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HomeMy WebLinkAboutCO & DOCS - 02-00055 - Stonebrook Apartments - Nine Buildings (108 Units)Building Permit No. R- o2 -o9 -o6 Building Street Address: 600 Pioneer Road Building Owner: Westates Holdings Contractor: Westates Construction Description of building or portion of building for which this certificate is issued: Occupancy: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection C.O. Issued by: Stone Brook Apartments - io8 Units Full This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspecteb on the date listed was ouna to be in compliance with the requirements of he code for the group and Division of occupancN and the use for which the proposed occupancy was classi f iea. Date: January 9, 2003 C3:16 Building Officia There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building O cial has re *ewed and approved said future thanes. Water Department,/ 40 7 �1 I �� _e_ Fire Department State of Idaho Electrical Department - (208 - 366 -483o) ❑ BUIL PERMIT APPLICA r REXBURG, ID DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER STRUCTURE: O RESIDENCE FOOTINGS IPCONCRETE 0 MASONRY 0 OTHER p NEW A COMM. FOUNDATION O CONCRETE 0 MASONRY 0 OTHER BASEMENT O PARTIAL IP FULL 0 NO FLOORS 0' WOOD O CONCRETE 0 OTHER EXT. WALLS WOOD CI MASONRY O CONCRETE VI VENEER U METAL SSTUCCO INT. WALLS Cpl WOOD 0 MASONRY 0 CONCRETE DRYWALL 0 PLASTER 0 TILE CEILING R WOOD DRYWALL O PLASTER 0 TILE ACOUSTIC OPEN O BUILT UP. 0 WOOD SH. COMP. SH. TILE O ROLL ROOF. 0 METAL HEAT 0 OIL O COAL 0 FIREPLACE 0 ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code : Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: 1 p � DEPARTMENT OF BUILDING & ZONING VALUE c3�' FEE PAID O CHECK BUILDING INSPECTOR JOB ADDRESS ARCHITECT DESIGNER 0 REMODEL 0 ADDITION 0 REPAIR 0 RENEWAL O EDUCATIONAL 0 GOVT 0 RELIGIOUS 0 FENCE 0 PATIO 0 CARPORT APPLICANT ADDRESS SEP 10 2002 UR _ °� I , WHITE—Owner's Copy CANARY — Building Department's Copy PINK — Assessors Copy GOLDENROD- Inspector 0 FIRE DAMAGE O GARAGE 0 AWNING INSULATED WALLS CEILING FLOORS ERIMETER CITY OF RExB ` LL I" C Date of Application �._ 13 CU OWNER Name Li )6 Site Address Mailing Address 1O /). 600, 'k City /State /Zip 11 L tE, - Ffaszg OcrA e4 19 , I Telephone/Fax/Mobile (LIM) SZ 3 - i '700 r t ( 1835) q -- i D Q 6 F r ST' v t CONTRACTOR ) Name LA C--t) " t►vi .t kys �ZIA -t TX 01.A ( \ 0 id/ l e . vt Mailing Address ` 0 o fPd City /State /Zip 14 i T� Wiz-K. Usrpk ba q LB t Telephone/Fax/Mobile 0 ZS 1 "7()O PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: H 0 i ` Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied Architect/ Engineer Firm E .