i O cin O vii IHDR IHK H X X X IJT X X IKLF X ILAT LBS ILLH LLV ILONG LSL Q X m CO m m U O X 0 0 0 C X .W... W W LOU Lau Lail Lpi. Reinforcing Placement Steel Embeds Cast Embedded Anchors Concrete Strength, Slump, Temperature, and Air Content Verification of mix design use on site (prior to placement) CJD Concrete Curing Post -Installed Anchors _ Welded Reinforcing ? Connection Erection and Assembly Pretensioned and Slip Critical Bolts/Joints Using Turn - of -Nut without Matchmarking or Calibrated Wrench Methods of Installation Y All Other Welds Including Complete and Partial Penetration Groove Welds J • STRUCTURAL DESIGN CRITERIA Building Code: 2009 International Building Code (Note 1) Local Jurisdiction: The City of Rifle and Garfield County Building Category: II Wind Loading (Notes 2,3) Basic Wind Speed 90 MPH O e --I U 0 i + Seismic Loading I O e-1 0.343g ^ O O C 0.349g e^-, vi O U See MBS See MBS See MBS See MBS SEE MBS SEE MBS Snow Loading (Notes 4,5,6,8) O i �0 PSF_Y__. 0 i•-1 U 1.0 SEE MBS SEE MBS Live Loads and Superimposed Dead Loads (Notes 7,8) Foundations Brandon Desh, PE.0049888 Alfred Benesch & Company 825 M Street Suite 100 402-479-2200 Date of Report: 06/24/2015 Allowable Bearing Capacity I 2,000 PSF % Minimum Frost Depth 42 IN Modulus of Subgrade Reaction 100 LB/INA3 Foundation Schedule Located on: 52.00 Referenced Datum 100'-0"=[first floor elevation] = T/SOG NOTES: 1. The governing building code defines the applicable edition of referenced codes and standards. Where governing building code does not define referenced codes and standards, the latest edition shall be used. 2. The wind speed stated above is an allowable load in accordance with the 2009 IBC. T e value is derived from the design wind speed defined by the City of Rifle Building Department. 3. Ground snow load is according to the City of Rifle Building Department. 4. Minimum flat roof snow load according to the City of Rifle Building Department. 5. All snow loads on the structure for both flat and sloped roofs are calculated in accordance with the 2009 IBC and based on the ground snow load stated above. Roof snow loads shall consider the following load conditions: partial loading, unbalanced roof snow loads, snow drifting, and sliding snow 6. Minimum uniform and concentrated live loads as well as partition loads and applicable live load reductions are determined according to Section 1607 of the IBC 7. See Load Keys for numerical definition and area designation of snow, live, and other gravity loads used in design r- Wind Importance Factor, Iw Exposure Category Q' U C7 Seismic Importance Factor, le Mapped Spectral Response Acceleration 1 ss v1 Site Class ISpectral Response Coefficients - N N Seismic Design Category Basic Seismic Force Resisting System Response Modification Factor, R Seismic Response Coefficient, Cs Analysis Procedure Used Seismic Base Shear VI a, 3 W North/South Ground Snow Load, Pg Minimum Flat Roof Snow Load, Pf Importance Factor, Is Terrain Category Exposure Factor, Ce Thermal Factor, Ct Slope Factor, Cs Geotechnical Engineer Information: PROJECT DESCRIPTION a L a 70 C.:)- >.- -a - � N N �° '> o CD 44 LEI) Cr a in a) as QJ 3 c/) L O N v, L E ca CD = L N O C V a' O _0 U O -, a) LLa CD • ' }' U E c O C U U 4`- v v) C a , U C O C , . U L, L a) O N I— c C L >. (a . `) C. • E c aNCo C Z u O EC >- v C N°47_, C c LC OA ca -0 C CU +' CC O v, = CC a-, C O i U U) -- C •5o ��° m N a c-0 C L a••+ c as c77) E to N �-+ Q) O m L cu L g U .N o o E O I C V)*4-_,-o-' c U, -0 U, a ca C C . a o 00 co U fa Q •L CD in U a,,, Li 4-, aa) v, 4, U ca 'a — (a O v) E OL > C _C L a ca I- O ) ri N GENERAL APPLICATION L La- -, C N "- OU C a) O o , o ca a) U o - L �-' L fa 4-' +' .N O U) C C w C co C 3 E C O v o O> U ° 3 7) CIA U N 47, U, C C - >. aW v as N u E >, a, o E _ = _o C 4- O a, +' C N-0 C ° O -a 'a O — 4., U C U o� -° CO C E E 3 a) U -C N 03 L a a, O � >° CD L Q U O C °a L fa fa3UU0 aaLO° a, >. Cl) 4_ a, a, U C W U C a O 2 U ate., cos_ U .C,A f VC a�a) 4-' 4., +, ca ca — L a) 5 0 0 LE �••+ C L= fa Q" a) of , 0_ 3 0 u o V) 4, .a c a v; C L C •E cCa ) •- C 41 ate.., 0.0 +•+ O O 0 ca . C C w E 4_ .0 U ;�, N s_ t C' a) a) LJ o 3 i U �.,U O 3 +' L +., a-, C C O a) U CD +' C a C N c E a, 3 V C a, -a c c E t O L 2 L a a.., .O O N ca ' L O 4-, ° -0 v, °=° +., V) N E N E "E -- .a a -•i U C .0 C 0,2 a' 4- O -, a) Q L -0 V, a ' . •_713 a,,u a +� c O O Ln CU v o a ° U o >�- caa)C � UC 'C v ° at E�UN _aIP C C coca OL >. ca O a O ax +,E00.Lca -C N> co U, L v, . . O CE L a, °' Oo.'CH to a' u a'wLcCU o C t C C Ca,CtoLfaC o t U 0 -131 U V — U UN'C }' C L O a) >• ca 2 v, v,cOO0 C�OI— C. UQ NCDF— vv) C MISCELLANEOUS NOTES a'C L a) >- L N ° 2 O C O 4- 3 a) cu O O a' :1-',..._ W cc > O �•+ a) •C C 4, >` 4- Q' _a V, (a L O L a) Q,cn •> a) o N C C >' o "a C p a o= O 0- C ',..7 O L C Ln 4- ca CC O ca a O .� N 0 ca 0 C E CD U) , t L C -a a, N v L a, a c 4- L° 4' L C +' E a •O -a C V CI) ca -a tvo +' v, C CO o o i E a' ta0 ++ C -O C o ,.• ,,, u! a O `n O �'ro L ca ° O Q 'a H CC 4- O E -a L C 4,C C>- to E a) 'L C w 3 ° "0 a 03 C o L U co C a1 a) U ° U ca 3 ca O C,A C -Lscma C- 2 a, C L' +' N v, C Cu0 a cLa a) C a O f C F- a) L cu w c° 0 O X O cv ca C. --C U ✓) c O E ° o a +' °' a, v,; C C E t]0 `^ C C v ca v L C ° L CU fa o E ° }' +, 2 >. 3 +. U' C ;_, O aA a +� CU CU C — a >, = C .E VI o-0 C o ° }, ° 3 3 — c o 3 0_ o tia O a"' 4- U C O c/) L C Z da O 4- ca .L �-' C L a 11...) cu in .� C Q. 'O O C O C �^ N �'' ++ C N �- ° v) ° v, O .L O N -, 0 O o M o v4-' C `` a, o 1.--.. 4-.) 4-) c •E o �. L a 3 co --C Q. a-0 L ++ O O V, N CU U L C v, a ca `^ N +) L1 a dA v+'i O -ciN C>> v rp O a+ C- dA ta, N v, C O 4 U -a U a a, E C E a a) ° a a) cci is C ° a, o U ' 10 u � E fl. as, to °� a, v �o u + a, '3 E `L° vi pc C O O 0. C C a' 0 +•' L, m w .� a l]A L vi 0 Lii-aas al N O a) UOminN a, —°O ate-, a, C U) .^I C2 .O b a Q C a) C 4J O +'_., a C .N •v, - u c c C Q 0 �, 4 4- >° C L. U ca C -a N N° U C .� C v) = C O a, >•• C .L 0 L° a, C O 3 C 7 761- a a "a' N O O O O aL, 4-- a C C CO +v) v y +�-' U .O E L C to O. °- U, c ° 0 C -c 4-, .o `^ c.4-14' 3 .0 +j v U) 0 ao ;- ° c *' 0. FT a v, a) 4-' 0 v 3 '� L a, c U E L L U U +- -a O s o N to O- ++ C C N I- C C L ca ++ a, O E a) -C O 4_ N }r t>A' - C L C C L 3 ++ a, v ate, 'o O •c o �, +' 3 m a, in 0 0 °o U •° ° ° ,_%--- cL° -c ° v) L y, 'V) L a ° L V, C L C V U 3 O ° O a -a C to C N L CL C 3 ca E vi O O 4-. L C +, a s ca `+_- L Y v) U) CL -0 O O U in C C E V C L +�+ of E wo O ca +-+ -a N 0 a) Cl)++ L O 'L ate-+ +, N N N 0 L O N O O w Q O O t:10 C ;� C N v 4- a) E C +a-+ O O O ° a) "CI C C L vi 4J as Q -a c +� c O U, +•' E .� `n U U to 1. - CD E -a -a vi a, .�;LC%) L- ofsa, CQO C C W C+L+ ° + C ° U Cc O a C ECca `^ C_ `n 0 v, O `.C >' `CS U ° }o+}, a-+ fa C L 'a U ;(13" ca L t]A hA t]A ca C ca w V Lo-ao,0,,cUa tap a, a' s c 3 c N o CD C_ U O U—' L v U (1) U-0 Cfa N v E a O U a, U �' C U c 45 `�° C a, +' 3 c V a U C 4- 4-11:1:! U H a) CD a, CD w CW O L a O° 2 C co N v, Q L a a CU E Uro ° a 0 0 0 ca O '- 4A I- L F- O 2 U F— a 4_ vc v, Z v, E v, -a ,n O +., O 'a N O V, LL_ v, c..) U Z N L r -i N M t7 Ln LC; r•-• r-1 N M i� 00 t?) r-1 r -I .--i .--i CD U, UALITY CONTROL 's= 4-, V, C C c E O C. U as a, L-cs vs1 X C L L a) m _ a N _° ° U, 111 4- ° +., C O 4 O -' CO L NO V O vi U a) L CD C O F - o 3 c E ci C CCD U a 0 C O '5 a o— E.0 +' U D L' - U a, C) N C caCT • C c a1 � O a O ca Q 4-, L U Q a)4.., C o c-0 F v 0 L C ,, v, U -C LCD faa c 54:0! C .U,C a -a C. L u O C ca 3as 0 4-1 M CI) L O o 4.., E a) Q.0 ca o E C U +' a C °a},. c O 0 Y U +, L '^ C LVD Y ° Q N •,c-, o .