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HomeMy WebLinkAbout19-0477 2152 Village Park Ave Job Site Plans CALCULATION PACKAGE Dr. Boehme Twin Falls, Idaho I// O R1'AN I-nF� Feb. 1, 2019 SUBMITTED BY ASPEN ENGINEERING, INC. JOB SITE PLANS Plans must be on Job Site for all inspections ASPEN ENGINEERING, INC. 10727 N YELLOWSTONE HWY. IDAHO FALLS, IDAHO 83401 208-542-1911 PROJECT NAME: New Dentist Office- Dr. Greg Boehme PROJECT#: 2018.042 CLIENT: Greg Boehme DATE: 1/31/2019 CRITERION: CODE: 2015 International Building Code (IBC) ROOF LIVE LOAD 25 PSF GROUND SNOW LOAD 15 PSF ROOF DEAD LOAD 10 PSF WIND LOAD 105 MPH EXPOSURE B SEISMIC ZONE B FROST DEPTH 24 INCHES SOIL BEARING CAP. 1500 PSF FLOOR LIVE LOAD 100 PSF FLOOR DEAD LOAD 20 PSF DECK/PATIO LIVE LOAD N/A PSF DIMENSIONS a 15 FEET b 3 FEET c 49.67 FEET d 90 FEET e 64.67 FEET f 8 FEET g 1 FEET h 14.75 FEET i 1 FEET h 8 FEET j 2.79 FEET k 14.83 FEET 4.5 FEET 10 FEET 4.5 FEET 15.83 FEET 2.79 FEET 1.5 FEET 19.83 FEET 1.5 FEET 5.17 FEET perimeter of Bldg = 338.33 feet PERIMETER FOOTINGS 24.00 INCHES WIDE area of Bldg = 6020.00 s.f. CALC. LOAD 1082 PSF OK ALLOWABLE LOAD 1500 PSF ROOF SHEATHING 5/8" EXT. RATED SHEETING NAILING 8D EDGE FIELD 12.00 JOB SITE PLANS Plans must be on Job Pagel Site for all inspections PROJECT: Dentist Office PAGE: 2 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO.: 2018.042 DATE: 02/01/19 REVIEW BY: JRL Wind Analysis for Low-rise Building, Based on ASCE 7-2010 INPUT DATA Exposure category(B,C or D,ASCE 7-10 26.7.3) C Importance factor(ASCE 7-10 Table 1.5-2) Iw = 1.00 for all Category Basic wind speed(ASCE 7-10 26.5.1 or 2012 IBC) V = 105 mph Topographic factor(ASCE 7-10 26.8&Table 26.8-1) Kit = 1 Flat Building height to eave he = 10 ft Building height to ridge hr = 23.5 ft Building length L = 90 ft B Building width B = 65 ft Effective area of components(or Solar Panel area) A = 10 ft2 DESIGN SUMMARY Max horizontal force normal to building length,L,face = 33.84 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 19.66 kips Max total horizontal torsional load = 240.55 ft-kips Max total upward force = 96.82 kips ANALYSIS Velocity pressure qh=0.00256 Kh K:t Kd V2 = 24.48 psf where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,pg 299) = 0.87 Kd=wind directionality,factor.(Tab.26.6-1,for building,page 250) = 1.00 h=mean roof height = 16.75 ft <60 ft,[Satisfactory] (ASCE 7-10 26.2.1) <Min(L,B),[Satisfactory] (ASCE 7-10 26.2.2) Design pressures for MWFRS P=qh[(G Cyr)-(G CPl)] where: p=pressure in appropriate zone.(Eq.28.4-1,page 298). Amin= 16 psf(ASCE 7-10 28.4.4) G Cp r=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G Cp i=product of gust effect factor and internal pressure coefficient.(Tab.26.11-1,Enclosed Building,page 258) = 0.18 or -0.18 a=width of edge strips,Fig 28.4-1,note 9,page 301, MAX[MIN(0.1B,0.1L,0.4h),MIN(0.04B,0.04L),3] = 6.50 ft Net Pressures(psf),Basic Load Cases Net Pressures(psf),Torsional Load Cases Roof angle 0 = 22.56 Roof angle 0 = 0.00 Roof angle 0 = 22.56 Surface Net Pressure with Net Pressure with Surface Net Pressure with GCpr (+GCpi) (-GCPi) GCpr (+GCpi) (-GCPi) C'Cpr (+GCpi) (-GCPi) 1 0.54 8.76 17.57 -0.45 -15.43 -6.61 1T 0.54 2.19 4.39 2 -0.46 -15.67 -6.85 -0.69 -21.30 -12.49 2T -0.46 -3.92 -1.71 3 -0.47 -15.85 -7.03 -0.37 -13.47 -4.65 3T -0.47 -3.96 -1.76 4 -0.41 -14.56 -5.75 -0.45 -15.43 -6.61 4T -0.41 -3.64 -1.44 5 0.40 5.39 14.20 Roof angle 0 = 0.00 6 -0.29 -11.51 -2.69 Surface Net Pressure with 1 E 0.77 14.49 23.31 -0.48 -16.16 -7.35 C'Cp r (+GCpi) (-GCPi) 2E -0.73 -22.22 -13.40 -1.07 -30.61 -21.79 5T 0.40 1.35 1 3.55 3E -0.65 -20.30 -11.49 -0.53 -17.38 -8.57 6T -0.29 -2 AR -0.67 4E -0.60 -19.08 -10.26 -0.48 -16.16 -7.35 5E 0.61 10.53 19.34 6E 1 -0.43 1 -14.94 1 -6.12 3E 3 2 2 2E 3 2 2E 3 2E 3E 3E 3 3T 2T 3E q\_ 6 I 4 q\_4T 2E 2 6 f_6T i_4 4E 6 6E-\_ 6 /i4E 4E�_ 6 '/ 6E- _ _i4E B 5 IT 1E5 ST REFERENCE CORNER �E ' REFERENCE CORNER SE REFERENCE CORNER E REFERENCE CORNER SE °�wIND DIRECTION 2° ° WIND DIRECTION ° WIND DIRECTION 2° ° WIND DIRECTION Load Case A (Transverse) Load Case B (Longitudinal) Load Case A (Transverse) Loa Case ongl u lna Basic Load Cases Torsional L ad Cases JOB SITE PLANS Plans must be on Job Site for all inspections Basic Load Case A(Transverse Direction) Basic Load Case B(Longitudinal Direction) Area Pressure k with Area Pressure k with Surface +GC -GC Surface +GC (-GC (�) ( Pi) ( Pi) (ft2) ( Pi) ( Pi) 1 770 6.74 13.53 2 2710 -57.72 -33.84 2 2710 -42.45 -18.57 3 2710 -36.49 -12.61 3 2710 -42.94 -19.06 5 941 5.07 13.37 4 770 -11.21 -4.42 6 941 -10.83 -2.53 1 E 130 1.88 3.03 2E 458 -14.00 -9.97 2E 458 -10.16 -6.13 3E 458 -7.95 -3.92 3E 458 -9.29 -5.25 5E 148 1.55 2.85 4E 130 -2.48 -1.33 6E 1 148 -2.20 -0.90 Horiz. 22.17 22.17 Horiz. 19.66 19.66 Vert. -96.82 -45.26 Vert. -87.61 -41.09 Min.wind Horiz. 33.84 33.84 Min.wind Horiz. 17.42 17.42 28.4.4 Vert. -93.60 -93.60 28.4.4 Vert. -93.60 -93.60 Torsional Load Case A(Transverse Direction) Torsional Load Case B(Longitudinal Direction) Area Pressure k with Torsion ft-k Area Pressure k with Torsion ft-k Surface (ft2) (+GCP i) (-GCP i) (+GCP i) (-GCP i) Surface (ftz) (+GCP i) (-GCP i) (+GCP i) (-GCP 1 320 2.80 5.62 54 108 2 2710 -57.72 -33.84 -72 -42 2 1126 -17.64 -7.72 -130 -57 3 2710 -36.49 -12.61 45 16 3 1126 -17.85 -7.92 132 58 5 397 2.14 5.64 25 66 4 320 -4.66 -1.84 90 35 6 397 -4.57 -1.07 53 13 1 E 130 1.88 3.03 73 117 2E 458 -14.00 -9.97 224 160 2E 458 -10.16 -6.13 -150 -91 3E 458 -7.95 -3.92 -127 -63 3E 458 -9.29 -5.25 137 78 5E 148 1.55 2.85 45 83 4E 130 -2.48 -1.33 95 51 6E 148 -2.20 -0.90 64 26 1T 450 0.99 1.98 -22 -44 5T 544 0.73 1.93 -10 -27 2T 1584 -6.20 -2.71 54 23 6T 1 544 1 -1.57 1 -0.37 1 -22 5 3T 1584 -6.27 -2.78 -54 -24 Total Horiz.Torsional Load,MT 226.0 226.0 4T 450 -1.64 -0.65 -37 -15 Total Horiz.Torsional Load,MT 241 241 Design pressures for components and cladding 3 z z 3 3 z 3 3 z 3 r----� r-i--ram P=qh[(G CP)-(G CPi)1 5 i a where: p=pressure on component.(Eq.30.4-1,pg 318) ° 4 15 s i-Lora` 5 2 _ _ 12 2 1--1-12 i Amin= 16.00 psf(ASCE 7-10 30.2.2) i i i i i i GCP=external pressure coefficient. Walls s z 3 see table below.(ASCE 7-10 30.4.2) Roof s=,° Roof e»° Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area(ff2) GCP GCP GCP I -GCP GCP I -GCP GCP I -GCP GCP I -GCP Comp. 10 0.50 -0.90 0.50 -1.70 0.50 -2.60 1.00 -1.10 1.00 1.40 Comp.&Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative (psf) 16.65 -26.44 16.65 -46.03 16.65 -68.07 28.89 -31.34 28.89 1 -38.69 Note: If the effective area is roof Solar Panel area,the only zone 1,2,or 3 apply. JOB SITE PLANS Plans must be on Job Site for all inspections PROJECT: Dentist Office PAGE: 4 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO.: 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Seismic Analysis Based on 2012 IBC Equivalent Lateral Force Procedure,ASCE 7-2010 INPUT DATA DESIGN SUMMARY Typical floor height h= 10 ft Total base shear Typical floor weight wx= 150.5 kips V = 0.02 W,(SD) = 3 k,(SD) Number of floors n= 1 = 0.01 W,(ASD) = 2 k,(ASD) Importance factor(ASCE 11.5.1) le= 1 Seismic design category = A Design spectral response SDS= 0.136 g hn= 10.0 ft Spi= 0.053 g W= 151 k Mapped spectral response Si= 0.08 g k = 1.00 ,(ASCE 12.8.3,page 91) The coefficient(ASCE Tab 12.8-2) Ct= 0.02 Ewxhk = 1,505 The coefficient(ASCE Tab. 12.2.1) R= 6.5 X = 0.75 ,(ASCE Tab 12.8-2) Ta =C,(h )x= 0.11 Sec,(ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor Height Weight Lateral force(a)each level Diaphragm force No. Name Height hx wX wxhxk CVX Fx Vx O.M. EF; EW; Fpx ft ft k k k k-ft k k k 1 Roof 10.0 151 1,505 1.000 3.1 3.1 151 4 10.00 3.1 Ground 0.0 31 Plans must be on Job Site for all inspections PROJECT: Dentist Office PAGE : 5 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO. : 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Shear Wall Design Based on 2012 IBC/2013 CBC/NDS 2012 Back Wall INPUT DATA LATERAL FORCE ON DIAPHRAGM: Vdia,WIND= 177 plf,for wind W Vdia,SEISMIC- 11 plf,for seismic,ASD GRAVITY LOADS ON THE ROOF: WDL= 384 plf,for dead load WILL- 800 plf,for live load Vase h DIMENSIONS: Lw= 67.5 ft, h = 10 ft F L = 90 ft, hp= 0 ft PANEL GRADE(0 or 1) = 1 -Sheathing and Single-Floor h MINIMUM NOMINAL PANEL THICKNESS = 7/16 in COMMON NAIL SIZE(0=6d,1=8d,2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 EDGE STUD SECTION 3 pcs,b = 2 in, h = 6 in Ve SPECIES(1=DFL,2=SP) 1 DOUGLAS FIR-LARCH T, TR GRADE(1,2,3,4,5,or 6) 4 No.2 STORY OPTION 1= round le Der level 1 ground level shear wall FIL VI A •• LL VLJI 1\ 1LiA I- EDGE DESIGN SUMMARY BLOCKED 7/16 SHEATHING WITH 8d COMMON NAILS SHEAR DESIGN @ 6 in O.C.BOUNDARY&ALL EDGES/12 in O.C.FIELD, 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 46 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 32 in O.C.) HOLD-DOWN FORCES: TL= 0.00 k , TR= 0.00 k (HOLD-DOWN NOT REQUIRED) DRAG STRUT FORCES: F= 3.98 k STUD: 3-2"x 6" DOUGLAS FIR-LARCH No.2,CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = 0.21 in BUILDING ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 0.1 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY Vb= 236 plf, ( 1 Side Diaphragm Required,the Max.Nail Spacing = 6 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min. Blocked Nail Spacing Panel Grade Common Penetration Thickness Boundary&All Edges Nail (in) (in) 6 4 3 2 Sheathing and Single-Floor 8d 1 1/2 1 7/16 240 350 450 585 Note: 1.The indicated shear numbers have reduced by specific gravity factor per IBC note a. 2.Since the wall is blocked,SDPW-08 Table 4.3.3.2 does not apply. DETERMINE DRAG STRUT FORCE: F = (L-Lw)MAX(Vdia,WIND,OoVdia,SEISMIC) = 3.98 k (no = 1 )(Sec.1633.2.6) DETERMINE MAX SPACING OF 5/8"DIA(or 1/2"DIA)ANCHOR BOLT(NDS 2012,Tab.11 E) 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 46 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 32 in O.C.) THE HOLD-DOWN FORCES: Vdia Wall Seismic Overturning Resisting Safety Net Uplift Holddown (plf) at mid-story(Ibs) Moments(ft-Ibs) Moments(ft-Ibs) Factors (Ibs) SIMPSON SEISMIC 11 1080 15390 Left 1737450 0.9 TL= 0 h Right 959850 0.9 TR= 0 WIND 177 159300 Left 1737450 2/3 TL= 0 Jl Right 959850 2/3 TR= 0 1� (TL&TR values should include upper level UPLIFT forces if applicable) 3 7��,77 A ABending+Ashear+ONaii si,+OCh-d ph- slip = 8vhh +Vbh+0.75he +hd, _ 0.207 In,ASD < EALw Gt Lw Sxe,allowable,ASD= 0.429 in Where: Vb= 236 plf,ASD Lw= 68 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8.6) A= 16.50 in` h = 10 ft G= 9.0E+04 psi CO= 4 1= 1 t= 0.221 in ep= 0.013 in,SD da= 0.15 in,SD (ASCE 7-10 Tab 12.2-1&Tab 11.5-1) CM= 1.0 Aa= 0.02 hsx (NDS 4.1.4) ASCE 7-10 Tab 12.12-1 CHECK EDGE STUD CAPACITY Pmax= 18.73 kips,(this value should include upper level DOWNWARD loads if applicable) Fp= 1350 psi CD= 1.60 Cp= 0.38 A=J®.8 SITE PLANS E= 1600 ksi CIF= 1.10 F�= 894 psi > DI fp= 757 psi [ atisfacl6r�n$ must be on Job PROJECT: Dentist Office PAGE : 6 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO. : 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Shear Wall Design Based on 2012 IBC/2013 CBC/NDS 2012 Left Wall INPUT DATA LATERAL FORCE ON DIAPHRAGM: Vdia,WIND= 285 plf,for wind W Vdia,SEISMIC- 23 plf,for seismic,ASD GRAVITY LOADS ON THE ROOF: WDL= 138 plf,for dead load WILL= 575 plf,for live load Val � hp --------------------------- DIMENSIONS: Lw= 50.77 ft, h = 10 ft F L = 64.67 ft, hp= 0 ft PANEL GRADE(0 or 1) = 1 -Sheathing and Single-Floor h MINIMUM NOMINAL PANEL THICKNESS = 7/16 in COMMON NAIL SIZE(0=6d,1=8d,2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 EDGE STUD SECTION 2 pcs,b = 2 in, h = 6 in Ve SPECIES(1=DFL,2=SP) 1 DOUGLAS FIR-LARCH T, TR GRADE(1,2,3,4,5,or 6) 4 No.2 STORY OPTION(1=ground level,2=upper level) 1 ground level shear wall LW Thy DESIGN SUMMARY BLOCKED 7/16 SHEATHING WITH 8d COMMON NAILS @ 3 in O.C.BOUNDARY&ALL EDGES/12 in O.C.FIELD, 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 30 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 20 in O.C.) HOLD-DOWN FORCES: TIL= 0.00 k , TR= 0.12 k (USE HDU2-1/4x2.5 SIMPSON HOLD-DOWN) DRAG STRUT FORCES: F= 3.96 k EDGE STUD: 2-2"x 6" DOUGLAS FIR-LARCH No.2,CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = 0.25 in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 0.2 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY Vb= 363 plf, ( 1 Side Diaphragm Required,the Max.Nail Spacing = 3 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min. Blocked Nail Spacing Panel Grade Common Penetration Thickness Boundary&All Edges Nail (in) (in) 6 4 3 2 Sheathing and Single-Floor 8d 1 1/2 1 7/16 240 350 450 585 Note: 1.The indicated shear numbers have reduced by specific gravity factor per IBC note a. 2.Since the wall is blocked,SDPW-08 Table 4.3.3.2 does not apply. DETERMINE DRAG STRUT FORCE: F = (L-Lw)MAX(Vdia,WIND,OoVdia,SEISMIC) = 3.96 k (no = 1 )(Sec.1633.2.6) DETERMINE MAX SPACING OF 5/8"DIA(or 1/2"DIA)ANCHOR BOLT(NDS 2012,Tab.11 E) 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 30 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 20 in O.C.) THE HOLD-DOWN FORCES: Vdia Wall Seismic Overturning Resisting Safety Net Uplift Holddown (plf) at mid-story(Ibs) Moments(ft-Ibs) Moments(ft-Ibs) Factors (Ibs) SIMPSON SEISMIC 23 812 18936 Left 391676 0.9 TIL= 0 h Right 267626 0.9 TR= 0 WIND 285 184310 Left 391676 2/3 TL= 0 Jl Right 267626 2/3 TR= 116 R (TIL&TR values should include upper level UPLIFT forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTION:(IBC Section 2305.3/SDPWS-08 4.3.2) 3 �,7 A=ABending+Ashear+ON-i slip+OCh-d splice slip = gybh +!Lb-h- +0.75hen+hd, = 0.254 In,ASD < EALw Gt Lw Sxe,allowable,ASD= 0.429 in Where: Vb= 363 plf,ASD Lw= 51 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8.6) A= 16.50 in` h = 10 ft G= 9.0E+04 psi CO= 4 1= 1 t= 0.221 in ep= 0.009 in,SD da= 0.15 in,SD (ASCE 7-10 Tab 12.2-1&Tab 11.5-1) CM= 1.0 Aa= 0.02 hsx (NDS 4.1.4) ASCE 7-10 Tab 12.12-1 CHECK EDGE STUD CAPACITY Pmax= 7.56 kips,(this value should include upper level DOWNWARD loads if applicable) � Fp= 1350 psi CD= 1.60 Cp= 0.38 A=J lJ B SITE PLANS E= 1600 ksi CIF= 1.10 F�= 894 psi > DI fp= 458 psi [ atisfaclbr�ns must be on Job PROJECT: Dentist Office PAGE : 7 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO. : 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Shear Wall Design Based on 2012 IBC/2013 CBC/NDS 2012 Right Wall INPUT DATA LATERAL FORCE ON DIAPHRAGM: Vdia,WIND= 285 plf,for wind W Vdia,SEISMIC- 23 plf,for seismic,ASD GRAVITY LOADS ON THE ROOF: WDL= 138 plf,for dead load WILL= 575 plf,for live load V� hp --------------------------- DIMENSIONS: Lw= 6.5 ft, h = 10 ft F L = 8 ft, hp= 0 ft PANEL GRADE(0 or 1) = 1 -Sheathing and Single-Floor h MINIMUM NOMINAL PANEL THICKNESS = 7/16 in COMMON NAIL SIZE(0=6d,1=8d,2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 EDGE STUD SECTION 2 pcs,b = 2 in, h = 6 in Ve SPECIES(1=DFL,2=SP) 1 DOUGLAS FIR-LARCH T, TR GRADE(1,2,3,4,5,or 6) 4 No.2 STORY OPTION(1=ground level,2=upper level) 1 ground level shear wall LW Thy DESIGN SUMMARY BLOCKED 7/16 SHEATHING WITH 8d COMMON NAILS @ 3 in O.C.BOUNDARY&ALL EDGES/12 in O.C.FIELD, 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 30 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 20 in O.C.) HOLD-DOWN FORCES: TIL= 2.88 k , TR= 3.05 k (USE HDU2-1/4x2.5 SIMPSON HOLD-DOWN) DRAG STRUT FORCES: F= 0.43 k EDGE STUD: 2-2"x 6" DOUGLAS FIR-LARCH No.2,CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = 0.40 in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 1.5 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY Vb= 351 plf, ( 1 Side Diaphragm Required,the Max.Nail Spacing = 3 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min. Blocked Nail Spacing Panel Grade Common Penetration Thickness Boundary&All Edges Nail (in) (in) 6 4 3 2 Sheathing and Single-Floor 8d 1 1/2 1 7/16 240 350 450 585 Note: 1.The indicated shear numbers have reduced by specific gravity factor per IBC note a. 2.Since the wall is blocked,SDPW-08 Table 4.3.3.2 does not apply. DETERMINE DRAG STRUT FORCE: F = (L-Lw)MAX(Vdia,WIND,nOVdia,SEISMIC) = 0.43 k (no = 1 )(Sec.1633.2.6) DETERMINE MAX SPACING OF 5/8"DIA(or 1/2"DIA)ANCHOR BOLT(NDS 2012,Tab.11 E) 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 30 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 20 in O.C.) THE HOLD-DOWN FORCES: Vdia Wall Seismic Overturning Resisting Safety Net Uplift Holddown (plf) at mid-story(Ibs) Moments(ft-Ibs) Moments(ft-Ibs) Factors (Ibs) SIMPSON Left 6106 0.9 TIL= 0 SEISMIC 23 104 2360 h Right 4450 0.9 TR= 0 WIND 285 22800 Left 6106 2/3 TL= 2881 Jl Right 4450 2/3 TR= 3051 1� (TIL&TR values should include upper level UPLIFT forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTION:(IBC Section 2305.3/SDPWS-08 4.3.2) 3 A-ABending+Ashear+ON-i slip+OCh-d splice slip = gybh +!Lb-h- +0.75hen+hd, = 0.405 In,ASD < EALw Gt Lw Sxe,allowable,ASD= 0.429 in Where: Vb= 351 plf,ASD Lw= 7 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8.6) A= 16.50 in` h = 10 ft G= 9.0E+04 psi CO= 4 1= 1 t= 0.221 in ep= 0.009 in,SD da= 0.15 in,SD (ASCE 7-10 Tab 12.2-1&Tab 11.5-1) CM= 1.0 Aa= 0.02 hsx (NDS 4.1.4) ASCE 7-10 Tab 12.12-1 CHECK EDGE STUD CAPACITY Pmax= 2.96 kips,(this value should include upper level DOWNWARD loads if applicable) Fp= 1350 psi CD= 1.60 Cp= 0.38 A=J GB SITE PLANS E= 1600 ksi CIF= 1.10 F�= 894 psi > DI fp= 180 psi [ atisfaclbr�ns must be on Job PROJECT: Dentist Office PAGE : 8 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO. : 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Shear Wall Design Based on 2012 IBC/2013 CBC/NDS 2012 Front Wall @ West INPUT DATA LATERAL FORCE ON DIAPHRAGM: Vdia,WIND= 177 plf,for wind W Vdia,SEISMIC- 11 plf,for seismic,ASD GRAVITY LOADS ON THE ROOF: WDL= 384 plf,for dead load WILL- 800 plf,for live load Vase h DIMENSIONS: Lw= 18.92 ft, h = 10 ft F L = 46.58 ft, hp= 0 ft PANEL GRADE(0 or 1) = 1 -Sheathing and Single-Floor h MINIMUM NOMINAL PANEL THICKNESS = 7/16 in COMMON NAIL SIZE(0=6d,1=8d,2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 EDGE STUD SECTION 5 pcs,b = 2 in, h = 6 in Ve SPECIES(1=DFL,2=SP) 1 DOUGLAS FIR-LARCH TL TR GRADE(1,2,3,4,5,or 6) 4 No.2 STORY OPTION(1=ground level,2=upper level) 1 ground level shear wall LW Thy DESIGN SUMMARY BLOCKED 7/16 SHEATHING WITH 8d COMMON NAILS @ 3 in O.C.BOUNDARY&ALL EDGES/12 in O.C.FIELD, 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 24 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 16 in O.C.) HOLD-DOWN FORCES: TL= 0.00 k , TR= 6.61 k (USE SPECIAL SIMPSON HOLD-DOWN) DRAG STRUT FORCES: F= 4.90 k EDGE STUD: 5-2"x 6" DOUGLAS FIR-LARCH No.2,CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = 0.31 in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 0.5 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY Vb= 436 plf, ( 1 Side Diaphragm Required,the Max.Nail Spacing = 3 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min. Blocked Nail Spacing Panel Grade Common Penetration Thickness Boundary&All Edges Nail (in) (in) 6 4 3 2 Sheathing and Single-Floor 8d 1 1/2 1 7/16 240 350 450 585 Note: 1.The indicated shear numbers have reduced by specific gravity factor per IBC note a. 2.Since the wall is blocked,SDPW-08 Table 4.3.3.2 does not apply. DETERMINE DRAG STRUT FORCE: F = (L-Lw)MAX(Vdia,WIND,nOVdia,SEISMIC) - 4.90 k (no = 1 )(Sec.1633.2.6) DETERMINE MAX SPACING OF 5/8"DIA(or 1/2"DIA)ANCHOR BOLT(NDS 2012,Tab.11 E) 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 24 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 16 in O.C.) THE HOLD-DOWN FORCES: Vdia Wall Seismic Overturning Resisting Safety Net Uplift Holddown (plf) at mid-story(Ibs) Moments(ft-Ibs) Moments(ft-Ibs) Factors (Ibs) SIMPSON SEISMIC 11 303 6684 Left 430900 0.9 TL= 0 Right -63846 0.9 TR= 3390 G�P� Left 430900 2/3 TL= 0 R WIND 177 82447 5Q Right -63846 2/3 TR= 6607 (TL&TR values should include upper level UPLIFT forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTION:(IBC Section 2305.3/SDPWS-08 4.3.2) 3 A-ABending+Ashear+ON-i slip+OCh-d splice slip = gybh +!Lb-h- +0.75hen+hd, = 0.308 In,ASD < EALw Gt Lw Sxe,allowable,ASD= 0.429 in Where: Vb= 436 plf,ASD Lw= 19 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8.6) A= 16.50 in` h = 10 ft G= 9.0E+04 psi CO= 4 1= 1 t= 0.221 in ep= 0.005 in,SD da= 0.15 in,SD (ASCE 7-10 Tab 12.2-1&Tab 11.5-1) CM= 1.0 Aa= 0.02 llsx (NDS 4.1.4) ASCE 7-10 Tab 12.12-1 CHECK EDGE STUD CAPACITY Pmax= 18.09 kips,(this value should include upper level DOWNWARD loads if applicable) Fp= 1350 psi CD= 1.60 Cp= 0.38 A=J @S SITE PLANS E= 1600 ksi CIF= 1.10 F�= 894 psi > DI fp= 439 psi [ atisfaclbr�ns must be on Job PROJECT: Dentist Office PAGE : 9 CLIENT: Greg Boehme DESIGN BY: JRL JOB NO. : 2018.042 DATE: 2/1/2019 REVIEW BY: JRL Shear Wall Design Based on 2012 IBC/2013 CBC/NDS 2012 Front Wall @ East INPUT DATA LATERAL FORCE ON DIAPHRAGM: Vdia,WIND= 177 plf,for wind W Vdia,SEISMIC- 11 plf,for seismic,ASD GRAVITY LOADS ON THE ROOF: WDL= 384 plf,for dead load WILL- 800 plf,for live load Vase h DIMENSIONS: Lw= 19.41 ft, h = 10 ft F L = 36.41 ft, hp= 0 ft PANEL GRADE(0 or 1) = 1 -Sheathing and Single-Floor h MINIMUM NOMINAL PANEL THICKNESS = 7/16 in COMMON NAIL SIZE(0=6d,1=8d,2=10d) 1 8d SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 EDGE STUD SECTION 5 pcs,b = 2 in, h = 6 in Ve SPECIES(1=DFL,2=SP) 1 DOUGLAS FIR-LARCH TL TR GRADE(1,2,3,4,5,or 6) 4 No.2 STORY OPTION(1=ground level,2=upper level) 1 ground level shear wall LW Thy DESIGN SUMMARY BLOCKED 7/16 SHEATHING WITH 8d COMMON NAILS @ 4 in O.C.BOUNDARY&ALL EDGES/12 in O.C.FIELD, 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 32 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 22 in O.C.) HOLD-DOWN FORCES: TL= 0.00 k , TR= 2.22 k (USE HDU2-1/4x2.5 SIMPSON HOLD-DOWN) DRAG STRUT FORCES: F= 3.01 k EDGE STUD: 5-2"x 6" DOUGLAS FIR-LARCH No.2,CONTINUOUS FULL HEIGHT. SHEAR WALL DEFLECTION: A = 0.26 in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 0.5 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY Vb= 332 plf, ( 1 Side Diaphragm Required,the Max.Nail Spacing = 4 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min. Blocked Nail Spacing Panel Grade Common Penetration Thickness Boundary&All Edges Nail (in) (in) 6 4 3 2 Sheathing and Single-Floor 8d 1 1/2 1 7/16 240 350 450 585 Note: 1.The indicated shear numbers have reduced by specific gravity factor per IBC note a. 2.Since the wall is blocked,SDPW-08 Table 4.3.3.2 does not apply. DETERMINE DRAG STRUT FORCE: F = (L-Lw)MAX(Vdia,WIND,OoVdia,SEISMIC) = 3.01 k (no = 1 )(Sec.1633.2.6) DETERMINE MAX SPACING OF 5/8"DIA(or 1/2"DIA)ANCHOR BOLT(NDS 2012,Tab.11 E) 5/8 in DIA.x 10 in LONG ANCHOR BOLTS @ 32 in O.C.