� rzt , 'j - �` , Plan Name '( E rzbaie Subdivision C) T c S S 4 11Tti:i0 TJ 1 Lot Block ' Circle One Residential commerc' Educational Govemment Remodel Other Circle One New House Addition/Remodel to House _ ( Commercia Commercial Remodel Circle One Basement one / ^ inis ed / Unfinished Other: None/ Patio/ Carport/ Awning N/A Lot Width ! )6 ! Square Feet 9 ex q Ny Garage Square Feet 0 Number of Stories Height of Building What will structure be used for: Home Home Business Apartment Commercial Other Will there be an ap + ,- nt? b7 If so, how many units 1 O ' 619s Total Estimated Cost a , 1 boa) Are you in a flood plain MO Lot Square Footage Signature of Applicant Code Building Type APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Permit No. R 0 2 - oq 06 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building Permit Fees /6 8! 3 , ?S Plan Check Fees / Plumbing Permit Fees 3 330, 49 Digging Permit Fees Water & Sewer Fees '7(p 75 Front Footage Fee TOTAL $ I3 D77, /2 Signature of Inspector Issued by Rough Plumbing ,. ^a Septic Tank Fixtures i ' Water Piping Complete Sewer Bath Tubs ,. ^a Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name Pluming Permit $ Address Tel. ? r , : Sewer Inspection $ Inspection of Pipe Lot Blk. ( Add. PLUMBER Name Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK Inspection of Fixtures $ TOTAL $ Received: Date By w Rough Plumbing Sewer Other Finish Plumbing INSPECTOR'S RECORD N INSP.. NAME • h_'cca ct? cz of C^,ncr : -0 V 1 `,0 #3& P idascnry : l� MA r3" CZ,'i Roofing: Ins::laticri: Lk I3 rywsll : — D t.5 (6 BLS R .� A L L Painting: Floor Cc ringa: Plumbing: Seating; Electrical: 7 100,- / Calling 3-gist: SUE willTR4CTOR ST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Roof r _t AaC7R -SCj , o C T Jun 10 2003 2:12PM WESTRTES #COMPANIES FROM :STRUCTURAL SOLUTIONS INC a STRUCTURAL ADDENDUM Addendum 0: 1 Date: 6/04/03 Project: FAX NO. ;4357B72769 Jun. 10 2003 12:50PM P1 76 CANTERBURY LANE LOGAN. UT 84321 435,787.2050 435.757,3154 435 563 1414 p.2 STRUCTURAL SOLUTIONS Please include the following items to the next project addendum: hem #1: High wall framing in lobby and sitting areas — On sheet S -2 the wall framing is shown as 2x6 studs at 12" on center. This shall be changed to 2x6 studs at 16" on center. CIVIL 6 STRUCTURAL ENGINTIERINO SERVICE: Jun 10 2003 2:12PM WESTATES #COMPANIES 435 563 1414 F470M :STRUCTURAL SOLUTIONS INC FAX NO. :4357872789 Jun. 10 2003 12:50PM P2 To specify your till. block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information wtll be printed on each page. O., {10!04 ' umur 10w.0009112. Vor 1.1.J. 2L-Jo. 090. Wn92 • 641113•DDENEAC1LO Description . 'General Information �M. wood sctlon Rectangular Column Column Depth Width Sewn Loads ArjayeimatromminownvoilmwreiffaumagoamolpszemamminsaawmatueragewormagummsottoPormormsmagra Dad Load Live Load Short Term Load 280.00Ibs 977.00 Ibs 0.00 Ibs Axial Load E ccentricity 1.9001n Eccentric Side Load ... Side Load Eccentricity ....Side Load Dist. above Base Equivalent Load Mid- Height Side Load Moment Max. Design Moment TALL WALL STUDS ruira Summary paricsmestairkausio s nnun e m erneamil .. Using : 2x6, Width= 1.50in, Depth= 5,50in, Total