- c 3 . v, 3 F— U ..... 0 v0, 4-, a, Q O N L 4.-, co -ca ° N i 4- +L, -a C E C U o ns L C CU v - ' it E 3 aU, a, L a C. O O L Imo -4- ° 3U ri N M UALITY ASSURANCE NEW SHEET = X REVISED DRAWING = NO MODIFICATIONS = • SHEET DELETED = ISSUE DATE AND TITLE X X X X X X NOTES: 1. Special inspection and testing are to conform to Chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class4: Audit and inspection of fabrication facility's quality control program, and collection or facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications X X 13S GO Z001 51OZ-11-60 emnnn nn X 13S GO g6910Z-9Z-90 nnnn 00 X 13S %02 510Z-10-10 X <) 0 0 C) X X z W W X GENERAL NOTES GENERAL NOTES TYPICAL DETAILS FOUNDATION AND FIRST FLOOR PLAN FOUNDATION DETAILS SCHEDULES O Z W O ci O ci N ci O c`i O cin O vii •.•x SPECIAL INSPECTIONS AND TESTING U' N M m U N '--I X X X X X X NOTES: 1. Special inspection and testing are to conform to Chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class4: Audit and inspection of fabrication facility's quality control program, and collection or facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Component/Work Footing Soil Bearing Material Slab -on -Grade Subgrade Material Compaction Formwork Installation Reinforcing Placement Steel Embeds Cast Embedded Anchors Concrete Strength, Slump, Temperature, and Air Content Verification of mix design use on site (prior to placement) Concrete Placement Concrete Curing Post -Installed Anchors Floor Flatness Survey Welded Reinforcing Fabrication Facility Connection Erection and Assembly Pretensioned and Slip Critical Bolts/Joints Using Turn - of -Nut without Matchmarking or Calibrated Wrench Methods of Installation Single Pass Fillet Welds 5/16" or Less All Other Welds Including Complete and Partial Penetration Groove Welds Structural Steel Erection Connection Erection and Assembly Pretensioned and Slip Critical Bolts/Joints Using Turn - of -Nut without Matchmarking or Calibrated Wrench Methods of Installation Single Pass Fillet Welds 5/16" or Less All Other Welds Including Complete and Partial Penetration Groove Welds uo! a:!aged uopaa3 Category/Material suo!lepunoj pue silos alanuop aDeld-ul-lseD pals leanpnans >•• U) C .0 CLO .a •c_7 4 a C V/ C C O Q U '� u 0 Do a' by N L c -a 4' O C c O v C to a) N 03 0 '� ,+i, O C C ut H Q p N 00 O +O+ 4°-. CLo ca a) CIO cu aOIC'- .R -5 O O C elo �C —U) ia d U a' V) 4-OLLn v s a, .c a' o c U) o a; a I- f- cC Q U a VI a) -C_ a) N- ' +-,a . Cl) 0++° UU^ L.. C C •VO _4 Cc Q'6N QU, E C6 CU 'C++ LO -0 1_,,7) Q, C L + + L °o L3 L U, CD C V .- CO 4- O OOO LpDoO c.)C °O U) aUN ` to O 5 ' 00 C aJ a, a) ca 6 +r i C N ca c ,+'i, 4' a *� O co a C. w w 0 C +O, C E , 713 ti, O pA v — ca +r _0 G, U ca E el) ° c o '- c E 'c c a, ac) `t C O CW Q U N C U U C N C, CU U 'V) ,� a1 ate•, +0., 4-• t C. OD a1 C Q> ° 0 c t 4-1 C -a U ...,....:°) a O C aJ 0 O fa a, C>A a) ca O O Y a, C U, - L L > .a m a N v -° y' F— ° P C E L> O '^ 3 V a) 4l w 0 4, O-0 L m N -C .0 ,Oi, va)I_ -C3'=� CCDUC ° CO E N ca a, CU a, a, a, Q' O N O o .0 V ,+''i, C c=c0 a, U o ta) a, .� C al >. Q, Q N C O +., L O a V Q C C C C ca C C O a) 4-, U E CO o w .0 .- C .4-7, o '5 C o 'v 0 E U C C U' aCO a a) a CO L O a) C C C 0 `^ a, U, 1— as •, 0 4- U, = F— O a) U •_ 73 N c ri N M SPECIAL INSPECTION .0 C C +-' O °O On a0 }' C C U U C O ° •L +., a Q V) N . U a' 4 •C L v0, L1 a a U fa v L ++ C N v O 0 v 0 a ° 3 N n 4... a, C a) -C v, O ,Q t]A a C _0 > CD C CO .0 •C 'a v) ON C a, C a, ca a) ca N m 30 aate+ LJ +, C. - C)vs a) cu C ° a, N NN 0 .474 +' O E as vi•L Q -0 C 0 4-, a) a) Do C ,, U t C C C 4 o n v is 0 L `'- O 4-, U ° CLC C U L- T CU _ ° co C L •: C •C U 0 �_ W (a a, .0 L j=, > -a U f0 L of N a) O 4 O Do •v, a U C O a•O s_ -C 40 C ;7, U CL +r v, +-, CU v, a c a' 3 0 _a -I-1 a) a-' 4-, 5 a' .O L o -a -a -0 IV -0 a, a) "a C U) C C m t E 3 ca 0 0 N 4, in V, O O p aj O -0 Vcn N a) U Uca W CU C a 4' a 00 4,CU ca U V, >• a 0.0C C 0 4-, C C C .a C C 474 To 'R U ca a .Z3 -0 O L a, C 'U a) a, N o C— o 0- 10 (/) v a C V) +•, t]A U • Q L N ca e -i (Ni M Ct Lf) SPECIFICATIONS specifications. SUBMITTALS CO C 5 O a E scs in in Lo O ° -Q `+- 0.0 N 7 N CD n o }, L +, CO 4-, ° C QL435 a a t = "a a O i1 V) 3 C C 00 in "aa �, 0 O '> c C. ': C - a o a tT CD 4-, U v ? C O C ca L — c 4, N a 0 O v, ++ N 4i MI ate+ CU ca v, t1-3/..) v, 4' o L L o Z Q L C Q a) >ca 4_ (OE cur02 L. v- E a.) 4' C Q C a) •N O ° 0 ca CL) iL "a UV) (D •a Q +•' >• >. i CU CT LL. 0a +r 0 O C:: a :-OCuCa c O ill. -a OC O a) NUO Q E a) L'.O .v a.0 -C aC — — .0a,,ii°U-,ttia fa U V, N .0 •L � v � N y of a' Q a, � a ca � CO +_ m V c . E > 2 E E 3 a' j C- 0 _01 cCa v) V) a) CC N V) aL C ro U, CD C - vi 4' C U, C U O -o 4' U c0 L 4' C 0 U U, C C O U, U, C O U, C aJ V O 0 ca C V 0 O U coordination with other trades. office for review of submittals. a, U) C Do C w n3 0 L 44U) a' -C N A (a V L CD V C CD m U O N M Ln LD V, C a, E O U N > U) N N a' C .Do C LU fa L U C L/) U v L a, 4' -C O 4' a, C L 4' a, a ..0 •3 CD C via electronic media. DEFERRED SUBMITTALS L O O C O. �., ° 0 Co 0 C , LJ ca fa N Q "a N ' 4- I- ,-0 CD toa 4-, co 0 ' C (13c .U, +'j v 0 0 U, cu I- 2 E a) 0 a1 .2 N -C C 0.0 "a 4, C a 3 N OA W >• _ a E C L) CMA tea, v o 3 v -C E +� � u C O\ .511) O N U CU 4A O i t0 4- > L C "O ++ a) C a E U C v, -aL.0 a O N -0U cel) 0- O a, t a) -0 v, . a) aU+- ° -, v O} tOO>EU C ~ i O vi ..c C v, C O c 0 0Q°a .0 NO O O c .4.7, aaa, cU a E Q- 10 c C U a ca -a "V O a co C O ° 0 a O E 3 cu ° U) 'U C o U co - ° O 'a C_vs _ -c a) .1:24-!°3 a (a v C m 06 'L u_a o CIO ca L) C U �=' v) U ca L V- .0 L° E 3 a C CO 3 C) +, O a) 3, o ca a) ^ C c 9 3 L- +_+ Co v, o o +� }, o •� a, a0 a0, E I5 aE.' o o v v "a .n *' t -c., ) C VI 0 E o L o° c v .a t'' U a1 V) .CD C - d) Q.. c a ;= ) E O C N C 3 }, ca a a) ca -a L -a ca `- .3 0 L C 3 c o°° 4- L v 44 CT ca a `a- -a C C .a, +•' U v, a, N t a) C— 0 �v > o c E wo N L1A 0 4 ,, iJ }- ° a, cLa 'L in -CI CU°w Nm C W' L °`- O C) 0 ctst O CA a a-Cl.)lav 3,.o F�ot wQ vQE o' •C: ca a) a) C U 0 a> Ca- 'CimC-C V) U -0 +•, v, c.) Do F- c -i lna•unnoagn,lliw Tha6ueHa1liliuogelnyoRuelly t71701•Aselld 1e3o1\:3 Wb� SE:9Z:0I. 81760-91.OZ •oui tInaloluawebeuevti Ppopei WOJd 1Uesuo0 uanuminogim pesopsu Jo `pesn 'peleo!idna 09 ON AeN puvieub!sea 84'10 )pom pausKindun PuV leu!NO einmsuoo up.19H buueeddv lepeleinj ueuum put( sbuImeiCI IIV RZZITOV'EOE EE008 00 leaLim anuaAlf 1148174sehi S699 bug3eiwo3 penua9 ou! idnoio luawabeuew pawabeum uoipnilsuoD ainpalgpiy 01,1•101.0e1 Consultant 0 7:1 0 Crl • 0 "CT -(T) 0 • 0 • 0 4c1 co -5" I JeBueH OWN seoyues uogevoi 31;ueliv Project Description Revision Date co > LC) CD C (3) CD Sheet Title 0 Sheet Number Cl) METAL BUILDING SYSTEMS 1 i ii 4 i 4 ..* : • , 4 • . % 4 # 4 4 0 , • i 01 . . 1!..-44 • 4 : . 4 4 ah • . 1 /1114 ... lit. A +41r+mt• 4' . . AIN, , Jr L.. 4-, LI a) .4z.! LI _c a) .c 4-, 0 4-, -- 0 ro • = -0 fa 4-, a) 0 0 a) -a co 0 *+7,' 0 0- 4-, cNi tT3 LI 0 0 CL) -C 0 4- 0 LI a) cc 0 a) bO LU LI 4-, _c a) CU _C LI oPi -J a) 0 Deflection limits: Ln Vertical deflectionof 1/180 of the span, except as noted otherwise. Lf) O. -C 4-, 4- 0 00 0 0 C.) al -a NJ *17 0 Ln 0 -a -a a) 4- 4- 0 CU $11 -C 4-, bA 0 -0 0 -0 ("0 00 .