(or 1/2 in DIA.x 10 in LONG ANCHOR BOLTS @ 22 in O.C.) THE HOLD-DOWN FORCES: Vdia Wall Seismic Overturning Resisting Safety Net Uplift Holddown (plf) at mid-story(Ibs) Moments(ft-Ibs) Moments(ft-Ibs) Factors (Ibs) SIMPSON SEISMIC 11 311 5594 Left 269602 0.9 TL= 0 h Right 31918 0.9 TR= 0 WIND 177 64446 Left 269602 2/3 TL= 0 Jl Right 31918 2/3 TR= 2224 R (TL&TR values should include upper level UPLIFT forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTION:(IBC Section 2305.3/SDPWS-08 4.3.2) 3 A=ABending+Ashear+ON-i slip+OCh-d splice slip = gybh +!Lb-h- +0.75he +hda = 0.262 In,ASD < EALw Gt Lw Sxe,allowable,ASD= 0.429 in Where: Vb= 332 plf,ASD Lw= 19 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8.6) A= 16.50 in` h = 10 ft G= 9.0E+04 psi CO= 4 1= 1 t= 0.221 in ep= 0.006 in,SD da= 0.15 in,SD (ASCE 7-10 Tab 12.2-1&Tab 11.5-1) CM= 1.0 Aa= 0.02 llsx (NDS 4.1.4) ASCE 7-10 Tab 12.12-1 CHECK EDGE STUD CAPACITY Pmax= 11.47 kips,(this value should include upper level DOWNWARD loads if applicable) Fp= 1350 psi CD= 1.60 Cp= 0.38 A=J Q.8 SITE PLANS E= 1600 ksi CIF= 1.10 F�= 894 psi > DI fp= 278 psi [ atisfaclbr�ns must be on Job Applied . .. SponsorsWINA 0SAA EA EA 0 B r L 0 CA PON ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources This site uses the now discontinued free Google geo data API which no longer works.This site will be taken offline soon. Please start using the new site at https::hazaids.atcouncil.org, Search Results W Query Date: Fri Feb 01 2019 Latitude: 42.5895 f For development purposes only • development purposes only Longitude: -114.4419 ASCE 7-10 Windspeeds (3-sec peak gust in mph-): All Risk Category I: 105 Risk Category II: 115 Risk Category III-IV: 120 alUnited States MRI-- 10-Year: 76 4 San Fran.- fb MRI' 25-Year: 84 ° MRI-, 50-Year: 90 MRI 100-Year. 96 ° �yrr ANILVNN ASCE 7-05 Windspeed: For development pur.. - For development pur.. _ 90 (3-sec peak gust in mph) ASCE 7-93 Windspeed: Go gle tlar)data;'201g Googe.INEGI Termsof Use 70 (fastest mile in mph) 'Miles per hour "Mean Recurrence Interval Users should consult vith local building officials to determine if there are community-specific wind speed requirements that govern JOB SITE PLANS Plans must be on Job Site for all inspections OSHPD Boehme Dentist Office Latitude, Longitude: 42.58950643, -114.44208639 93 Q Magic Valley Mall E 4100 N It m m m iv 0- 7 Z `Google Map data 02019 Google Date 2/1/2019,5:16:50 PM Design Code Reference Document ASCE7-10 Risk Category II Site Class B-Rock Type Value Description SS 0.203 MCER ground motion.(for 0.2 second period) St 0.08 MCER ground motion.(for 1.0s period) SMS 0.203 Site-modified spectral acceleration value SM1 0.08 Site-modified spectral acceleration value SIDS 0.136 Numeric seismic design value at 0.2 second SA SIDt 0.053 Numeric seismic design value at 1.0 second SA Type Value Description SDC A Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1 Site amplification factor at 1.0 second PGA 0.076 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.076 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 0.203 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 0.207 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.08 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.079 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) JOB SITE PLANS PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.984 Mapped value of the risk coefficient at short periods Plans must be on J o b CR1 1.01 Mapped value of the risk coefficient at a period of 1 s Site for all inspections MCER Response Spectrum 0.3 0.2 m co 0.1 0.0 0 2 4 6 Period, T(sec) Sa(g) Design Response Spectrum 0.15 0.10 m 0.05 0.00 0 2 4 6 Period, T(sec) — Sa(g) DISCLAIMER While the information presented on this website is believed to be correct,SEAOC/OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.SEAOC/OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. JOB SITE PLANS Plans must be on Job Site for all inspections © BC FRAMER Material List - Headers Job Name: 19C-006 Dr Broehme BCI 5000 File Name: 19C-006 Dr Broehme BCI 5000 File Number: 19C-006 BCI 5000 Date: 3/18/2019 9:04:27 AM Boise Cascade Customer Name: BMC Job Site: Designer: Brent Hendricks Twin Falls, ID Job Site Address: AJSTM,ALLJOIST®, BC RIM BOARD TM, BCI®, BOISE GLULAMTM'VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA- STUD®are trademarks of Boise Cascade Wood Products L.L.C. Floor Framing -1st Floor Product Depth Tag Net Qty Length Total Length 9-1/2"BCI®5000-1.7 DF 0'-9 1/2" F1-44 67 44' 2948' 0'-9 1/2" F2-28 7 28' 196' 0'-9 1/2" F3-24 24 24' 576' 0'-9 1/2" F4-22 17 22' 374' 0'-9 1/2" F5-20 19 20' 380' 0'-9 1/2" F6-16 2 16' 32' Subtotal 136 4506' Floor Accessories - 1st Floor Product Depth Tag Net Qty Length Total Length 9-1/2"BCI®5000-1.7 DF 0'-9 1/2" Bk1 1 155' 155' Subtotal 1 155' Wall Framing -1st Floor Product Tag Member Type Net Qty Length Total Length JOB SITE PLANS Plans must be on Job Site for all inspections 03/18/2019 09:04:27(e126782) IMPORTANT Revisions: BY: Boise Cascade has prepared this joist placement plan xclusevely for BCI joist&Versa-Lam LVL Dealers. This plan considers the use of Boise Cascade BCI Joist, Versa-Lam, Laminated Veneer Lumber only in the building system. Boise Cascade will accept NO RESPONSIBILITY for he performance of any products substituted and/or manufactured by others. Load Schedule Floor Live Load 100.000 Ib/ft2 Floor Dead load 20.000 Ib/ft' Roof Live Load 30.000 Ib/ft2 Roof Dead Load 17.000 Ib/ft2 Fi 44 — — — — — — — — — — 7@1"O. II II II k1 I I z �Wo F D W LL Oy>W Z�WF gOz II JF I� Q II II II II II II = S > v= Z y U U C N N Products o o PlotlD Net Qty Product Length Plies Q a y-°'o w F1-44 67 9-1/2"BCI®5000-1.7 DF 44'0" 1 IL`v W. F2-28 7 9-1/2"BCI®5000-1.7 DF 28'0" 1 H cm.o F3-24 24 9-1/2"BCI®5000-1.7 DF 24'0" 1 Z a u-o°o, F4-22 17 9-1/2"BCI®5000-1.7 DF 22'0" 1 m ii Y F5-20 19 9-1/2"BCI®5000-1.7 DF 20'0" 1 d d d j l F6-16 2 9-1/2"BCI®5000-1.7 DF 16'0" 1 Q o=.u Bk1 1 9-1/2"BCI®5000-1.7 DF 155'0" 1 Z m`m d g1 W _ W' c c tl E a y J Q 3 C N n 3 O F N ns p- o v m Z 5-2 F 0 5-2 F 2 4 16" C. @1 O.0 4-2 @1 O.0 3-2 3-2 10 16" .C. 12 16" .C. 12 16" C. F 8 O C) U m E o I LLL LL MM LL M W H L.1L Q tl Q U rn BC FRAMER F22 zx_ F43 — smw,°rmm" r_1r 0n F16-E mm w.nwn.n re°n ema sun vdm wsa .,000 ms. rewm m Date:3/ /2019 JOB SITE PLAN By:Bren Hendricks m�rti. Plans must be on Jo File 19 -006BCl5000 Site for all inspectio SDWG: ,mr.a,ara.r�.a a a..aMm, Sheet:l ®Boise Cascade Single 9-1/2" BCI® 5000-1.7 DF PASSED 1st Floor\Floor Joists\F1-44(i154) (Joist) BC CALC®Member Report Dry 14 spans I No cant. 116 OCS I Repetitive I Glued &nailed March 18, 2019 08:57:21 Build 7082 Job name: 19C-006 Dr Broehme BCI 5000 File name: Address: Description: 1st Floor\Floor Joists\F1-44(i154) City, State, Zip: Twin Falls, ID Specifier: Brent Hendricks Builder: BMC Designer: Code reports: ESR-1336 Company: 1 2 10-07-00 11-00-00 11-00-00 11-04-12 B1 B2 B3 B4 B5 Total Horizontal Product Length=43-11-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2-3/4" 650/82 114/0 B2, 3-1/2" 1714/0 321 /0 B3, 3-1/2" 1656/0 279/0 B4, 3-1/2" 1776/0 334/0 B5, 3-1/2" 697/73 125/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 21-07-03 Top 133 27 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 21-07-03 43-11-12 Top 133 27 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2402 ft-Ibs 97.7% 100% 17 38-06-03 Neg. Moment -2197 ft-Ibs 89.3% 100% 6 32-07-00 End Reaction 1031 Ibs 97.4% 100% 7 00-00-00 Int. Reaction 2035 Ibs 96.9% 100% 4 10-07-00 End Shear 1044 Ibs 70.8% 100% 18 43-08-04 Cont. Shear 1177 Ibs 79.8% 100% 16 32-08-12 Total Load Deflection L/508(0.264") 47.2% n\a 17 38-04-05 Live Load Deflection L/576(0.233") 83.4% n\a 35 38-04-05 Total Neg. Defl. L/999(-0.08") n\a n\a 3 27-04-11 Max Defl. 0.264" n\a n\a 17 38-04-05 Span/Depth 14.1 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 2-3/4"x 2" 1031 Ibs 30.0% 97.4% Unspecified B2 Wall/Plate 3-1/2"x 2" 2035 Ibs 46.5% 96.9% Unspecified B3 Wall/Plate 3-1/2"x 2" 1936 Ibs 44.2% 92.2% Unspecified B4 Wall/Plate 3-1/2"x 2" 2110 Ibs 48.2% 89.8% Unspecified B5 Wall/Plate 3-1/2"x 2" 1053 Ibs 24.1% 93.6% Unspecified Cautions Web stiffeners required at bearing B4. JOB SITE PLANS Plans must be on Job Site for all inspections Page 1 of 4 ®Boise Cascade Single 9-1/2" BCI® 5000-1.7 DF PASSED 1st Floor\Floor Joists\F1-44(i154) (Joist) BC CALC®Member Report Dry 14 spans I No cant. 116 OCS I Repetitive I Glued &nailed March 18, 2019 08:57:21 Build 7082 Job name: 19C-006 Dr Broehme BCI 5000 File name: Address: Description: 1st Floor\Floor Joists\F1-44(i154) City, State, Zip: Twin Falls, ID Specifier: Brent Hendricks Builder: BMC Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. SL Load Case was generated by Office Safe Loading Analysis Design Passes Office Safe Loading Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide And applicame Dullainges.To— obtain yQInnst�alllat�ion Guide or ask b$i�kG'st�llbtlo� rAN-S788 61dan6ci Imtbans JobT-, LJO ST®,PC RIM BOARDT^" BCI®, IOLUET®Lrua mtrp1,�Fo�lI @, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 4 ®Boise Cascade Single 9-1/2" BCIW 5000-1.7 DF PASSED 1st Floor\Floor Joists\F2-28(i116) (Joist) BC CALC®Member Report Dry 13 spans I No cant. 116 OCS I Repetitive I Glued &nailed March 18, 2019 08:57:21 Build 7082 Job name: 19C-006 Dr Broehme BCI 5000 File name: Address: Description: 1st Floor\Floor Joists\F2-28(i116) City, State, Zip: Twin Falls, ID Specifier: Brent Hendricks Builder: BMC Designer: Code reports: ESR-1336 Company: 1 1 1 04-07-12 11-05-00 11-00-00 B1 B2 B3 B4 Total Horizontal Product Length=27-00-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 368/262 21 /0 B2, 3-1/2" 1376/0 241 /0 B3, 3-1/2" 1725/0 343/0 B4, 2-3/4" 657/74 117/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 27-00-12 Top 133 27 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2307 ft-Ibs 93.8% 100% 13 21-09-15 Neg. Moment -2121 ft-Ibs 86.2% 100% 5 16-00-12 End Reaction 1040 Ibs 98.2% 100% 14 27-00-12 Int. Reaction 2068 Ibs 98.5% 100% 5 16-00-12 End Shear 1034 Ibs 70.1% 100% 14 26-10-00 Cont. Shear 1171 Ibs 79.4% 100% 12 16-02-08 Total Load Deflection L/538(0.242") 44.6% n\a 13 21-08-01 Live Load Deflection L/602 (0.216") 79.8% n\a 27 21-08-01 Total Neg. Defl. L/999(-0.039") n\a n\a 13 12-06-04 Max Defl. 0.242" n\a n\a 13 21-08-01 Span/Depth 14.4 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 2" 753 Ibs 17.2% 66.9% Unspecified DISCIOSUre B1 Uplift 254 Ibs Use of the Boise Cascade Software is B2 Wall/Plate 3-1/2"x 2" 1617 Ibs 37.0% 77.0% Unspecified subject to the terms of the End User B3 Wall/Plate 3-1/2"x 2" 2068 Ibs 47.3% 98.5% Unspecified License Agreement( Completeness and accuracy of input B4 Wall/Plate 2-3/4"x 2" 1040 Ibs 30.3% 98.2% Unspecified must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Cautions anyone relying on such output as Uplift of-254 Ibs found at bearing B1. evidence of suitability for a particular application.The output here is based on building code-accepted design Notes properties and analysis methods. Design meets Code minimum (L/240)Total load deflection criteria. Installation of Boise Cascade engineered wood products must be in Design meets User specified (L/480)Live load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide And applicame Dullainges.To — BC CALC®analysis is based on IBC 2015. obtain �QInstallation Guide or ask Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. b$ihrkGst�I1HtloLHIVJ788 Design based on Dry Service Condition. SL Load Case was generated by Office Safe Loading Analysis 61damcimemtbans JobTM Design Passes Office Safe Loading LJO ST®,PC RIM BOARDTM, BCI®, OLUET®Lruaml'�'"1,��'o�FG►�Il @, VERSA-LAM®,VERSA-RIM PLUS®, Page 3 of 4 ®Boise Cascade Single 9-1/2" BCIW 5000-1.7 DF PASSED 1st Floor\Floor Joists\F3-24(i115) (Joist) BC CALC®Member Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued &nailed March 18, 2019 08:57:21 Build 7082 Job name: 19C-006 Dr Broehme BCI 5000 File name: Address: Description: 1st Floor\Floor Joists\F3-24(i115) City, State, Zip: Twin Falls, ID Specifier: Brent Hendricks Builder: BMC Designer: Code reports: ESR-1336 Company: 1 1 1 11-06-12 11-00-00 B1 B2 B3 Total Horizontal Product Length=22-06-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 694/80 123/0 B2, 3-1/2" 1829/0 366/0 B3, 2-3/4" 661 /96 113/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 22-06-12 Top 133 27 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2441 ft-Ibs 99.2% 100% 5 05-06-09 Neg. Moment -2337 ft-Ibs 95.0% 100% 1 11-06-12 End Reaction 1038 Ibs 98.0% 100% 9 22-06-12 Int. Reaction 2195 Ibs 93.4% 100% 1 11-06-12 End Shear 1046 Ibs 70.9% 100% 4 00-03-08 Cont. Shear 1184 Ibs 80.3% 100% 6 11-05-00 Total Load Deflection L/496(0.274") 48.4% n\a 5 05-08-07 Live Load Deflection L/557(0.244") 86.2% n\a 14 05-08-07 Total Neg. Defl. L/999(-0.049") n\a n\a 5 15-04-10 Max Defl. 0.274" n\a n\a 5 05-08-07 Span/Depth 14.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 2" 1054 Ibs 24.1% 93.7% Unspecified B2 Wall/Plate 3-1/2"x 2" 2195 Ibs 50.2% 93.4% Unspecified Disclosure B3 Wall/Plate 2-3/4"x 2" 1038 Ibs 30.2% 98.0% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Cautions Completeness and accuracy of input Web stiffeners required at bearing B2. must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Notes anyone relying on such output as evidence of suitability for a particular Design meets Code minimum (L/240)Total load deflection criteria. application.The output here is based on Design meets User specified (L/480)Live load deflection criteria. building code-accepted design Calculations assume member is fully braced. properties and analysis methods. BC CALC®analysis is based on IBC 2015. Installation of Boise Cascade engineered wood products must be in Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. accordance with current Installation Design based on Dry Service Condition. Guide And applicame Dullainges. o SL Load Case was generated by Office Safe Loading Analysis obtain ��Installation Guide or ask Design Passes Office Safe Loading b$ihr"A'S Il TVrA NJ788 61dawi,I6mtbans,)obT-, LJO ST®,PC RIM BOARDTm BCI®, IOLUET®Lrua murk, i F li @, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 4 Ail INESEMEMSE Al �� ■ WINE S ■_ I ■_-�■I■1■■■■■■�I1■■ ■■■■■_ ■ i ■�I�� : i� ■■MEWS DV ME BUILDING■�� ��� WINE M MEN Mir MEN �■■�■■ , MMEME NO loom NMI . ■■■■■ ,i�r■■i■■■I� �■ME ■■■■ MEE his IN ral MIN EN lip MEE ME 1 /■ ■o■■■■I■■■■■■■ - .,1 ■CJ■■■■l■■■■■■■■ �ll / ®l■■l -� I■■I .• !MIN■ �I■I■ = ■I 7 ■ 1■:: ■■ = I�� [Ml� " ■I I■■I 7 ■ OwEEM RM IN 1 IRS, WIN ri MGM d 111111111 01 1 6 I�l1l1/1��■i■e iL- Plans must be on Job Site for all inspections I■■■UM '■ OF TMNvMLIS �INYFAUfj City of Twin Falls �0 �� General Inspection Notes �0 0 SE'RV►NG SE RVtNG �/ NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote consistency in the application of the codes & standard practices. Compliance with all the provisions of applicable codes shall be required. O The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures & practices within the City of Twin Falls. These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. Z This page and all approved plans, associated documents, revisions & changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION O Fire Alarm Inspection: Footing/Foundation Inspection: COMMERCIAL OCCUPANCY • * Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls * All re-bar must be tied in place at time of inspection. Fire Marshal prior to installation and inspection. * All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not Certificate of Occupancy. allowed). Shear Inspection: * Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of * All hold downs must be installed per approved plans and manufacturers installation guide. Make sure to have the approved set of plans and inspection card on site for all inspections. testing. * Fasteners should not be overdriven and shiners should be removed and/or replaced. * Install the correct type of fastener at the correct spacing. If you have Special Inspections: Once the required special inspections have been completed a final Fire Sprinkler Inspection: report needs to be submitted to the building department certifying corrections of any discrepancies * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and Framing Inspection: noted in the special inspection reports.This final report can be submitted any time before requesting inspection. Underground fire sprinkler line must be inspected by the Twin Falls Fire Department prior * Accessibility standards are in compliance. (ICC A117.1-2009) occupancy. to be covered. * Required load paths to footing for all load points are installed. * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of * Stair rise and treads must meet code requirements. * Required Site Work inspections may be requested and completed as the work is done or as required movement, and is deemed safe by the inspector. *Min rise 4", Max rise 7", Max tread 11" by the specific department by contact the following: * Rough to cover inspection and hydro testing must be completed before covering or tenting the *Min nosing is 3/4", Max nosing is 1 1/4" and cannot differ in length by more than 3/8" above ground fire sprinkler system. * Provide required up-lift protection for all trusses. - Planning&Zoning (parking and landscaping) Planner-208-735-7270 or Office-208-735-7267 Kitchen Hood Inspections: Final Inspection: - Engineering (Retention, curb, gutter, sidewalk, drive approaches) * Fire suppression system must be installed and ready for trip test (trip link, balloons, etc.) prior to * Landings to meet minimum code requirements. (Doors 1010.1.6, Ramps 1012.6, Stairs 1011.6) Lab inspection line 208-735-3446 inspection. * Accessibility Standards are in compliance.