Column Ht= 15.0Oft DL * LL DL +LL + fc ; Compression 152.36 psi 194.79 psi Fe : Allowable 296.43 psi 298.55 psi fox t Flexural Pbx : Allowable Interaction Value i Stress Details Fc : X-X F e : Y - F c : Avowable F'C:AIIow' Load Dvr Factor F'bx F'bx • Load Duration Factor 2x6 Total Column e • t 18.00 Le XX for Axial 16.00 fi Load Duration Factor 1.15 Le YY for Axial 0.00 fl 5.50 in Fe 1.350.00 psi Lu XX for Bending 18A0 ft 1.50 in Fb 900.00 pal E - Elastic Modulus 1,600 Xs' Douglas Fir - Larch, No.Z 166.21 psi 634.18 psi 0.8548 0.9964 0.1491 298.43 Osi 1.485.00 psi 298.43 psi 298.56 psi 834.16 psi 861.18 psi 0.00 Ibs 000in 0.00 ft 0.00Ibs 0.00 in -rt 280.001r14 Title : Job R Osgnr: Date: 1:44PM, 10 JUN 03 Description : Scope Timber Column Design Calculations are deslpned to 1997 NDS and 1997 UBC RequIrem r ote 0,00 Ibs 0.00 in 0.00 It 0.00 Ibi 0.00 in -* 977.00in -fe 103.37 psi 861. psi Max k'Lu / d Actual k•Lu /d Min. Allow k'Lu I d Cf :Bend ins Rb ' (Led / b"2) ".5 Cf Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Pees 1 C'1st S 1 Q utione es12002 iobs120021. 350.00 Ibs 1.00 in 9.00 ft 2.43 Ibs 131.25 in- 131.26 in-* DL + ST_ 76.36 psi 296.56 psi 54.38 psi 881.18 psi Column OK 50.00 21.54 11.00 1.300 31.169 1.100 39.27 0.00 p.3 Jun 10 2003 2:12PM WESTATES #COMPANIES 435 563 1414 To: Val ah( i5t/SM From: (i.Qa, Re: •11 ESTA'TES c o m p a n i e s CC: Fax: R. - ?25 ?)Z? Date: oil D/ 0 Pages: 3 * * * * * * * * * * * * * * *. * ** * * * ** .. * * ** * * * ** . ** . * *. * * * * * * * * * * * * * * ** . * * * * ** * * * * * * * *- Notes: p.1 3800 North 60 West Suite C Hyde Park, UT 84318 TELEPHONE: 435.563.1700 FAX: 435.563.1414 ENGINEERING SPECIALTIES SCOTT K. MORRILL, P.E. 1576 SOUTH 3200 WEST LOGAN, UTAH 84321 PHONE: (435) 713 -0100 ON -SITE STORM WATER CALCULATIONS FOR: STONE BROOK 12 -PLEX COMPLEX (SILVERWOOD) REXBURG, IDAHO Drainage Area Surface Number (sq. ft.) (acres) Total Silverwood Apartments Rexburg, Idaho 1 Turf 0.15 38768.40 0.89 0.13 Impervious 0.9 20037.60 0.46 0.41 Infiltration Rate Surface of Infl. Area Infiltration Out Flow Rate 0.52 in /hr 4778 sq. ft. 0.057513 cfs Out flow release rate 0.057513 cfs /ac 0.0776425 cfs Detention Basin Design Storage Dimensions (Aggregate Volume) Area Area Weighted "C" 1.35 0.41 Time Inc. Time Inc. Intensity "Q" V in V out Storage (min) (sec) (in /hr) (dev) (cu ft) (cu ft) (cu ft) 5 300 3.40 1.86 748.32 23.29 10 600 2.40 1.31 1056.46 46.59 15 900 1.90 1.04 1254.54 69.88 20 1200 1.75 0.96 1540.67 93.17 25 1500 1.45 0.79 1595.69 116.46 30 1800 1.25 0.68 1650.71 139.76 35 2100 1.15 0.63 1771.76 163.05 40 2400 1.05 0.57 1848.80 186.34 45 2700 0.97 0.53 1921.43 209.63 50 3000 0.90 0.49 1980.86 232.93 55 3300 0.85 0.47 2057.89 256.22 60 3600 0.80 0.44 2112.91 279.51 120 7200 0.49 0.27 2588.32 559.03 180 10800 0.35 0.19 2773.20 838.54 240 14400 0.29 0.16 3063.72 1118.05 300 18000 0.25 0.14 3301.43 1397.57 725.03 1009.87 1184.66 1447.49 1479.23 1510.96 