- E 03 4- 4-, -C 4-, 4- 0 0 717, LI CU 4- 0 LC) 00 a) _c 4-, T tCs -a a) .4-, CO 00 "E cu CL 0 00 -0 -a- 4- 0 LI a) 4- a) 73 a) co -a LI LI a) 00 .- E 4 - CO 0 LI a) 0.0 a) 0 00 a) 0 4-, a) LI LI -a a) LI C1) 0 LI 0 LI sa-) 4-, LI It +.; -C .a)_00 -C 0.0 _a _c 4-, 4- .0 k)." 4-, 00 a) _to 4-, CO CONCRETE REINFORCING TENSION CONTACT LAP SPLICE LENGTHS CONCRETE COMPRESSION STRENGTH (psi) _ I 0 o 0 p_z Al -0 4-1 rn -0 04- (N "0 a) rn -0 0 rn 13 r... .4" -0 La rn -0 01 ul -0 trl Cr 13 r -I .1- 13 I -I m 13 r -I sr) -0 01 m -0 1-.4 LC) 73 I", .1 -0 CDC) h -0 u) Where: db: Diameter of reinforcing bar Class A: Class A tension splice Class B: Class B tension splice Case #1: Clear spacing greater than or equal to 2*db AND cover greater than or equal to db. Case #2: Clear spacing less than 2*db or cover less than db. Where horizontal reinforcement is placed such that more than 12 inches of fresh Top: concrete is cast below the development length or splice. Other: Other condition not satisfying Top qualification (bottom horizontal reinforcing) CONCRETE REINFORCING TENSION CONTACT LAP SPLICE NOTES: 1. All tension splices shall be contact class B splices unless noted otherwise. Splice length shall not be less than 12 inches. 2. Splice Lengths in table are for single bar splices with maximum yield strength of 60ksi non -epoxy reinforcing bars. 3. For epoxy coated bars; zinc and epoxy coated bars; or epoxy coated wires multiply "Bot" reinforcing splice length by 1.5 and multiply "Top" reinforcing splice lengths by 1.31 4. For lightweight concrete multiply splice length by 1.33. 5. For reinforcing with a specified yield strength greater than 60ksi multiply splice length by (specified yield strength/60kis) 6. For individual bars within a bundle lap lengths shall be multiplied by 1.33 for four - bundles and 1.20 for three bar bundles. Individual splices within a bundle shall not overlap. Entire bundle shall not be lap spliced. 7. Bars larger than #11 shall not be lap spliced. For bars larger than #11, mechanical splice shall be used. Mechanical splices shall have strength greater than or equal to 125% the yield strength of the reinforcing bar. Mechanical splices shall be staggered. 8. where bar of different size are lap spliced in tension the minimum splice length shall be the larger of the length of a Class B tension splice or the smaller bar, or the length of a class A tension lap splice of the larger bar. 9. Lap splices are not permitted where minimum clearance between reinforcing cannot be maintained. 10. Lap splice lengths shall not be less than the larger of 12 inches multiplied by all applicable multipliers or the table length multiplied by all applicable multipliers. 8,000 -0 MI Ln rn 13 "0 r, 1,4 -0 -0 ct .4" 13 -0 Tr rn 13 -0 NI ui 13 13 0 .:1- -0 "0 V) (.0 -C1 13 0 in .0 -0 tr) Tr -0 13 ul m -0 -0 I", in -0 -0 Tr .1 -0 13 00 LO -0 13 NJ Ln -0 13 (11 00 -0 13 (1) (0 0 0 S (.6. _a_a -0 1:.:),. -0 74 _a -0 Lci), _a -0 go) xi -a Lti, .0 -0 4 _a -0 tr.C,) .r) lo ::.:r0 _0 -0 DI so -0 04 _a -0 Li1D1 .ra 73 5:), _a -0 gs, _a -0 (,i, _0 13 0,§), _0 -0 go, 5,000 .0.0 13 •cl- Tr 73 •cr nos .0.0 -0 Ln in 13 (NI cr .0.0 73 L.0 C -0 -0 ,-1 U, -0-0 13 m CO -0 .1 (13 -0-0 -0 N (.11 -0 .1 .4' -0-0 -0 (NU, N -0 in .0-0 -0 (.0 00 13 (0 (0 _0 .„ '-' 13 -0 0 0 0 .1:' _co.0 -to a) -0 CO m _a.a -to (N up -0 1*, -4- _a -0 .1- N _a -0 l', U, _a -co NI 0) _a "to ,-1 1--- _am -to .1. L o -to a, .:1- _am -to 01) co -to (N sC) _a -0 tA) 01 _a -0 ct• I-, :2_0 w 0 ',Li -0 (N1 cm L 3,000 _am_a_c) -a N. U,.4" -a .4. -a (-I N -a V) U1 _as) -a 111 CO -a tO lf) -°_a -° ,--,N- r":", -a NJ 00 _a -la •Cr I", _a -a N in sa_c) -a rr) 01 -a e-1 N -°_a "° .., -a CO 139 db 107 db Q. 0 I- tI5 -C 5 0.0) 0 1- -C0 Top Other 0.0) ..0 0.0-) 0C Top Other Top Other Top Other (0 ca \11 co co Al co co \e1 co co AI co co \ii co co Al co co VI co co Al i# aseD z# ase3 i# ase3 ztt aseD v ssep g ssep SPECIFIED CONCRETE COMPRESSIVE STRENGTH Strength at 28 days, UNO 4000 psi NWT 4000 psi NWT 5000 psi NWT 5000 psi NWT CONCRETE MIX NOTES: 1. Strength (f'c) is the 28 day compressive strength at 28 days unless no .d otherwise or compressive strength at the specified age. 2. Concrete is normal weight concrete unless noted otherwise. Normal weight concrete (NWT) shall have a dry density of 145 ± 5 pcf unless noted otherwise. Light weight concrete (LWT) shall have a dry density of 110 ± 5 pcf. 3. See ACI 301 for slump of concrete before addition of plasticizers or high -range water reducing admixtures. 4. Required minimum average splitting tensile strength = 6.7*V(f'c) regardless of concrete density. 5. Mix designs shall be in accordance with ACI 301. 6. Air entraining admixture in accordance with ACI 301 for exposure class Fl shall be used in all concrete exposed to occasional moisture and exposed to freezing and thawing during either construction or service conditions including garage slabs, and unprotected exterior slabs. 7. Maximum water cement ratio shall not exceed 0.40 per ACI 301 for all hanger slabs and unprotected exterior slabs. Element Footings, Grade beams, Tiebeams Slab -on -Grade (SOG) Pilasters & Foundation walls integral to pilasters or supporting concrete columns isi-J -C 5 Assembly Concrete cast against & permanently exposed to earth FOUNDATIONS Earthwork and foundation 0 LI C1) a) Li 013 a) 4-, L.) 2 a) 4-, .- -D LI a) it; cc r,1 0 8 0 LI0 4., a) -a aJ 8 a) aJ a) CO 0 CO CL -a- 0 73 CO 0 -C 01) .47.; LI a) -a _c 4-, 0 -C LI -C -C a) LI 03 -C 00 '5 _c L.) a) _a a) -a 00 8 0 -a 0 0 cuv'u' 00 a) 013 0 Q. *- 7 C3" 0 -o 0v) -a co 4-, a) 4-, a) O. 4-, 2 4-, LI 42 -0 0 4-, LI co LI _c 00 _o -a 0 0 LI2 0. _c 8 LI Li 4-, LI 4-, _c 4-, -0 LI a. 8 0 151 9- 000 2 CL 4-, -o to •FtEi 0 '4= 0 LL ryi 4 Ll) N CAST -IN-PLACE CONCRETE IREQUIRED CONCRETE COVER FOR NON -FIRE -RATED ASSEMBLIES .S I- a) > 0 U m tN (N "--... ,-i I -I . ,-I vi IN *--.... ,4 1--I N.1 '--... ,-1 s -I Th --... 01 rs, NJ ,-1 e -I ' --- rn m (N "--.. *4- s -I .-1 r -I NOTES: 1. Cover for prestressed & non -prestressed reinforcement 2. Primary reinforcement, ties, stirrups, and spirals 3. Primary reinforcement 4. Ties and stirrups Assembly Concrete cast against & permanently exposed to earth #6-#18 (non -post -tensioned) #5 and smaller (non -post -tensioned) Post -tensioned slabs Post -tensioned other Walls, slabs #14-#18 (Non -Post -tensioned) Walls, slabs #11 and smaller (Non -Post -tensioned) Columns, beams, girders (Non -Post -tensioned) Post -tensioned slabs Post -tensioned beams, girders Jagleam JO in.Je3 ol pasodx3 alanuoD Jaineam JO 111.1e3 01 pasodx3lou alanuop on site at all times. c.", (-6 SUBMITTALS: Submittals shall conform to AC1 301 . 4-, LI 0 -0 03 LI 8 4-, 0 8 LI _c -a 0 _c LI CO CI. _a CO 0.0 LI0 -C 00 0 0 LI8 -0 1.7) 0 CL 8 LI 4-, Li LI 0 LI0 4-, 00 LI LE ca CU 0 CL LI CONCRETE REINFORCING TENSION CONTACT SPLICE LENGTHS FOR CONCRETE COMPRESSION STRENGTH 4000 PSI CASE 1 Other Bars .1- at ‘-I e -i 01 1.11 r4 c%2 .4' s -I (N m 01 N NI rn (N Tr .4' in CO NI .4- tO ',1• 0 tn N 00) tO N I-, I,- (.0 00 NOTES: 1. The table above is for concrete compression strength of 4000psi and Case#1 reinforcement. 2. The table above is for Case #1 reinforcement with clear spacing greater than 2*db AND cover greater than or equal to db. 3. Top bars are horizontal reinforcement placed such that more than 12 inches of fresh concrete is cast below the development length or splice. All tension splices shall be class B splices unless noted otherwise. 