(ICC A117.1-2009) -Street Department (road cuts) * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Office- 208-736-2226 (The only exception to this is if the building does not require a fire alarm to be installed) * "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" * All electrical outlets, lighting, and appliances under the kitchen hood must shut down upon *Correct hardware has been installed on all doors. * When you are ready for any Fire Department inspections please call (extinguishers, activation of the fire suppression system. *Panic hardware is installed where required. fire/alarm/sprinkler systems): * Main gas valve must be installed and must shut down upon activation of the fire suppression *Accessible hardware is installed where required. Fire Marshall -208-735-7232 system. * Handrails shall be installed where required. * Exhaust fan must be capable of running continuously upon activation of the fire suppression * Stairways shall have handrails on each side. * When you are ready for a building final inspection on the structure: system. * All racking and shelving to be in place. Make sure you have the final inspections on the plumbing, electrical, and mechanical work. * Make up air must be capable of running continuously upon activation of the fire suppression system. * All Exit signs are field verified. (must be visible—nothing can block the line of sight) Call the building inspection line 208-735-7333 * Maximum Occupancy signs posted where required. All departments will be notified by this office to go do their final inspection. Final Inspection: * Special Inspection reports and balance reports need to be received by our office. * Address must be posted as outlined on the approved set of plans or previously approved by the If there is an elevator in the building please contact the Division of Building Safety at the following link Twin Falls Fire Marshal. PLANNING &ZONING for any permits/inspections: http://dbs.idaho.gov/programs/industrial/fagEL.html I ENGINEERING Landscaping: Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign and * Our code allows for us to issue a TCO with landscaping incomplete; however, we cannot extend the then it will be ready to be picked-up or emailed. In order to streamline and eliminate confusion in regards to the engineering department commercial TCO beyond the current planting season.This means that we will work with the applicant on a V J permit inspections,the following will need to be inspected prior to signing the Certificate of definitive date of their choosing, but not typically beyond 2-3 months. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required. All Occupancy. All inspections will be completed using the City of Twin Falls approved (stamped) plans. departments are required to sign and give a list of outstanding issues. Once the temporary is all signed Trash Enclosures: &the list made you will need to come in and sign stating you know what those issue are, that you will Storm Water Facility Inspections: (3 phases) * Trash enclosures should be finished before a final inspection is requested,this includes the front have them completed by the specified time, and will call for inspection as those items are completed. * Inspection of excavation, including dimensions and geotextile fabric. All adjoining trenches leading gate on the enclosure. Per our code, we cannot issue a TCO if this item is not completed. It is up to each department to determine if you meet their qualification for temporary occupancy. to storm water facilities also need to be excavated and inspected. * Inspection of storm drain pipes (per plans) need to be in place (not covered)for visual inspection. Note: If a building was originally done as a shell, the shell building permit is required to be finaled The drain rock must meet ISPWC section 801 Drain Rock requirements. All pipe connections to storm prior the tenant improvement permits can be finaled. In addition, if Temporary Occupancy is needed water facilities must be completed. there will be $1,000 refundable deposit for each permit. * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper cover and overlap. • Site Inspections: * Verify that the parking lot layout (design) &striping matches the plans * Verify that the parking lot surface is an approved "hard" surface * Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope Right-Of-Way Inspections: * Verify driveway approach widths & locations according to plans * Verify ADA compliance of Curb/Gutter, Sidewalks, and Sidewalk/Driveway combinations O * Verify ROW connections to other Agencies/Entities meet's ADA tolerances Flood Plain Inspections: * Verify flood plain location and compare plans to the site JOB SITE PLANS * Verify the commercial buildings are one foot above base flood elevation Plans must be on Job When ready for inspection please call the Engineering inspection line at (208) 735-3446 for same day Site for all inspections • inspections call before 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. 2015 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. DR . BOHEME 4 TWIN FALLS, IDAHO U SHEET INDEX r A0.0 COVER A0.3 SITE PLAN A1.0 ENERGY REPORT&SITE PLAN ARCHITECT STAMP A2.1 MAIN FLOOR PLAN A2.2 SECOND FLOOR PLAN LICENSED A4.1 ELEVATIONS A4.2 ELEVATIONS ARCHITECT A4.3 ROOF PLAN AR-985249 A5.1 ROOF PLANS A6.1 SECTIONS&DETAILS 03.05.2019 JESSICA PETTY STATE OF IDAHO -I�I I�I—I�I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I�I—I�I—I�I—I�I—I�I—III—III—III—III—III—III—I I W ABBREVIATIONS GRAPHIC SYMBOLS SITE INFO BUILDING CODES ° 2 0 & AND DBL, DOUBLE GA. GAUGE,GAGE N NOTINNORTH S SOUTH ROOM NAME ROOM NAME 2015 INTERNATIONAL BUILDING CODE(IBC) ANGLE DEPT. DEPARTMENT G-B GALVANIZED N.I.C. NOT IN CONTRACT SAC. SANITARY 20151NTERNATIONAL FIRE CODE(IFC) @ AT D F. DETAIL G.B. GRAB BAR NO. NUMBER S.A.C. SUSPENDED ACOUSTICAL 20151NTERNATIONAL RESIDENTIAL CODE IRC UJ CENTERLINE D.F. DRINKING FOUNTAIN G.C. GENERAL CONTRACTOR NOM. NOMINAL CEILING ( ) O J DEGREE DIA. DIAMETER G.F.I. GROUND FAULT INTERRUPTER N.T.S NOT TO SCALE S.C. SOLID CORE 20151NTERNATIONAL ENERGY CONSERVATION CODE(IECC) J 0 DIAMETER DIM. DIMENSION G.I. GALVANIZED IRON SCHED. SCHEDULE 101 DOOR NUMBER 2012 INTERNATIONAL MECHANICAL CODE(IMC) IC PLATE DISP. DISPENSER GYP. GYPSUM o' OVER S.D. STORM DRAIN 2012 INTERNATIONAL FUEL&GAS CODE(IFGC) 3 PLUS OR MINUS D.L. DEAD LOAD O.C. ON CENTERS) SEAL. SEALANT 2017 IDAHO STATE PLUMBING CODE(ISPC) 1 1 1 LL # POUND,NUMBER D.MH. DRAINAGE MANHOLE H.B. HOSE BIBB O.D. OUTSIDE DIAMETER SECT. SECTION 2017 NATIONAL ELECTRICAL CODE(NEC) DN. DOWN H.C. HOLLOW CORE OFF. OFFICE SERV. SERVICE Oq WINDOW NUMBER �-SITE z A.B. ANCHOR BOLT D.P. DISTRIBUTION PANEL HDWD. HARDWOOD O.F.C.I. OWNER FURNISHED S.F. SQUARE FEET A/C AIRCONDITIONING DR. DOOR HDWR. HARDWARE CONTRACTOR INSTALLED S.G. SAFETY GLASS ACOUS. ACOUSTICAL D.S. DOWNSPOUT HGT. HEIGHT O.F.O.I. OWNER FURNISHED SHT. SHEET lJ A.C.T. ACOUSTICAL CEILING TILE DWG. DRAWING H.I.D. HIGH INTENSITY DISCHARGE OWNER INSTALLED SHTHG. SHEATHING ADDN. ADDITION H.M. HOLLOW METAL O.I. OPEN ITEM SHWR. SHOWER OCCUPANCYTYPE OB Q ADJ. ADJACENT E. EAST H.O. HOLD OPEN OPG. OPENING SIM. SIMILAR -0 COLUMN GRID A.F.F. ABOVE FINISHED FLOORS EA. EACH HORIZ. HORIZONTAL OPP. OPPOSITE S.M. SHEET METAL SEISMICZONE C A.H.U. AIR HANDLING UNITS E.B. EXPANSION BOLT H.P. HIGH POINT O.S.B. ORIENTED STRAND BOARD S.MH. SANITARY MANHOLE ALT. ALTERNATE E.F. EPDXY FLOORING HR. HOUR OUT TO OUT SMS SHEET METAL SCREWS ALUM. ALUMINUM E.I.F.S. EXTERIOR INSULATION HT. HEIGHT O.T.O. OUNCE S.O.V. SPRAY ON VINYL Al REVISION ZONING C-G ANCH. ANCHOR FINISH SYSTEM HVAC HEAT,VENT,A/C OZ. SPEC. SPECIFICATIONS ANG. ANGLE E.J. EXPANSION JOINT H.W. HOT WATER PROPERTY LINE SQ. SQUARE BUILDING CONSTRUCTION V-B ANOD. ANODIZED EL. ELEVATOR P/L PROJECT ARCHITECT SS SOLID SURFACE APPROX. APPROXIMATE ELEV. ELEVATION INS DE DIAMETER P.A. PARTICLE BOARD S.STL. STAINLESS STEEL AREA OF NEW CONSTRUCTION 4570-DR.BOEHME00 ARCH. ARCHITECT ELEC. I ELECTRICAL I.D.IN. NCH P.BD. POUNDS-CUBIC FOOT STD. STANDARD ❑q WALL TYPE TENANT SPACE ASPH. ASPHALT EMERG. EMERGENCY INCAND. INCANDESCENT P.C.F. PERFORATED STL. STEEL TOTAL AREA: 6,020 FT ASSBY. ASSEMBLY ENCL. ENCLOSURE INCL. INCLUDE(D)(ING) PERF. PLATE STOR. STORAGE ASSOC, ASSOCIATED ENGR. ENGINEER INSUL. INSULAT(ED)(ION) PL PLASTIC LAMINATE 8 RUCT. STRUCTURAL E.P. ELECTRICAL PANEL INT. INTERIOR P.LAM. PLASTER S.S. STORM SEWER BOT. BOTTOM E.P.D.M.ETHYLENE PROPYLENE INV. INVERT PLAS. PLUMBING SUSP. SUSPENDED B8B BALLED AND BURLAPPED DIENE MONOMER PLBG. POUNDS-LINEARFOOT SVM. SYMMETRICAL OCCUPANTLOAD: 46( PER 100) B.O. BOTTOM OF EQ. EQUAL JAN. JANITOR P.L.F. PLYWOOD SYS. SYSTEM O BD. BOARD EQUIP. EQUIPMENT J.B. JUNCTION BOX PLVWD. PANEL View Name BIT, BITUMINOUS E.W. EACH WAY JT, JOINT PNL. POUSH(ED) T. TREAD 1 TITLE EXITING&EGRESS: 2 REQUIRED;4 PROVIDED pr B.L. BUILDING LINE E.W.C. ELECTRIC WATER COOLER POL. POWER PANEL T.B. TOWEL BAR 1/$11-1'-�11 BLDG. BUILDING E.W.H. ELECTRIC WATER HEATER K KIP(1,000 POUNDS) P.P. PAIR T.O. TOP OF FIRE SUPPRESSION SYSTEM: NO SM. BLOCKING) (E) EXHAUST K-FT. KIP FEET PR. PROJECT TEL. TONGUE AND GROOVE GENERAL NOTE S SM. SASEOFC U MARK (E) EXISTING KB. KEYBOARD PROD. PARTITION TEL.M TELEPHONE ADDITIONAL MODIFICATIONS NO,LESS THAN MAX ALLOWABLE B.O.C. BASE M CURB EXP. EXPANSION KIT. KITCHEN ESE POUNDS-SQUARE FOOT TEMP. TEMPERATURE,TEMPERED GAS WILL BE STORED ON SITE BOTT. BOTTOM EXT. EXTERIOR K.O. KNOCKOUT P.S.F. POUNDS-SQUARE INCH THK. THICK 1 VERIFY SCALES BRG. BEARING P.S.I. PAINT/POINT THRES. THRESHOLD BRK. BRICK F.A. FIRE ALARM LAM. LAMINATED PT. PAINTED T.P. TOILET PARTITION THIS BAR IS 1 INCH BSMT. BASEMENT F.A.C.P. F.A.CONTROL PANEL LAY. LAVATORY PTV. PLUMBING VENT T.P.D. TOILET PAPER DISPENSER A2.11 BUILDING ELEVATION 1.THE GENERAL CONTRACTOR SHALL O RESPONSIBLE FOR PROPER ON ORIGINAL DRAWING B.U.R. BUILT-UP ROOFING F.D. FLOOR DRAIN LCC. POUND(S) P.V. POLYVINYL CHLORIDE TV. TYPICAL REMOVAL TECHNIQUES COORDINATED WITH ALL SAL AFFECTED ED UTILITY ANY CLEARINGWORK PARKING REQUIREMENTS: 0-1" FDN. FOUNDATION L.C.C. LEAD COATED COPPER PVC PAVEMENT N TELEVISION SHALL BE COORDINATED W ITH ALL AFFECTED UTILITY COMPANIES AND CAB. CABINET F.E. FIRE EXTINGUISHER L.F. LINEAR FEET PVMT. SHALL CONFORM WITH CITY,COUNTY,AND STATE CODES FOR DISPOSAL IF NOT 1 INCH CAL. CALIPER F.E.C. FIRE EXTINGUISHER CABINET L.H. LEFTHAND QUARRY TILE U.H. UNIT HEATER ISTALL/500 SOFT: C.B. CATCH BASIN F.F. FINISHED FLOOR L.L. LIVE LOAD Q.T. QUANTITY U.N.O. UNLESS NOTED OTHERWISE OF DEBRIS. 6,020 SQ FT 1500=12 PARKING STALLS THIS SHEET,ADJ T C.D. CEILING DIFFUSER F.G. FINISHED GRADE L.L.H. LONG LEG HORIZONTAL QTY. UNFIN. UNFINISHED 1 SCALES CEM. CEMENT F.H. FIRE HYDRANT L.L.V. LONG LEG VERTICAL RADIUS UV ULTRA VIOLET 2.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, ACCORDINGL C.F.M. CUBIC FEET-MINUTE F.H.C. FIRE HOSE CABINET L.P. LOW POINT R RUBBER BASE 4 Ai 01 2 INTERIOR ELEVATION IDENTIFYING AND PROTECTING ANY UTILITIES THAT ARE TO REMAIN FROM 1 HANDICAP STALL FOR FIRST 25 STALLS=1 HANDICAP STALL C.G. CORNER GUARD FIN. FINISH(ED) LT.P. LIGHTING PANEL R.B. REFLECTED CEILING PLAN VCT VINYL COMPOSITION TILE DAMAGE.ANY UTILITY LINES THAT ARE IDENTIFIED BY THE LOCAL UTILITY BICYCLE STALLS=2 RACKS C.I. CAST IRON FIXT. FIXTURE LT.(G) LIGHT(ING) R.C.P. ROOF DRAIN VENT. VENTILATION 3 COMPANIES AS ACCEPTABLE FOR REMOVAL SHALL BE DONE IN C.J. CONTROL JOINT F.L. FLOW LINE LTWT. LIGHTWEIGHT R.D. REFERENCE VEFIT. VERTICAL ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE UTILITY REVISIONS CLG. CEILING FLASH. FLASHING RE. COMPANYAFFECTED RECESSED VEST. VESTIBULE . LOT INFORMATION: CLK. CAULK FLR.(G) FLOORING) MAG. MAGNETIC REC. RECEPTACLE V.I.F. VERIFY IN FIELD NO. REMARKS CUR. CLEAR FLUOR. FLUORESCENT MAS. MASONRY RECPT. REFRIGERATOR VIN. VINYL LOT SIZE: SEE SITE PLAN C.M.U. CONCRETE MASONRY UNIT F.O. FACE OF MAT. MATERIAL REF. REINFORCE(D)(ING) V.W.C. VINYL WALL COVERING 3.ALL NEW PLUMBING,GAS,MECHANICAL AND ELECTRICAL SERVICES INTO C.O. CLEAN OUT F.O.C. FACE OF CONCRETE MAX. MAXIMUM REINF. REQUIRED THE NEW CONSTRUCTION AREAS SHALL BE DONE IN ACCORDANCE WITH COL. COLUMN F.O.F. FACE OF FINISH M.B. MACHINE BOLT REQ. RESILIENT W WEST ' SIM ALL STATE AND LOCAL CODES AND ORDNANCES. SETBACKS 0'ALL SIDES CONC. CONCRETE F.O.M. FACE OF MASONRY M.D.P. MAIN DISTRIBUTION PANEL RESIL. REVISIONS,REVISED w/ WITH 1 CONN CONNECTION F.O.S. FACE OF STUD ME CH. MECHANICAL REV. ROOFING W.C. WATER CLOSET A101 DETAIL 4.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS AND EASEMENTS SEE PLAN CONST. CONSTRUCTION FP. FIREPROOF MED. MEDIUM REG. RIGHT HAND WD. WOOD CURRENT INTERNATIONAL RESIDENTIAL CODE. 0 CONT. CONTINUOUS F.PR. FIRE PROOF MEMB. MEMBRANE R.H. ROOM W.H. WATER HEATER N CONTR. CONTRACT(OR) F.R.P. FIBER REINFORCED PANEL MTL. METAL RM. ROUGH OPENING WIN. WINDOW CPT. CARPET F.S. FLOORSINK MFR. MANUFACTURER R.O. RIGHT OF WAY WP. WATERPROOF 5.VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND Building Plans have CHECKED r C.R. CEILING REGISTER FT. FOOT,FEET M.H. MANHOLE R.O.W. RESTROOM W.R. WATER RESISTANT ELEVATION PRIOR TO STARTING WORK.NOTIFY DESIGNER OF ANY C.SK. COUNTERSINK FTG. FOOTING MIN. MINIMUM R.R. ROOF TOP UNIT WSCT. WAINSCOT SIM DISCREPANCIES FOUND PRIOR TO PROCEEDING WITH WORK. been reviewed and approved DATE 02.06.2017 M C.T. CERAMIC TILE FURN. FURNISH(ED) MI0 MISCELLANEOUS R.T.U. RAIN WATER LEADER WT. WEIGHT 1 SECTION CTR. CENTER ERR. FURRING M.O. MASONRY OPENING R.W.L. ROOF VENT W.V. WATER VALVE A101 6.DIMENSIONS SHOWN DO NOT INCLUDE THE THICKNESS OF ANY APPLIED DRAWN JESSICA r C.U. CONDENSING UNIT F.W.C. FABRIC WALL COVERING M.R. MOISTURE RESISTANT R.V. W.W.F. WELDED WIRE FABRIC AIIConstruction5ubjectto C.U.H. CABINET UNIT HEATER MTD. MOUNTED FINISH MATERIALS.DIMENSIONS ARE EITHER TO FACE OF STUD,FACE OF lioB NO. 001 0 C.W. COLD WATER YD YARD MASONRY,OR CENTERLINE OF OPENINGS OR STRUCTURE. Field Inspection Name LEVEL JC B SITE PIAN cfiHEE Elevation Page#: 22 of 49 uMeE Pla is must be n Job/ 0 i Date: Sit for all insD ctior A r1 2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) TABLE N1102.1 INSULATION&FENESTRATION REQUIREMENT CLIMATE FENESTRATION CEILING WOOD FRAME MASS WALL FLOOR BASEMENT/CRAWL SLAB R-VALUE ZONE U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE SPACE R-VALUE &DEPTH 5 0.32 49 20-OR-13+51h 13/17 30 15/19 10;2FT Q fCOMcheck Software Version 4.1.0.0 Envelope Compliance Certificate U Project Information Energy Code: 90.1(2007)Standard �I Project Title: DR.BOHEME Location: Twin Falis,Idaho Chian Zone: 5b rt zkl cl Type: 31%Construction vert ical Glag/Wall Area: 31% Construction Slfe: Owner/Agent: Designer Conrc.—, TWIN FALLS,ID ARCHITECT STAMP Building Area Floor Area LICENSED 1-Health Care-Clinic'.Nonresidential 6020 ARCHITECT AR-985249 Envelope Assemblies 03.05.2019 9 Assembly Gross Area Cavity Cont. Proposed Budget U. 200.0' or R-Value R-Value U-Factor Factor,., Perimeter — — — — Emedor Wall 1:Wood Framed,16'o,c.,(Bldg.Use I-Health Care- 3006 20.0 5.2 0.046 0.064 Clinic] Windows'.VmyllFiberglass Frame,Pen.Type:Energy code default 889 — — 0.600 0.350 Couple Pane with Low-F.Clear,SHGC 0.59.(Bldg.Use 1-Health w w y, w J- w w w W W y, w W oc,�S y, w W W y, w W care-C6mc] W W JESSICA PETTY Glass Door:Glass 1>50%glazingl:Metal Frame,Entrance Door.Pert. 48 -- 0.900 0,800 W W Type Energy code default.Double Pane with Low-E.Clear.SHGC STATE OF IDAHO 0.68,[Bldg.Use 1-Health Cam-Clinic] Solid Door:Insulated Metal,Swinging,[Bldg.Use 1-Health Care- 48 --- -- 0.320 0.700 Goo W W Clinic] Floor 1.Wood-Framed,]Bldg.Use 1-Health Care-Clinic[ 6020 Sao 0.6 0.032 0.033 Roof 1:Insulation Entirely Above Deck,[Bldg.Use I-Health Care- 6020 — 39.0 0.025 0.048 W Clinic] (a)Budget U-faclors are used for software baseline calculations ONLY,and are not code requirements. I W Wv W w I Envelope PASSES�Design 4-1.better than code ID �Z Envelope Compliance Statement ID Compliance Statement:The proposed envelope design represented In this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been js designed to meet the 90.1(2007)Standard requirements in COMcheck Version 4.1,0.0 and to comply with any applicable �d mandatory requirements listed In the Inspection Checklist. Jessica Petty-Architect 01.30.2019 W W W w Name-Title Signature Date T AVM .9 1UJ Project Title: DR.BOHEME Report date:01/30/19 (n Data filename:C:\Usersyessicz\Dropbox\—Work \12,15 Deslgn\2018\Boehm. Page 1 of 9 r Z EXIST, Dq MPSTER Q J LL IL ��TT � ❑❑ Z W J.-1 J—1 \� 71�VM ,b ❑ ❑ l M b � 06 I ~ NORTH 0 AD L------- --- --------- -----� ----- ---- ----- ----- ---- ----- ----- ---------- ----- --------- --- w -----� � w w i m � /—F—I T_7--1—T--77--1—T——19�s.sz7--1—T--TT--1--F--T__� s L_L I—L—L—I—L—L—I—L—L—I—L—L—I—L—L—I—LJl-1— o -- ------ L-- �-�-4=------_ _ __ ____ --- ------i--- mo VERIFY SCALES 1.E NCH VILLAGE PARK WAY TOR ORIGIAR IS NAL IAWI ON ORIGINAL DRAWING o IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY 0 cm REVISIONS ^I ———————————————————————————————————————— NO. REMARKS J 2 SITE PLAN C) 1116"=1'-0" IS N CHECKED r C DATE 02.06.2017 DRAWN JESSICA r U JOB NO. 001 106 SITE PLANS SHEET NUMBER Plans must be on Job A 1 .0 Site for all inspections a 4 A5.1 90'-0" 5'-7" 10'-5" 10'-4" 10'-4" 10'-4" 10'-4" 9'-01, 4'-7" 7'-3" 5'-6" 6•_4" �9 A GENERAL FRAMING NOTES: x5'-o^ 5'-o"x5'-o" 5•-0^x5•-o^ 5'-o^x5'- 5'-o"x5'-0^ 5'-o^x._O.. 5•-o"x5' 0" - 5'-o"x5'-o^ 5'-0^x5'-o" 1.EXTERIOR WALLS 2x6,INTERIOR WALL52x4 3'-OiAFF Oo. 3'-O"AFF 3'-�0"AFF 3'-OiAFF 3'-�"AFF 3'-OiAFF 7'-Oi AF e� 3'-OiAFF 3'-O"AFF UNLESS NOTED.DOUBLE TOP PLATE AND SINGLE 1� BOTTOM PLATE. 2.FIELD VERIFY ALL DIMENSIONS. O o FUTURE Sy 4RY r FUTURE OPERATORY r ORE RATO10. OPERATO OPERATO Y FUT RE OPERATORYr a OFFICE N a 3.VERIFY ALL WINDOW AND DOOR HEADER n 10'-4" 10'-4" 10'-4" '-S. 5'-0" 11'-8" - - HEIGHTS WITH GENERAL CONTRACTOR. Ek� • P 4.WINDOW AND DOOR HEADERS TO BE 4x8 DF w/ 1 OOU B B 2X6 TOP AND BOTTOM PLATES UNDER 5'-0"SPAN. �� rn USE 4x10 W/2x6 TOP AND BOTTOM PLATE AS z HEADERS UP TO 7'-0"SPAN w/DOUBLE CRIPPLES. `-ul r g r B w ALL LARGER SPAN HEADERS WILL BE CALLED OUT B ON PLAN. B e e 5.SHEAR PANELS ARE TO BE 7/16"OSB SHEATHING -- -� ____�__�_ -- ---- ---- ---- ---- -- --__ ---- 7 -�� - - w/MIN.6d NAILS OR MIN 13/4"GAUGE STAPLES 12 N BI < __ 2A-10B FIRS l o.c.FIELD NAILING AND 3"PERIMETER NAILING.SEE U 3'-0" EXTINGUISHER, RE$TROOM`I FOUNDATION PLAN FOR STHDI4 STRAP LOCATIONS. •-0^xT-5• TYP TYP TYP WALL MOUNTEDW/� I q 0 TOPL AF� g 6.ROOF SYSTEM TO BE PRE-ENGINEERED 10'CEILING B MANUFACTURED WOOD TRUSSES.SEE TRUSS MANUFACTURER LAYOUTS AND SPECIFICATIONS FUZZ TORY i I 1 FOR INSTALLATION. DESK ____ __ __ ___ __3'•o^x7'•o" � ti.S' STERIL ZATION B w 7.USE TEMPERED GLAZING IN DOORS,SLIDING PATIO DOORS,STORM DOORS,SHOWER&BATH ra `---11'-8 5'-3 14'-0" 6'-0' 0 8'-0. 5'-31/2" 0 9'-0' p 30,-9" ENCLOSURES,WINDOWS WHERE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 48"OF A ARCHITECT STAMP ARCHED LAB m —G< VERTICAL EDGE OF AN ACTIVE DOOR AND FIXED STORAGE o111AGING OPENING PANELS GREATER THAN 9 SO FT WITH THE LOWEST LICENSED B B N EDGE LESS THAN 18"ABOVE FLOOR. ARCHITECT � II A it------ - AR-985249 y r Z7.,0.. T,O. o 11'-8 5'-31/2 10'-10 14'-0" 3'-2" 5'-31/2" iv '-0. LL 11 FU�U TORY OFFICE w JANITOR —e a DRYWALL NOTES: 03.05.2019 _ MANAGER h 1.5/8"SHEETROCK INSTALLED ON ALL CEILINGS. B of B W ME S o _ 2.112"SHEETROCK INSTALLED ON ALL WALLS,UNLESS _ . _< CONSULT' !,x_� `� NOTED. "^ �R 2.70"xT•0" Q i162, + p eLL \1 'n p L___ 3'-0"xT-0 J —."0 3 ANY FIREWALLS WILL BE NOTED ON PLANS WITH SPECIFICATIONS FOR RATINGS. JESSICA PETTY 7'-113/4" TENANT SPACE '" o ++° �x ! 1450 SO FT 4.SHEET PERIMETERS SHALL BE NAILED AND FIELD STATE OF IDAHO m M ------ 7'-0.. v SCREWED PER CODE REQUIREMENTS. 10'CEILING 3•-O.x7.-0.. 