1608.72 1662.46 1711.79 1747.93 1801.67 1833.40 I 2029.29 I 1934.66 1945.67 1903.86 Surface Bottom L W L W Sq. Ft. Depth Volume (ft) (ft) (ft) (ft) (ft ^2) (ft) (ft ^ 3) 100 50 97 47 4779.50 0.50 2389.75 Volume Required Volume Available (ft ^3) (ft ^3) 2029.29 2389.75 O.K. Drainage Area Surface Number Total 2 Turf 0.15 60374.00 1.39 0.21 Impervious 0.9 69696.00 1.60 1.44 Infiltration Rate Surface of Pond Infiltration Out Flow Rate Out flow release rate 0.085851 cfs /ac 0.2563494 cfs Pond Dimensions Silverwood Apartments Rexburg, Idaho 0.52 in /hr 7132.2 sq. ft. 0.085851 cfs Detention Basin Design Area Area Weighted "C" (sq. ft.) (acres) 2.99 0.55 Time Inc. Time Inc. Intensity "Q" V in V out Storage (min) (sec) (in /hr) (dev) (cu ft) (cu ft) (cu ft) 5 300 3.40 5.60 2252.35 76.90 10 600 2.40 3.95 3179.79 153.81 15 900 1.90 3.13 3776.00 230.71 20 1200 1.75 2.88 4637.19 307.62 25 1500 1.45 2.39 4802.80 384.52 30 1800 1.25 2.06 4968.42 461.43 35 2100 1.15 1.90 5332.77 538.33 40 2400 1.05 1.73 5564.63 615.24 45 2700 0.97 1.60 5783.24 692.14 50 3000 0.90 1.48 5962.10 769.05 55 3300 0.85 1.40 6193.96 845.95 60 3600 0.80 1.32 6359.57 922.86 120 7200 0.49 0.81 7790.48 1845.72 180 10800 0.35 0.58 8346.94 2768.57 240 14400 0.29 0.48 9221.38 3691.43 300 18000 0.25 0.41 9936.83 4614.29 Surface Bottom W W Sq. Ft. Depth Volume (ft) (ft) (ft) (ft) (ft ^2) (ft) (ftA3) 180 40 177 37 6874.50 0.90 6187.05 Volume Required Volume Available (ftA3) (ftA3) 5944.76 6187.05 O.K. 2175.44 3025.98 3545.28 4329.57 4418.28 4506.99 4794.43 4949.39 5091.09 5193.05 5348.01 5436.72 I 5944.76 I 5578.37 5529.95 5322.54 Drainage Area Surface Number Total 3 Turf Impervious Infiltration Rate Surface of Pond Infiltration Out Flow Rate Out flow release rate Time Inc. (min) Silverwood Apartments Rexburg, Idaho 0.15 0.9 71211.89 77101.20 0.52 in /hr 13598 sq. ft. 0.16368 cfs 0.16368 cfs /ac Detention Basin Design Time Inc. Intensity "Q" V in (sec) (in /hr) (dev) (cu ft) 5 300 3.40 6.25 10 600 2.40 4.41 15 900 1.90 3.49 20 1200 1.75 3.22 25 1500 1.45 2.67 30 1800 1.25 2.30 35 2100 1.15 2.11 40 2400 1.05 1.93 45 2700 0.97 1.78 50 3000 0.90 1.65 55 3300 0.85 1.56 60 3600 0.80 1.47 120 7200 0.49 0.90 180 10800 0.35 0.64 240 14400 0.29 0.53 300 18000 0.25 0.46 Pond Dimensions Surface L (ft) 200 W (ft) 70 Volume Required (ft ^3) 5087.79 Bottom L (ft) 197 Area Area Weighted "C" (sq. ft.) (acres) W (ft) 67 Volume Available (ft ^3) 6799.75 1.63 0.25 1.77 1.59 3.40 0.54 2512.48 3547.03 4212.10 5172.75 5357.49 5542.23 5948.66 6207.30 6451.16 6650.68 6909.32 7094.06 8690.22 9310.95 10286.39 11084.47 Sq. Ft. (ft ^ 2) 13599.50 O.K. 0.5572964 cfs V out (cu ft) 167.19 334.38 501.57 668.76 835.94 1003.13 1170.32 1337.51 1504.70 1671.89 1839.08 2006.27 4012.53 6018.80 8025.07 10031.34 Depth (ft) 0.50 Storage (cu ft) 2345.29 3212.65 3710.53 4504.00 4521.55 4539.10 4778.34 4869.79 4946.46 4978.79 5070.24 5087.79 I 4677.69 3292.15 2261.32 1053.13 Volume (ft ^3) 