4. Other bars are reinforcement other than Top bars. Top Bars 01 .4 1-I (N U1 NI (Nm s -I 0 rn .4' N 00 CO Cr .4- 0 U1 N Ni 0 (.000 00 NO) ,, 00 0 r, ,-4 N OO ,, Lap Class <CO <CO <03 <CO <CO <00 <03 <CO <03 Bar Size rn t t .4' It tr) It t13 4 N 4 00 4t 01 It I-1 4 1-1 4# IREQUIRED CONCRETE COVER FOR FIRE -RATED ASSEMBLIES Cover (in) 1.. .0 Tr NI .4 ...., r -I c-4 NI -..., e -i r4 r4 .4' ...., e -o ,--) I m 1 *Slabs and beams are considered restrained unless otherwise noted on plans. NOTES: 1. Clearances are the clearance between reinforcing and concrete surface. Unless noted otherwise in drawings, specified in-place cover shall be the greater of the appropriate not -fire -rated and the fire -rated. In-place cover shall not exceed tolerances specified in ACI 117. 2. Tabulated values for siliceous aggregate. C- ..0 ell r4 .----- e-1 1--1 r -I (N cr -.., rn e -I ,-1 NI ...., ,1 -4- NI ..., r4 NI c4 1.. -C r./ rN`I' -S.-*---... T -I .-I 1.-1 mg 4-1 NI ---.. -I""---. 1-1 .4 m NI s -I ("V NI NI s-1 e-1 1.- .0 e•I NI ------ 4-1 1-4 Tr ...... cf) 1 I ( • . I 'CrNI -5--...., (VI t -I e-1 t -I i I Assembly Columns, beams, girders V1 13 co C') Beams, girders 8" wide Beams, girders >12" wide J Slabs Beams, girders 8" wide Beams, girders >12" wide V) -0 co Cl, laalS Supiolupti ,pau!eilsam *pau!ansawn suopuaipauotsual-lsod U, LI 03 -a a) 8 -a a) a) _c 4-, 0.0 .0 -r3 cu -a 4-, LI a) _c -0 0 -a- C- 0 LI a) CO -C 00 .0 _c 0 0 -C 4, .5 0 .4= LI O • C- :3LI -a a) "E a.) a) '5 4-, -0 0 0- X a) CU .0 4-, 1/1 a) 00 17 ca -a (73 U," a) U," 0 C.) 0') LI 4-1 1/) _se LI _a 00 0 -1.71 0- r- -0 OD 0 0_ 2 00 .c a) a_ -to 00 .0 a) 0 8 0 -a LI 0 -J ▪ Lri CONCRETE REINFORCING COMPRESSION CONTACT SPLICE LENGTHS Specified Yield Strength (fy) > 60ksi (0.9fy - 24)db CONCRETE REINFORCING COMPRESSION CONTACT SPLICE NOTES: 1. Splice length shall not be less than 12 inches. 2. db is bar diameter 3. Compression splices permitted only when lap splice is noted in drawings as compression, otherwise see tension splice table. Specified Yield Strength (fy) S 60ksi _0 13 0 m NOTES 12" SOG Co a ca 0 * 111 MBS ROOF MBS ROOF DESCRIPTION OF LOAD DESIGN PLANE MAXIMUM TAKEOFF WEIGHT = 100,000 LBS STORAGE/WORK AREA OFFICE/LOUNGE/STORAGE AREA I I I I LIVE LOAD REDUCTION 0 0 z Z 0 Z Ls 0 0 1:t Li - 0 0 ct SUPERIMPOSED LOADS SNOW LOAD (psf) I I i Cl) CO Cl) co LIVE LOAD (psf) to to c\i (N to c•1 Cl) C4) co 2 DEAD LOAD (psf) I I I v. v. SELF WEIGHT (psf) .9. .., •••, l',. fr, (0 Cl) ca ,,, ca PATTERN •./ • • // / _a _a _a LOAD AREA -ts -0 -0 -C3 ICONCRETE REINFORCING DOWEL EMBEDMENT LENGTHS I Compression Dowels _0 .0 _0 _CI _CI _CI ASTM C494, Type C or Type E -0 -0 -0 -0 -0 -0 (N a) 00 00 00 00 (N T -I s -I ,-.1 4-1 I-1 Tension Dowels 0) _c Note 1 Note 1 Note 1 Note 1 Note 1 Note 1 CONCRETE REINFORCING DOWEL EMBEDMENT LENGTHS NOTES: 1. Refer to " Concrete Reinforcing Tension contact Lap Splice Lengths" to without standard hooks. Values for Class A tension splices are permitt 2. Embedment length shall not be less than 12 inches. 3. db is bar diameter 4. Compression dowel embedment lengths are permitted only when dov compression, otherwise use tension embedment length. 5. Extend dowels to far edge of member UNO. 0 Standard Hook _c) _a _a _a _a .c) -ts -0 -0 -C3 73 73 (N 0) r-- LC) .1- r4 c4 T-4 1-1 v -I r-1 4-1 0. O. O. Isd0000t< Conci Compr( Stren 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m .1- Lr) 1.0 00 CONCRETE MATERIALS DESIGNATION Standard ASTM C150, Type I or Type II ASTM C618, Class C or F ASTM C33 Potable ASTM C494, Type A or Type D ASTM C494, Type F or Type G ASTM C494, Type C or Type E ASTM C260 ASTM C330 ASTM C309, Type I, Class A ASTM A615 -grade 60 (Specified Yield Strength = 60ksi) ASTM 706 -grade 60 (Specified Yield Strength = 60ksi) ASTM A775 or ASTM A954 ACI 423.7 ASTM A416 -grade 270 ASTM A185 ASTM E1745 -Class B e III Portland cement may be used if acceptable to the Architect. Material Portland Cement Fly Ash ,I) 4-• Water Reducing Admixture High Range Water Reducing Admixture [Accelerator Admixture Air Entraining Admixture Lightweight Aggregates Curing Compound Reinforcing Bars Welded Reinforcing Bars Epoxy Coated Reinforcing Bars Post -Tensioning Tendon Assembly Post -Tensioning Prestressing Steel Welded Wire Fabric Vapor Retarder below Slab -on -Grade () 110 , bo 00 .1).,) < REINFORCING AND EMBEDDED ITEMS: 0 a) -a a) _a 0 CU .5 a_ a) U)‘ 00 1:3 a) _a 00 'E a) 0- 0 4-- 0 00 -a a) 4-, cci OD 00 4, CO "5 0 LI 4-) LI 00 _c 2 _c 4-, 131:1 LI 0 1 - CU 0 LIX 0 Q. a) 2 _a ASTM 706. 4 LA r< co PLACING AND FINISHING: • cri 4 LI 4_, 0 LI -a 0 •:+7; 0 CL 0.0 5 a - _c +61 8 4.j 0- 4-, LI 0 LI Ln EMBEDDED ITEMS IN STRUCTURAL CONCRETE SLABS v) CU 7 o a) 4-, C o a) in -a-, v;• 0 4- U) W ._ E a) 00 0 a) 1- 14.. • vi V) 0 .00 o c -a _o , c - • rasii (U 4., a) ,- c ...., -a W n3 Ct. E CI- LL.1 0. v) a = 0 CT a) 00 W C C :gL!CLu.ii Z.,!(-)(1:: CI. 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PROTECTION FIRE HOSE VALVE CABINET (SURFACE MOUNTED) FIRE HOSE VALVE CABINET (RECESSED) gik FIRE STANDPIPE XX DESIGNATION SP FIRE SPRINKLER RISER XX DESIGNATION - N NITROGEN N2O NITROUS OXIDE - OX OXYGEN —VAC— VACUUM MV MEDICAL VACUUM —LBD— — LAB BUILDING DRAIN BELOW FLOOR OR GRADE — —LVT— — LAB VENT J Q > J J < co i > W J > U w < > m Q W 0 W > < < < 0 o0 > CC > Z W CO 0 w H J 0 J < < J 0 0 0 a U) o-1 i > 0 Z 0 p W CC U) U) W CC a J w > > `L 0 W = 0 > > CO J 0 > CC > 0 Z X > U J W F- j Q 0 u- W 2 W 0- {- 0 W M- I 0 H Cl) i,i: w Fes- p 0w U W cc 0 0) F - w Z > 'CO a W Q 0> 0 0 <> Q 0 U w W 0 COU) SL 0 H < wW 0 0 H O) < 1H <1- Z w > CC Q Q 0 Z Q 2 (4- SUCTION MAIN OR FIRE LINE LEAD-IN W PUBLIC WATER MAIN F FIRE SP FIRE SPRINKLER —FSP FIRE STANDPIPE —DFSP DRY FIRE STANDPIPE — ASD AUTOMATIC FIRE SPRINKLER SYSTEM DRAIN • NEW SPRINKLER HEAD OE EXISTING SPRINKLER HEAD V SIDEWALL SPRINKLER HEAD W 0 CL CC w = 1,-,-,. }Q O J 0 J O w W = Q LL F- U U F- F- n. a Z u.. r 1- w 0 H>> co 1>> 0> 0 u U) l i a W ¢ I H CC 0 Q U w U) O Z 1 I w Q w S ~ W 9 J w O a < W Z 0- 0 0 z II z I H- C7 w Q w J 0 W U 0 Q 0 z J 1 a I <C Q O , 0 a w Q U 0 Q W S w co EL p a a 2 0 > 0 a 1 a I 0 O 0 W a 2 > a 0- H Q z W 0 Z Q F- 0 w , a 0 0 w F- 1 I J Q a CO w O F- Q W zi J O W W a 2 -i w 0 U) II 0 I F- F-- CC U) con Z 0- O W J O Q J O I —{j NITROGEN --U NITROUS OXIDE W WASTE ANESTHESIA GAS DISPSAL JAIAmtbtlj ZONEVALVEBOX DI DEIONIZED WATER DIC DEIONIZED WATER CIRCULATING _LW LAB WASTE ABOVE FLOOR OR GRADE w Z 0- H U) u- U) w J Q 0 OJ m w Z Q N� �z `� C-5 (f) CC W OF- � u_ 0 _ Z o p IUi- U 0 EC LL0 O O� J 0 9O Q z z U.0 D 0 0p 0 CC 0 � ZZ0 0 O 0 W QC7 < O o > LI w U. 0- 0 0 0 0 ® I �--- O --- c7 0 a 00 Z ul J 0 W NJ `� O Z 0 CO a Z Ce O O (2 _ _ H w O !q›-- 0 1`�cC 2 W w� W �z 2 U) w 0 Q w O CL W 0 UJ U w =- F- 0- DELUGE VALVE OR _ PREACTION VALVE PS PRESSURE SWITCH ANGLEHOSE VALVEVALVE) (FIRE O ANGLE DRAIN VALVE AND SIGHT GLASS BUTTERFLY VALVE W/ TAMPER SWITCH •`LJ/ OUTSIDE LIGHT AND HORN TAMPER SWITCH O 11111 FIRE HOSE RACK z Qp CL O� z O 0-0 O W F- UJ F 0 < W QO Q J 0- 0- > U F- O zO w W J J �� W ,< z g 2 w F 0-> C> 0 0 0 Hm __=< ? Z Z Z (n p Q w Z z w _Z W w QO > OCY � 0 0-0 < a WCC _ZW QO Qa a CC z_O Oo �O DO W Scy� u �O CO Hw >� Q U) CO O I I I o 0 I I I ui 0S0- m 0 cc W ��wZQ CO -,0 I-C7F-OZ _Zw Oww IZQ�5 Qa Oma 0avo0 CC z WdOzI O� app Od �WO ZI-LIw1U--Uc 0- U a' 000- .JIUZ �O zWp 15H >� if O0WRW u_ O u. a Z LL J W I I I I 0 0 0 Z� CD I I co I I W h Q �p zOcn F- w Z 4 Z -♦ OXYGEN VACUUM —♦ GAS --• MEDICAL COMPRESSED AIR — LA-- LAB COMPRESSED AIR —LG— LAB GAS (NAT. OR PROP.) - LV LAB VACUUM — LN------ LAB NITROGEN z a 0 O O D m m W J J W w w H Ii O t) CC Z ?j o W w H z 0 UJ Z 0 a 0 O p F- a ± O 0 W Ft m u -- }- CO cr co --{) z O U z OU cC p O ± Z Q < > Z > J < W tr Q 0 (� J a O Q Q U w a d d LJ HI �Y z< gm O =2 Z J O J �- QQ 0 -_,.