3'•o"x7•o^ p ------ -� S.STANDARD FINISHING PRACTICES OF TAPING, FOOTING FOR 1°° B B RECEPTION FUTURE N 3 �- r- 'I- COATING AND SANDING. ¢ MECHANICAL B 28'-31/2" A6,2 iim B I 6.CORNER BEAD ON ALL CORNERS UNLESS DIRECTED PERGOLA O _ T. x8'-o w I B I < BY GENERAL CONTRACTOR. o rL o MENS 7.FINISH OF DRYWALL SHALL BE'HAND TEXTURED'W/ 10B\IRE HAND DOBBED CEILINGS AS STANDARD,UNLESS EATING - ----------- ------ ------ - DIRECTED BY GENERAL CONTRACTOR.NOTE:BULK OF n W L MOUNTED G - PROJECT MAY BE'STANDARD'WITH SPECIAL AREAS OF r N w T P<5'AFF. _ o r' _ 3•-o"x 'To81/4" T-113/4" C6- 1 8'-41/2 i� 91,'1 6'-11/2 i8'-71/2" '-0" SMOOTH TEXTURE. + 8.ALL STEPPED CEILINGS ARE NOT TO RECEIVE ANY - p H ARCHED 04� ING CORNER BEAD UNLESS DIRECTED BY GENERAL CONTRACTOR.ANY CORNER BEAD INSTALLED IN og " �N_ RR FF o QI �iL STATION SNACK J m 4'-7 16" 2'-0" THESE AREAS IN ERROR SHALL BE THE W/D _ ___ ___ _-_----- __ F�((OUNTER RESPONSIBILITY OF THE SUB CONTRACTOR TO A REMOVE AND DISPOSE OF THE MATERIALS AT THEIR ui FOOTING FOR m eil i`m eLL EXPENSE. FUTURE as e.i8 + ____ _ 31/2" 3'- _______ r_____ __ 2'-5112" —,ee 0 LL ni C BINET 8 1 n r 1 J r r/2 _ e,� 9.PROVIDE WATERBOARD AT ALL TUB AND SHOWER �� B r` ________o e / l r__________ r� rl n n LOCATIONS. Q PERGOLA _� 11/4" 18'-41/2" 81/2" 10'- 13'-41 e� ClSEWORK 1 - -51/4" 'e ___ __ 0EARl GWALL o 10.DRYWALL CONTRACTOR TO PRIME FINISHED — o e -- WALL BREAK ROOM _ _x L__________J L_ ______ I_________� I______ __ LL TAPED,COATED,AND SANDED AREAS PRIOR TOui - o %__ _ ______ ______ —:e TEXTURING. J eLL MOUNTED < 10'CEILING L- ;.+ r r____ r_ r r._________- 6 wa_ T✓ BENCH/ ` 12'CEILING i I I i I i A m 11.DRYWALL CONTRACTOR TO REMOVE ALL DRYWALL J h n bx b . LL .�___ _______i _______1� II W J J KIDS A 12.HANG ALL GARAGE CEILINGS AND WALLS WITH 5/8" Z m N ' O1 CORNER e _ -q o m I i SHEETROCK. b N fO ONV WALLS b ---A -----"---------- 13.TAPE,COAT,SAND AND LIGHT ORANGE PEEL rn o m TEXTURE ONE ALL GARAGE WALLS UNLESS NOTED N iv '-5"x5'-o"� z'-0 O"AFF^ 2'-0 O"AFF" 2'-00"AFF^ z'-80"AFF^ OTHERWISE ON PLAN OR DIRECTED BY GENERAL Q Z q q A - I 3'-0"AFF 3'-0"AFF 3'-0"AFF 3'-0"AFF 3'-0"AFF CONTRACTOR. Q 2'-0 2•-0"x5'-0" T-5"x5-0" 6'-0"x5'f- 2'-5"x5'-0", 2'-5"xS-0" V-0"x5'-0" 2•-5"x5'-0" S'-0'AFF 3'-0"AFF 3--0"AFF 3'-0"AFF 3'-0"AFF 3'-9"AFF 9'-0"AFF 3'-0"AFF J e 2'.o"x5'-o^ v 12'C ILIN 3'.0"AFF H GING II HT WALL TYPES O o O v EXTERIOR LL SEE:ELEVATIONS FOR FINISH COLORS El 11Z w AO FIBER CEMENT SIDING(REFER TO rn V-71/2" TYR.EXTERIOR WALL' < 19'-10" 1'-71/2"2'-0" 13'-7 2'-0 8'-0" 2'-0 14'-10" 2X6 WOOD STUDS ELEVATIONS AND SECTIONS)OVER BLDG. 3 2'-6" 2'-6" -2" 4' 9" 4'-9" T_ " 5'-0" 5'-0" •-2" 4' 9" 4'-9" T_2" 4'-0" 4'-0" 2'-41/2"2'-& 2'-6" 2'-6" 2'-6"2'-41/2" 4'-0" 4'-0" WRAP&EXTERIOR SHEATHING mI ATTACHED TO 2X6 WD.STUDS @ 16"O.C. s T-2" 1'- " 8-3" 1-0" 5'-2" 15-10" 1 -0" 15-10" 8-0" 14-9" 8-0" WI(1)LAVER 5/8"GYP.BD.AT EXPOSED INTERIOR FACES.PROVIDE MIN.R-21 m 4 BATT CAVITY INSUL. VERIFY SCALES T IS BAR IS 1 INCH t 1-MAIN FLOOR PLAN A5 1 INTERIOR ON ORIG NAL DRAWING m 3/16"_ _0 TYPICAL INTERIOR WALL: O WOOD STUDS AT 16"O.C.WITH 5/8" IF NOT 1 INCH ON 66 ALL EXIT DOORS OTHER THAN THE MAIN EXIT 2 X 4 WOOD STUDS GYPSUM BOARD EACH SIDE. THIS SHEET, A JUST ry PROVIDE SOUND BATT INSULATION DOOR TO HAVE PANIC, PUSH-PAD,OR LEVER AT ALL NEW WALLS.INSTALL WALLTO STRUCTURE ABOVE.TAPE, ACCORDINGLY o PROVIDE SIGN, HARDWARE THAT DEACTIVES IN A SINGLE MOTION ORANGE PEEL TEXTURE&PAINT. "THIS DOOR TO REVISIONS �I REMAIN UNLOCKED O PLUMBING WALL: WHEN BUILDING IS WOOD STUDS AT 16"D.C.WITH NO. REMARKS OCCUPIED." 2 X 6 WOOD STUDS 5/8"GYPSUM BOARD EACH SIDE. TAPE,ORANGE PEEL TEXTURE& PAINT. 0) o 2 Q 0 O 1-HR FIRE WALL: CAI 2X6 WOOD STUDS AT 16"O.C. 2 X 6 WOOD STUDS WITH 5/8"TYPE"X"GYPSUM CHECKED r C BOARD EACH SIDE (ILL DES U 305) DATE 02.D6.2017 co DRAWN JESSICA r O - JOB NO. 001 SHEET NUMBER JO S E P�� Pla m st b on a or RCP LEGEND rrW^ v� LIGHT FIXTURES Q ® EXIT SIGN O OI EXTERIOR LIGHTS (WALL MOUNTED) ^` "COORDINATE ALL LOCATIONS& FIXTURES WITH ELECTRICAL& MECHANICAL PLANS {,` ..FUTURk SQRGERY.: ," "F.U-FURE'OPERATQRY: .:. OPER TORY,..; :OPERWORW. : .' : .'OPERATORY ' FUTURE OPERgTORY: OFFICE : OFFICE r ....: ,_ ",. .:.-�,.,. .,"'.'",: _ ARCHITECT STAMP 4. .'. .., . .,... ;.,, .,,.. - ..�: '.`'..�'� ;�- "'!.". -'.'. ' LICENSED .. .: . z. ARCHITECT Lu 0. ,- OP NING RESTRO g p ¢M 7 H DER -. 10 0 - - �— fZTy FUTURE ORERAYORY1 1. � STERILIZATION e'-0 1 i'HEADER JESSICA PETTY yes o ®--" - .�. �. g_0� '. STATE OF IDAHO _ -9 -. G O B T_HEADER �' - STORAGE � � IMAGING CONSUL_F ! -. i JAN170R; FUTURE OPERATORY Ili9'-0 Ir. OFFICE - y ® I MANAGER 41 9' 0" WOMENS- 6 0 TENANT SPACE 6 0" 1450 SO FT w S&F17 10'OEILING 5 Q RECEPTIONS L MECHAN{CAL ®g;_0„ AV LU - -� I 0 Q UNFINISHED z J A�t NED ' II_ ARCHED 0, ING` 4 t ; a -OPENMG. STAFF Q Z 7. __ _ RR ------- -------- -- ---- — -------- J .,I ,12�_0.,. .I I.. U ' ... .g._0. .. - qq� 1 ! ® Y I I I I 1LU .. :.:BREAK ROOM:. _ I I � 1 1 I I.I•. r- -=i r---------- ------ -- ----- --- --- ---- :. .a .. ...,- .. ... _10'.CE.ILRJG-� .� � ___ __ •",I.I;_ I'I .�. LI .,. LU ..:I., "KIDS.:.., I- I,I,.. !;; .WA{YI,NG :r 1. ..p.: J CORNER d! I I.' �: 'I.. LL ------------ LU G - ml . E o ® 10. 2 0 ® - VERIFY SCALES E THIS BAR IS 1 INCH ON ORIGINAL DRAWING 0 0 IF NOT 1 INCH ON JU ' THIS SHEET,ADJUST MAIN FLOOR RCP SCALES ACCORDINGLY cm REVISIONS 7: NO. REMARKS J 0) r 0 O L LJESSICA 06.2017N O. JOB SITE PLAN HEET UMBER Plans must be on Jo A2. Site for all inspectio a ELEVATION NOTES: �0y 1.ALL ROOF COVERINGS SHALL CONFORM TO THE IRC,AND SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. 2.FLASHING SHALL BE PROVIDED AT ALL EXTERIOR OPENINGS, DECKS.CHIMNEYS,AND ALL ROOF PENETRATIONS PER CODE. 3.PROVIDE ATTIC VENTILATION IN O ACCORDANCE WITH IRC SECTION 806.2 SPECIFICATIONS. Sign Not a Part of this 4.50%OF REQUIRED VENTILATION TO BE PROVIDED T-0"ABOVE THE permit.Sign needs to EAVES.THE REMAINDER OF OVIDED be permitted through BY SOFFIT VENTS IN TH EAVES. 5. SOFFIT VENTS IN THE EAVES. 5.PROVIDE ATTIC VENTS ON REAR a separate permit. FACE OF ROOF WHEN POSSIBLE. 1 r ARCHITECT STAMP LICENSED ARCHITECT AR-985249 T.O.SECOND _ FLOOR 03.05.2019 JESSICA PETTY - J ] T T STATE OF IDAHO MAIN FLOOR 0'-0" V OTE:A SSNOM E ACCB OF A CONTRASTING COLOR OF ADJACENT WALL.SUITE NUMBERS TO BE 4"TALL&OF A CONTRASTING COLOR OF ADJACENT WALL. NORTH 1/4"=1'-01, W O 2 20 W OJ M J W Q LL OH H L7 Z O > w J w 0 31 E m T.O.SECOND VERsfiARSCALES FLOOR ON ORIGINAL DRAWING m — — — — — — — — — — 11'-1 7/8" 0�1" 6 IF NOT 1 INCH ON - S SHEET,ADJ cm - ACCORDINGLY 0 REVISIONS NO. REMARKS 71 .. _ _ _ F1 O =III-III=I I =I I d I d I 1 I =I I I I I=III �_� -� �_� =III =111=III=III=III=� �_� �_� MAIN FL000� N CHECKED r III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III DATE 02.06.2017 I- III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III -I DRAWN JESSICA III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1I I=I I I=I I I=1I I=I I=III=III=III=III=III=1I =III=III=III=III=III=III=III=III=1I I=III=III=III=III- JOB 0. 001 0 III III III III III III III III III III III JOB SITE PLAN 3HEET UMBER WEST Plans must be on 10 A3.0 1/4"=T-0" Site for all inspect or a ELEVATION NOTES: W 1.ALL ROOF COVERINGS SHALL CONFORM TO THE IRC,AND SHALL BE INSTALLED PER �1 MANUFACTURER SPECIFICATIONS. �•/ 2.FLASHING SHALL BE PROVIDED AT ALL EXTERIOR OPENINGS, DECKS.CHIMNEYS,AND ALL ROOF ^ PENETRATIONS PER CODE. 3.PROVIDE ATTIC VENTILATION IN O ACCORDANCE WITH IRC SECTION 806.2 SPECIFICATIONS. 4.50%OF REQUIRED VENTILATION TO BE PROVIDED T-0"ABOVE THE EAVES.THE REMAINDER OF IL VENTILATION IS TO BE PROVIDED BY SOFFIT VENTS IN THE EAVES. 5.PROVIDE ATTIC VENTS ON REAR FACE OF ROOF WHEN POSSIBLE. n+ U r ARCHITECT STAMP LICENSED ARCHITECT T.O.SECOND AR-985249 FLOOR 11'-1 7/8" I 03.05.2019 JESSICA PETTY STATE OF IDAHO MAIN FLOOR -III III III III III III II III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III 0 0 I 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= -III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II I 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= III III III III III III II. I.. II III III III III III III III III III III III III III III III III. I I.. III ..III III III III III III III III III III III III III III III III III. III . III.. II rl EAST 1/4"=T-0:1 Cw G 0 2 20 �.�..I U) OJ J p Q LL z z O w J W 0 31 E m 6 VERIFY SCALES E THIS BAR IS 1 INCH ON ORIGINAL DRAWING 6 T.O.SECOND F NOT IINCH ON — — — — — — — — — — — — — FLOOR /1 THIS SHEET,ADJUST �I 11'-1 7/8" SCALES ACCORDINGLY N .. :, :::.' ..,- i.. ,�... �. ,' -'.'-.-.•, REVISIONS �I NO. REMARKS J r 2 _ ' CHECKED C ..� � ..- � -.�.. .".:.. .. .....�. .,...�.. DATE 02.06.2017 FIFMAIN FLOOR III III III III III III II III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III II III II III II III III III III III III DRAWN JESSICA JOB NO. 001 0 III-III-III I III I I I I I I I I I I -III III-I I-III III III-III-III-III-III I I I I I I III I I III-III-III-III-III-III-III-III-III-III-III I I I I III III III III III III II III III III III III III III III III II III III III III III III III III III III III III III III III II III II III II III III III III III III SHEET —III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I— JOB SITE APdG/M�BE w Plans must b on JoY"]3. I SOUTH Site for all ins ctions a 2 1/4"=1'-0" O 4 CJ r ARCHITECT STAMP LICENSED ARCHITECT AR-985249 03.05.2019 JESSICA PETTY STATE OF IDAHO 6"/12" ARCH W � O 20 LUL L OJ M J W Q LL NN Z 6"/12 6"/12' 6"/12" 12" Z 6"/12" 6"/12" - Q J LL 0 31 E 6"/12" 11 m ,2" 6"/12 9 VERIFY SCALES E THIS BAR IS 1 INCH ON ORIGINAL DRAWING 0 IF NOT 1 INCH ON THIS SHEET,ADJUST SEE TRUSS LAYOUT FOR SCALES ACCORDINGLY cm ROOF FRAMING PLAN 4 REVISIONS ^I A51 ARCH NO. REMARKS J 0) o e �ROOFPLANPLAN 0 N CHECKED r C DATE 02.06.2017 DRAWN JESSICA r U 0. 001 JOB SITE PLAN HEET UMBER Plans must be on Jo A4. Site for all inspectio a ROOF TRUSSES,SEE STRUCTURAL I\ S., ^ U T.O.SECOND V — — — — — — — — — — — — — — — — — FLOOR 11'-1 7/ r ARCHITECT STAMP LICENSED — — — — MAIN FLOO�1 ARCHITECT - III—III 0-0" AR-985249 -III-III-III-III _ _ I-III-III-II 03.05.2019 I I I I I I I I I I I I I I I I I I I I I I I I I I I I-III-III-I I I I I I I I I �I I I III-III-I �I I I III-III III I-III-III-III-III-III-III-III-III-I I I I I IF I 1 1_�1�I I� 4 SECTION X re� 3116"=1'-0.. JESSICA PETTY STATE OF IDAHO OVERDIG CRAWL SPACE SO THERE IS 30"MIN. CLEAR BELOW FLOOR JOIST NOTE:FASTEN BLOCKING TO DOUBLE TOP PLATE w/ ASPHALT SHINGLES SIMPSON A35 @ 24"o.c.- OR-LTP4 @ 24"o.c.-OR-(4) ui 10d TOENAILS PER BLOCK 7/16"PLYWOOD SHEATHING MANUFACTURED TRUSS T Q SEE FOR ROOF O J PLAN FOR ROOF PITCH J R-49 ATTIC INSULATION 2"INSULATION BAFFLES(MIN.AIR SPACE) M Q ATTACH EA.ROOF TRUSS TO DBL.TOP w LL PLATE OF WALL w/SIMPSON H2.5 OR Hi 2x6 SUBFACIA ' r T.O.PLATE HEIGHT L•` 8"FASCIA FINISHED CEILING 2'-0"TYP. OVERHANG CLADWOOD SOFFIT z (BOX END OF SOFFIT Z @ OUTSIDE HOUSE Q LINE)w/16"xB" SOFFIT VENTS @ 8'-0"o.c.,TYP. Q Lu 0 W 31 E EXTERIOR FINISH,SEE ELEVATIONS m 7/16"OSB 2x WALL,SEE PLAN INTERIOR FINISH, p` 5/8"GYP.BOARD SHEATHING VERIFY SCALES EXTERIOR SHEATHING, SEE PLAN E 2x6 STUDS 16"o.c,TIP. SEE PLAN THIS BAR IS 1 INCH 2x6 P.T.SILL W/MIN.W/1/2.Ox10" ON ORIGINAL DRAWING o FLOOR SHEATHING, R-30 INSULATION R-21 INSULATION w/VAPOR BARRIER NOTE:SINGLE TOP ANCHOR BOLTS @ 48"O.C.W/MIN.7" SEE PLAN 0-1" p EMBEDMENT.&NOT MORE THAN 12" PLATE ALLOWED IF FLOOR FRAMING, IF NOT 1 INCH ON w PRESSURE TREATED MUD SILL FROM CORNERS&ENDS THIS SHEET,ADJUST PONY WALL STUD IS SEE PLAN �y 7/8"OSB FLOORING ALIGNED w/JOISTS 0'-0"T.O.FINISH FLC OR SCALES 1/2"x 10"AB w/7"EMBEDDED SHEATHING ACCORDINGLY REQUIRED AT Z o I-JOIST,SEE PLAN SHEAR WALL T.O.GRADE MAIN FINISH FLOOR _ cm 2x4 STUD WALL wI III a REVISIONS xl DOUBLE TOP PLATE& III CONC.WALL, NO. REMARKS ` PRESSURE TREATED III. SEE PLAN �I SILL PLATE Z IIII WHEREAREQ'D 0) I- POUR-IN-PLACE Z 2 6ML VAPOR BARRIER CONCRETE FOOTING g - REBAR PER U 30°MIN. p a CURRENT CITY z C) m CONCRETE FOOTING,SEE PLAN w —III CODE g a -III _ 6 MIL BLACK VISQUEEN w III=<-a Z CHECKED _ 6MM VIS-QUEEN —w ••'__, a a a < DATE LJESSICA 2017 -III-III-IPLh III-III-III-III-I� SEE PLAN(IIIIIIII w w I-III-III-III-III-III-III-III-I _ -I , N ___ I= DRAWN o SEE PLAN EET JOB SITE Pl S 'SE NU BER 1 WALL SECTION-1 STORY 2 PONY WALL w/FOOTING 3 TYPICAL FOUNDATION Plans must be b F. b1/2"=1'-0" 3/4"=1'-0" 314"=1'-0" Site for all insp V a DOORS AND DOORWAYS 54"MIN. 48"MIN. 48"MIN. 1, 54"MIN. 11370) (1220) (1220) (1370) r---� r 1 1 Q 18"MIN. b 36"MIN. i ^ 42"MIN. z ^ ---- a, a �� / \ rC ----� a� z o (915) N (1065) z g 24"MIN. Z ^ i - 24^MI z z z \\ (610) 24"MIN. C__ Ll I=" \ (A) (B) (A)FRONT APPROACH (B)POCKET OR HINGE APPROACH (C)STOP OR LATCH APPROACH (A)FRONT APPROACH,PULL SIDE (B)FRONT APPROACH,PUSH SIDE (C)HINGE APPROACH,PULL SIDE (D)HINGE APPROACH,PULL SIDE (E)HINGE APPROACH,PUSH SIDE (F)LATCH APPROACH,PULL SIDE (G)LATCH APPROACH,PUSH SIDE FIG.404.2.E FIG.404.2.4.2 7W0 DOORS IN A SERIES CLEAR FLOOR SPACE FIG.404.2.4.1 REACH RANGES 60"MIN. 60"MIN. U (1626) (1525) 8"MIN. (205) \ L----J Z o^^ n' x L--- —J rJ _ L J \ = 31. 0"MIN.I. 48"MIN. 17"MIN. ^ ^ N N ry ^ ARCHITECTSTAMP �" ,r- L---j 11"MIN.�' z_o N N �36"MIN.� 60"MIN. (280) (430 N (1525) m LICENSED /12"MIN. 36"MIN. 12"MIN. _ - ARCHITECT FIG.306.3 FIG.306.2 .. (305) (915) (305) (A)FORWARD (B)PARALLEL (A)FORWARD APPROACH (B)PARALLEL APPROACH KNEE CLEARANCE TOE CLEARANCE Z^ AR-985249 FIG.305.7 0 20"MAX. 20"-25" 10"MAX. 2'MAX. (A)CIRCULAR (B)T-SHAPED MANEUVERING CLEARANCE IN AN ALCOVE ;o (510) (510-635) (255) (610) 03.05.2019 FIG.304.3 FIG.405.5 FIG.308.2.1�S FIG.308.2.2 FIG.308.3.1 FIG.308.3.2 UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH SIZE OF WHEELCHAIR TURNING SPACE POSITION OF CLEAR FLOOR OR GROUND SPACE PROTRUDING OBJECTS JESSICA PETTY ARY COMMUNICATION ELEMENTS I ® 2.35" STATE OF IDAHO AND FEATURES CEILING CEILING ; (so) MAX. 0ter— � � o o u >� N O O o O = F O o 0 0 FIG.703.2.4.4 o O O O O o ? o c7 = CHARACTER HEIGHT ml �I X>12" M c o J x (x>305) 0 0 o M w z L J r h x I-A -r 12" N X>12" .A O v _ _ _ X. MAX. O (A)PARALLEL APPROACH - ^ (X>305) ) (305) FLOOR OR GROUND FLOOR OR GROUND L J 16 MAX. 50'-100' 50'-100' 15'MAX. FIG.705.OM FIG.30DI FIG.307.3 W (A)WALL ALARM (B)WALL ALARM WITH 18"MIN. (B)FORWARD APPROACH TRUNCATED DOME SIZE LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS (4570 (15-30m) (15-30m) (4570) SMOKE DETECTOR (455) C O FIG.704.2.1 LJ FIG.702.3.5.1 FIG.702.3.3.1 FIG.702.3.3.2 FIG.703.2.8 CLEAR FLOOR OR GROUND APPLIANCE SPACING IN CORRIDORS LOCATION OF WALL-MOUNTED APPLIANCES LOCATION OF CEILING-MOUNTED APPLIANCES MOUNTING LOCATION AT DOORS SPACE FOR TELEPHONES Q W OJ J 54"min. Z /� LaL PLUMBING ELEMENTS AND FACILITIES (39 41" 36"min. -07 1 1 1 z (990 (915) c 1 -m 3 1/2"max. 12"max. 42"min. .E ^ E c ^ - Ll 24"min. O (90) (305) (1065) '36' 15)mm MIN. - _ a - WHEN (610) r - r 5"max. 15"maz. ^ C WALL SPACE Q E y i6"-18" PERMITS _ _ _ _ (125) (380) (405455) ��' TRANSFER s E N 2 6 - .Ma. SIDE 4"max. -{--1` r - .E a (100) L J 0 60"min. - - (1525) 0"min. 60"min. L - - - 7"FIG.604.21604.3.1 (1525) (1525) (A) PARALLEL APPROACH WATER CLOSET LOCATION/ (180-2309 ) 9 (n SIZE CLEARANCE E E J (B) FORWARD APPROACH FIG.604.4/604.5.1 FIG.604.5.2 FIG.604.7 (A) WALL-HUNG WATER CLOSET (B) FLOOR-MOUNTED WATER CLOSET . �� Q HEIGHT OF WATER CLOSET/ FIG.602.5 REAR WALL GRAB BAR FOR WATER CLOSET DISPENSER LOCATION DRINKING FOUNTAIN SPOUT LOCATION SIDE WALL GRAB BAR FOR WATER CLOSET FIG.604.8.1.1 FIG.604.8.3 FIG.606.3 0 0 31 E m 9 VERIFY SCALES E THIS BAR IS 1 INCH ON ORIGINAL DRAWING m 0 IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY 0 cm REVISIONS ^I NO. REMARKS J 0) o 0 O 6DATE CKED r C 02.06.2017 WIN JESSICA r U NO. 001 JOB SITE PLANS Plans must be on Job SHEET NUMBER Site for all inspections A6. a DOOR SCHEDULE NUMBER HEIGHT WIDTH HARDWARE 101 8'-0" 3'-0" ENTRY LOCKSET O 102 8'-0" 3'-0" ENTRY LOCKSET 103 4'-0" 2'-10" NO LOCK/KIDS PLAY SPACE 104 T-0" 3'-0" OFFICE LOCKSET 105 T-0" 3'-0" RESTROOM LOCKSET Qu 106 8'-0" 3'-0" NO LOCK/CASEWORK 107 T-0" 3'-0" ENTRY LOCKSET 108 T-0" 3'-0" STORAGE LOCKSET 109 T-0" 3'-0" STORAGE LOCKSET V 110 T-0" 3'-0" OFFICE LOCKSET 111 T-0" 3'-0" RESTROOM LOCKSET 112 8'-0" 2'-8" STORAGE LOCKSET-POCKET DOOR 113 8'-0" 3'-0" ENTRY LOCKSET 114 7'-0" 3'-0" OFFICE LOCKSET 116 7'-0" 3'-0" RESTROOM LOCKSET 117 T-0" 3'-0" OFFICE LOCKSET 118 T-0" 3'-0" STORAGE LOCKSET ARCHITECT STAMP 119 T-0" 3'-0" RESTROOM LOCKSET LICENSED 120 T-0" 3'-0" RESTROOM LOCKSET ARCHITECT 121 T-0" 3'-0" OFFICE LOCKSET AR-985249 122 T-0" 2'-10" STORAGE LOCKSET 03.05.2019 123 T-0" 3'-0" OFFICE LOCKSET 124 8'-0" 3'-0" ENTRY LOCKSET JESSICA PETTY STATE OF IDAHO BUILDING 34"MAX COUNTER HEIGHT FOR CHECK WRITING 2'-6" 24"OR LES I S 24"OR LESS (2)LAYERS 3/4"PARTICLE BOARD w/PLASTIC LAMINATE EA.SIDE C Q SAFETY GLASS REQUIREMENTS: c GLAZING IN INDIVIDUAL FIXED OR OPERABLE WHICH MEETS ALL OF THE Q FOLLOWING CONDITIONS: 1.EXPOSED AREA OF AN INDIVIDUAL PANEL GREATER THAN 9 SO FT. 3/4"WOOD CLEAT AT EA.END 1 1 I 2.EXPOSED BOTTOM EDGE LESS THAN 18'ABOVE THE FLOOR. 1 1 1 __ ______ _ _- --- 3.EXPOSED TOP EDGE GREATER THAN 36'ASOVE THE FLOOR AND; - (n 4.ONE OR MORE WALKING SURFACE(S)WITHIN 36"HORIZONTALLY OF - 1-D 3/4"PARTICLE BOARD w/PLASTIC y THE PLANE OF THE GLAZING. - LAMINATE O J o J o �m GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A Q DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN LL r. w w 24 INCHES,EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' Z rq ABOVE THE WALKING SURFACE. '^r' 2 SAFETY GLAZING 3 RECEPTION DESK Q 3/4 J NOTE: Q PROVIDE SOLID W N 39"T041" WOOD BLOCKING AT ALL WALL MOUNTED °3 :�x EQUIPMENT. ADOUBLE JUMBO BATH TISSUE DISPENSER MANUF:KIMBERLY-CLARK(OR EQUIVALENT) AUTOMATIC PAPER TOWEL DISPENSER BATTERY H G D OPERATED o` C LAVATORY SHALL E H MANUF:KIMBERLY-CLARK(OR EQUIVALENT) VERIFY SCALES t EXTEND z O FRAMED MIRROR EACH SINK THIS BAR IS 1 INCH 17"MIN.FROM WALL. g z MANUF:BRADLEY 781 CHANNEL-FRAMED(24 X 36) ON ORIGINAL DRAWING m° THE CLEAR KNEE SPACE 6 SHALL BE B"IN DEPTH O 36"GRAB BAR(HORIZONTAL) IF NOT 1 INCH ON MIN.AT 27"MIN.ABOVE MANUF:BRADLEY GRAB BAR 812 THIS SHEET,ADJUST THE FLOOR AND 11"IN SCALES DEPTH MIN.AT 9"MIN. b O MANUF:BRADLEY BAR 812 w LL II ABOVE FLOOR - GRAB BAR( ) ACCORDINGLY LL g i O v M m O INSULATED DRAIN FOR LAVATORY SINK a K 1JJ v i m `v REVISIONS �I O r _ _ O 18"GRAB BAR(VERTICAL) NO. REMARKS z MANUF:BRADLEY GRAB BAR 812 - 1q__' O 4'-0"HARD SURFACE WAINSCOT 0'-8" o° MIN. O SANITARY NAPKIN DISPOSAL(WOMAN'S TOILET ROOM) r A 7"T09" I MANUF:BRADLEY4781-15 � F SURFACE MOUNTED SEAT COVER DISPENSER MIN. I 42"GRAB BAR 1'-0" 0'-6" 36"GRAB BAR J MANUF:BRADLEY 5831 CHECKED r DATE 02.06.2017 CO TYPICAL TOILET ELEVATION DRAWN JESSICA r ii TYPICAL COUNTER AND SINK TYPICAL TOILET ELEVATION NO. 001 n RESTROOM ELEVATIONS SHEET JOB SITE PLANS NUMBER Plans must be on Job A6. Site for all inspections a GENERALSTRUCTURALNOTES: A. CODES AND SPECIFICATIONS: DIAPHRAGM BOUNDARY INTERNATIONAL BUILDING CODE(IBC)-2015 EDITION PER NAILING SCHEDULE �c¢nN EfhC ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED X WOOD STUD WALL CONCRETE .-SEE FRAMING SCHEDULE ANSI/AF&PA NATIONAL DESIGN SPECIFICATIONS (NDS) & SUPPLEMENTS ASCE 7.10 MINIMUM DESIGNO OADSOD "FORD BUIILLDINGSSAND I PLY WUUD PANEL OTHER 87 STRUCTURES. t�q,0044/04/19 jJ V -'C �1•�p`C` B. DESIGN LOADS:UNIFORM(PSF) 0F CONTINUOUS PANEL JOINT X BOTTOM PLATE• Ry FLOOR LOADS-MAIN FLOOR-100 AN t� ROOF LOADS-LIVE LOAD.20 SNOW LOAD-DESIGN SNOW LOAD-25 LOOP SHEATHING TOP PLATE CONFIGURATION MAY VARY - FLATROOFSNOWLOAD Pf=25.0 SUPPORTED PANEL EDGES .-SEE NAILING SCHEDULE IF NOT CONTINUOUS. PROVIDE SIMPSON - Ce=1.0 PER NAILING SCHEDULE MST37 STRAP TIE ACROSS BEAM - Cl=1.00 SLOPED SNOW SIMPSON MST37 STRAP TIE - 10 GROUND SNOW LOAD-15 NO ROOF Ps=25.0 UNBLOCKED EDGE- 16D NAILS @ 4' O.C.STAGGERED u LATERAL LOADS: I� WIND LOAD:105 MPH(3 SEC GUST) LOCKING @4'-0'O.C. BOTH SIDES OF BEAM RISK CAT:II EXP:=C SHEAR WALL /BUILDING EDGE ODD BEAM INTER AL PRESSURE COEF.R/-0.55 ENCLOSED X STUD EACH SIDE OF COLUMN r-I INTERNAL PRESSURE COEF.+/-0.55 NGINEERED WOOD CONT.RIM JOIST COMPONENTS&CLADDING:16.0 PSF DOUBLE 2X TOP PLATE X BUILT UP WOOD STUD COLUMN !�4 .--I SEISMIC LOAD: INTERMEDIATE SUPPORTS W �--I .-SSEE SPLICE DETAIL IN FRAMED WALL & SPACER TO MATCH RISK CAT:II PER NAILING SCHEDULE ALL SHEATHING BEAM WIDTH IMPORTANCE FACTOR:1.0 .-SEE NAILING SCHEDULE ROWS OF16D NAILS @ 12'O.C.STAGGERED SS=0.203g -ROOF RAFTERS/ TRUSS OR FLOOR JOISTS w O 0 SDS=0.136g X WOOD STUD WALL I�/lI CQ SDI=0.053g .