< � ') �-Q 0 mm z mg w O W0 > v u) v O <cOQ I _> U) 11 Z_ O z O Z5 Q a x w Z Q w a a. X F- I o 5 z z = Q w s d I z 1.7 OU W z J X a §: POST INDICATOR VALVE NON -INDICATING VALVE (NON -RISING STEM) OUTSIDE SCREW & YOKE VALVE (RISING STEM) FIRE DEPARTMENT CONNECTION FREE STANDING FIRE DEPARTMENT CONNECTION IBJ WATER FLOW SWITCH t. AVE {HORIZONTALLARMCHECK OR VALVERTICAL) DRY PIPE VALVE O O 0 > J U = w w - Q z w _z a z •J H LL O a a > W' F- I-- 0 O O 2 U) z J CO 0 0 0 w 0 «0000 J• Q Q 'S W Q > H 0 = i- _ 0 = U LU Q ' F- 0-1- I I N Q a C-75' Q> z Qm U) I _ z❑ ce 00 O LL Z O W O O °? U a H o Z Qw Q U) m C) > o z > 0 W� O F- ZZ Qcc W w Z ZF- 0m > OOX 00 } w Z 0 O0 to 0 H F-~ S~ J z Z U) u) < ow ax m (n 0-Z OW , I {� ! 1 1 I 0 > 2 W CO 0 C7 H u) x W 1 W cdH OG Z do Z a Et w Q Z d a W H Z a a 0 W CCH CL W Z W CD CC CL I W Z CO I H 0 Co Cn 12 to ❑ 0 CY <Z Z Q QI W Z Q Cr lO �0 H UJU 0 W ZO w❑ 0Z W< CO a -� Z Q (/) Q W Q HU OZ I Ct Q IL .J2 H aI U 0 - we ZH PLUMBING GENERAL INFORMATION PLUMBING SCHEDULES UNDERGROUND PLUMBING PLAN LEVEL 1 PLUMBING PLAN PLUMBING ISOMETRICS PLUMBING DETAILS N O O O O O O O O O O O O N V a a a a a a H N J V z 0 Cev W V N CI) O 00 0 U ui C CL • 0 LMC), CO o N- U N O O O O 0 U CO Q O O v t-. N N M O M a Construction Admin. 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LESS COVER, 1.1 GPF. INSTALL VALVE ON WIDE SIDE OF STALL INCLUDE OPEN FRONT SEAT, LESS COVER, 1.1 GPF. INSTALL VALVE ON WIDE SIDE OF STALL INCLUDE AFTERMARKET BACKFLOW PREVENTER ON SPOUT PROVIDE FACTORY FOURTH HOLE OPTION (RIGHT SIDE). INCLUDE POINT -OF -USE MIXING VALVE. INCLUDE TRAP PRIMER, SQUARE TOP INCLUDE TRAP PRIMER, 3/4 GRATE. LOAD RATED DUCTILE HEAVY DUTY GRATE (1) 2" MINIMUM VENT BELOW GRADE. (2) 2" MINIMUM WASTE BELOW GRADE. (3) PROVIDE SHOCK ARRESTOR ON COLD WATER SUPPLY W/ ACCESS DOOR. (4) ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. HOT WATER INCLUDE POINT -OF -USE MIXING VALVE. (BRADLEY NAVIGATOR 519-2000 OR EQUAL) PROVIDE SLOAN SENSOR FLUSH VALVE MODEL# 8186. PROVIDE COMMERCIAL GRADE CARRIER. MODEL (V CV CV In co COLD WATER CV .r.- d 1 CV N FAUCET MFR. VENT (1) N N N N N 'N1 'C 0 co SOIL OR WASTE I- d INSTALLED MODEL N Co CO MIN TRAP SIZE N co O MAX MBH INPUT @ S.L. r (NI .- N LC Ce U- 2 S x a D ..--i r/ m 2 0 FIXTURE TYPE WATER CLOSET (FLUSH TANK) WATER CLOSET (FLUSH VALVE) URINAL MODEL 2168.100 o O_ N F- Q 0355.034.020 30000-S 49300 32200 -SD -11 O O Y N S19214DC O CD co C LL 2 AMERICAN STANDARD AMERICAN STANDARD I- LL AMERICAN STANDARD JOSAM JOSAM JOSAM 0 CHICAGO FAUCET BRADLEY AMERICAN STANDARD DESCRIPTION WATER CLOSET -TANK TYPE, PRESSURE ASSIST WATER CLOSET (ADA) -TANK TYPE, PRESSURE ASSIST SERVICE SINK LAVATORY (ADA) FLOOR DRAIN FLOOR SINK AREA DRAIN AREA DRAIN HOSE BIB EMERGENCY EYEWASH URINAL - ADA PLAN CODE to u) J E o L.L. c(f)o LL Q o F-" m S W cc PLUMBING FIXTURE CONNECTION SCHEDULE REMARKS (1) (2) (3) (4) (5) (6) (7) (8) CO U C CV O O COMB. AIR INLET (IN. DIA.) O (1) 2" MINIMUM VENT BELOW GRADE. (2) 2" MINIMUM WASTE BELOW GRADE. (3) PROVIDE SHOCK ARRESTOR ON COLD WATER SUPPLY W/ ACCESS DOOR. (4) ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. HOT WATER O Z ap i (V CV CV In co COLD WATER CV .r.- d (V CV N 4 VENT (1) N N N N N 'N1 'C 0 co SOIL OR WASTE I- d N Cu r r N Co CO MIN TRAP SIZE N co O MAX MBH INPUT @ S.L. r (NI .- N LC SYMBOL S x a D ..--i r/ m 2 0 FIXTURE TYPE WATER CLOSET (FLUSH TANK) WATER CLOSET (FLUSH VALVE) URINAL 7- 0 0 a Z IMOP SERVICE BASIN 0 GAS DOMESTIC WATER HEATER SCHEDULE REMARKS (1) (2) (3) (4) (5) (6) (7) (8) (1) SET MAXIMUM HOT WATER DISCHARGE TEMP. TO 140°F. (5)PROVIDE GAS PRESSURE REGULATOR UPSTREAM OF UNITS. (2) ET -1. EXPANSION TANK; SEE PLAN FOR SIZE. (6) PROVIDE SPARK IGNITION. (3) FACTOR INSTALLED T&P VALVE. (7) UNIT SHALL BE ASHRAE 90.1-2004 COMPLIANT. (4) PROVIDE MFR. CONCENTRIC VENT KIT. (8) COORDINATE SPECIAL FLUE REQUIREMENTS WITH MFG. VOLT/ AMP i Ui) CV O O COMB. AIR INLET (IN. DIA.) O M Z O Z ap LINE SIZE (INCHES) Z " O" o W 0 In co CD INSTALLED -J LL TOTAL CAPACITY GPM MAX. GAS PRESSURE (IN. W.C.) Lf) O 4 MIN. GAS PRESSURE (IN. W.C.) O us; Z 3/4 NPT Z Z 0 0 co Q 0 GAS TYPE NATURAL Q 11 co 0 CO ENERGY FACTOR (EF) N co O MAX MBH INPUT @ S.L. O O r MIN. MBH INPUT @ S.L. LC 6) S x a N `Z 2 2 0 H STORAGE CAPACITY (GALLONS) Q Z INSTALLED MODEL 0 LL 2 SERVICE ! LOCATION DOMESTIC! MECH RM. MODEL Z 0 6 1.- 0 0 0 STATE LL 2 PLAN CODE 7 S 0 BACKFLOW PREVENTER ASSEMBLY SCHEDULE REMARKS M Co Ln (1) COMPLETE ASSEMBLY WITH VALVES, FULL LINE SIZE. (2) PROVIDE FUNNEL WITH FULL SIZE DRAIN TO FLOOR DRAIN OR TO EXTERIOR OF BUILDING. OPTION TO PROVIDE SHUT DOWN DEVICE. (OBTAIN APPROVAL BY CODE AUTHORITY) (3) REFER ALSO TO DETAIL. N ,7 MIN. FUNNEL DRAIN SIZE U) N PRESS. DROP (PSIG) O LINE SIZE (INCHES) Ln OUTLET TEMP. °F QUANTITY In co INLET TEMP. °F INSTALLED MODEL TOTAL CAPACITY GPM M MFR. N 4 MODEL LF825YA EMERGENCY EYE WASH CZ FEBCO LL MFR. SYSTEM DOMESTIC WATER MODEL W HORIZONTAL REDUCED PRESSURE LL - I:1 - J O PLAN CODE 7 d M Q LL m E - THERMOSTATIC MIXING VALVE SCHEDULE ASSE 1 REMARKS STANDARD co Co Ln (1) LOCATE IN ACCESSIBLE LOCATION OR PROVIDE ACCESS DOOR. (4) ALL MIXING VALVES TO HAVE CHECK VALVES ON BOTH HOT AND COLD SUPPLIES. SOME UNITS HAVE INTEGRAL CHECK VALVES. VERIFY (2) SERVES MULTIPLE FIXTURES. EACH LOCATION HAS CHECK VALVES. (3) FOR EMERGENCY FIXTURES. UNIT TO COMPLY WITH ANSI STANDARDS. PROVIDE WITH LOCKING STAINLESS STEEL ACCCESS CABINET, (5) PROVIDE THERMOMETER DOWNSTREAM OF MIXING VALVE. TEMPERATURE GAUGE, LOCKING BALL VALVE UPSTREAM OF UNIT ON BOTH COLD AND HOT SUPPLIES. (6) PROVIDE WALL MOUNT ACCESSORY. LC) ,7 v CO N N O O CD e - OUTLET TEMP. °F Lo O In co INLET TEMP. °F in U) TOTAL CAPACITY GPM M O N 4 SERVICE LAVATORY POINT OF USE EMERGENCY EYE WASH INSTALLED MODEL MFR. MODEL 1.1.- LLL LL - J J O p CD ti r- M Q E - CZ LEONARD LEONARD LL IPLAN CODE N > > 2 2 H I- W W w O _ F- W =U cmc Wdui WWo =Z¢ F5z LLZ= 0 W LL } W O aa- w�� zow IC • W ��r y- 7O Z = ¢ O CD } F- � OF-� v o w Z 0 �a-� �=a HLL W O 0ZQ U � Z W Ill X ¢ LL U- 0 O O ui F - wZS 2 v 0J • W¢ z• ~0 w m ¢ w • 0 W 0 Z w Z C7? -'ZOO 0 w w w a=w2 LL _ _ � LL0 D CC O U • O C ww_0 Z = Z W O F- Z0o0 = L. w Z w g d = O 0 LL O 0 22 Z m O• oc w 00 =z� -•w YOzz 0>"wo w LL o O OW SCO O w w - �> LU �F-• ¢(W 2UiU w�02O Z ¢ O O H LL w w ao� o�Q� 0 z 00 `" • cn � U � w woz IE 0adO�ww 1 '1Z2�b'W fiL?��d�W - a6H `1N -SW - trI.0b1.899\seIid leoo-11sluawnoothizHvW\:o VW PO:9 L.: L L 51.OZ/9 L/6 •out `dnoaD }uawa6eueW oiuoToai woad luesuoQ uawluM maim pasopos!Q JO `pasty `paleo!IdnQ a8 TON Ae j puy aeub!saO eqj Io )IaoM pausiigndun puy leu!b!Jo ammsuoO u!eaeH buueaddy leualeW wpm puy sbU!MeJQ OZZITOICOE EE048 03 'abpia anuamy y:8ti lsaM S699 bulpealuo3 leaaua9 3ui 'drag' luawabeuew luawaeuPV1 uopnajsuoD ainpaiipv °Pal gt D!U038 Je6uCH `8R! - seoyues uogem 3RueflV a, 0 Q C O .0) c 0 0 L C, - t 0 0 o CT U 0 60 6 Q 1Y CC Revision Date Revision Log CO co� Issue Title Issue Date 09/11/2015 Sheet Number 0 0 T-1 a W H 0 Z • -� J O w ❑ o: Z 0 Q U- (I) w m co >- w JZ LL w ww L Q J ❑ Et w� w • UJ • ❑ Q • 0 1.99 LU a° Q. w 0- z J w W< f— CO LU f— J I— D _5DZ u)d o+ w� oa �° Lu z ww ❑P U- O cc 0 jz < - <z Dow zoo >- z NZ <0 • N 750 GAL (RE: CIVIL DWGS) UNDERGROUND GAS ENTRY. UNDERGROUND WATER ENTRY. 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C.)43; cu 0 To .0) a) c -o U Vo 0 0 Et Revision Date Revision Log 00 2 Tectonic Project Number Issue Date 09/11/2015 Sheet Number 0 0 N a re 1 I4: _1U►C•Ii4' a 1_ 0 U)0 's J> I U)1— 0 m0 1-- w - WW w <a Um > www �Z Q- � EU] ZD c 0 o °<0 2Q a. < 420 ZO 0GC❑ ❑NZ 00 d> Q 2cD0 >J U)W 0 QW❑ OZ E Q 12- CO CL CO ❑WLR W <t� w ❑ 1"WQ DZ LL❑ OCC Wa-w 00 CSW 0 mat 2c Za 0 �Wf- W00 > m 2c m =eco �U V)Q. J -JJ U) a W 2 Q . CL LU C° Qz Z<F" U)2Z -I J V) � °6W J U) O tQ ZQ ❑� - U ZOQ QI OJ ��Q QCL t -J w°) , Ute- O J 2gf- VJ QJZ - - __J 00 0Z- �>< zO Q�� ' 0E- WJU) a_< 0-- �a.a. ��� ,0u) n.0 <a_ 00 J0 =�v 00 CL 00 Z~. 00 ..t> �2<t 0LIJ 0 �t--L� C2I- C) < o ❑viN QIw_- OZ0 YOH >W2 -1I Li uj �W UF -2 co 0 CC Q Z z J J J I W 0 aa_2 �< « K U)CC<t N c7 � r LL a LL (,0 V HUH wl ITN :1 r W 0 w F- 0< Z CO I- g W W J ❑ D D D_ O} W U I,- 1- J 1-- 0 wD Z cc CC ZO 0 w U cc Z cd U O_ w 0< 02 ow a_ cc ° 0 ° a_ ❑ E x ZZt- 0Q CC WJ W >Z Cr h- 0 O 2LU 0> OU cciw 0-)< UNDERGROUND GAS ENTRY. UNDERGROUND WATER ENTRY. UNDERGROUND FIRE ENTRY. BACKFLOW PREVENTER. 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(2) PROVIDE EMERGENCY BATTERY BACKUP. (3) VERIFY ARROW DIRECTION. VERIFY ALL LUMtNAtRE REQUIREMENTS W tTH ARCH TECT PRtOR TO ORDERING. >V. 00 43 I CN O -4. 400 O O MODEL #IBL-48L-WD-LP850 DLC #2GTL-4-48L-EZ1-LP835 #ZL1 N-L48-5000LM-L/LENS-MVOLT-35 K-80CRI-WH #ZL1 N-L96-10000LM-L/LENS-MVOLT-35 K-80CRI-W H #DSXW 1-LED-20C-700-50K-T4M-MVOL T -COLOR PER ARCH #DSXW 1-LED-20C-700-50K-T4M-MVOL T-ELCW-COLOR PER ARCH #AFL-400-CW-120-90-305V-BL-SFB #EXR-LED-EL-M6 #ELM2-LED-SD u_ Q O I- J Q 0 }-- _..J Q 0 I- J LITHONIA Q 0 I- ..J LITHONIA SPECGRADE Q 0 F- J Q 0 I- J Z DEPTH CO ;I' d. 0 M_ (� N r- N_ N (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (V r -- ti (3#12 & 1#12G)314" C MOUNTI TYPE PENDANT @32'-6" RECESSED GRID PENDANT TP +9'-0" OR11'-0"@GSE PENDANT WALL @ +12'-0" WALL @ +12'-0" WALL @ +29'-6" WALL @ +8'-0" O CO ,++, l V J cO LI H 5 I- H I- PER ARCHITECT PER ARCHITECT PER ARCHITECT W I- H -'1 > N- N 277 V N- N- N N- N- N- N Imo- N. N 277 V ti N ti N DESCRIPTION 6 -BAR HIGHBAY LUMINAIRE WITH 120 -DEGREE DISTRIBUTION, 6' CORD WITH TWIST LOCK RECEPTACLE FOR CONNECTION TO CEILING MOUNTED RECEPTACLE, 0-10V DIMMING DRIVERS, WIRELESS CONTROLS INTERFACE, AND SAFETY CABLE 2'X4' RECESSED LED LENSED TROFFER 4' LONG LED STRIP LIGHT WITH DIFFUSING LENS 8' LONG LED STRIP LIGHT WITH DIFFUSING LENS WALL MOUNTED EXTERIOR LUMINAIRE WALL MOUNTED EXTERIOR LUMINAIRE WITH INTEGRAL COLD WEATHER BATTERY PACK WALL MOUNTED EXTERIOR FLOOD LIGHT WALL OR CEILING MOUNTED SINGLE FACE THERMOPLASTIC LED EXIT SIGN WITH WHITE PLAQUE BACKGROUND AND RED LETTERS AND RIGHT OR LEFT ARROW WITH BATTERY BACK UP BATTERY AND SELF DIAGNOSTICS WALL MOUNTED EMERGENCY LIGHTING UNIT WITH LED LAMPS WITH SELF DIAGNOSTICS BALLAST QTY. r c- r- r- r r r- r r- LAMP TYPE 5000K LED PROVIDED WITH UNIT 3500K LED PROVIDED WITH UNIT j 3500K LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT LED PROVIDED WITH UNIT H. 0 r- r r•- CC) t` c') ti c-- r- r•- r- 1- Y 7,c- m U CO Q iii 1 m X X 0 0 cf) o g, C I 0) C th cn o 1. I I I ■ Immo - r� ime C Csi 0 DesignerfContrac C 0) C) Construction a E 03C) a) 0 C 03 C 414NiCC) 41050, i C CJ 0 a, O ao CO CO N 0) CO CO it r Lighting Fixture Schedule ection 3: Interi U4 X U O K Ll. MECHANICAL EQUIPMENT SCHEDULE REMARKS r- TO HARDWIRED ALARM PANEL FEEDER SIZE (3#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (3#12 & 1#12G)3/4" C (3#12 & 1#12G)3/4" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C 0 M_ (� N r- N_ N (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C (3#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)3/4" C (2#12 & 1#12G)314" C (2#12 & 1#12G)314" C (2#12 & 1#12G)3/4" C CO U- 2 mNO(C(C UN N N Lc) N (C N cc) N (C(COOO N N N N N 20 OOOO CNCNCNCN 20 OOOOO N N N N N 20 OOO N N 20 20 O N CIRCUIT r- T"'" O ti C) I.f) Imo- U) M cfl r- CD I` c.0 CC) CO .-- N O CO CC) t` c') ti 0) ti Imo- ti C'r) MI COCQ r- CO 44 CO CC CO CO 70,72,74 co M 18,20 N N 24 26 Co N o£ N CY) .1 -ti c0 CO CO CO N- c- ( r- 07 49 ,- 1.7 M (C U7 to CO r - PANEL MDP r- Cl. r- aa, c"- a r- a_a_a.a.a_ r r r- r- r .-- Cl_ r- aa_a.a_ c- r r P1 r L. r a_a_ r� r CL. e-- a.a_a r r- MDP I r� a.a.a_ r� r- r Cl. r a_ O W CnN (J) 30/3 N 0 Cr) N 0 co 30/2 N 0 co N O co N 0 Cr) N 0 co r- 0 coU a. + Q + 0 STO BUILT-IN 0 F-- u) STO STO STO STO STO STO F 0 H u) Cr) co co OIS STO STO STO 0 I - Cn co CO CO r- Cr) c- CO r- Cr) r C) •- Cr) r- Cr) r- (v) Cr) c- a) CO 0) 0 N. 0 CO - C3) 0 CA 0 0.9 0.9 0) 0 0) 0 0.9 cn O CO O Cr) CO CO 6 CO 6 CO CO 6 6 1" -- CO CV 0) CV 0 U) UCO 2 r UC 4- U) r- Lt) r to r- U) r- 1.0 r� CO r- tt) (C U) t.C) cn d� .- C7 r- £/� CO M r CO r- 1/3 CO r-- (C d` r - PHASE Mc- r- c- c-- c-- r- - "- CO Cr) r- r- r- c-- r- r- r- r- c- c-- r- CO y- r- r r- VOLTAGE C) CO d• GO O N > Co O N > CO O N F > CO O N 208 V 208 V > GO O N > O N r- > Op C) N 208V > O N c- > CO C) N 120 V > 0 N r- > 0 N r- > C) N r- > 0 N c- > 0 N r- > 0 N r- 0 N r- 0 N N. 0 CO .1' 0 N r- 0 N r- 0 0 N N r- V. 0 N c- DESCRIPTION AIR COMPRESSOR AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT AIR COOLED CONDENSING UNIT SNOW MELT BOILER DESTRATIFICATION FAN DESTRATIFICATION FAN EXHAUST FAN ELECTRIC UNIT HEATER FURNACE FURNACE FURNACE FURNACE FURNACE I FURNACE FURNACE GLYCOL FEEDER GAS WATER HEATER SNOWMELT PUMP INFRARED HEATER INFRARED HEATER INFRARED HEATER INFRARED HEATER GAS UNIT HEATER 0 Qa0 F-<0 c t Q ACCO -2 ACCU-3 I ACCU-4 ACCU-5 D 00 00wa0WwD Q D Q r- F N www=ct w I FURN-2 I FURN-3 I FURN-4 I FURN-5 I FURN-6 I FURN-7 u. O�=CtIYIYCCD .>.====_ 'r N C7 c- Cs) CC'.J O c0 CQ OLI CO 0 CN r-- ars CC3 a. 743m E I. C 44C a C) 119. iC9 0 0. a�RRMM CV CO (N N 0 Et E T co CD CO 0 r^ SC 0 a ..xgg 0 LUW LU CCN CO LU ED STRIP LIGHT Other LED 3: C: 4' LONG C8: 8' LONG LED STRIP LIGHT Other 0 J CO CO U) 0 SUM Lighting Wattage: 0 watts mus UJ) 0 a 0 0 CO CO C cm V.Y L.1 (C)' - Cl) .0 E C 0 + C 00 0 U .0 C 0 Ctf - C) 0. E g c '0 5C U U) C 3 C C c E 0 UQ. C C) 0 0 C CO 0 V 8 0 dr+•o c E in 71 ols are labelled 0 U C W 0 0 a) cc C C CC .c- a. Ca. �U L�` W {...0 a a) S C) CC u.,F Manual Control CC 0 C 0 a) C.7 So C CC 0 'emergency areas with 24-hour ope z U a3 Li) CCS f JO CC .0 C) t.) C C 0 a) C) C CP) 0 Cyt 0 U) 2 C 0 etac ca co a7) CCl e; 0 a 0 C) �` CSC) a) CJ +CS U) U CC 0 C C C C U 47 .0 ;�-�i 3) Sj ors that are means o C.' 71 a CC Cil i1 C a) 0 {J) C) CC.1 C E E uminaires, al C 0 3) JC a, J0 C C.) C- O CO C a) 0 0 C J= t a) C.) a U 0 a) C a C) V C en a) C E �' ". C) C) Sc C,) U) :xception(s) . J; Only one luminaire (lamp < 1 ols the area. An occupant -sensing device con of of the nonexempt lighting C C7 v C3" a, C ra Co ;tO '0 C C ra . tU7 0 c 0 3 s 0 0 U U) 0 3 0 ''0 CO "a) o C 'U U .ate a c ti) i •`-. co Cti1 C') h` U`1 time switch), or an astronomical time at least 10 hours 0 SO 0 a a co 0 a) 3 C a) U) S U .0 a 0 C 0 Cv C V U C 0 C) a U C V 0 V 0 C) CC Cs .U) C) 'C3 Co) C .0 -J) ing during loss 01 a, Cd) V C:'XF C .E E C) 0 a C 0 C i) 0 C) U) a, 0 U) C) icacy of 60 lumen! C E C, O O C C+3 Cil 