-SEE FRAMING SCHEDULE SITECLAS UNBL❑CKED DIAPHRAGM NAILING G� :� '�' SEISMIC 0.08 DESIGN CAT:A SITE CLASS:B-ROCK D E2 BASIC SEISMIC SVSTEM-BEARING WALL SYSTEM TL❑❑R JOIST T❑ WALL DETAIL BEAM SUPPORT WALL(s) ° H� o DESIGN BASE SHEAR-V=.02W ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE •FI V1 O Imo, r�I C. FOUNDATIONS: r `/ 1. BEARING PRESSURE TAKEN AS 1,500 PSF FOR COLUMN AND WALL FOOTINGS BASED ON SANDY SILT SOILS. NOTIFY ENGINEER IF SOIL DIAPHRAGM BOUNDARY 1-� GT. CONDITIONS ARE DIFFERENT. PER NAILING SCHEDULE 2. FOOTINGS MUST BEAR ON SAME TYPE OF UNDISTURBED SOIL OR ROCK O THROUGHOUT THE ENTIRE STRUCTURE. ,,,t� .-SEE NAILING LOUR SHEATHING 0 D.MATERIALS: PLYWOOD PANEL a DIMENSIONAL LUMBER:#2 DOUGLAS FIR OR BETTERGLULA NGINEERED WOOD I JOIST 1--1 LAMINA BEAMS GCB):24FV4 /I\ ry LAMINATED VENEER LUMBER(LVL):E=1.9e6 psi,Fb 2600 - FLOOR SHEATHIN CONCRETE Pc 3,000 PSI-FOOTINGS,WALLS. CONTINUOUS PANEL JUINT SIMPSON [US JOIST HANGER .-SEE NAILING SCHEDULE PC 4,000 PSI-SLABS,FLATWORK. WOOD'I' BLUCKIN REINFORCING STEEL:ASTM A615 GRADE 60 AN BOLTS:A36/F1154 GRADE 36 SUPPORTED PANEL EDGES -------WOOD BEAM E.REINFORCED CONCRETE: PER NAILING SCHEDULE .-SSEE FRAMING PLAN 1. CONCRETE SHALL BE READY MIX TYPE CONFORMING TO ASTM C94. 2. COMPLY WITH ACI 306 COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO DROP BELOW 4ZE FOR 3. MORE J❑I S T T❑ BEAM C❑N N E C T I❑N SUCCESSIVE DAYS.PLACE NO CONCRETE AGAINST FROZEN EARTH. BLOCKED EDGE 3. CONDUCT ALL COMPRESSION TESTS ACCORDING ACI STANDARD ­x>< RECOMMENDED PRACTICE FOR EVALUATION OF COMPRESSION TEST ENGINEERED WOOD 'I' JOIST RESULTS OF FIELD CONCRETE(ACI 214). .-SEE FRAMING PLAN 4. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS NOT TO EXCEED 18 FEET IN ANY SHEAR WALL /BUILDING EDGE DOUBLE 2X TOP PLATE - DIRECTION. .-SEE LAP SPLICE 5. ALL CONSTRUCTION JOINTS SHALL BE LOCATED SO AS NOT TO IMPAIR THE / STRENGTH OF THE STRUCTURE. UNLESS NOTED OTHERWISE ON THE C�� 2X WOOD STUD WALL DRAWINGS,ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE INTERMEDIATE SUPPORTS JOINTS.EACH CONSTRUCTION JOINT SHALL BE KEYED. PER NAILING SCHEDULE WALL SHEATHIN GI NO ALUMINUM PRODUCTS SHALL BE EMBEDDED IN THE CONCRETE. .-SEE NAILING .-SEE FRAMING PLAN ELECTRICAL CONDUIT SHALL BE PLACED AT MID-HEIGHT OF THE SLAB AND LOCKING CUT AND FIT BETWEEN TRUSSES/JOISTS AT PANEL SIDES (TYP.) SCHEDULE COPYRIGHT 2019 SHALL HAVE AN O.D.LESS THAN ONE-THIRD(Y,)THE THICKNESS OF THE A DOE RAFTERS/ TRUSS OR FLOOR JOISTS by SLAB. (� DO 7F S F /S r ASPEN ENGINEERING,INC. 7. ADD TWO#5 REINFORCING BARS AROUND ALL OPENINGS,UNLESS NOTED B L❑C K E D DIAPHRAGM N A I E I N G -NOTE: FLOOR ONE SIDE OF WALL @SIM, SECTION All rights reserved. OTHERWISE, AND EXTEND BARS 24' BEYOND THE CORNER OF THE Reproduction or OPENINGS. translation of 8. UNLESS NOTED OTHERWISE, REINFORCE ALL CONCRETE WALLS AS c n r any part of this work FOLLOWS: ten WLL SIZE=8"THICK PRE -MANUFACTURED TRUSSES ��'"'��R L-❑❑R .�❑I S T T❑ WALL D E T A T L permtsslon ofhout ASPEN HORIZONTAL REINFORCING:#4 @ 24"ON-CENTER(O.C.) .-SSEE FRAMING PLAN ENGINEERING Is unlawful. VERTICAL REINFORCING:#4 @ 24"O.C. Violators will be WOOD COLUMN ROOF SHEATHIN prosecuted. F:REINFORCING STEEL: .-SEE FRAMING PLANS .-SEE NAILING SCHEDULE 1. ALL DETAILING,FABRICATION AND PLACING OF REINFORCING BARS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315). ALL REINFORCEMENT SHALL BE SUPPORTED IN THE FORMS AND SPACE WITH WIRE OR PLASTIC BAR SUPPORTS. REINFORCEMENT IN FOOTINGS SHALL BE SUPPORTED ON BOUNDARY NAILIN DOUBLE TOP PLATE SIMPSON MST37 STRAP TIE PRECAST CONCRETE BLOCK SUPPORTS CONFORMING TO THE CONCRETE -SEE NAILING SCHEDULE CIO REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE. 2. SPLICING OF REINFORCING STEEL AT POINTS OF MAXIMUM STRESS SHALL SIMPSON CBSD COLUMN BASE rROWS NAILS @ 4' O.C. STAGGERED BE AVOIDED WHEREVER POSSIBLE. a 2X BLDCKIN 3. ALL CONTINUOUS REINFORCEMENT SHALL TERMINATE WITH 90 DEGREE a ONCRETE SLAB ON GRADE 1' RETURN OR HOOK OR SEPARATE CORNER BAR. Al4. ALL VERTICAL REINFORCEMENT IN COLUMNS AND WALLS SHALL BE - O A ➢BL TOP PLATE 2X KING STU DOWELED FROM THE FOOTING OR STRUCTURE BELOW WITH REBAR OF THE -SEE SPLICE DETAIL SAMESIZE AND SPACING AS REQUIRED ABOVE. 00D BEAM 5, MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE AS IMPSON H25A WIND AND SEISMIC TIE 2X BLOCKING OD COLUMN SPECIFIED IN BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 4' O.C.FULL HEIGHT OF COLUMN (ACI318). X STUD WALL .-SEE FRAMING PLAN W fi. WELDING OR TACK WELDING OF REINFORCING BARS IS PROHIBITED UNLESS ^g� WOOD STUD WALL NAILS @ 12'O.C. LLI Q SPECIFICALLY APPROVED BY THE ENGINEER. V STAGGERED = U Q G.LUMBER: 1. DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE COLUMN FOOTING DRAWINGS. LI..I 2. INSTALL AND FOLLOW ALL MANUFACTURERS GUIDELINES FOR ENGINEERED ^ Q 0 WOOD I MEMBERS AND EVIL PRODUCTS.DO NOT NOTCH OR CUT FLANGES U m OF ENGINEERED WOOD I MEMBERS. 3. ALL NAILS SHALL BE COMMON WIRE NAILS.ANY NAILS EXPOSED TO B E A M SUP PERT W A L L(s) W WEATHER OR MOISTURE SHALL BE OF STAINLESS STEEL OR SHALL BE GALVANIZED. WALL STUDS I F jr 4, NAILING TO CONFORM TO IBC TABLE 2304.90.1 UNLESS NOTED OTHERWISE -SEE FRAMING SCHEDULE �l J (SEE NAILING SCHEDULE). WALL TO TRUSS DETAIL (5 z Q 5. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE LJ,J GRAIN INSTEAD OF TOE NAIL. X STUDS @ EACH HOLD DOWN 6. WHERE WOOD TENDS TO SPLIT,HOLES FOR NAILS SHALL BE BORED A -SEE FRAMING SCHEDULE Z JL DIAMETER SMALL THAN OF THE NAILS. CIO 7. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO SUPPORTS. o v J 8. AN V WOOD MEMBER IN CONTACT WITH CONCRETE OR EARTH SHALL BE BOTTOM PLATE Ci PRESSURE-TREATED WOOD OR WOOD THAT IS DECAY RESISTANT cui (REDWOOD OR CEDAR). LOOP SHEATHING WALL HELD D❑W N DETAIL ui 9. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SIMPSON HOLD DOW -SEE NAILING SCHEDULE SUBJECTED TO POSSIBLE MOISTURE. -SEE SCHEDULE PRE -ENGINEERED ROOF TRUSSES 10. ROOF TRUSS TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET SIMPSON HOLD DOWN Uli THE DESIGN LOADS HEREIN INDICATED IN ADDITION TO ANY AND ALL -SEE FRAMING PLANDRIFTING LOADS,WIND LOADS,EQUIPMENT LOADS AND OTHER LOADS AS RJ MODEL -SEE SCHEDULE ODD COLUMN INDICATED ON FRAMING PLAN, SUBMIT SHOP DRAWINGS AND - ROOF SHEATHIN -SEE FRAMING PLAN -SEE NAILING SCHEDULE CALCULATIONS FOR REVIEW. ' 11. TRUSS MANUFACTURER TO PROVIDE TRUSS CONNECTION DETAILS. SILL PLATE 12. NAILING SCHEDULE: '%"ARA RATED'/,e ROOF SHEATHING: BOUNDARY NAILING-8d IM JOIST @6'O.C. SIMPSON ECCQ NO BLOCKING REQUIRED UNLESS SHOWN ENDNAILING- Bd@6- BOUNDARY NAILIN O.C. STUDS -SEE NAILING SCHEDULE JOB N0, ON FRAMING PLAN.SEE TYPICAL DETAIL. SIDE NAILING- 8d @ 6' -jFRAMIN'6"l'lHEDUXLE 2O1 S.O42 O.C. DATE USE PANEL CLIPS AT UNSUPPORTED EDGES. INTERMEDIATE NAILING Bd @ FE BRUARY 2019 12'O.C. STUDS @ EACH HOLD DOWN 2X FASCI -SEE FRAMING SCHEDULE El HDRAWN BY CHECKED BY SHEAR WALLS:SEE SHEAR WALL SCHEDULE SIMPSON HOLD DUWN SIMP_I A35 JRL JRL -SEE SCHEDULE FRAMING ANCHOR W/ SD SCREWS 6Evisiorvs DATE H.SUBMITTALS:(ITEM REQUIRING ENGINEERING REVIEW AND APPROVAL BEFORE BOTTOM PLATE @EACH ROOF TRUSS FABRICATION OR INSTALLATION): ENGINEERED ROOF TRUSSES AND C2 1 04/04/19 CONNECTION DETAILS. WOO➢ COLUMN SIMPSON HOLD DOW LOOR SHEATHING W A L L HOLD D❑W N DETAIL WOOD BEAM -SEE FRAMING PLAN G.GENERAL: -SEE SCHEDULE -SEE NAILING SCHEDULE -SEE FRAMING PLAN 1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING _ANCHOR BOLT CONSTRUCTION SHALL BE PROVIDED. PER SIMPSON 2. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. SIMPSON CCU SHEET NO. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.ANY VARIATION �� FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE I K ENGINEER. SILL PLATE 'l C❑LUMN TE BEAM C❑NNECTI❑N 4. D TAILS LSARE EPRESEWATIVEDARE AS ERMANUFACTUREFOLLOWALLWRRS TS. IM JOIST �1 J0 ITE PLANS 5. DETAILS ARE REPRESENTATIVE DEPICTIONS ONLY. FOLLOW ALL WRITTEN ANCHOR BOLT CALLOUTS. PER SIMPSON WA TLL O BEAM DETAIL Pla ustbeonJa� Site all inspections �$ N EeN R C F 87 04/1 s/'s� H 1 RYgN w� H 1 0 0 0 0 0 0 0 3 0 0 0 U 0 (' O 8"0.C. - M 0 LO NOTES: L o -0 1. NAILS TO BE COMMON OR GALV. BOX NAILS ONLY (GALV. NAILS aD MUST BE HOT DIPPED OR TUMBLED). NON—GALV BOX NAILS, w 0 SINKERS, ETC. ARE NOT ALLOWED. ! � n3 2. FOUNDATION SILL PLATE SHALL BE ATTACHED PER DETAIL. Z 4' 0 3. LOCATED HOLDOWNS AT CORNERS AND ADJACENT TO DOOR/WINDOW 0 9 0 OPENINGS. SEE ARCH. DRAWINGS. 8" 4"MN C��2 d 4. ALL ANCHOR BOLTS TO BE A36/F1554 GRADE 36. ® -24�G FLOOR ° r o d p ® CRAWL SPACE ACCESS / PLACE SINGLE 22X30 MIN. LAYER 5/8' H 1 s9LXt1 CEILING SHEETROCK EACH ACCESS 0 SIDE OF TRUSS H 1 BUILDING FOR ATTIC DRAFTSTOP. PER I 0 0 IMC 718.4 3 #INTERMEDIATE NAILING (FIELD) �— 0 O 0 STUD PANEL 7/16" MIN. CROWN SPACING THICKNESS NAILS STAPLES 16"o.C. 7/16" 8d012"O.C. 8"O.C. �� 0 2 COPYRIGHT 2119 0 by SEE DETAILS CI AND C2 ON ASPEN ENGINEERING,INC. All rights reserved. SHEET S1 FOR HOLDOWN Reproduction or 24"O.C. 7/16" 8d06"O.C. 4"O.C. SPEC. C translation of S4 any without of w this work Ithout f ten ASP permission Is ASPEN H 1 ENGINEERING Is unlawful. L J Violators will be 24"O.C. 15/32" 8d012"O.C. 8"O.C. 0 �fl;O ® 0 prosecuted. APPLIANCES IN ATTIC: El 1. Attic access must be large H2 Q enough to removeCL O J equipment. H 1 2. Must have a 30❑x30❑ 2 20 �2 0 service platform on service C H2 H2 0 o side of equipment. S4 H 1 H 1 H 1 0 017 m 0 3. Must have light and switch H 1 w n >� at service platform. NOTE: BLOCK ALL SHEAR WALL PANEL I z Q 4. Condensate overflow EDGES. SEE DETAIL A ❑N SHEET S1. Lu 6x6 COLUMN MIN, 1 �❑ protection to be provide per (TYP.) Q �vwvr SHEAR WALL LOCATIONS 11 ' section 1411.3.1 of the 2012 w IRC HOLDOWN SCHEDULE SHEAR WALL SCHEDULE 5. Trusses to be designed for MARK HOLDOWN FASTENERS # STUDS WALL BOLT 0 EMBED, NUMBER NAILING# SHEATHING ANCHORS SILL PLATE FRAMING rI1 SIMPSON 20-16d SINKERS 7," APA RATED %" DIA. X 10" 2x 016" O.C. V) additional dead loads for the O OR 6 SIDS 2 8" 8" LONG WITH 7.5" WITH ALL H 1 STHDSRJ N/A O 8D 0 6" EDGE* SINGLE SIDE ONLY 2x NOMINAL PANEL EDGES a X2-1/2" SCREWS MIN EMBED. weight of the appliances. 48" O.C. BLOCKED. •• %" DIA. X 10" 2. 016" O.C. roe rvo. SIMPSON - 2 /g 8D 0 3' EDGE** 2x NOMINAL HD76 THREE 3/4' g•• 7 g•� �D APA RATED LONG WITH 7.5'" WITH ALL 2018.042 H 2 BOLTS SINGLE SIDE ONLY MIN EMBED. 0 PANEL EDGES O onrE 48" O.C. BLOCKED. FEBRUARY 2019 #SEE INTERMEDIATE NAILING SCHEDULE D—eY CHECKED BY * MIN. CROWN STAPLES 1-j"X 16 GAUGE 0 4" O.C. eensi JRL JRL orvs DIE ** 5" MIN. CROWN STAPLES 1-4"X 16 GAUGE 0 2" O.C. 1 04/04/19 2 04/15/19 SHEU No SCALE: 3/16" = 1' JOB SITE PL S S2 Plans must be c n ob Site for all insp ons ov �SSSONALFNC fRF 87 /5 04iiO4n 9 p v 9�OFI���S RyAN LA 90'-0' (-- U — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -r - - — - - — - - — --i _ 0' I I CO - - — T — — — — - - - - - - - - - - - - - - - - - - - - - -� 1 CO F2 I ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � z � J- - - _ — — I W o >~ LA F2 II � oba 00 49'-S' L® I I 1 I F2 a C� 64'-8' I L ,. � — — — I 64"-g" F3 F3 FF — — — — — — — — — — — — — — — — — -- - -- ED El J 30" MIN. CLEAR BELOW FOOTING LAYOUT FOR BCI 1 5000 JOISTS AT 16' O.C, I COPYRIGHT zols mm7 �1 FLOOR JOISTS 0 e I Aby SPEN ENGINEERING,INC. I I All rights reserved. — 2 Reproduction or translation of 16, 12' IL1 — — — — — — -j I 3 any part of this work _ without written _ permission of ASPEN 7 1 ENGINEERING Is unlawful. ❑ Violators will be 24"x24"x10"MIN. prosecuted. ® 24"x24"x10"MIN. W/3#4 BARS EACH WAY Is ® W/3#4 BARS EACH WAY SPOT FTG.&BLOCK SPOT FTG.&BLOCK ABOVE BETWEEN FLOOR J ABOVE BETWEEN FLOOR JOISTS PER ENGINEER JOISTS PER ENGINEER 77 F3 I F2 15' J PROVIDE FOOTINGS 1 HERE FOR INTERIOR BEARING WALL&SOLID a I 1 W F1 - - — BLOCK - - 1 - - - - - - I WO o O - - - = - -_- - - - - � - 2-9j" 6• W 0 T2r' F r o z Q 4'-6' S' 16' 4'. 11 3 L_ J l6' 30'-9' 4 6' W I .. = j I Q 2 ❑ 2 0' 4'-' F3 SEE NOTES ON SHEET Si FOR B F3 ' F 3 CONCRETE FOOTING SCHEDULE STEEL REINFORCING CONCRETE AND REBAR S4 ❑� L� MARK DEPTH WIDTH LENGTH LONG, TRANSV, O SPECIFICATIONS. F1 10" 2'-0" CONT. (3)-#4 - F2 g" 1'-4" CONT. (2)-#4 1OB N0 2018.042 Dare FEBRUARY 2019 DRAWN BY CHECKED BY F3 10" 3'-0" 3'-0" (4)—#4 (4)—#4 JRL JRL REVISIONS DATE 04/04/19 sHEu No SCALE: 3/16" = 1' JOB SITE LANS 3 Plans must on Jab Site for all i ectionsOF NAIL R C ARCHITECTURAL SHINGLES ROOFING OVER 15# FELT F 87 7/16" OSB SHEATHING g04/15n9 v PYAN LAF R-41 MIN. INSULATION ICE SHIELD SHIELD X 24" V H x " TRUSSES BY OTHERS CYD M 0 I �-1 o o CQ 1 d u7 Header Notes: ~ b Headers 4'or less use 1 Ply 9.50 LVL or 2 Ply 2x10 Dim.Lumber • �"' Headers 6'or less use 2 Ply 9.50 LVL t� Headers V or less use 3 Ply 9.50 or 2 Ply 11.88 LVL DOUBLE 2X6 TOP PLATE Headers 1 Vor less use 3 Ply 11.88 or 2 Ply 14.00 LVL r, 0 Li Headers 10'or more refer to Engineering Calculations. 4. 0 o d a G� 2"X6"Q16" ON CENTER (EXTERIOR) EXTERIOR WALL SHEETING = 7/16" OSB WITH VINYL SIDING 16" R-20 MIN. INSULATION d SHOVEL F❑❑TING DETAIL Isd COPYRIGHT 2019 4- by • ° a• ° ASPEN ENGINEERING,INC. ° All rights reserved. ° Reproduction or d A - translation of m any part of this work ° 4 ° without written permission of ASPEN INERING INTERIOR WALL SHEATHING ENGVoEatorslswlllnbe ful. 5/8" SHEETROCK—\ —j prosecuted. SINGLE 2X6 BOTTOM PLATE r^ P.T. W/ SILL FOAM VJ VARIES ANCHOR BOLTS 5/8" X 12" W/ 6" HOOK Q 7/8" T&G SUB FLOORING MIN. SEE DETAIL B ON SHEET S1 FOR CONNECTION w 1 w < W 24" PIER DIMENSION 0 VERTICAL REINFORCEMENT 8 #4 BAR WITH STD. HOOK = U Q /8" BOLT X 10" 48" O.C. FINISHED GRADE m O Q ENGINEERED LUMBER FLOOR D- ONE #4 HORIZ. REBAR IN THE TOP 12" z (5 H JOIST BY "TJI EXPERT" L HORIZONTAL�REINFORCEMENT = #3 HOOPS © 12" O.C. W co 3" GEAR (TYPJ _ ___ °C z #4 VERTICAL REBAR @ 24" O.C. FINISHED GRADE _____ __ W o SLOPE AWAY FROM F T (U 30"Min, BLDG. © 2 % I t o p BENEATH #4 HORIZ. REBAR @ 24° _____________ _ J❑ISTS fl VARIES p 8" THICK CONCRETE STEM WALL FOOTING REBAR PER SCHEDULE rn 2X4®16"O.C. I w ` I VJ IY P.T. BOTTOM PLATE Y" ETG-PIER DETAIL SINGLE TOP PLATE �—/I-L SEE FOOTING SCHEDULE A STUDS TO MATCH JOISTS xx" NITS FOOTING REBAR 3 #4 CONTINUOUS C JOB N0 2018.042 —E FEBRUARY 2019 WALL SECTION —WIN BY JRL BY JRL JRL REVISIONS —E NTS 1 04/04/19 2 04/15/19 sHEE N JOB SITE IOU S S4 Plans must be oi b Site for all inspec ns 4 OF *11 O GENERAL NOTES 1. GENERAL NOTES,SYMBOLS LISTAND DETAILS ARE APPLICABLE TO ALL DRAWINGS. O 2. DRAWINGS ARE DIAGRAMMATIC,THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS O AND COMPONENTS IN FIELD. 4'COTG 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. RE:P-4.D - 4.PROVIDE HANGERS,CLAMPS,OFFSETS,EXPANSION JOINTS,ANCHORS AND GUIDES AS I NECESSARY TO PREVENT STRESS ON PIPING. FUTURE SURGERY FUTURE TORY OPERATORY OPERATORY OPERATORY I TURE OFFICE OFFICE l _ O ERATORY 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH 2O17 IDAHO STATE PLUMBING CODE AND 2015 INTERNATIONAL BUILDING CODES. SK-I SK-1 SK-1 6. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. 3'COTG 3'VV- - II " MAINTAIN A MINIMUM OF 2"CLEARANCE FROM THE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL RE:P-4.D� --- - -1-- --,--_ - -- -�--- •i i - MEMBERS AND PIPES. _ 3'W 3"W--- 3"W---i 3"W- 2 _ __ _ __ ___ __�__ ___ - 7. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM.THE CONTRACTOR SHALL PROVIDE PIPE SIZES --------------------- ----- ---- -- EQUAL TO OR GREATER THAN THE SPECIFIED SIZES.THE CONTRACTOR MAY INCREASE PIPE SIZES AS 11/2 11/2"V� - - 2'V -, REQUIREDAT NO ADDITIONAL EXPENSE TO THE PROJECT. _ I 8. CONNECTION PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE R.R. gH-1 CONNECTION SIZE REQUIREMENTS. v\ SK-2 9. PROVIDE TEMPORARY COVERS,CAPS,OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT THE DURATION Q OF CONSTRUCTION.RAG WADS DUCTTAPE OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL WC-1 I NOT BE UTILIZED.UPON COMPLETION OF CdNSTRUCTION,COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING,RIDDING,OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT I TURN-OVER TO THE OWNER. R -4 B L 1 10.ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2". LIr______3"W_ W RP�D STAMP STORAGE I - `-2'V'--`-1 V2'9/'� 11.INSTALL SANITARY PIPING 3"OR SMALLER ATA SLOPE OF 114"PER FOOT AND SANITARY PIPING LARGER ��/[, THAN 3"ATASLOPE OF 118"PER FOOT. STERILIZATION IMAGING i SKd 2 j ,`]�-,/ 12. ALL ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE SK-3 OF THEACCESSIBLE STALLAS REQUIRED BYADA REQUIREMENTS. MT-1 LAB I 13.INVERT ELEVATIONS WHEN SHOWN ON WASTE AND VENT PLANS ARE FOR ESTIMATION PURPOSES ONLY.CONTRACTOR FE`'9Eo,sAERfNp� ----- --------- = I SHALL COORDINATE ALL FINAL INVERTS IN FIELD. QO a Fo y -I 11 o I a C OW ORATORY i 'SKI CONSULT ^I -r �Yl '-` I gS-1 i 9Sy rE av �o��?fie 11/2 I OFFICE JANTOR MANAGER KEYED NOTES WO -. 1O ROUGH-IN 2"WASTE AND 1 1/2"VENT TO LAVATORY/SINK AT THIS LOCATION. W CCC""" O2 ROUGH-IN 2'WASTE AND 1112'VENT TO SHOWER AT THIS LOCATION. WC-1 I L_i ROUGH-IN 3'WASTE AND 2"VENT TO WATER CLOSET AT THIS LOCATION. ❑ FUTURE OPERATORY I IL- ®ROUGH-IN 3'WASTE AND 2-VENT TO MOP SINKAT THIS LOCATION. OS CONTRACT LIMIT LOCATION OUTSIDE BUILDING SEE RAC FOR CONTINUATION. COORDINATE LOCATION WITH GENERAL CONTRACTOR. MED WH-1 �1 FD-1 ©ROUGH-IN2"WASTE AND I/2"VENT TO WALL BOX AT THIS LOCATION. GAS 40 MBH lO ZMENSI FUTURETENANT PACE FD-1 O7 ROUGH-IN 2'WASTE AND 1 1 12"VENT TO DRINKING FOUNTIAN AT THIS LOCATION. ©INDIRECT WASTE FROM MODEL TRIMMER TO SINK,COORDINATE LOCATION L11/2'V H0.1 WITH DENTALEQUIPMENT SUPPLIER2V ECH� O9 ROUGH-IN2'WCATIONDI HVACUUM EQUIPMENT AT THIS LOCATION. Z F0.1 COORDINATE LOCATION WITH VACUUM EQUIPMENT. z 70 VENT THROUGH ROOF AT THIS LOCATION.COORDINATE LOCATION N i SNACK COUNTER I �I O WITH GENERAL CONTRACTOR.SEE DETAIL P-4.A. u a �LJJ DF-1+I�2N I i 11 CAP 2'VENTAT THIS LOCATION FOR FUTURE TENANT. O - ---- I �'`-�1- ------- R I 2„V 1©CAP 11/Y VENT AT THIS LOCATION FOR FUTURE SINK. O I - N 3"WCO T J IF RE:P-0.B I y Q FST-F l 3'VTR( J~�y 13 CAP 4'WASTE WITHIN CRAWL SPACE AT THIS LOCATION FOR FUTURE TENANT LL SKd W0.1 14 CAP 2'WASTE WITHIN CRAWL SPACE AT THIS LOCATION FORFUTURESINK. Z 3 15 ROUGH-IN 2'WASTE AND 1 1/2'VENT FOR FLOOR DRAIN AT THIS LOCATION. J W BREAK - PAD I O J ROOM h` I I STATIO N I 16 ROUGH-IN 2'WASTE AND 1 1/2"VENT FOR HUB DRAIN AT THIS LOCATION.SEE DEDTAIL PA.0 Q Q w 1© ROUGH-IN2'WASTEAND 11/2"VENT FOR URINAL ATTHIS LOCATION. 'Ar' Z Z 1-���-_. -_-_-�_-_-_-_-_-- 1..� 4'COTG ----4W---- 4W- 4"W-- W RE:P-4.D WAITING � PLUMBING LEGEND IS CORNER I SYMBOLOR ABBREVIATION MEANING T �4Ij --W---SOIL OR WASTE BELOW GRADE `�COTGAY W—SOIL OR WASTE ABOVE GRADE ---V-----VENT `�CO GAY I R HOT WATER RECIRC — — - COLD WATER �l��V ------HOTWATER BALL VALVE � IG— NATURAL GAS —D— DRAIN _SW. — SOFTENED COLD WATER C.O.TG. CLEAN OUT TO GRADE VTR VENT THRU ROOF W.C.O. WALLCLEANOUT VERIFY SCALES F.C.O. FLOOR CLEANOUT THIS BAR IS 1 INCH POINT OF CONNECTION FROM ON ORIGINAL DRAWING NEW SERVICE TO EXISTING I INVERT ELEVATION 0 ALL SYMBOLS SHOWN MAY NOTAPPEAR ON DRAWING IF Nor 1 INCH ON WASTE AND VENT FLOOR PLAN TNIS3�LESD'GBT SCALE:3/16'=1'4P N ACCORDINGLY REVISIONS NO. REMARKS CHECKED JBIRTK DATE 2I8/19 Rart"ner �. ucanno DRAWN AB/TB/JWIEN JOB O. 19-08 ASSO(12t p MEP COOSUIr N SHEET NUMBER Plans must e On Jo 1301 S FlvelllepAiKed IDBWe for alIinspetio P-1 PIBne:308888.71 ...\P-1 WASTE AND VENT FLOOR PLAN.2/8/2019 11:14:06 AM KEYED NOTES O ROUGH-IN 12-DCWAND I2'DHW FOR SINK AT THIS LOCATION. O ROUGH-IN 12'DCWAND I2'DHW FOR MOP SINK AT THIS LOCATION. ® ROUGH-IN 12"DCW FOR REFRIGERATOR AT THIS LOCATION. O ® 12'NP WATER TO MODEL TRIMMER EQUIPMENT COORDINATE LOCATION WITH O I RE:Pd.F OWNER EQUIPMENT SUPPLIER. O O® t 1 �5 12'NP WATER TO INSTRUMENT WASHER COORDINATE LOCATION WITH HB-1 OWNER/EQUIPMENT SUPPLIER. © ROUGH4N 3/4"DCW TO WATER CLOSET AT THIS LOCATION. I� FUTURE SURGERY FUTURE TORY SD OP ORY OPE RY 1 AOPEFRY FUTURE RATORY OFFICE OFFICE I 13 O7 ROUGH-IN 12"DCW AND DHW TO SHOWER AT THIS LOCATION.18SK-1SKASK-1 3/4'FIRE PROTECTIOEPSIT ERVICE FORMED RAS CLOSET.CONNE p P IEGLESPRINKLER O DOM IC COLD WATER SE VICE W TH REDUCE R SSURE -------3/4' --------- - -- ------------- -- --9l4'---- -- ----- -- ---- -- -- --- I BACLFLOW ASSEMBLY.COORDINATE SPRINKLER HEAD FLOW REQUIREMENTS WITH GENERAL CONTRACTOR._ _ - -_ _ _- i_� CONNECT DOWNSTREAM OF REDUCED PRESSURE BACKFLOW PREVENTER. 12'NP WATER TO VACUUM PUMP.COORDINATE LOCATION WITH ^� •R' ! OWMER/EQUIPMENT SUPPLIER.PROVIDE REDUCED PRESSURE 18 BACKFLOW PREVENTER PRIOR TO CONNECTING TO EQUIPMENT. •: •j-j 11 ROUGH-IN1/2'DHWTO DISHWASHER AT THIS LOCATION. Fh ! I R. SH- I Q ROUGH-IN 12"DCW AND DHW TO WASHER BOX AT THIS LOCATION. i gK.2 13 ROUGH-IN 3/4'DCW TO HOSE BIB AT THIS LOCATION. I 18 Fj L-1 - WC-1 I 14 ROUGH-IN 1/2-DCW TO DRINKING FOUNTAIN AT THIS LOCATION. U -------------------------W4---------------------------- l Q_.. - -- .._i 1 WORK SCOPE LIMITS 9-0 OUTSIDE BLDG.COORDINATE LOCATION I '-----------------112'••-•-•-•T•-•-3/4'-• -•- - •ri OF CONNECTION WITH GENERAL CONTRACTOR/CIVIL PLANS. STAMP 1' L~1 1 ' 16 RISE UP FROM BELOW CRAWL SPACE WITH BUILDING WATER SERVICE ENTRYAT THIS LOCATION.SEE DETAIL E/P-4. I i FUTURE OPE TORY STORAGE ! _-_ STERILIZATION j _ SK-4 1� ROUGH-IN PLUMBING ON WARM SIDE OF INSULATION AT EXTERIOR I i IMAGING �. 1 WALL. 1 !/� 1� I I SK3 I-12'NP• -•�•�•�• •- 1 19 18 WITHIN CRAWLS ACE ATTHIS LOCH ON CAP FOR FUTURE SINK Vy °I 1 I i _\O 19 IMPORWOVEMENT WITHIN CCRAWL SPACE A C�S LOCA FOR TION. TENANT epF�Spfo aAFFFOG�'Y I ! ` j �'-'^ p ® LOCATION OF GAS METER ASSEMBLY PROVIDED BY INTERMOUNTAIN a I i 1--Ti I GAS EORDINATE BUILDING GAS REQUIREMENTS WITH UTILITY 18 I I I 1i 1 ,o GENERAL CONTRACTOR. h- •..-12' N F-1 I I 1 11 SK-2 I i 100MBH1 L1 1 6i F-2 I ! REMEND INTO AT TIC SPACE WITH GAS PIPING AT THIS LOCATION AND rP-8-19 3/4'••-• •-12'-.._.. _.._ .._.._: 1 11 a i' 100MBH I JANTOR ! S3-1 OVERHEAD AS SHOWN. NSULT� i--ii� I--iI V�I I ® CO NNE CT GAS TO EQUIPMENT AT THIS LOCATION.COORDINATE Z CONNECTION LOCATION WITH EQUIPMENT SUPPLIED. ® LOCATION OF GAS FIRED HOT WATER HEATER.SEE DETAIL G/P-4.SEE FIXTURE trYp" U I OFFICE OMENS I- 3/4- SCHEDULE FORTECHNICAL INFORMATION. E TORY D. MANAGER 1 "p'' WC-1 I Z I ! O N 10 1 • I I 4 ••-1 � ..I U WH-1 112'G TENANTSPACE ED 4 -_---4OM N i i j-1 -- I'� L-1 8 ! 3 1 LL LI j MECH. I i MENS t�• j S -.- --.12_NP --.-.-.-.-.-.- -.-.-. U 1-.-.... 4 3/4 Z J 1 2' c6 16 I I 9 SNACK!COUNTER u OF 1 14 i L O❑ -=WB-1. 0 I � 1 2- e i Q LL SK5 WC-1 -. -3/4'1- -. i — (n SST I N J V OM BREAK 3 I L:w, 1 W LQL Z ROOM 07 L-1 Z Q WAITING Q I j KIS I 13 VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING 0�" IF NOT 1 INCH ON WATER AND GAS FLOOR PLAN THIS 3HEECA LE3°'°ST SCALE:3/18'=1'-0' N ACCORDINGLY NOTE:ALL PLUMBING TO BE ROUTED WITHIN CRAWL SPACE. REVISIONS NO. REMARKS CHECKED I JWM DATE 2/8/19 �Np�N� AB/fB/JWIEN � IIrl Beau(M�NW�t 19-06 Associat LLC Hpmol b Q Jo SH ET NUMBER Site for all in pec ions _2 1301 S Are Mk Rdl MBiBBI ID83109 M1N1e:208888.714S ...\P-2 WATER AND GAS FLOOR PLANA 2/8/2019 12:01:58 PM kill 14 O GENERAL NOTES FUTURE OPERATORY 5 OPERATORY 5 OPERATO1 5 FUTURE 1. PLUMBING CONTRACTOR SHALL NOTIFY NORCO FOR INSPECTION AFTER MEDICAL GAS SURGE OPERAI UH 8 i 8 i 8 i OPERATO OFFICE OFFICE INSTALLATION IS COMPLETE.INSTALLATION SHALL CONFORM TO NFPA99C STANDARDS O I I I F 2.SEAL BETWEEN WALLS AND PLUMBING FIXTURES PER REQUIREMENTS OF THE HEALTH O I DISTRICT. I I I I C 3.COLOR CODE AND LABELALL MEDICAL GAS PIPING PER NFPA99C REQUIREMENTS. ' — SEE PLUMBING LEGEND AND SPECIFICATIONS. d 4.ALL MEDICAL GAS PIPING AND INSTALLATION SHALL COMPLY WITH NFPA99C. I RE:P5 5. SEE ARCHITECTURALAND DENTAL EQUIPMENT PLANS FOR FURTHER DETAILS AND I i i (Typ) DENTAL EQUIPMENT REQUIREMENTS. \ 8. COPPER TO COPPER JOINTS SHALL BE BRAISED USING COPPER-PHOSPHORUS OR 9 8 I 3 8 !I 3 T 8 l 3 .. R.R. COPPER-SILVERLEAST 000'F MELTING BRAZING POINT CONTINUALLY PURGE SYST DEMWITHOUT WITH OIL-FREE NITROGEN ' DURING BRAZING. 12'02 101420 1002� 12'N2 � 12.02 14 12'MA 11n"V 12"MA 11nV 112'MA 14 9 14 9 9 g 9 KEYED NOTES z _ 0 CONNECT TO DISCHARGE OF COMPRESSOR WITH MEDICAL 15 AIR AT THIS LOCATION. STERILIZATION IMAGING 2O MEDICALAIR PIPING TO DENTAL CABINET COORDINATE LOCATION 16 _1141 _ WITH DENTAL EQUIPMENT CABINET AND/OR EQUIPMENT OUTLET, 6%44 c=T /�0 / l STORAGE d� O3 MEDICAL VACUUM PIPING TO DENTAL CABINET.COORDINATE LOCATION WITH DENTAL STAMP EQUIPMENT CABINETAND/OR EQUIPMENT OUTLET. ® RISE 2"PVC EXHAUSTAND AIR INTAKE TO ROOF FROM VACUUM/AIR COMPRESSOR FUTURE FUTUREORY a EQUIPMENT.TERMINATE A MINIMUM OF 25'APART WITH 180°TURN DOWNELL'S. OPERAT O CONSULT 5O 12"MEDICALAIR TO DENTAL CHAIR FROM CRAWL SPACE TERMINATE. 0 AS REQUIRED BY DENTAL EQUIPMENT SUPPLIER. g RISE 3/4"MEDICAL VACUUM PIPING TO DENTAL CHAIR FROM CRAWL SPACE AND TERMINATE. OFFICE JANTOR O AS REQUIRED BY DENTAL EQUIPMENT SUPPLIER. F�59E°HAE MANAGER RfNO, 141 WOMENS 7O 12'N20 LINE TO DENTAL CABINET COORDINATE LOCATION WITH DENTAL Qo a eoY -_ EQUIPMENT CABINETAND/OR EQUIPMENT OUTLET. y 12"02 TO DENTAL CABINET COORDINATE LOCATION WITH DENTAL [ / EQUIPMENT CABINET AND I R EQUIPMENT OUTLET. � rP-8-19 AMALGAM SEPARATOR ��J� o 9O INSTALL 1 1n"X 1"TEE FITTING/ELBOW TO DENTAL VACUUM BRANCH CONNECTION IN MECHANICAL ROOM - AT THIS LOCATION. ABOVE RE:P5A FUTURE D L Xpµl ❑VACUUM PUMP OPERATORV - 10 LOCATION ARK NGEMENT NITROUS EQUIPMENT SUPPLIED OLD.SEE DETAIL P-5/E.COORDINATE RE.P5. C 1 1211 12"MA 11 LOCATION G MEDICAL GAS ZONE VALVE WITH PURGE RELIEF LOCATION D RE C5.B ESSOR I 11 TENANT SPACE PRESSURE GAUGE FOR EACH GAS SERVICE.COORDINATE LOCATION WITH MED 15 Q rJ WALL CONSTRUCTION.AMICO SERIES OR EQUAL GAS 1 S13 12 MEDICAL GAS ALARM PANEL WIRE TO GAS MANIFOLD WITHIN MEDICAL GAS 4 _}r MENIS - STORAGE ROOM AMICO SERIES OR EQUAL 10 r12'N20 10� 3 13 WIRE ZONE VALVE ASSEMBLY TO GAS MANIFOLD WITHIN MEDICAL GAS STORAGE J ;1 ROOM. MECH. 14 COORDINATE WITH GENERAL CONTRACTOR?OWNER FUTURE GAS AND/OR VACUUM CONNECTION AT THIS LOCATION. SNACK COUNTER 15 CONNECT 110 VACUUM FROM AMALGAM TO VACUUM PUMP AT THIS LOCATION. ❑ STAFF J R.R. PLUMBING LEGEND AND SPECIFICATIONS ui O d STATION FIELD INSTALLED = O BREAK ABBREVIATION TI COLOR CODING T QQ O ROOM ABBREVIATION MEANING (BACKGROUND/TEXT) MATERIAL y —N20— NITROUS OXIDE BLUENIHITE PRE-CLEANED,TYPE LCU W/SILVER SOLDER USED WITH NITROGEN PURGE — J —02— OXYGEN GREENNVHITE PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE t.L —V VACUUM WHITEIHLACK PVC,SCHEDULE40 J U) WAKING —MA MEDICALAIR YELLOW/BLACK PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE O J Q —N NITROGEN BLACKNVHITE PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE M Q ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING NOTE:ALL CU LINES TO BE MEDICAL GRADE W J CORNER 6_4 w' V IL.YL c0 Lu C MEDICAL GAS FLOOOR PLAN SCALE:3/16'=1'-0" N VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING 0�" IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JBIRTK Rartchner 1 DATE 2/8/19 DRAWNReaU(an1 O il-06 JW/EN LEC TE EETAA0c12tes MBER ans m st le on Jo 1301SAreMkRdlMxihnlD83709 Site for Ili pection 3 PIINIe:20888&7145 ...\P-3 MED GAS FLOOR PLAN.dgn 2/8/2019 11:15:20 AM SINGLE PLY ROOF JACK Y EXTEND AS A PLUMBING FIXTURE SCHEDULE FURNISHED AND INSTALLED T WASTE OR VENT LINE. BY ROOFING CONTRACTOR. ROOFING MATERIAL SEAL WATERTIGHT TO VENT a COORDINATE WALL CONNECTIONS(IN.) STACK. �' WITHCONSTRUCTION CyyH�ROLCMOE�R SYMBOL DESCRIPTION MODEL CTUER TRIMREF&DETAIL NOTES PLANS AND 3 REV✓ DRAT H.W. C.W. W. V. _ LUGGED TEE O SS-1 MOP SINK 24 X�MOP // FLOOR COVERING SINK KIT W/FAUCET 1/2 1/2 3 2 ROOF DECK) U o000 0 SINK PROVIDED BY SLEEVE ROOF 3 Q SINGLE DENTAL EQIUPMENT CONSTRUCTION COMPARTMENT SUPPLIER AND INSTALLED 112 1/2 2 11/2 COUNTER MOUNTED AS REQUIRED. FLOOR PVC DWV PIPE SK-1 SINK BY THIS CONTRACTOR. SEE NOTE PENETRATION FLOOR LINE FLOORS EM. I REDUCER WHEN ELKAY LUSTERSTONE PLANS REQUIRED CONCRETE SHOWN VERIFY TYPE WITH TECTURALSK-2 BUNTER MOUNTED STAINLESS STEELTOP ARC112 1/2 2 1 1/2 SEE NOTE 2 VENT STACK TRAP PR M R CON ECTON �vL SINK MOUNT SINKADA WHEN SPECIFIED/REQUIRED. SINK PROVIDED BY SK.3 SINK STERILIZATION DENTAL AND INSTALLED 12 1/2 2 1 1/2 SEE NOTE 2 BY THIS CONTRACTOR SINK PROVIDED BY VENT THROUGH ROOF DETAIL n WALL CLEAN OUT DETAIL FLOOR DRAIN DETAIL DENTAL EQIUPMENT SCALE:NONE ~ SCALE:NONE B SCALE:NONE C SK3 LAB SINK SUPPLIER AND INSTALLED 1/2 1/2 2 1 1/2 SEE NOTE 2 BY THIS CONTRACTOR. '^^ SK5 2COMPARTMENT DL-AADA STYLIST J-1174-KSLIST 1/2 112 2 11/2 KOHLER SYMMONS WALL HUNG WITH SUPORT �B�TTAYyCppKF'%%KOW NVWALLABOVE L-1 LAVATORYADA K-2032 GREENWICH SLW-8712-1.5 1/2 1/2 2 1 1/2 PROVIDE INSULATION FLOI�R DRAIN KIT FOR TRAP/STOPS. STAMP KOHLERARCHER BRASS CLEANOUT PLUG WC-1 WATER CLOSET COMFORT HEIGHT KOHLER TOILET SEAT --- 1 28 GPF ELONGATED BOWL s/a 70 FIRE SPINKLER/MED GAS ROOM TANKADA MODEL# HEIGHT MODEL#K-46M 314 3 2 161/2'RIM HEIGHT. COUNTER SUNK HEAD DRAIN FINISHED GRAD PRESSURE REDUCING COVER. TAND ACCESS VALVE SET FOR 60 PSI v' TO MODEL TRIMMER 20 GAUGE POWDER COATED COVER.TOP OF COVER TO BE FLUSH WITH 18 SQUARE CONC.PAD T'�TO DRAIN WASHER BOX GUY GRAY'r SERIES WITH 1/2"1/4 BALL VALVES 1/2 1/2 2 1 1/2 FLOOR LINE TROWEL SMOOTH AND REDUCED PRESSURE WB-1 TOP OF FLOOR. BACKFLOW VALVE AND 2"DRAIN CONNECTION EDGE '/i 'riTO INSTRUMENT WASHER WATTS LF009M1QT OR �e10NA(RN v-' - CITYAPPRO9 7-4 TO DRAIN OQ�PEO\HTegfOQ�y DRINKING o: „i EQUAL(TYP) 0 ELKAY TWO STATION WALL MOUNT o 8 0 DF-1 FOUNTIAN MODEL VRCTLBSC -"" 1/2 2 1 1/2 ADA 120Al80,SA � -� BALL VALVE � '�` I-�-fT0 VACUUM PUMP EQUIPMENT. a ADA BI-LEVEL BALANCE OF PIPING �1/S C.I.BEND lNP)`� UILDI TO DRAIN SHOWER TILE SHOWER SAME AS CLEANOUT 2' 2'�TO BUILDING DOMESTIC WATER SERVICE. COORDINATE WffH 118 C.I.BEND-" TO GRADE p� � SEE PLANS FOR CONTINUATION m 2-8-19 SH-1 1/2 1/2 2 1 1/2 SEE NOTE 3 FLOOR CLEANOUT FCO) C.I.WASTE LINE t1S'-STO DRAIN CONTRACTOR/OWNER ( FUNNEL/DRAIN LENGTH TO SUIT ASSEMBLY(TYP)CLEANOUT NOT TO BE L KA1'R WH-1 WATER HEATER CAKFMITH 3/4 3/4 --- --- LOCATED IN CARPET AREA g VW&'ISOLATION VggLp�,pp��LT��HTTRIIECCADED HOSE END. -WASTE LINE COLD'WATERSSERVICE. H0.1 HUB DRAIN FDA 01 WATTS SEE DETAIL P-4.H --- --- 2 11/2 NO HUB OUTLET 1/8 BEND IF CLEANOUT NOTE:MOUNT BACKFLOW ASSEMBLY ON WALLABOVE OCCURS AT END OF LINE HUB DRAIN/MOP SINK,COORDINATE INSTALLATION WITH OTHER TRADES. F0.1 FLOOR DRAIN 2050SERIES PRIMER CONNECTION --- '-- 2 11/2 TRAP IO XCHEIFOREQUAL WATER SERVICE ENTRY AND FLOOR/CLEANOUT TO GRADE DETAIL n MULTIPLE BACKFLOW ASSEMBLY DETAIL n CP-1 HOT WATER BELL AND GOSSETT 1r1 --_ BRONZE CONSTRUCTION WITH SCALE:NONE SCALE:NONE c RECIRC PUMP E34BUPRZ --" --' PRE-WIRED ELEC.PLUG (n J U-1 URINAL K-5016-ET ROYAL 188 E33L --- 1' 4' Y SEE NOTE 3.5 W NOTES: ■ . 0 1.CONTRACTOR HAS OPTION TO PROVIDE ALTERNATES FOR APPROVAL BY ENGINEER W Q 2.COORDINATE FIXTURE TRIM REQUIREMENTS WITH OWNERAND DENTAL EQUIPMENT SUPPLIER C O Z 3.BRADLEY MODEL S59-1005 MIXING VALVE,KOHLER SHOWER HEAD MODEL K5240-Ca-CP,SHOWER DRAIN SIOUX CHIEF 821 SERIES.ALL FIXTURES IN POLISHED CHROME c = Q W o 0 w 00 e LL- Z ♦� SEE PLANS FOR Z CONTINUATION PROVIDE CONCENTRIC VENT KIT cmC BY WATER HEATER MANUFACTURER/ ! RECIRC PUMP Q C PLUMBING CONTRACTOR INSTALLED j1CHECK VALVE A AQUASTAT J BY HVAC CONTRACTOR.: 3/4'X IIr 1 SEE PLANS FOR REDUCER��112-R 1/2'HOT WATER RECIRC IL CONTINUATION ! I ET-1 STRAINER GAS PRESSURE REGULATOR - .I REDUCE INCOMING SERVICE �� PLUGGED USH NG AND PLLG a a EXPANSION TANK ELLAND GOSSETT TO 4 OZ.PRESSURE. ISOLATION VALVE e3 THERM-X-TROL ST5 E34BUPRZ TO BUILDING ! I OR EQUAL PBT RELIEF Ly VALVE. INSULATINGINSULATING UNION(TYPICAL) I DI-ELECTRIC STRAP TO WALL PER CODE, I UNION(TYP) f REQUIRED APPROVED WH-1"1 SEISMIC SHUT-OFF VALVE O WHEN REQUIRED BY LOCAL UTILITY 17 INDIRECT DRAIN FROM BRACE LINE MECH.EQUIPMENT TOTAL EQUIVELENT �REIN,E GAS GAS COCK TO WALL ' HUB DRAIN VERIFY SCALES THIS BAR L41 INCH PIPE LENGTH:70'COLUMN ON ORIGINAL DRAWING BOILING DEMAND. O 11 EQUIPMENT MBH � I �1/1' FINISH FLOOR F-1 100 RAIN W/HOSE CONNECTION FINISHED GRADE 12" NION IF NOT I 1 SHEET ADJ CH ON F-2 100 THIS SHEET Aalusr I SCALES WH-1 40 1 L ACCORDINGLY LEG DIRT REDUCERWHEN GAS LINE SHALL HAVE WRAPPING UP L REQUIRED TO WABOVE GRADE. ROUTE DRAIN LINE TO NEAREST TO GAS MAIN TOTAL: 240 MBH SWING JOINT 1 REVISIONS 1"MAIN INTO BUILDING DRAIN PAN SEE PLUMBING PLANS - P-TRAP FOR CONTINUATION NO. REMARKS GAS CALCULATION GAS METER SERVICE CONNECTION DEAL GAS WATER HEATER DETAIL n H�UBNDRAIN DETAIL SCALE:NONE SCALE:NONE NOTE:INSTALL WATER SERVICE PIPING TO PROVIDE HEATTRAPSAT EACH WATER HEATER. CHECKED JBIRTK DATE 2MI19 Rartchoer .IN Be non DRAWN '"��"�" JOB NO. 19-M Associates LLC MEP c P L17HEE"NUMBERir Pansmusbe _�1301SFiveMkRdIMMdhnID8:MSiteforall ns Phwe:70 S71/5 ...\P-4 FIXTURE SCHEDULE AND DETAI 2/8/201912:00:41 PM kill RISER 0 OR DROP 'ALL VACUUM SYSTEMS ARE TO BE INSTALLED SEE PLANS ACCORDING TO LOCAL 1 1/2"INLET BUILDING AND ELECTRICAL CODES. CONNECT TO 'VACUUM LINESAND RISERSTO BE IPS,PVC,SCH.40 O VACUUM LINES COPPER PIPE SHOULD BE USED IF LOCAL CODES SERVING LONG RADIUS PROHIBIT PVC. O TREATMENT SWEEP FITTING OR USE DIRECTIONAL FLOW CONNECTIONS. ROOMS SEE TWO 46'ELBOWS 'AVOID SAGGING LINES. PLANS FOR CONTINUATION °o 0° ° 0° MR) NOTE: LINES TOWARD ) °o 0 0 0 PUMPS VACUUM PUMPS "PER 20 FEET o o CONNECT TO SEPARATE TRANSITION AS SHOWN ELECTRICAL CIRCUIT ON PLANS ]j AIR INTAKE: �lJ AVOID INTAKING AIR FROM SOURCES OF AIR-BORNE PATHOGENS SUCH AS LONG RADIUS SWEEP VACUUM PUMPS. FITTING OR TWO 45'ELBOWS(TYR) 3/4"(TYP.) SEE SUPPLIER 1 12"SUCTION TO OF DENTAL VACUUM PUMP FOR DELIVERY SYSTEMFOR la SEE PLANS FOR FOR DETAILS FOR CONTINUATION TERMINATION SWEEP FITTING NOTE:COORDINATE ALL PIPE SIZE VACUUM SYSTEM PIPING GUIDELINES FOR CONNECTIONS AND LOCATION STAMP WITH EQUIPMENT SUPPLIED. COMPRESSOR DISCHARGE UNDER FLOOR INSTALLATION SUCTION CONNECT TO 1/2'COPPER PIPE LINE ARRANGEMENT FOR BRANCH LINES SEE PLANS. TO VACUUM PUMPS) TYPICAL SOLMETREX H95 TYPICAL VACUUM SYSTEM AMALGAM SEPARATOR DETAIL n AIR COMPRESSOR DETAIL PIPING DETAIL 5 SCALE:NONE SCALE:NONE 9\ONA( SCALE:NONE eQ�tF'PEO\STggFOO�y a rP-8-19 9Sy'E t F ��t KAK10� NOTE: DETAILS&PRESENTATION ASSUMES A WET VAC SYSTEM WILL BE USED.IF DRY VAC SYSTEM IS USED COORDINATE NECESSARY CHANGES WITH DENTAL EQUIPMENT SUPPLIER.I.E.INCREASED VAC PIPE SIZES, 2'PVC EXHAUST INTAKE C.I.VENT PIPE,DELETION OF WATER AND R.P.,ETC. FROM VACUUM UNIT. SEE KEYED NOTE#4/P3 1/2"DOMESTIC COLD WATER O RP DEVICE 1/2"NITROUS OXIDE 1 1/2"FROM TO ZONE VALVE AMALGAM 1/2.OXEYGEN SEPARATOR 12'BALL VALVE CAT 6 TO ~TO ZONE VALVE ALARM ELECTRICAL: PANEL i INTEGRAL MANIFOLD ANNII PRESSURE RELIEF CONNECT TO SEPARATE ELECTRICAL CIRCUITSCAT To -- ui OMNOERERSUCTION ZONE VALVE ----- DISS HOSE 5 co LOW VOLTAGE: O J TO VACUUM PUMP 02 WIRE TO REMOTE NZO SET PER SUCTION ONE N20 02 = Q w SET PER SUCTION CYLINDER MOTOR REGULATOR TO COMPRESSOR SIT PLY ANTE (TYP) w Q OXYGEN PPLYTANKS J U) RESTRAINTS W u< (T�'P)`� Z W 2'P-TRAP AND HUB DRAIN: CYLINDER SEE PLUMBING PLANS P (TY IL n RESTRAINTS / TYPICAL GAS MANIFOLD DETA VACUUM PUMP ROUGH-IN DETAIL I 11� SCALE:NONE SCALE:NONE LJ VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING 01111111111111111111111111 " IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JBIRTK DATE 2MI19 Rartchner 1 BeQUCQnn011 DRAWN 19-06 WIEN JOB NO. 19-06 ksociatBS LLB MEP consultants PL NS SHE TNUMBER 1301SARe Mile m:2IMBI81nIDB3709 efo O' 5 Bne:20888&7145 ...\Mech\P-5 MED GAS DETAILS.dgn 2/8/2019 11:16:15 AM O gOCU I3.B 8 Cu-2 B O GENERAL NOTES FUTURE SURGERY FUTURE OPERATORY OPERATORY OPERATORY OPERATORY FUTURE OPERATORY _ OFFICE OFFICE 1. GENERAL NOTES,SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS. T T •5 F 125 CF T T 125 FM ? 125 FM ? 125 T A CFId 2. DRAWINGS ARE DIAGRAMMATIC,THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS 8"0C �&?w!1 l,�-> F�^�!J!!!f FQ, I I I I F�I RE:M-3.H(TYP) t CD AND COMPONENTS IN FIELD. iT5 CF°6��y 8"O SA t RE;M-3 H C") l y � 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. ' 4. ADJUSTALL FAN RPM TO DELIVER CFM VALUES SHOWN AT ELEVATION WHERE INSTALLED. 5. INSULATE PIPING AND DUCTWORK AS REQUIRED BY CODE.MINIMUM R-8 INSULATION ON ALL DUCTWORK IN UNCONDITIONED SPACES. F`7 - 6. RUN DUCTS AND PIPING CONCEALED,UNLESS SPECIFIED OTHERWISE.ALL DUCTWORK SHALL 12'X12'SA BE INSTALLED AS CLOSE AS POSSIBLE TO WALLAND WITHIN OF BEAMS AND JOISTS. '^� 4'0 EA L "0 "0 7. VERIFYAND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT.FIELD VERIFY VF-1 b- E� 8'03A AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. NS 1 T a T '0 3A `'0 SA RFE ®10 H X R.R. RE;M3,p 8. THE INSTALLATION OF THE MECHANICAL SYSTEM SHALL COMPLY WITH THE y� a REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING,FIRE,AND 2012 MECHANICAL CODES. �i"0CD �'16�CFM 9. SUPPORTALL EQUIPMENT,PIPING AND DUCTWORK FROM BLDG STRUCTURE TO PROVIDE STAMP FUTURE OPERATORY ~6.0 SA 95 CFM 95 CFM STORAGE A VIBRATION FREE INSTALLATION. 14'X12'SA •X• 6"0 10 RE'M®G 11 10.INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS.MECHANICAL CONTRACTOR SHALL d ��T 8'0 SA��` IMAGING I`8'g - E LAB `T INCREASE DUCT SIZE FOR LINER IF APPLICABLE. l STERILVJITION 6'03A� T I`r--{Llj�r'I ' 11.ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS STATED OTHERWISE. F � m 1 G 1 2 .� 12.DIFFUSER SIZES SHOWN ARE NECK SIZES,REGISTER AND GRILLE SIZE ARE NOMINAL. Q0�'Ea aTEaFpQ 8 0 CD 0 ''r 0 1� 8 RE:M3.H(TVP) 2 - 1 y �O CD 13.PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO AIR HANDLING UNITS. y4O P Fm yFinP 125 CFM 1 RE:W&H(TYP) 0 18'X18' G 1 14 3 i 14 T 18'X18'RA14.THE INSIDE OF ALL UNLINED DUCTWORK VISIBLE THROUGH AGRILLE OR DIFFUSER SHALL 1 i T X.M. BE PAINTED FLAT BLACK. 1i7 FRS CONSULT RE:M-3. (- EF-3 10 m 2-8-19 I I 3 _ ' !!!!!!II!!!�� 15.PROVIDE HANGERS,CLAMPS, EXPANSION JOINTS,ANCHORS AND GUIDES AS FUTURE OPERATORY 71 r of ?� ,' 18'X18'RA __ JANITOR NECESSARY TO PREVENT STRESS ON PIPING. �y T L'1IF-1 5 F-2 l 150 F 16.ALL SHEET METAL DUCTWORK SHALL BE IN ACCORDANCE WITH'SMACNA'LVDSC 8"0 CD o RE:M _ APPLIANCES IN ATTIC:125 CFM �' 2 T m T 17.SYSTEM TO COMPLY WITH 2O15INTERNATIONAL ENERGY CONSERVATION CODE. 10'X10'SA !!!!!L®� RE: 10 SEE COMCHECK FORAPPLICABLE DETAILS. t ��!l8�0 CD X y RE:M3.F,L OFFICE 1 Attic access must b e large 18. CONTRACTOR HAS OPTION TO UTILIZE FLEXIBLE DUCT CONSTRUCTION METHODS THAT „ E�_ MANAGER ARE IN COMPLIANCE WITH DUCT FREE AREA REQUIREMENTS SHOWN ON PLAN. "B"0 ` ems WQ^^E enough to remove MED q T t t equipment. II �� KEYED NOTES i GAS H1 7111 !! 2. Must have a 30 x30 13 1 y 8"0 CD X E y D MENS O TRANSITION FROM INLETIOUTLETA3 NECESSARY I MECH. 12 8'0 SAT21 service platform on service RAY PROGRAMMABLE TSTAT W/AUTO CHANGEOVER MOUNT 4'-0'ABOVE FINISHED FLOOR. EF-7 ,D side of equipment. 6"0 SA R1=FAO'L � PENETRATION AND COMBINE.RECONCENTRIC VENTAT EXTERIOR WALL OR ROOF SNACK COUNTER 3. Must have light and switch I❑I'_ ® 4"DIA.GAS FLUES FROM WATER HEATER TO RISE TO ROOF PENETRATION.RE:M3.K T 10"X10"SA at service platform. o SET MINIMUM OSAONF-1TO280CFM. O z T w1' SET MINIMUM OSA ON F-2 TO 235 CFM. ❑ 9 0F� 4. Condensate overflow © SUCTION AND LIQUID LINES,SIZED PER MANUFACTURER'S RECOMMENDATIONS. = Q CD 1 y ° protection to be provided. o RUN TO COOLING COIL OF FURNACE.SUPPORT SECURELY. d RE:M3.H(TYP) p p - T RE:M3.J 10 RE M®,G I PAp J MOUNT ON 4'CONCRETE PAD WITH VIBRATION ISOLATORS. w (TYP) 10 EF'1®G STAFF STATION e © � O 5. Trusses to be designed for 9 EXTEND MIN.4'DIA ALUMINUM EXHAUST DUCT FROM DRYER UP IN WALL TO ATTIC SPACE AND EXTEND TO J O 10'X10'SA 12'X12'SA a EXTERIOR ROOF CAP AS REQUIRED.RE:M3.E O J WAITING additional dead loads for the Q i 10 RUN TO EXTERIOR EXHAUST FAN NTO R OFNPE PENETRATION AT ROOF CAP,OR m LL U weight of the appliances. z_ a 10"X10"SA STANDARD 10'X4'FLOOR GRILLE FOR CRAWL SPACE VENTILATION.RE:M3.D �; �, ROOM 8"O SA 71 SUPPORT FROM STRUCTURE IN CRAWL SPACE.DUCT TO OUTSIDE,TERMINATING WITH SCREENED 5 �-y 1!! E�1 8"0 CD LOUVERAT FOUNDATION WALL.CONTROL WITH HUMIDISTAT SET TO OPERATEKIDS Q F y 8'0 CDT FAN WHEN CRAWLSPACE EXHEEDS 60%R.H. 11t CORNER 6"0 F 1 8"0 CD 11 13 CONTRACTOR TO PROVIDE VENTILATION FOR NITROUS STORAGE ACCORDING TO 0 NFPA 99.CONTRACTOR TO COODINATE 10"X10"VENTILATION OPENINGS 1 FT. �� CONTRAC NGA SHED FLOOR WITH BUILD G CONS AND _ LOCATION OF FURNACE IN ATTIC SPACE.COORDINATE EXACT LOCATION WITH GENERAL P 74 CONTRACTOR.PROVIDE A WATER-LEVEL MONITORING DEVICE INSIDE THE PRIMARY DRAIN PAN WITH CONTROLS TO SHUT OFF THE FURNACE IN THE EVENT THE PRIMARY DRAIN BECOMES F 1- -0 CD RESTRICTED.RE:M3.M 15 GAS STORAGE CLOSET WILL STORE NITROUS AND OXYGEN.BOTH GASSES ARE CONSIDERED NON-FLAMMABLE GASSES BY THE NFPA,THEREFORE THE SPACE WILL BE CONSIDERED UNCLASSIFIED. MECHANICAL LEGEND VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING SYMBOL DESCRIPTION SYMBOL DESCRIPTION Dom" IF NOT 1 INCH ON HVAC FLOOR PLAN /\ BRANCH DUCT a®-1CD CEILING DIFFUSER THIS SSHEET CALES JUST SCALE:3/16-V-0' N DUCTWORK(OVERHEAD) 1 ACCORDINGLY DUCT TRANSITION El/® RETURN/EXHAUST GRILLE L- BALANCING DAMPER © REMOTE CONTR IN OL FIOR FAN COIL REVISIONS RA/SA RETURN I SUPPLYAIR QE BY ELECTRICAL CONTRACTOR NO. REMARKS EA/OBA EXHAUST/OUTSIDE AIR 0T THERMOSTAT 1 CITY COMMENTS 3/5119 VENTILATION CALCULATIONS r✓✓✓✓r✓rr✓✓ FLEXDUCT _+��FD FIRE DAMPER J�FS FIRE SMOKE DAMPER Crawlspace Ventilation(Section 406 Ventilation of Uninhabited Spaces) ALL SYMBOLS SHOWN MAY NOT BE USED ON DRAWING. For Mechanical Ventilation:0.02``i-6080 ft2=122 cfm CHECKED JB/RTK f� DATE 2111/19 DRAWN AB/EN Kartchner . Bea ASSAf18tes LLC P t01INU E LAN EETI UMBER 1301shyeMileRd1119ifInD83709 Plans must Le on Jo th Nv:208A 714s Site for a I in ection ...