0) CC i 7-60 Cn C E C') V C C) 01 SO .0 3) x G) CC) 0 0 C uce E 0 0 0) C MI MIINNMw11 I 0) "Li 2, ■a a) IIIIIUNI ., LLI O c..?mech_ room. or sleeping unit. pment/'store rooms. restrooms A.. 0 The area is a cord 1 Areas that use < 0,6 Watts/sq.ft, N Is V CP) a U V 0) C L C.) en V a) a a, 1--- U 'c C SO a) a c CCi 3) SC "> C' co co u7 C CC) d�aryy,, 0 C 0 }a. z SE C) p$y fj c _o CC 0 C 0 C. a a 0 C) ' �) a) 3 V C) CCS 0 '0C Co a) JC .U) V a) '[3 C CC C c to a C Cw� E 0' 0 O O (C) CI C) a C 0 t C:3 CC) C33 CC3 CCF E K0 0 Co to CD 0 C 0 0 U4 security or where ft would endanger 0 C3 X a 0 sC C) 3D C') C CP) entified as suc has been claimed as exempt and cC _C C) C Sc t.7�) 0 0 Ui CNIC4 ■ Emergency egress lighting. C C) 0 C. ) C tis c 0 t th or life safety r designated as required by a he Lighting that is specifi C 0 a C C SC E C 0) 0 0 U) Sc 00) 0 0 C C) C) E LL) 1 71 Spaces where lighting is controlled with occupancy sensors `ection 1: Project Information E Ci- ti) UP) 0 0 O CS.1 1€ V CO CC 1 CC CrlC 3) _U C taa C') CC CSP) So C a. 4u C Ca C a, C3) -650) U) 0 tai '1) Chi CP) CC a) C MV C CC 3 C) SQ 0 , C) V 4) a) U C43 C) 3 E C-) sa C 0 CC 1v . 0 SC N C) wC So C) oiled by motion sensor a C C Sc C7) ..J Section 5: Compliance Statement CD C) d3 C731 a 0 C) C) C 0 0) Ca C CC CSi Q. 0 0 C) C C E C) r}+ T 0 C 01 C fir 5 C 0 CC C CC CI) a) CC [. 01 C 0 SC sensors are installed in o) 0 0 C U a) 0. 0 U) k C 0 3 CO2 a) U, 0 a) U) C. C„) C7' GPS 0 O yUn)� MR 0. a) 0 0 a, U, ( 2 a) C 0 (11CJ.! document is consisten C V a) C U) a) C 0) U) as 0) C 0) Designer/Contractor: C a, C Construction Si on would endanger the safety or security of the room LU C (N a) 5- a) tib E 0 V a) C C) U) CU C C) a) JC Cl) CYi J� U) 95' co St 0) a) U) a '- a a) SC 0 CC a aE a) er calculations submitted wit 0 (C .)C c) a) �C ( C a) C? Cc cc a) J` C C a) CT ti) V C CC C'li) Sc J 3 a E C.) 0 C CC requirements in COMcheck Version 3.9,1 ng Area/Surface Power Calculation Section 2: Exterior Legh C 5- 0 47 a4 t►) zi E C Sc C o i d >. J= CC3 a, CC 3)o 0- Y.•a' CO a). 0 4- rri 0 C0J. _ C 0 2 E 41 ..- to C 3 2 U c a) 10) CCt eh a Ci C C v i ' CC •E `� N�. • 8 0,20 C .0 CEf L),. -0 ° E 0 CEl a) CC CC to LL Q I• t ) ,C0 t.i I 0 00 O t3 1 -43H cc 4 0 UF: a) C CCi St C) C U CCi a, C 0 N .0 :. 9) Ct1 E 0 C Exterior Arear a be controlled by a single controlling device, Contiguous daylight zones spanning no more than two orientations are allowed 71 C CC SC a C �3) U) (C u% is 0 N.- ' _C V 3 0 >„ 9 V C C) C, 9 C{) V Ca) CC Cn C CC CC 0 C 4-+ a 0 Sc 0 C) C 1) C C Cv7 V Z7 C CCi CCJ C) C Sc U 41) C 0 al C E Ira iili '4' E ct 0'- 0 O F.. D n E. E 0 73 C C) O •- C :o .., 0 E w a U E C CFS o 0 .iii ) 0) 0 o O. 0 C '0 C'�) 9 M V t C C) a a. '31 CL Er) Tri SC C C U 0 CPI co CC9 032. C 0 a, r C[ U 0 a 0 U Ise ••.2.. 1,4 C 0 01 tai CC V 4P) Sc E 0) a N CSS 0 N Do cc)) CLC'x Cd R .^ in LC) C 0 C a UI rd as E 0 SO C Cli C1 C 0 as a SC t'"'u K C tat as C7 C) (C Ca Tradable Watts' C1) rCti a C/)) co tC CC C U' Cl CC a W a C C) 0 C a) al Allowed Watts rorty compliance has a control device inde o be exempt CC U CC 11) C Total Allowed S Q. CC SD P C 0_ C EC) C a) 0 CD 0 '- etween tradable areas.;:surfaces. C Sc slc lighting, nonvisual lighting, under-sheificabinent lig ) as 1 U C C Sc 0) C CC '5 17i 10 C 2 cb U U c 4) C itS C CC U C C) CU U CC U) g) E C C) C Cc, a CC a a C C CLi 47 rC c� C) V a C U a) C'd U�3 a) U) i C) C a) F;) C.)) t) 0 it) I a) co �: C Lu -5 CC a. a) C) 0 LIJ X o 0 0 LIQ., asled luminaires (No single -lamp ballas a CC C t C 0 V 3 C C•C !�- C Lamp C Ballast 1- a LU CC .0 0 C�p •Y ` Co SC C 0 Ci) CCS : Tradable Wa .0 V 0 0 0 N C 0 C E 0 Ct7 C .Cf) U) C U o N (S.) `d "It 0 d' T Cr, C') MOUNTED EXTERIOR 1 Other LED 1:AA: WAL N Sc cr 0 cc LU C F- a J J a J continuous, or surfaceipendant 1 :1 1 LED 3: BB: WALL MOUNTED EXTERIOR FLOOD 0 t5 V C�@ 'SAS 01 C) C 0 C RIOR / Other 417 CO H Sc t) C a) F- 4.4 Q) 4) 4 0 0 0) C C) ew.it Ui C SD CO C C') +--^ CO +r- 0 0 cc0 LU Z 40 2 � V CD LiJ .J ng: (E): EXISTING ,= Othe U C a as C) C'Cf C)F '3) U C Caf CC C 5- SC 0) a C C) U) 'C C 0 C ft 0 Co -476 C: .0 3) C 0 0 II Total Tradable Proposed Section 4: Requirements Checklist Section 5: Compliance St . CD Ct) C 0 Cd U U a) a U) U) C a C) C SD .0 C1) Jv 3 a) U, .U, a CJ U) wa C CU SO 9C C a) C W > C ai C) C SC qC, �My W U, a. //0�.+� � b b� CU .0 amp fiance Statement: watts. Across a 1 {ten 0 i(MC 0 "0 Cn (41 rt 40 a 17) 3 E 0) 31 Ca e6 rtiC,1) CPS o Q 4' o "- tE 0 CO 4-9 al e 0 t a a) 0 1) ra 8 .0 C 1 t!) C U) Cti U UJ 0 C'1 a) Cl E a) C r) U, '0 CU a) C a) J0 U) Cti C a) U) >4+ U a) Jc C a) a) 1... CE 41) C U, C CC) C- C) >•. 0. 13 c (i Cu 8 0 a 03 Pr) T dw,r .viv o r,j o ci) .Era' Wi Z 0tv D C ret z C .0 Controls, Sw IGHTING TAKE-OFFS,cck U C Sc CSS C) CC r CO CO CL) CD O C*) w3 CC �- a- cc ac\Lighting Calcs\LIGHTING TAKE-OFFS,cck a _Cr IGHTING TAKE-OFFS.cck CC C) C O co Co U Y. vz0 W W S F- F- CC w = W 0 =F -w ¢w m� CC O w J W Q N Z 2 ER 3 0) o wwr=- F-05¢ z� Owu yw0 F- HF- a0o Z � z IJJ F' zcw "<•Zaww aw W Z w� Q�z ��o H Z¢ O 0 ?-FS--Z §o OI-� U (~�Z warn cr maw C- a 2 H X F -W LU O 0 (1)Z uza U O w z w �w< LL_ C] 0 O ui FCS W wzQ g�v 0 < Z ~ g _y0 wm- cc cc < w w LU c~�ZZZ SOC Z n.=W� cn F I- �ow0 0 >(C_ cc LU Zofj z O O Q = w CI)w 2 O a LL O U F Z cc w C O S z CC F. _w O Z O } LL o ( UJ UJ C CC, �o°F' LU W - Z �> Q w zo(CC 0 Z W u Z zaOOF' W Ow W W 0WWF� occ ov cccn O 0 OU Y Z azEcn vxi>FCCw Lu 0 w w Z O<aOw 'aNv1JNId8 fi1,21 d3W - a6H `112:1 -SW -171.OVI,899\salld 1ina8 leoo-l\sWuawnooa\CJNV10NId8Vo Wd 6Z:65O I, SI-OZ/91-/6 .oul `dnaG Tuawe6euelN oluop e' Wald }uasuo3 uaI!JM lnoLl4!M pesolos!a.r Jo `pasty `pa4eo!idna a8 ION AeW puy Jaub!saa )iaOM pegsggndun puy leu!bpo aln1!}suoa uieiaH buueaddy le!aaTeW uanpm puy sbuImeaa Ily BZZI'EOti'£OE £6008 03 'abpia aeayM anuand quo isaM S699 buipequo3 penuag qui }uawa6euew luawabeuew uoi}anuisuop Di � 0�J1�� a�n�aaiy�� Consultant W V 70 aeBueH A}iti - sa3uuag uogeind oguegb 0 cD 0 0 o -0 TD a EEO O Revision Date J 'y co .a > 2 Tectonic Project Number Issue Date 09/11/2015 Sheet Number 0 0 gr•• W W J=¢ cc w 0Zj aul `dnoao luewe6euen aluopael woad }uesuo0 ualluM lnoutlM pasolasla JO `pasty `pateo!Idna a8 ION Awl puy aaubisaa eta 10 NaoM paysygndun puy leu!bp0 atntitsuoD ulaaaH buueaddy leuatew uanum puy sbuImeaa IIV BZZLtOVEOE EE008 03 'abpia leagM anuany ;saki 5699 6uil3quo3 leJaua9 3ui +dnoab luawabeuew pawa6eum uopruisuo3 010a1 ainpaijq iy Consultant `11" Cie% Lu V DO To • • 1 ww� as6UBH - se3inaOS uoi4e!nd 3RusRd i iN��1=o U) C) 0 a Revision Date O .; a co cz o2 U c a) E O U O 0 Issue Date 09/11/2015 Sheet Number ALL CONDUCTOR SIZES INDICATED ARE COPPER. U) LL W H U LL aW a_ a. 0 H W -J U) C) 0 a - U) < (w Z V ) O OU U° <H - V/ vJ Z z w0 HH UJ --� HJ Q Q UH OCO J z N DRY TYPE TRANSFORMER SCHEDULE 480 VOLT, 3 PHASE - PRIMARY 208Y/120 VOLT, 3 PHASE, 4W - SECONDARY O.C. FEEDER P AMPS ' O"C. FEEDER S GRD. PROTECTION O rROTECTION ELECTRODE n 25 (3#10 & 1#10G)3/4"C. 42 50 (4#6 & 1#8G)1"C. #8 CO 1* U ;1- r r Ca co 06 co lt 0 CD 1- ..1 - CO -Co V CD O o6 colqk U) 70 1 (3#4 & 1#8G)1"C. i 125 j 150 (4#1/0 & 1#6G)2"C. #6 125 (3#1 & 1#6G)1 -1/4"C. 200 225 (4#4/0 & 1#2G)3"C. #2 175 (3#2/0 & 1#6G)2°C. 312 350 (4#500KCMIL & 1#1/0G)3 -1/2"C. #1/0 225 (3#4/0 & 1#4G)2 -1/2"C. 415 450 2[(4#4/0 & 1#1/0G)3"C.] #1/0 350 (3#500KCMIL & 1#3G)3"C. 625 700 2[(4#500KCMIL & 1#2/OG)3-1/2"C.] #2/0 450 1 2[(3#4/0 & 1#2G)2"C.] 831 900 1 3[(4#350KCMIL & 1#3/0G)3 -1/2"C.] #3/0 750 2[(3#500KCMIL & 1#1/0G)3"C.] 1385 1600 1 5[(4#400KCMIL & 1#250KCMIL-G)4"C.] #3/0 NOTES: a. GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66 OF 2014 N.E.C. b. EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE 250.122 OF 2014 N.E.C. c. SUPPLY SIDE BONDING JUMPER SIZED PER 250.102 OF THE 2014 N.E.C. d. CONDUCTOR SIZES BASED ON COPPER. CI. Q `Zd Y LL Y CO r F- co M N F- T3 45 54 Cr) LC ) P- Fes-- r FF- CO CO r F-- CD LC) N FF- CD CO CD FF- CD CD C D l FF - 2 W O H U >- rx CO 0 ❑ - Z co O 0 ren V aw LL ❑ W U) ❑w WU �w J 1- wU OH 2O we et a_ L • r w I z w Z -U) ZD Fra Ow O� UTILITY METER 2 ❑ a. CO n_ ❑ >- 0 cc Et WW Z2 w� (1)O 0coz U< JI-' 0 F- N_ O M •q - c`\ -1 U N_ O co 4t d' N II II 0 ae5 W J W Z 0 U W J W FAULT CURRENT SCHEDULE ~ (. 