\Mech\M-1 HVAC FLOOR PLAN.dan 3/6/2019 9:09:18 AM FURNACE SCHEDULE PLAN TYPE CFM MOTOR SP ELECTRICAL HEATING COOLING OSA WEIGHT MANUFACTURER REMARKS HP CODEltyyC^ VOLTIPHASE MCA MOCP MBH INPUT MBH OUTPUT ENTAIR LVG AIR MBH I ENTAIR LVG AIR OUTDOOR AIR (CFM) (LB) &MODEL NO. F-1 HORIZONTAL 96% 2000 3/4 0.5' 120/10 13.7 15 100 96 80° 103° 57 [�78.11 7.180 51 �b 95° 285 142 AMANA#AMSS961005CN SEE NOTES 1 2 lO F-2 HORIZONTAL 96% 2000 314 0.5' 120/10 13.7 15 100 96 80° 103° 57 Be 52 95° 235 142 AMANA#AMSS961005CN SEE NOTES 1 2 0 50 NOTES: O CONTRACTOR MAY PROVIDEAPPROVED EQUAL.SUBMITALTERNATE fL,s TO ENGINEER FORAPPROVAL N O AMAMAAT42727 DAY PROGRAMMABLE THERMOSTAT CONDENSING UNIT SCHEDULE PLAN I EVAP MCA MOCP ELEC MBH ENTAIR SEER WEIGHT MANUFACTURER REMARKS '^� CODE CFM (LB) &MODEL NO. LOAD CALCULATIONS ENERGY COMPLIANCE CU-1,2 2000 33 50 230110 57 &5' 18 164 I SEE NOTES 1 2 Air System Sizing Summary for F-1 COMCheCk Software Version 4.1.0.0 NOTES: Al A, Project Name 190E DR BOEHME 01/29/2019 Pr aredb Krth B n As etas 10:25AM Mechanical Compliance Certificate STAMP O CONTRACTOR MAY PROVIDE APPROVED EQUAL.SUBMITALTERNATE O PROVIDE WITH AIREX PRO-SYSTEM KIT Air System Information TO ENGINEER FORAPPROVAL Arsystam Na e__ ........... __..F-1 Numbarofzonea ....................... __1 Equipment Class.......................................SPLT AMU Floor Area............................................................2100.0 fP n8/1' Air System Type.............................................SZCAV Location..............................................Twin Falls,Idaho Sizing Calculation Information Project Information EXHAUST FAN SCHEDULE Zone and Space Sizing Method: Energy Code: Dr.Boehm Project Title: Twin F hme \ONA1 Zone CFM......................Sum of space airflow rates Calculation Months.......................................Jan to Dec g1+ f,1. Location: Twin Falls,Idaho 0 sit Q Space CFM..................Intlivitlual peak space loatls Sizing Data..............................................User-Motll9etl ak pEe1 E4F �y Climate zone: sb PLAN MANUFACTURER AREASERVED TYPE DRIVE BLADE CFM ESP FAN BONES MOTOR REMARKS Central Cooling Coil Sizing Data Project Type: New Construction CODE &MODEL NO. ffEV. (S.L) RPM HP VOLTAGE/ PHASE Total coil load.........................................................4.3 Tons Load occurs at..................................................Ju11600 Total coil load.......................................................51.1 MBH OADG/WB......................................... 98.0161.7 °F Construction Site: O.vner/Agent: Designer/Contractor EF(1-4) COOK#G6128 E�� CABINET DIRECT ALUMINIUM 60 .25 750 - 25W 12D/1 SEE NOTES 1 2 Coil CFM atlJload ul 1600...........................................2000 CFM Leaving DB/WB.____............................___51.2149.5 F Twin Falls,ID Daveter-Mom Eric Nelson 9��rE OF 10�a�14'� McCarter-Moomouse Kartchner Beaucannon Associates Max block CFM...................e...............................2000 CFM Coil ADP..................................................................48.3 °F Meridian,ID 13m1 S.Five Mile Rd. T.M1rv"G Sum of peak­CFM.......................................2000 CFM Bypass Factor........................................................0.100 12ndian,ID 1301some S. m9 Sensible heat ratio___.......................................0.962 Resulting RH.......................................................... 43 % EF-5 COOK#GC-148 LAB CABINET DIRECT ALUMINIUM 140 0.1 750 - 25 W 12011 SEE NOTES 1O W/Ton.................................................................493.6 Design supply temp. 51.2 °F Additional Efficiency Package(s) (208)BBB-]148 BTU/hr-ft' 24.3 Zone T-stat Check..................................._............O"' OK ( I...........__...................__..................... Water flow @ 10.0°F rise......................................N/A Max zone tamparatura deviation................................1.4 °F EFS,7 NUTONE 9083WH BATHROOMS IN-LINE DIRECT ALUMINIUM 70 0.1 700 - 0.05 12D/1 SEE NOTES 1 2 3 unePeciriad Central Heating Coll Sizing Data Mechanical Systems List VF1 COOK#GC-148 CRAWLSPACE IN-LINE DIRECT ALUMINIUM 130 025 1100 - 42W 120/1 SEE NOTES 1 4 Max coil load_. 43.8 MBH Loadoccure at...................................................Des His Quantity System Type&Description _._.............................................. Coil CFM al Des M9.................................._.......2000 CFM BTU/(hr-IP)...............B ......................................59.4 20.9 2 HVAC System 1(Single Zone): Max coil CFM......................................................N/A CFM Ent.DB/Lvg DB................................. 59.4I83.1 °F Heating:leach-Central ency=Furnace,Gas,Capacity=100:80.0 Wafer flow @20.0°F drop........................._.........NIA Proposedchcieny=stem,%Et,Required Efficiency:Air-Cooled %Et or nens0%AFUE NOTES: Cooling:leach-Spilt System,Capacity=67 kBlu/h,Alr-Gaoled Cpntlenser,NO Ecpnomlzer,Economizer exception:Law Capacity Re sidantial 1 Fan PROVIDE GRAVITY BACKDRAFT DAMPER O3 PROVIDE 1.5 KW ELECTRIC HEATER Supply Fan Sizing Data Proposed Efficiency=lt.mo SEER,Required Efficiency:13.00 SEER System:None 2 EXHAUST FAN SWITCHED WITH LIGHTING. ®INLINE EXHAUST FAN FOR CRAWLSPACE VENTILATION.CONTRACTOR Actual max CFM..................................................2omo CFM Fen motor BHP........................................................o.ao BHP 1 water Heater 1: TO PROVIDE HUMIDISTAT FOR OPERATION.SEE KEYED NOTES ON Standard CFM.....................................................1718 CFM Fan motor kW..........................................................OAO kw Gas store a Water Healer,Capacity:50 lions,Input g: SHEET M-1. Actual max CFMm=...............................................0.0 CFM/ft' Fan static.................................................................0.00 in ng 9 ga P t Rating:40 k8tu/h No minimum efficiency raquir ment applies Outdoor Ventilation Air Data Design aldlm CFM 276 CFM CFMipersan 9.20 CFMrperson ♦A CFM/0°.................................................................0.13 CFM/f- Mechanical Compliance Statement C0 AIR DEVICE SCHEDULE Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been O Air System Sizing Summary for F-2 designed to meet the 2015 IECC requirements in COMmeek Version 4.1.0.0 and to comply with any applicable mandatory J PLAN TYPE& CEILING N.C.LEVEL MAX. MANUFACTURER REMARKS Project Name IS-DR BOEHME 01/29/2019 - rements shednme teen nChecklist = Q CODE DUTY TYPE MAX r areartchner aaucan as st 10 as :25AM RICHARD T.KARTCHNER P E. T CFM &MODEL NO P db K . B ��� t-8-19 i QQ = Air System Information N -Title Signature Date CEILING Equipmir am Name_. ..... .. .F-z Number atones........................................... ..._0 _ CD GYP. 30 395 TITUS MCD SEE NOTES 1 2 Ail proem Class ...SPL ZCAV Allu Floor Area.....................................................Fall.2daho fp U DIFFUSER Air System Type.............................................SZCAV Location..............................................Twin Falls,Idaho PERFORATED- UJ Sizing Calculation Information J J RG/TO GYP. 30 2D55 TITUS 50F SEE NOTES 1 2 Zone and Space Sizing Method: O J Q RETURN?RANSFER 0 _J NOTES: Zone CFM......................Som of space airflow rates Calculation Months.......................................Jan to Dec W LL U Space CFM..................Individual peak space loatls Slzing Data..............................................User-Modl9ed Z O REFERENCE MECHANICAL PLANS FOR NECK SIZES Z Q O CONTRACTOR MAY PROVIDE APPROVED EQUAL.SUBMITALTERNATE Central Cooling Coil Sizing Date TO ENGINEER FOR APPROVAL Total coil load.........................................................4.1 Tons Load occurs at................................................Au91500 U Total coil load.......................................................49.0 MBH OA DB/WB...................................................99.0162.0 °F. '1 Sensible coil load.................................................48.4 MBH Entering DB/WB...........................................]eel I59.9 °F Q IL Coil CFM at Aug 150, ............................_....... 0 CFM Leaving DB/WB...___...........................__..52.0 I50.3 °F_.. 200 C Max block CFM...................................................2000 CFM Coil ADP..................................................................49.1 °F Protect Title: Dr.Boehme Report date:01/29/19 L Sum of peak zone CFM.......................................200c CFM Bypass Factor........................................................0.100 Data flename:H:\Google Drive\2m19\39-m6 Dr.Boehme\Coro Check.cck Page lot 9 Sensible heat ratio___........................................0.989 Resulting RH..........................................._.................42 % e2Ron........................................___...................551.5 Designsupplytemp.................................___..........52.0 °F BTU/(h,fP)...........__...................__.....................21.8 Zone T-stet Check..................................._............Oo11 OK Water flow @ 10.0°F rise......................................NIA Max zone Wmparatura deviation................................2.3 °F Central Heating Coll Sizing Date C Max coil load........................................................37.7 MBH Load occurs at...................................................Des his VAC /V AC C V Coil CFMat Des...g"'_..........___..........____..2000 CFM BTU/(hr-fP).............._...........................................3 16.8 Max coil CFM......................................................2000 CFM Ent.DB/Lvg DB............................................61.3181.E °F 1 Water flow @20.0°F drop NIA Supply Fan Sizing Data VENTILATIONCALCULATIONS. Acual max GFM..................................................2009 GEM Fen motor SHIP....................................................... BHP Standard CFM.....................................................1718 CFM Fen motor kW..........................................................0.00 kW Actual max CFhVO°...............................................0.89 CFM/ft° Fan stalk.................................................................0.00 in wg Calculations based on the International Mechanical Code 403.3.1.1 Outdoor Ventilation Air Data Design aldlow CFM...............................................235 CFM CFMipersan 11.75 CFMrperson VERIFY SCALES CFM/fl° 0.10 CFM/0° THIS BAR IS 1 INCH OSABY Number OSA BY Total ON ORIGINAL DRAWING Space Sq.ft Cfm/Person Cfm/Sq.Ft.People/2000 Sq.Ft SQ.F, . People PEOPLE OSA g F-1 1 22501 51 0.061 51 136 11 56 IF NOT 1 INCH ON F-2 1 210011 511 0.0611 51 1261 11 53 THIS SHEET ADJUST SCALES ACTUAL NUMBERS BASED UPON ROOM ACCORDINGLY TYPES&ADDING EZ#:608 CFMS BALANCE REPORT REVISIONS DUE AT FINAL NO. REMARKS 1 CITY COMMENTS 3/5/19 CHECKED JBIRTK DATE 2111/19 DRAWN AB/EN Kartchner o Beoaconnon JOB N 19-06 Associates LEE MEP(oosulfaflE L S S ET NUMBER 1301SH.Mie?dI Maid.ID637W Plansmustb o ob _2 Not:208A88.7145 Site for all ins aed ons ...\M-2 MECHANICAL SCHEDULES.dqn 3/6/2019 9:10:28 AM EXHAUST r?� Q � APPR0X.4" L L S SECURE TO STRUCTURE 2'-0"ABOVE ROOF INTAKE 20 L DX COIL - SLEEVE.ALLOW � PIPING TO PVC VENTAND MOVE FREELY COMBUSTION AIR EXPANSION VALVES THRU-SLEEVE RISE TO OSATO ROOF OR ATTIC SPACE CONCENTRIC VENT. SLOPE SUCTION L CONDITIONED FLOOR GRILLE PENETRATION SEE DETAIL M-2.0 S LINE BACKTO FLASHING SPACE PENETRATION COMPRESSOR. FASTEN TO GAS PIPING T� STRUCTURE �3UBFL00R SIDWHEN FURNACE DAMPER TO OPEN ¢¢ REFRIGERANT APPROX.8' WHEN FURNACE ENERGIZES O LINES TO FURNACE ROOF O _ TI CONDENSING �Y S UNIT SCREW(TYPICAL). L SUPPORT REFRIGERANT PIPING PER 20 GA.GALV. NS M MANUFACTURES REQUIREMENTS. SHEET METAL STRAP TRANSITION TO bRA �00000000 0000o bSA CLAMP DUCT STRAP GRILL AS REQUIRED. STAMP INSIDE DUCT DIMENSION TO BE DUCTBOARD OR THE SAME SIZE AS FLOOR LINED SHEET FLTER DRYER ROUTE THROUGH WALL IN PVC SLEEVES GRILLE-SEE PLANS FOR SIZE. METAL TO ASSOCIATED FURNACE. 3XW `-FLEX CONNECTION �` SUPPORT SECURELY ABOVE GRADE gg\ONAL FN RE:M-3.M FOR SUPPORT REFERENCE ` SIGHT GLASS EXHAUST Q 5 INTAKE eQt��4PE618TEgF�/''/,1F CRAWLSPACE TURNING a F? PROVIDE VIBRATION ISOLATORS VANES CONDENSING UNIT PROVIDE 4'HIG UNDERNEATH UNIT(TYP). CONCRETE HOUSE KEEPING PAD m P-8-19 UNDER UNIT. CONCENTRIC ROOF 9''rEOF 0'�?�� HORIZONTAL FURNACE DETAILS TYPICAL REFRIGERANT ISO DETAIL � TERMINATION DETAIL � SOUND BOOT DETAILoT, 1G� SCALE:NONE h SCALE:NONE � SCALE:NONE v SGALE:NONE A ,12OV-10-6OHZ 1 VI CIRCUIT BREAKER OR FUSED DISCONNECT O #10 X 3/4'SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS TO ANCHOR STRAPS UL 181 LABELED INSULATED FLEX DUCT O TO DUCTAND JOISTS. NO SAGS OR SHARP 90 TURNS TYPICAL LOW PROFILE ALL STRAPS TO BE TIGHT WRAP ALL BRANCH DUCTS ALLOWED EXCEPT AT DIFFUSER CONNECTION. ROOF JACK SIZED FOR ROOM AGAINST DUCTAND SUPPORT AND COVER CONNECTIONS LIMIT RUN TO 5'-0"LONG. CFM SHOWN ON M-1. _..-� LIGHT MEMBERS. LIGHT WITH DUCT WRAP. WIRE HANGER SWITCH TAL TO STRUCTURE DUCT FLEX.CONN.(TYR) OE HANGER STRAPS SHE SPISHEN-N FITTING FLASHING BY G.C. EXHAUST FAN NO POP RIVETS ALLOWED WITH EXTRACTOR CONE W U (ATTACH TO STRUCTURE) STAINLESS STEEL BALANCE DAMPER WITH SCREW DRIVER 5 O Q LOCKING QUADRANT OPERATED BAND(TIP.) L 2'SQ4"GASTRAP. QQ W EA OE =BY ELECTRICAL ROUND TO RECTANGULAR CONTRACTOR. OR SQUARE ADAPTER Q � _U ROUND RIGID Q Z 1/4'GALV.WIRE DUCT PROVIDE 3/4"HAT m LL MESH OVER OPENING CHANNELS. BOTH OR Z Q DUCT FROM EXHAUST FAN ------- SHIELD LN BELOW ROOF.RE:M-1. — 12'WIDE 24 GA FASTEN RIGID WIT TO DIFFU DIREC SER SUPPORT U GRILLE SHEET FITTING WITH7 DIFFUSER CEILING w SHEET METAL SCREWS cc G EXHAUST/OSAAIR OUTLET DETAIL � EXHAUST FAN DETAIL � EXHAUST FAN CONTROL � DIFFUSER CONNECTION DETAIL SCALE:NONE C SCALE:NONE r SCALE:NONE V SCALE:NONE fl NOTE:REMOVE MESH FOR DRYER APPLICATIONS. 120V-1"OHZ CIRCUIT BREAKER OR FUSED DISCONNECT O LIGHT SWITCH WITH TIME ATTACH SECURELY MIN.TIMER TO STRUCTURE VERIFY SCALES ROOM FLEX CONNECTION THIS BAR IS 1 INCH LIGHT 10"—TYPICALVIBRATION ISOLATOR. ON ORIGINAL DRAWING E BACK DRAFT O E FILTER FRAME EXTERNAL Q—� PREVENTER O \ - - OF FURNACE. IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES FLASHING VENT T ABOVE ACCORDINGLY TRAP LEVEL Z_ ATTIC SPACE 2'MIN:CLEAR DO NOT BLOCK FILTER SHEATHIN N ACCESS PANELOR SEE HVAC PLAN SEAL F FURNACE ACCESS DOORS REVISIONS FOR DUCT SIZE. WITH HANGER RODS. NO. REMARKS \ ROOFING ELECTRIC—,- z CEILING - + � CEILING HEATER v V V V 15/8'CHANNEL(UNISTRUT P1000) 1Q CfTY COMMENTS 3/5N9 WITH FAN CROSS MEMBER SUPPORT.TYP.OF 2 COIL CONDENSATE DOUBLE WALL TRAP AND DRAIN = 1 5/8'CHANNEL(UNISTRUT P1000) FLUE COHTINUOUSSUPPORT UNDER DAYLIGHT PIPE TO NEAREST FLOOR DRAIN SECONDARY DRAIN LINE TO ENTIRE LENGTH OF FURNACE. OFFICE HALLWAY EXHAUSTFAN VISIBLE DISCHARGE LOCATION TYPICAL OF 2. CHECKED J&RTK OR DRAIN PAN 2"BEYOND EQUIPMENT SENSOR TO SHUT DOWN UNIT.�� DATE 2J11/19 SEE HVAC PLAN HUNG FROM SUPPORT FRAMING. FURNACE SUPPORT DETAIL/11I\ 7��� CEILING ESCUTCHEON R A DROWN ABIEN FOR GRILLE SIZE SCALE:NONE IV1 Rartchner 1® Beau mon JOB NO. 1 RESTROOM EXHAUST FAN TRANSFER AIR DETAIL GAS VENT DETAIL � WITH HEATER WIRING � Associates LLf MEP consultants E LA�SIEETIUMBER SCALE:NONE SCALE:NONE n SCALE:NONE 1301 SAre MileRdlMdi 14 DB37W Site f lta lst pen Jor 3 PII011e:ZI)8�-��� ...\M-3 MECHANICAL DETAILS.don 3/6/2019 9:11:15 AM ELECTRICAL LEGEND WALL BRACKET. Ad7,4B A-51,53 2X4 LUMINAIRE(SURFACE OR RECESSED)SEE LIGHT O 348 CU 3413 CU FIXTURE SCHEDULE. 11C CU-GRD 1. CU-GRD C (C) RECESSED ROUND LUMINAIRE(INCANDIFL/HID). CU_1 CS-2 EXIT LUMINAIRE W/EMERGENCYADJUSTABLE DUAL HEADS O 600 AMP,120/240 V METER PACKAND A ELECTRICAL PANELBOARD(SURFACE OR FLUSH)SEE 0 SERVICE GEAR PANEL SCHEDULES. FUSED 50/2 FUSED 50C2 RE:E-3 '(Ef EMERGENCVADJUSTABLE DUAL HEAD LUMINAIRE. �1, J�, ® MAIN DISTRIBUTION PANEL'MDP' FUTURE SURGERY FUTURE OPA-13 RY OPERATORY OPERATORY OPERATORY FUTURE OPERATORY Y OFFICE d OFFICE (b TELEPHONE TERMINAL BOARD,4'X 8'X 3/4'FIR O O3 O7 Oi OS O9 A-33 A-35 PLYWOOD BACKBOARD PAINT TO MATCH WALL FINISH. IN. F-1 MECHANICAL EQUIPMENT WITH IDENTIFICATION q35& DESIGNATOR. CLG. CLG. CLG. CLG. IA-35 SINGLE POLE SWITCH. AC A-19 AC A-23 AC A-27 A-31 C A 11 �GFQI A-15'J� ACG GFCI \�J @_GFCI ACC j`., AC��A-33 A-33@- THREE WAY SWITCH. A-11 GFCI A-19 A-23 GFCI - GFCI C THREE POSITION SWITCH. A-15 d A-27 A-31 3P A35 $T TIMER SWITCH. A-11 [A�-11 A-15 A-19 A-23 M2 A-31 'D DIMMER SWITCH - A33 R.R. HORSEPOWER RATED SWITCH. '^� III Id I $HP � I � $TR THERMAL RATED SWITCH D 2 PORT TELEPHONEIDATA JACK CAT 6 CABLE IN 3/4"CONDUIT A30 A30 BACK TO COMMUNICATION AND DATA SYSTEM.COORDINATE A-11 ADDITIONAL REQUIREMENTS WITH COMMUNICATIONS GFCI CONTRACTOR. TT.B.D RE:E3.0 DOUBLE DUPLEX GROUNDING TYPE RECEPTACLES IN STAMP AC jmv COMMON 2 GANG BOX GFCI STERILIZATION C IMAGING dWP* WEATHERPROOF DUPLEX GROUNDING RECEPTACLE. A-7 PANEL'A' A 2 A 20 CU-GRD A,32 GFC? GROUND-FAULT CIRCUIT INTERRUPTER,NEMAS-20R. v O A-7 J 7* A-2 Al A-2 +54"J Al O FLOOR DUPLEX GROUNDING RECEPTACLE,NEMA5-20R. AC �/ 3 Ad1 F-2 LAB G CI DIRECT CONNECTION OR SPECIAL OUTLET,VERIFY 12 ONA(F OFL 3rtN rtNGFCI ' AGE ` 1 GFCI ® DISCONNECT SWITCH,FUSEDASREQURED By aeaNNECTION WITH EQUIPMENT SERVED. F� o�srEgFoOiyP YY EQUIPMENT MANUFACTURER.INSTALL INACCESSIBLE FUTURE OPERATORY GFCI !. I 3 I IAr45 _ LOCATION ONLY.F=FUSED. CONSULT i ��i j pFBpI JUNCTION BOX. mZ-8-19 GFCI A-10 _.� I i I �o°a 42 I I I A-g JANITOR © PHOTOCELL:SEE SINGLE LINE DIAGRAM. �Hqq�or O? A3 A30 Q I 1 ® TIME CLOCK,SEE SINGLE LINE DIAGRAM L a A3 OFFICE WOMEN3 F-1 A-10P -, ® THERMOSTAT OUTLET,BY MECHANICAL, O O T 4 _- MANAGER A-3o �.i- INSTALLED AND CONNECTED BY ELECTRICAL. <�> AQUASTAT A-g A-30 COMBINATION SMOKE AND AFCI� C CARBON MONOXIDE DETECTOR FUTURE OPERATORY IF,e ® OCCUPANCY SENSOR.THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, MED �� ��� TENANT SPACE SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO GAS I' AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN A30@� 50 PERCENT POWER. MECH. MEN$ AC ®A-34 TELEVISION HOOK W/DUPLEX OUTLET COORDINATE MOUNTING HEIGHT WITH OWNER. F� ®A36,3g AC ABOVE COUNTER 2Q A-72 0 i' BC BELOW COUNTER 4 0 4 NOTE:ALL SYMBOLS SHOWN MAY NOT BE USED ON DRAWING. AO A-24 26 SNACK COUNTE 0 3431b CU GFCI GFCI - 14F10CU-GRD AC (P AC ELECTRICAL GENERAL NOTES = ❑ AJ-1�,4 Q WJ 1. THE LATEST EDITION OF THE NDI NATIONAL ELECTRICAL CODE SHALL GOVERN Q ALL MATERIAL,EQUIPMENT AND ITS INSTALLATION. � _ AA-2g�4) 2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL MATERIAL, Q C EQUIPMENTAND MATERIAL NOT SPECIFICALLY LISTED BY THE OWNER. (n J A52 A-14 WHEN COMPLETED,THE ELECTRICAL WORK SHALL BE THOROUGHLY TESTED., J J AC ql IDENTIFIED AND READY FOR OPERATION. J d A_1g GFCI 28 �_"� 3. THE ELECTRICAL DRAWINGS SHOW THE GENERALARRANGEMENT OF ALL BREAK STAFF R. SHALLARRANGE THE UDIAGRAMMATICALLY BASED ON EIN NATURE.THE CONOMY AND EASE OFRICAL INSTALLATION. n/'11 L ROOM I PAD ALL EXPOSED CONDUIT RUNS SHALL BE NEATLY STACKED,PROPERLY W O STATION A-2 SUPPORTED AND RUN ONLY IN TRUE VERTICAL OR HORIZONTAL DIRECTIONS. Z.60' O A-1 A-28 4. ALL BUILDING RACEWAYS AND CONDUCTORS SHALL BE RUN CONCEALED IN J WALLS OR UNDER SLAB.MINIMUM CONDUIT SIZE SHALL BE 314"CO UNLESS LL OTHERWISE NOTED OR SHOWN ON DRAWINGS.ALL OTHER CONDUITS SHALL BE A-14@ 4 WAITING ACCORRDANCE METALLIC CONDUIT RTICLE 3330. MC CABLE IS PERMITTED IF INSTALLED IN Q W A114A14 A28 5. IALL RON CLAMPS AT CONDUITS HALL FIVE RIGIDLY SUPPORTED WITH MALLEABLE KIDIRON CLAMPS AT NOT MORE THAN FIVE FEET ON CENTER. O CORNER - 1 6. ALL POWER CONDUCTORS SHALL BE TYPE(THWN OR XHHW NYLON JACKETED THERMOPLASTIC CABLE LABELED"MOISTURE AND HEAT RESISTANCE".ALL a A-289- 4 CONDUCTORS SHALL BE PROPERLY IDENTIFIED AND COLORED CODED. 41 MINIMUM WIRE SIZE SHALL BE AWG#12 FOR POWER AND AWG#16 FOR CONTROL. J ALL CONTROL WIRING SHALL BE STRANDED COPPER.SIZE CONDUCTORS AS Q REQUIRED BY LOADS AND TO LIMIT VOLTAGE DROP TO NOT MORE THAN 2%. USE OF STRANDED CONDUCTORS FOR SOME EQUIPMENT MAY BE REQUIRED. CONTRACTOR SHALL VERIFY REQUIREMENTS OF EQUIPMENT. 7. UPON COMPLETION OF THE WORK,CONTRACTOR SHALL VERIFY THAT: V- A.ALL MOTORS ARE TURNING IN THE PROPER DIRECTION. B.CONTINUITY OF CIRCUITS IS ESTABLISHED AND SHORT CIRCUITS Lu DO NOT EXIST J C.NO UNSPECIFIED GROUNDS EXIST. Lu D.THE RESISTANCE TO GROUND OF ALL NON-GROUNDED CIRCUITS IS WITHIN ADEQUATE LIMITS. E.ALL WIRING IS CONNECTED IN ACCORDANCE TO APPLICABLE WIRING DIAGRAMS AND COLOR CODED. - F.ALL EQUIPMENT IS OPERATING PROPERLY. G.ALL FUSES ARE PROPERLY SIZED. VERIFY SCALES H.THE RESISTANCE TO EARTH OF THE GROUND SYSTEM IS ADEQUATE. THIS BAR IS 1 INCH ON ORIGINAL DRAWING 8. PROVIDE A NYLON PULL LINE IN ALL TELEPHONE CONDUITS AND SPARE CONDUITS. 0—1" 9. PROVIDE LAMPS FOR ALL LIGHT FIXTURES SPECIFIED ON DRAWINGS. IF NOT 1 INCH ON ELECTRICAL POWER FLOOR PLAN KEYED NOTES 10. LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY. THIS SHEET,ADJUST ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF ROUGH-IN WITH SCALES SCALE:3116'=1'4r N OTHER TRADES. ACCORDINGLY O 1/2"CONDUIT TO CORRESPONDING MECHANICAL UNIT.BOX 11. PAINTALL EXTERIOR ELECTRICAL EQUIPMENTTO MATCH ADJACENT CONDUIT.AND CONDUCTORS TO BE PROVIDED BY ELECTRICAL WALL,IF ALLOWED BY LOCAL UTILITY COMPANY. CONTRACTOR.LEAVE 12"SLACK AT BOXAND MECHANICAL 12. ELECTRICIAN TO ACCOMMODATE ALL ELECTRICAL LIFEISAFETY REQUIREMENTS NOTE: UNIT.MECHANICAL CONTRACTOR TO MAKE FINAL FROM CONTRACTORAND ARCHITECT. REVISIONS ALL BRANCH AREA CIRCUITS SERVING PATIENT CARE SPACES SHALL CONNECTIONS.COORDINATE BOX SIZE AND QUANTITY OF BE PROVIDED WITH AN EFFECTIVE GROUND-FAULT CURRENT CONDUCTOR WITH MECHANICAL CONTRACTOR. NO. REMARKS PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING COORDINATE EXACT LOCATION WITH MECHANICAL A METALLIC ARMOR OR SHEATH ASSEMBLY.THE METAL RACEWAY CONTRACTOR. SYSTEM,METALLIC CABLE ARMOR,OR SHEATH ASSEMBLY SHALL ITSELF 2O CONTRACTOR TO COORDINATE RECEPTACLE LOCATIONS AND MOUNTING QUALIFY AS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE HEIGHT WITH MILLWORK PRIOR TO ROUGH-IN. WITH NEC ARTICLE 250.118. ® CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF EQUIPMENT PRIOR TO ROUGH-IN. ® PROVIDE TAMPER PROOF RECEPTACLE. LDRAVM ED JBIRTK ZW19 A R AB?B/JW/EN Benner 1: Begumpnon consulmnt1N .EET NU BER .Mans rnusL ue n J E 1 1301SRre WA/MmAnID8370$ite for all insp cti s Rm:208A88.7145 ...\E-1 ELECTRICAL POWER FLOOR PLA 2/11/2019 3:57:49 PM O O 2 2 2 WB2 "M E pW 3 Q DUAL LEVEL SWITCHING NOTE FUTURE SURGERY Cl FUTURE OPERATORY OPERATORY IECC LIGHTING COMPLIANCE NOTE: Wg1 OPERATORY FUTURE RATORY EMX q� OPE RY OFFICE OFFICE A48 _ Amy p�q EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO pqq O A-� O O A-µ O O A'-� O O A44 A O A'`-� O O A-� °RR1 O RR1 O RRi ALLOW THE OCCUPANT TO REDUCE THE CONNECTED LIGHTING LOAD IN A O RR1 O RRi R RR7 R RRi RRi RR1— RRi RRI RR1 REASONABLE UNIFORM ILLUMINATION PATTERN BY AT LEAST 50 PERCENT. '� 7p LIGHTING REDUCTION SHALL BE ACHIEVED BY ONE OF THE FOLLOWING OR OTHER APPROVED METHOD. WBWB1 1.CONTROLLING ALL LAMPS OR LUMINARIES O RRi O O 2.LUMINAIRE ORALTERNATELAMP ROWS OF LUMINARIES,ALTERNATE O 1 Opp-µ A44 A p44 A44 A44 A44 A� A44 3.SWITCHING THE MIDDLE LAMP LUMINARIES INDEPENDENTLY OF OUTER LAMPS RR1 O 1 O RR1 O 1 O RR1 O R 1 O RR1 O 1 O RR1 O R 1 O RR1 O RR O RR1 4.SWITCHING EACH LUMINAIRE OR EACH LAMP IXCEPTIONS- p ® 1.AREAS THAT HAVE ONLY ONE LUMINAIRE. 2.AREAS THATARE CONTROLLED BY AN OCCUPANT SENSING DEVICE. D D �EMI D D R 3.CORRIDORS,STOREROOMS,RESTROOMS OR PUBLIC LOBBIES. J 1O A44 RRI -1A-94 EX-1 O A-4 p l RR1 EF4 4.GUESTSPACES OOMS THAT J RR1 RR1 5.SPACES THAT USE LESS THAN 0.8 WATTS PER SQUARE FOOT. A-22 RRi RR1 IX-1 R.R. STAMP A46cl COMMUNICATION, SECURITY/FIRE A46 O Owi ALARM AND SECURITY SYSTEMS.BY p-44 IMZ�A O O A4q OAS O�1 1 OWNERIOTNER(NIC) RR1 °40� �' EFL GENERAL LIGHTING NOTES °A44 °A44 Q FF'pp0\ETER � D STERILIZATION� STORAGE RRi RR1 1.EMERGENCY LIGHTING TO BE WIRED TO UNSWITCNED LEG OF LIGHTING CIRCUITS RR1 CONSULT LAB 2.EXTERIOR LIGHTING TO BE CONTROLLED VIA PHOTOCELLAND/OR TIMECLOCK. > WBI FUTURE OPERATORY A42 A42 A42 A-48 3-2 5-19 O 1 O R III O 1 O O 1 O JAN1 p p M RR1 ° KEYED NOTES 9 4,E O RR1 O RR1 OMFANAG E 1 ER EF-3 1� D T KAR(G`1' WOMENS iO GAS STORAGE CLOSET WILL STORE NITROUS AND OXYGEN.BOTH GASSES ARE CONSIDERED -4 q.qp A42 EF$ NON-FLAMMABLE GASSES BY THE NFPA,THEREFORE THE SPACE WILL BE CONSIDERED UNCLASSIFIED. R O O RRi A41 RR1 A42 O A-18 R q1 RR O "�O D 1 1) 1 O kEMERGENCY LIGH RADOOR ER OR LANDING EM1ED ❑ 8 WB7,.� FUTURE OPERATORY TENANT SPACE A46"� MECH. -4 1 1 GAS R O O 0 4 O RR1° C 1 MENS OR A-42 RR1 °A °A42 °RRI ° TO UNSWITCHED LEG OF EMX1 O A4 NEAREST LIGHTING CIRCUIT O R EF-7 CL1 CL1 CL7 p-56 1 SNACK COUNTER A42 ❑ D WBI A46 MOTE EMX1 A-42ORR RRI O O O 1 A42 2 Rp 42 5 3 OR 1 1 1 L m WBI O O O O O Q A48o a EF_1 RTRF RR1 E 1 Z EF-2 g iA42O I o 0�1 ok"R'1 opR1 °A41 OwA41 m Q RR RR1 RR1 LL OA42 a STA I N WAITING Z LL A42 O A42RI L.� O RR1° °A O I RI ° 1 RR1 ° ° 1 Q BREAK WBI W1 ROOM O R A46 WB1a A46 KIDS ° WBI J 41 A46 Q WBI LIGHTING FIXTURE SCHEDULE_ ET A B D F G H I U 11 n R6 TYPE MANUFACTURER MODELNUMBER DESCRIPTION LAMPS QTY FIXTURE WAITS NOTES Lu hOJ EMERGENCY LIGHT WATTS ��� EM-1 LITHONIA ELM2 LED DUAL HEADED FURNISHED 5 3 15 A48 ❑ EXIT LIGHT WALL MTD EMX-1 LITHONIA LHQM LED G R WITH REMOTE HEAD FURNISHED 3 3 9 VERIFY SCALES ELA LED TWP M12 SINGLE/DOUBLE FACE I THIS BAR IS INCH A-46 A46 EX IT LIGHT WALL MTD ON ORIGINAL DRAWING EX-1 LITHONIA LHQM LED GR SINGLE/DOUBLE FACE FURNISHED 3 3 9 0—° IF NOT I INCH ON ELECTRICAL LIGHTING FLOOR PLAN RR1 LITHONIA PEALS D6MW ESL 1000L 35K.60SC LED_ LED 123 11 1353 THIS SHEET,ADJUST SCALES SCALE:311W=V-0' N L7XLED 724 C 5 WT 11 W ACCORDINGLY NOTE: RR2 ACUITY EVO 6DFR LED LED 1 12 12 ALL BRANCH AREA CIRCUITS SERVING PATIENT CARE SPACES SHALL SHOWER LIGHT REVISIONS BE PROVIDED WITH AN EFFECTIVE GROUND-FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY.THE METAL RACEWAY CL1 LITHONIA MDPB BZ CEILING MOUNTED LED 5 11 55 OWNER TO SELECT SHADE NO. REMARKS SYSTEM,METALLIC CABLE ARMOR,OR SHEATH ASSEMBLY SHALL ITSELF PENDANT MINI PENDANT CITY COMMENTS 315119 QUALIFYAS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE PHOTOMETRIC ADDITION WITH NECARTICLE 250.118. WB1 LITHONIA OLWU LED WALL MOUNTED LED LED 16 15 240 EXTERIOR LIGHTING 3P25/19 UP&DOWN LIGHT 3 4/1/19 TOTAL ACTUAL WATTS USED 1887 I CHECKED JBIRM DATE 3/25119 Kartchner 1 � BeQUIQ�o DRAWN ABIEN ksuclates LLB M P cans bk%S TE LANSS�EETN M/B�ER 1301 SFneft IMAWD83709 PIanS must a on Jo Mane:2MMM714 Site for II pectin L ...\E-2 ELECTRICAL LIGHTING FLOOR 4/2/2019 2:09:01 PM 1/4'X 2'EXPANSION BOLTS Z-G'ON CENTER P^ o 0 0 0 o SINGLE PHASE PANEL BOARD SCHEDULE 0 3AI FIR PLYWOOD q t� PANELBOARD ID:Panel A Voltage:120/240 MAIN:MLO FEATURES: G PAINT IN MATCH - Phase:l MOUNTING:Surface GROUNDWATER&LNG CONDUCTORS META TO CBOLTED-TYPENCONNECTION LOCATION Storage Room Wires:3 WATER 8 GAS PIPES,METAL CONNECTION DEVICE WALL FINISH O FINISHED CEILING STRUCTURE,AND SERVICE OR EXOTHERMIC WELD. ® ® O BuSAm s:400AMPS AIc: EQUIPMENT. CONNECTED AMPS 1 F CONNECTED AMPS BRANCH NONMETALLIC PROTECTIVE WIRESIZE CIRCUIT DESCRIPTION LTG REC MIS KIT MTR BRKR/POLE CCT PHASE CCT BRKR/POLE LTG REC MIS KIT MTR CIRCUIT DESCRIPTION WIRESIZE PANEL ®I SLEEVE BOARD EF GROUNDING 12 REC:CHAIR 30 20/1 1 A 2 20 1 7.5 REC:STERILIZATION 12 2i 12 REC OPERATORV 6 20/1 3 B 4 25/1 20 AUTOCLAVE 12 ELECTRODE cam, �F /WALL 2/0 COPPER GROUND p. 12 REC CHAIR 10 20/1 5 A 6 20/1 10 REC:OF 12 FLOOR LINE, 12 REC:OPERATORV 6 20/1 7 B 8 20/1 12 REC:OFFICE MANAGER 12 a 12 REC:CHAIR 10 20/1 9 A 10 20/1 9 REC:CONSULT 12 ,$3 4 12 REC OPERATORV 9 20/1 11 B 12 20/1 9 REC RECEPTION 12 , , , , . 12 REC CHAIR 10 20/1 13 A 14 20/1 10.5 REC BREAKROOM 12 3'D 12 REC:OPERATORY 6 20/1 15 B 16 20/1 8 REFRIG 12 CONCRETE PROVIDE 1#B CU GRD 4'-0' 12 REC:CHAIR 10 10 1 v A 18 z0 1 12.5 EF-6 a FOUNDATION TO BUILDING SERVICE Ly 12 REC:OPERATORV 6 20/1 19 B 20 20/1 12 MICROWAVE 12 ro N a M FINISHED T . . . . . . . . . . . GROUND FLOOR 12 REC:CHAIR 10 201 21 A 22 201 1 DRY 12 DIRECT , 12 REC:OPERATORV 6 20/1 23 a 24 30/2 20 DRYER 30 . . . . . . . . . . CONTACT 12 REC:CHAIR 10 20/1 25 A 26 20 30 1'$'UNLESS 2-INCH MIN. 12 REC:OPERATORV 6 20/1 27 B 28 20/1 13.5 REC KIDS CORNER/WAITING 12 NOTED OTHERWISE 2 MI'�O{NNE (1)7 CONDUIT (1)2'CONDUfi FOR TELEPHONE FOR T.V.CABLE 12 REC:CHAIR 10 20/1 29 A 30 20/1 10.5 REC COMMON AREA 12 EARTH =______� SERVICE SERVICE 12 REC:OPERATORY 6 20/1 31 B 32 20/1 4.5 REC:LAB 12 rrl-I�rI-II-I rll 12 REC:OFFICE 7.5 20/1 33 A 34 20/1 15 REC:VACUUM 12 12 REC:OFFICE 9 20/1 35 B 36 20/2 7 REC AIR COMPRESSOR 12 STAMP 8 X-RAY 25 40 2 37 A 38 7 12 8 25 39 B 40 20/1 3 T.T.BO 12 10 X-RAY 20 30 1 41 A 42 201 8 LTG:NORTH 12 STANDARD MOUNTING UFER SERVICE TEL/TV TERM. BOARD 12 F-1 13.7 20/1 43 B 44 20/1 8 LTG:EXTERI 12 HEIGHT DETAIL GROUNDING DETAIL n MOUNTING DETAIL 12 F-2 13.7 20 1 45 A 46 20 1 11.4 LTG:EXTERIOR 12 SCALE:NONE 8 CU-1 33 50/2 47 8 48 20/1 1z.6 LTG:BOLLARDS 12 � SCALE:NONE 9\ONAL f 8 33 49 A 50 20/1 8.6 LTG:BOLLARDS 12 eOFTTePEo,alreAs�OZy 8 CU-2 33 50/2 51 B 52 20/1 ]5 DISHWASHER 12 Q �` 8 1 33 53 A 54 201 5 RECWATER COOLER 12 F 12 CLOTHES WASHER 15 20/1 55 B 56 20/1 12.5 EF-7 12 12 SPARE 20/1 57 A 58 20/1 SPARE 12 r9—P5-19 12 SPARE 20/1 59 B 60 20/1 SPARE 12 9•rrE aF ,CEO?fie REMARKS: CH,� O CONNECTED KVA/PHASE �t KARt 41.8 PHASEA TOTALLOADS A "A DEMAND LOAD(KVA) 40.4 PHASEB 82.2 TOTALCONNECTEDKVA 8 7.0 LIGHTING CONNECTEDAMP/PHASE 80.1TOTAL DEMAND KVA 3 13.6 RECEPTACLE 348.2 PHASEA 334 TOTALDEMANDAMPS .154q3MOTOR MISCPHASEB 400 PANEL DESIGN AMPS KITCHEN ENERGY COMPLIANCE 0 5 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate ,,fly"f,McneckSof ware Version 4.1.1.0 r I Nf Exterior Lighting Compliance Certificate W Project Information I _ Ene,gy Catle: 2015 IECC prpt Infarrrralion J Pr Z Till.: Dr.Boehme EnnW Cme: 2a15IECC W ProaM Type: New Construction w*y D,9cehme J wok TYP'-: New Ca,slnrAm W, , 1 (^ C.nstru—n Sit.: Owner/Agem: Designe—ftaclor: EtleW"g'� 2(rffiitlenDy��useaea) Z Twin Falls,ID Dave Moorhouse Eric Nelson .^ MCC oorhouse Ha no rtch,IB..... n Ass-,tes CaWu9m 41e D.t O U) eridan, 1301 S.Fve Mile Rd. T...F...to n (208J 908-1332 Boise,ID 83709 wmdie�,maoHouee %M1d A9« Additional Efficient e (208)888-7145 20a150a 1332 M Q l PHOTOCELL MOUNT ON Y Packs e 9() Enelson8akbamep.tom uoaiwo-nas L NORTH SIDE OF BUILDING F,.e1mn®m.neP-tutu PE Retlucetl interior IigMi,g power.Requirements are impllcltly eMorcad within iMerlor IlgMing allowance calculaEons. ♦^ NEMA9' Allowed Interior Lighting Power Atww.d C.—ughbng Power e c o E J V' LIGHTING A B C D Areaswra,.caregory Q-r" Allowed Tradable Altm.eawam O J J SERVICE BOO AMP OONTACTOR Area Category Floor Area Allowed Allowed Wans M w�a� RX% 120240 V 1 PHASE TORK#720OR (tt2) watts 1 it2 IS X CI M Q 3 WIRE,2 GANG METER TIME CLOCK ai W LL PACK W/C.T CABINET LO1 TC 1-Healthcare-aim, saw cel 3604 >py g2o rF SIZE PER LOCAL UTILITY 2-adr. 1450 0.74 1.70 onaaxemv nan ennl tun- 2a Ym tll PROVIDE TENANT MAIN BREAKER C.O.REQUIREMENTS Total Auowedwane- 4675 Tom mm�waii PANEL Proposed Interior Lighting Power Tm uwe4 s,epwrema was Nl- wa ,A, ROUTE 2"CONDUIT TO ADJACENT TENANT A B C D E (g V/ ON Rxture ID:D—Iptlon l Lamp/Wattage Per Lamp/Ballast LampN ftef nxture (CXD) (mAFiPP,mama aaaaeeyaasm ass mw ceappea mammrpureslam mnlragaue as vaoae seaweonrs 400 CTRACR.COORDINATE LOCATION WITH GENERAL Pont— Fixtures War, Pro 1E—❑ghhag P. Q J AMPS 1-HeLU alth care-Clinic BIAN( RR2:OEhePAR,1W: 12 1362 FuraelD:OewipOmllaplwan+Oe Pv Laepl Ballast laripN ad FUWre ICI% Z F FixWes Watt PAD MOUNT GLI Omer: 1 5 11 BB - IZ TRANSFORMER BY LOCAL 2-Olfice ro 6amAo J UTILITY 00, Total Proposed watts= 1420 tm 7:war.amp I aInterior Lighting PASSES Design 709%better than code LE., n rAo Q min POas 7 73 5,a U Interior Lighting Compliance Statement 1 1 4s Compliance Statement:The proposed'mterior lighting design representetl in this document Is consistent with the building plans, T✓a TnOrper o aIwaa W22 L e proposed interior lighting systems have been des iFlcations,and other calculations submitted with this permit application.Th r 1-1�QD-GRD ran gn,d.t.., f the 2015 rr^ i s—nts in COMUeck Version 4.1.1.0 rid[o comply with ny a applicable m,nd,lr, U RICHARD T.KARTCINER P.E.0 n qut'h.kl r IG?AL`y// P-8-f9 J 2J'C'S _ _ 3-WO KCMIL-CU,143 CU-GRD,3-C Name-Tiue signature Date W CONDUITS PROVIDED BY ELECTRICAL CONTRACTOR EzaniOr ugLlr,g earaP�rl..stallem.,rt CONDUCTORS PROVIDED BY IDAHO POWER UFER SERVICE GROUND RE:E-3.13 do9ned o,meet Te 2015IFCC�:eme«e.CarhAed,V«.ien-1.0endmmnPIY wtl,any a Ok—mvdemry ui,e„e,a feted m me InePe«,on a«ant. RICHARD T.KARTCHNER P.E. JWA� 5-P5-t9 VERIFY SCALES SINGLE LINE DIAGRAM THIS BAR IS INCH Project Title: Dr.Boehme Report date:02/'u 5 Data filename:H:\Google Drive\2019\19-06 Dr.Boehme\Com Check.cck Page 1 01 5 ON ORIGINAL DRAWING SCALE:NONE IF NOT 1 INCH ON THIS SHEECADJUST NOTE:AIC RATING OF ELECTRICAL EQUIPMENT TO EXCEED FAULT CURRENT RATING SCALES AT TRANSFORMER.CONTRACTOR TO VERIFY FAULT CURRENT WITH LOCAL UTILITY COMPANY. ACCORDINGLY PROVIDE GREEN WIRE GROUND CONDUCTOR IN ALL PVC RACEWAYS.ALL CONDUCTORS SHALL BE COPPERAS NOTED IN SINGLE LINE DIAGRAM AND SHOWN ON DRAWINGS. REVISIONS NO. REMARKS 2 PHOTOMETRIC ADDITION 327119 CHECKED JBIRTK — n DATE 3125/19 Rartchner 1 Beaacaooun DRAWN 19-ABIEN JOB NO. 19-08 Associates LLC R MEP ronsultit I SHE TNUMBER JUo JI t C PL NS _� 1301SFWMkR81MLrIhnlD83 Plans must a Job Migne:311888&7145 Site for all ir Spec tions ...\E-3 ELECTRICAL PANEL SCHEDULES 4/2120191:57:00 PM Cal +0.0 +0.1 +0.1 +0.0 +0.0 10.0 10.0 +0.0 +0.0 +0.0 +0.0 +D.o +D.o +D.O +D.O +D.O +0.0 +0.0 +0.0 +0.0 +0.0 TWP LED LED Wall I�LJ7710NL4 L/GNl1AAG Luminaire FEATURES E SPECIFICATIONS O rrx+.a•..rnmE.re +0.7 +0.8 +0.9 -.. bb°dutebn raeerxcM.r»rrrxoaer<rws.w.lr.raa� Ofv1E --- --- The L_ w�mne7msretaeen5I'pre]hymn,N1pghcnd%ane9rm p�eilooeu Ievt,tFl,aaonereol,n.e 9hf P n 9mwlauN.tli/ovdepclrelaaem�a l nP ltlDusimaa6aMtnCaae.I re edrOa]du»tflIi Ireneala.Y reir hsenx�pan,o-fi 9vRalaaai paanau'dnd,naas,,e9aem��mN nuMioaP.e dlu MI dyb-MTWPLED.ff d- B1 ----_ B1 va .1 531'r +28.4 +4.2 +287 5 .7 8.2 10.3 Th-PIFOIumes &IT m�M wya 0 ado p. �m�+^w�xxFenoraax,xmMi��„ie eear e_r+pm-I+s.�s:x�n�irnp+maY.�eey.w°r�r.s+aga,�n`r.rr,slY�+axouerm�".n a,rerrtaw�an,.n wrr,samwmM�ln:erm.-».r.,ar.^p r,�a,:.nmr®�.wt .rmap.:,:.ex lr�~ruoa.»:wxr�anarbx�ux�.e..rwdr.r+xna rea ti=am'na.ay�rnar�eo.�uxs, x»»xkNc xaAIMNlwelsPxeE AiImSRw XLHxIf�.lMLmaltlaxBlxerYxx6°l,IuAR+xaaX xar+URN x[ S0`�"'P h 29 LED eme ft `ampdM.i0.1 +1A2 16.8 2.7 11.0 +2.6 +92 �9� +9.6 +2.0 +9A +2.8 +8. A 16.5 3.3 +1.3 io.i ERAM(E TV LIED MC7005W TW MVOLT ODa%D -o.z +z.z 1 .z z.o +1.0 +1.1 +12 +z.o +zA +s.e +i.e +zA +1.5 +12 +1.0 +1.0 +a.o Izaa +2.1 loi O ti I •rlu �armmwn wu xc n � a � xrrmwr II\.I\�I I Q ~ W �� I ■als �, r nv.~eg w cr � o � m,r� � I v7 Q Q) x.�a °'Ima` r�rna I I � O Qe I I • w, w w.rrm.' ur ww, xnu�u.: �~✓ram xms mrw O r+r+ mr u r �0.3 +1A %r8.5 +1.7 +1.1 +1.2 +1A +1.9 +9.7 +5.9 +62� +9.7 +4.5 +2.7 +1.7 +1.1 +1.9 +1.4 .5 +1.2 10.9 ±M mr r y�� STAMP I / 2.1 1.5 1.1 +1.8 +2.2 +9.3 +2.8 +9.5 +7.9 +192 +18.5 +11.3 +14.9 +6.9 +4.1 +9.0 + +9.6 2.6 2.8 +1.5 j 2.0 I + +/ � � � "ao�a a:,ro ��towaL eN 4 W LWEIJ WA 4.''WA K i e � ram a asE re o yI _0 WB1 r mwarr a�4 T28.1 +8.8 A +3.0 +8.2 9 +5.1 +4.9 +162 .8 1.6 .9 7CO3 .8 +6.9 + +10. / 91 --�29. +10.9 +9\ 28.0 t m.ius>,,.am..r�� ' ��` 3-25-19 \ l - m..mrYo,s er,.a.w�� /aSy rf some 4r? \� LANDSCAPE A+' cue 9l4 \ 3 WB1 t, I I ,(OAENA x,ar.e,•r-r,r-sm:.n..,ammn,.._ r,vmu ' vw,,,. O L KA1C( A48 Tyv✓^-j �2.5 +2.1 +2.1 +4.3 J +16.1 WB1 a NDSCA WB 4�B1 - +14. 4.6 3.7 +2.0 +1.9 I -2.4 w61 LOT 10 BLOCK 3 W CANYON VILLAGE SUBDIVISION NO.2 i 1.8 .5 +7.5 .7 .,+10, +1.3 +1.8 1 j2.4 1 , 1 T 0.9 B1+19 +5.8 +49 41.6 +1. +19. 6.1 2.3 +1.4 +8.8 j i2.1 BUILDING c«ua�1«s»I�t' ..................... 6,020 S.F / TWR LED WaD Pack 61 o FF 3655.00 W 1 1.2 +21 +6.0 1 +11 +4.2 -+19. +5.0 +2.1 +1.2 +1.8 412.2 d.mio:..r.ae,w+a++w,.r Q q.d Bf\�nxdat.,n �1.0 +161 +9.9 +16.e W131 WB1 18.4� +z.a +1.4 +1.0 +1.52.1 Z Lp v� 1 i W LL. JJI (�5 \1 1 0 ZLL *0.7 +121 +2.2 +4'7 +8.4 +� +4.6 +1.8 +1.0 +1.0 +11.s 1i 27.9 I Q I I Flo oxn xeno wawrt txsr ou 1 I >� � O Q v I j �mrwm.Qeno wu � � Q 0.4 0.8 1.5: 17 14.0 WB1 14.8 4,5 1.8 1.0 1.0 1s / 12.0 ®wa m WB2 WB2 .xx.xxaxe. .m n. I I uor n,.wwe�o su xalnn°exm 0 +4.�0. / +jI�1 0.2 .5 +07 +1.1� +29 +4.1 +11.8 +11.4 +2.5 +1.0 +9.9 +7.7 +4.5 +4.5 +7.7 +. +. +. +. »,rn..xwapv.u3u,eoornnnrwwn=a.xexmrn..�i�,pmo.m.c.rmrmml,vpur.nnxme.lo�mzlmxennw�raett,...mr,�uulxxx�mmm,.n.arx»ox,xmm[a axi� 0 mvn x�o0x® o \ / I \ I 1 +0.5 +6.6 .....-+13 .......+28 .... +25 .....-. +28 ...... +A +1.9 -1-1.5 11.7 .._. +15 .-. -+1.5 - +1.8- _+2yn ....._.+ts ....... +1.6 ..... M B128.1 j0.1 -------------------------------------------------------------------------------- i VERIFY SCALES + + + + + + + + + + + + + 0.5 0.4 0.9 0.4 0.7 0.3 0.0 02 02 03 05 OB OB 06 1A 07 OA 0.4 05 05 OA * + THIS BAR RWN ON ORIGINAL DRAWING O�n SITE ELECTRICAL PLAN IF NOT INCH ON V THIS SHEET,ADJ 42'X 8'ROUND BOLLARD, SCALES SCALE:1'=10'-0' PROVIDE FACTORY BAKED ENAMEL M ACCORDINGLY NGLY FINISH(COLORAS SPECIFIED BY ARCHITECT),PROVIDE ADDITIONAL PROTECTION PRIOR TO JOB SITE 0' 10' 20' 1. DELIVERY. REVISIONS SCALE IN FEET % NO. REMARKS 1 4OWW1NER REVIEW LUMINAIRE SCHEDULE FINISHED GRADE Label Qty Description Lum.Lumens Lum.Watts Total Watts III 41 WB1 16 LITHONIATWR2 LED P2 MVOLT DDBTXD 9739 132.8 73.9 N (4)ANCHOR BOLTS--- CHECKED JBIRTK WB2 4 MVOON DDIATBWXPD LEDALO 50K T3M 5173 105.5 49 3,ODD#CONCRETE _ DATE 9I25/19 B1 20 LITHONIAMRBX 100M SYM 120 LPI 7900 61.2 129 12"ROUND, DRAWN A&EN BOLLARD LIGHTING BASE Kaa(hoer �' BeaurdflA JOB NSHEEfO. N eER Calculation summery Associates LLC IEL�ell wwmEanuLabel CwaType UnNa Avg Max Min MOUNTING DETAILSCALE:NONE1301SA1eMkkiIMMdianID8:M Plansm st PARKING LOT_Pimm Illuminance Fc 3.0 74.0 0.1 Fhane;10888&71/5 Site fof III ...\Mech\E4 SITE PHOTOMETRIC.dgn 4/2/2019 2:01:09 PM N E PL PL PL PL PL PL PL PL /�� �SSI� RF j C _ — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - a 871 sTaiwi,a o p p p . 9TFOF19P�S 8"W 8"W 8"W 8"W 8"W 8"W 8"W � 8"W 8"W 8"W 8"W 8"W 8"W V' �'YAN V V V V V V EXIST L WA TER V V V V V V V V V V V V V V V V V V V I I L L A GE PARK A I/E. R IR lR lR lR IR lR lR lR lR 1R 1R 1R lR IR lR IR U EXIST. 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CURB CUT 6' WA d W CANYON VILLAGE SUBDIVISION NO.2 ADA SIGN W Q LIP rec LEGEND G SEE DETAIL 'l" w 20.0 54.94 55.34 STEEL PLA TE _ ��90 55 P rec PROPOSED ELE WALK SEE ss.1�s V. DETAIL H/C2.0 60 P o E] 55�� w EXIST. ELEVATION ADA SIGN BUILDING ASPHALT PAVING z SEE DETAIL 6,020 S.F. o SEE DETAIL A/2.0 C C31 FF=3655.00 63.25 EVERGREEN TREE w z �pPE REQUIRED PARKING SPACES = 1/500 S.F. 8 2 U o Q ��S �� 12 SPACES REQUIRED — 25 PROVIDED. ®� EVERGREEN BUSH 0 L w o LOT SIZE = 29,964 S.F. � �° '� DECIDUOUS BUSH (5 107 LANDSCAPE = 2996.4 S.F REQUIRED Q W W w Q 8,910 S.F. PROVIDED W DECIDUOUS TREE 0 0 z 0 4 y REQUIRED STORM RUNOFF- 2816 C.F. Q (� o { STORM RUNOFF PROVIDED: 3300 C.F. w v� BOLLARD STYLE 4s.58' W9.75' W 6.00L 20.00' 24.00' LIGHT POLE o w w w w w w w w TBC-CURB CUT 3.so' TRUNCATED w w �� s4.oo � DOME PAD z —54 00� � w 4_ �—v � � BOLLARDS SITE LIGHTING = COMBINATION OF o EXTERIOR BUILDING LIGHTS AND POS XB W. 2018.042 - ENCLOSED LIGHTING. MIN. 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