33,360 1 MEI 0 aa) M 29,469 I MEM <- ,y, 4,856 1 N r d' r CO r 0O r ca co t N c g�D OO N O M N co d• co I Cu V O d• C) d• d' CO d' CO d• O Lf) N Lf) LC) LC) 4 00 Lf) t0 N CO d' CO CO CO CO CO O ti c 4k O It CO ti J M C) O O It CD CO N CO d' CO CO CO CO CO N N 0) d 0) CD O) 00 CA O O r N O r 500.0 CD O r CO O r Ln CV N r r d r r (0,_ r CO r 480 - 0 co 480 208 208 TOTALS DEMAND LOAD: 85205 VA DEMAND CURRENT: 237 A SPARE CAPACITY: 163 A PANEL CAPACITY: 400 A Xcel Energy Utility Xfmr MDP TX -P1 XFMR PRIME CL' 2 LL X a H a REC EXTERIOR ❑ Q - N M ct Lf) cD PANEL: P1 AMPACITY: 400 A NEUTRAL BUS: 100% MOUNTING: SURFACE AIC RATING: 10,000 AIC GROUNDING BUS: Yes ENCLOSURE: NEMA 1 VOLTAGE: 208/120 Wye MAINS TYPE: MCB FED FROM: TX -P1 MCB RATING: 400 A LOCATION: Elec. 111 ~ (. N V Co CO O r N r d' r CO r 0O r O N N N t N CD N OO N O M N co d• co CO co CO co O d• N d' d• d' CO d' CO d• O Lf) N Lf) d' Lf) CO U) 00 Lf) O CO N CO d' CO CO CO CO CO O ti N N- d- N- CO ti CO N- CD CO N CO d' CO CO CO CO CO O CA N 0) d 0) CD O) 00 CA O O r N O r ct O r CD O r CO O r O r r N r r d r r (0,_ r CO r O N r N N r d f.,,'' r CO N r SPARE TOTALS DEMAND LOAD: 85205 VA DEMAND CURRENT: 237 A SPARE CAPACITY: 163 A PANEL CAPACITY: 400 A [1] PROVIDE LOCKABLE CIRCUIT BREAKER. DESCRIPTION REC SE HANGAR REC SW HANGAR REC W HANGAR REC E HANGAR REC N GSE STOR 127 REC S GSE STOR127 REC EXTERIOR ❑ ,-- W i FURN-1 FURN-2 FURN-3 FURN-4 FURN-5 CO Z LL FURN-7 r T- = U r W NORTH SIGN SOUTH SIGN BOILER IT OUTLET IWEST OHD EAST OHD W GSE OHD N GSE OHD SGSEOHD GSE OUTLET i i �- CO ' N 0 r ' RP1 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 1 r r ..... 1 1 r N CO U r r r r r r r r r r r ...... T I I CD r M i i CO i I M i 1 r r r r r r r r r r r r r r r r r r r r r r r r r r m (,) CD O CD CD CD N N N N N CD N CD N O N O N , ' CD CD CD N N N CD N CD N CD N CD N CD N CD N CD N CD N CD N CD C`') CD N CD CD N N CD N CD N CD CD , ' ' N ' 1 O N , ' , ' CD N CD N CD N CD N CD N CD CD CD N N N CD CD N N CD CD CD CD N N N N CD N CD N O N CD CD CD CD N N N N CD CD N N CD N CD N CD N ~O r N 000 00 r N Lf) Cd N CO e- CDOD CDCOOO CO OCD N M r LC) CD 0 CD e- CD 0CADO r CD Lf) O Q O O O 183432 VA O O 64930 VA 17510 VA O O O CO 2445 O 29653 VA CD 900 O CD CO CD CD 0 29653 900 N Lf) r CD CD CD CD O 1550 O 1550 O 1550 O CD LO e - O 1550 o 0 0 n N 0 CD CD O _ N 0 DEMAND LOAD 23880 VA 43815 VA 17510 VA co O CN r co O CN e- m COO CD co CA COC r CD CD CD O C O CD O CD 00 N CD e- CD � LO DEMAND FACTOR CD 00 O O N r 102.94% CO O a 1467 O 2445 O O O O 11871 O O C'7 1-. 0 M O 30183 VA 0CD 0) CD O CD O CO co CD C)) CD C)) 00) 0 CD CO Q Lf) r O LC) r 97113 VA •ct N Lf) r O r N Lf) r O r Lf) r N CO r O O O N cO r O O N CO r O O DEMAND FACTOR 09- O CD r a OR CD r 0 01 CO O a 180 180 1080 750 OCA O CD CONNECTED LOAD N. 19810 VA 63076 VA 1900 1500 O LO r 15760 I 307 CO O O O O O O O O 32103 VA CD CD CO 00 O O r r CD 00 O r CD CO O CD CD o O r CD CO O- r•,-, - •• col i - _ • i . i CD Lf) Lf) M i CD LO 141 r M i O Ln LC) r M i CD LO Lf) r M 1 CD O Q �- O O O i 11 O O 1 O 1 1 CONNECTED LOAD 23880 VA 43040 VA 25020 VA 1 1 1 i m UNNNNNNNNNNNNCNNNNNNNN O O O O O O O O O O O O O O O O O 0 0 0 • - • • - • - • LC) N , ' tf) N , ' LC) N , ' LC) N , ' LC) N , ' LC) N , ' LC) N , ' CD CD O NNNNNNNNNNNNNNNNNNNNN CD O CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD TOTAL CONNECTED LOAD: Equipment r r r r r r r r r r r r r r r r r r r r U) r N. r O r N N N N N i N i N I N i N I N I N I r r r r r r r r ..... CO CO CO r r r r r r r r N DESCRIPTION REC STORAGE A 101 REC OFFICE 102 REC OFFICE 103 REC STORAGE B 104 REC OFFICW 105 REC OFFICE 106 REC STORAGE C 107 REC OFFICE 108 REC OFFICE 109 REC IT QUAD REC IT & ELEC REC LIMO 1 112 REC LIMO 2 113 REC LIMO 3 114 REC RRS HALL MECH REC STORAGE D 119 REC OFFICE 120 REC OFFICE 121 REC STORAGE E 122 REC OFFICE 123 REC OFFICE 124 REC STORAGE F 125 I REC OFFICE 126 REC OFFICE 127 r N __ X CO _ Cr ,:r = LY r ❑ U Q I ACC U-2 I ACC U-3 I ACCU-4 I L.() ❑ U d I ACCU-6 I ACC U-7 I FACP [1] GF -1 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE LOAD CLASSIFICATION Equipment Motor Receptacle Yr U M O r CO r Lf) r t` r CA r r CO LC) N N N N- N CA N r co CO co Lf) co N. co CA co r d• CO d• Lf) d• N. d• C3) r d• U) MLC) Lf) Lf) N. Lf) C3) Lf) r- Co CO Co L1) co N. Co CA Co r F` CO ti Lf) N- N. N. CA N- r co C'r) CO Lf) N. CA Co CO CO r Cr) a) a) U) ice- CA r a) CA O) O CO O In O N- O CA r M Lf) O cr- N- 0) - M LC) PANEL: MDP AMPACITY: 400 A NEUTRAL BUS: 100% MOUNTING: SURFACE AIC RATING: 35,000 AIC GROUNDING BUS: Yes ENCLOSURE: NEMA 1 VOLTAGE: 480/277 Wye MAINS TYPE: MCB FED FROM: MCB RATING: 400 A LOCATION: Elec. 111 ....... 0 N �t COCo O r N r d- - CO r CO r CD N N N d- N CO N CO N CD CO N M d' CO CO CO CO CO O d N t d V' CO 't r CO d' CD U) N Lf) d" Lf) CO L1) CO U) CD CO N co V' CO CO Co CO CO CD tom- N ti d' h CO N- CO N- O CO N CO d' 00 TOTALS DEMAND LOAD: 290635 VA DEMAND CURRENT: 350 A SPARE CAPACITY: 50 A PANEL CAPACITY: 400 A DESCRIPTION LTG NW CORNER LTG SW CORNER I LTG N CENTER LTG S CENTER LTG NE CORNER LTG SE CORNER LTG W OFFICES & STG LTG ELEC IT LIMO RR LTG E OFFICES & STG LTG GSE STORAGE EXTERIOR LIGHTING TX -P 1 ,, 5M z INV2 I z SPARE SPARE SPARE SPARE SPARE SPARE I I SPARE I SPACE I SPACE I SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE Cl. r e- r r r r r r r r r CO ' ' r r r r r r r r r r ' ' ' ' ' ' ' ' ' ' 1 1 1 1 1 1 , 1 CO U N O O O O O O N N O O T I I CD CD CD CD CD CD CD CD - CD . r I I I I I I i I I I I I i I I I I (.) rn N rn r a e- CO N CD o CD CD CD O o O o 98140 VA I N ej N ~O r N 00 r N Cd N CO e- CO N M e- CO OCD N M r CO OCD N M r O O O O O DEMAND LOAD 183432 VA 24763 VA 64930 VA 17510 VA CO 2445 1467 O CD CO 1905 29653 N Lf) r CD O O O O O O O 96085 VA n N O _ N O _ N co a) N CO r co O CN r co O CN e- co CA COC r CD CD O O O O O DEMAND FACTOR o CD O O r 00 O O N r 102.94% \ CO CA a 1467 2445 I 1032 11871 C'7 1-. 0 M 252 I O O O O O O Q O 97113 VA •ct N O r N O r N CO r N M r N cO r N CO r O O O O O O O CONNECTED LOAD 183432 VA 19810 VA 63076 VA 25020 VA Q. col i M i i M i I M i I M i i M i 1 M 1 I,- r - i 11 1 i 1 1 1 1 1 i 1 1 1 i 1 11 DESCRIPTION HGR DOOR •-• r U ..- a_ 'S T , , NW SPECIAL RECEP , , SW SPECIAL RECEP , , NE SPECIAL RECEP , , SE SPECIAL RECEP , SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE f TOTAL CONNEC LOAD CLASSIFICATION Equipment Lighting Motor Receptacle 0 r M in N- Q r r CO r U) r N. r O r N N N N N co M Cu} M M d• �• d• �' d' Lf) LMC) LIC) Lf) IL) CO CO CO CO CO N- ti N. 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