6799.75 Drainage Area Surface Number Total 4 Turf Impervious Infiltration Rate Surface of Infl. Area Infiltration Out Flow Rate Pond Dimensions Volume Required (ft ^3) 1460.17 Silverwood Apartments Rexburg, Idaho 0.15 0.9 42558.12 14862.67 0.52 in /hr 5990.5 sq. ft. 0.072108 cfs Out flow release rate 0.072108 cfs /ac 0.0950526 cfs Detention Basin Design Area Area Weighted "C" (sq. ft.) (acres) Time Inc. Time Inc. Intensity "Q" V in V out Storage (min) (sec) (in /hr) (dev) (cu ft) (cu ft) (cu ft) 5 300 3.40 1.54 620.02 28.52 10 600 2.40 1.09 875.32 57.03 15 900 1.90 0.86 1039.45 85.55 20 1200 1.75 0.79 1276.51 114.06 25 1500 1.45 0.66 1322.10 142.58 30 1800 1.25 0.57 1367.69 171.09 35 2100 1.15 0.52 1467.99 199.61 40 2400 1.05 0.48 1531.82 228.13 45 2700 0.97 0.44 1592.00 256.64 50 3000 0.90 0.41 1641.23 285.16 55 3300 0.85 0.39 1705.06 313.67 60 3600 0.80 0.36 1750.65 342.19 120 7200 0.49 0.22 2144.54 684.38 180 10800 0.35 0.16 2297.73 1026.57 240 14400 0.29 0.13 2538.44 1368.76 300 18000 0.25 0.11 2735.39 1710.95 Surface Bottom W W Sq. Ft. Depth Volume (ft) (ft) (ft) (ft) (ft ^2) (ft) (ftA3) 125 50 122 47 5992.00 0.50 2996.00 Volume Available (ft ^3) 2996.00 0.98 0.34 O.K. 0.15 0.31 1.32 0.34 591.51 818.29 953.90 1162.45 1179.53 1196.60 1268.38 1303.69 1335.35 1356.08 1391.39 1408.46 1460.17 1271.16 1169.68 1024.44 Return Periods Durations 10 year 5 min 3.40 10 min 2.40 15 min 1.90 20 min 1.75 25 min 1.50 30 min 1.25 40 min 1.05 50 min 0.90 60 min 0.80 120 min 0.49 180 min 0.35 240 min 0.29 300 min 0.25 Rainfall Intensities are in (in /hr) Rainfall Table Title: SilverwoodArea2 Project Engineer: Scott K. Morrill c: \haestad\ academic \stmc\silverwoodarea2.stm Academic Edition StormCAD v4.1.1 [4.2014] 08/07/02 10:44:39 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 r 3.5, 3.0 2.5 2.0 1.0 - 0.5 0.0 0.0 50.0 100.0 Intensity Duration Frequency Curve 150.0 200.0 Duration (min) 250.0 300.0 J. 10 years Title: SilverwoodArea2 Project Engineer: Scott K. Morrill c: \haestad\ academic \stmc\silverwoodarea2.stm Academic Edition StormCAD v4.1.1 [4.2014] 08/07/02 10:43:51 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Page 1 of 1 1-4 P -4 1 -3 N 0 Scenario: Base P -3 1 -2 P -1 1 -1 0 -1 Title: SilverwoodArea2 Project Engineer Scott K. Morrill c: \haestad\ academic \stmc\silverwoodarea2.stm Academic Edition StormCAD v4 1.1 [4.2014] 08/07/02 10:42:09 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 0 +00 abet 0-1 IRin: 57.00 ft Sump: 54.03 R Snu 59.00 ft Sump :' 5420 if ... Profile Scenario: Base _abet. F3 - ...::.. Rtn: 57.15 ft Label P 5 Del' P•3 Up. Invert 5 20 It Up Invert54 59 ft Dn. .M rt. 54.20 RhreOt: 4.03 0 1 +00 L "1`8.0 fl I Station (11) +50 L 65.00 11 Size 12 inch Size: 12 inch S: 0.003062 0 /ft S: 0.002615 0 /fl Up. Invert: 55.25 f( Dn. Invert: 54.69 ft {{,, 150.00 It 3 + pte 12 inch 3 +50 S 0.003733 ft /It =abel. Rio: 57.75 1t 59.00 p. Invert.. 55.43 80 Dn. Invert: 55.25 ft L. 60.00 h 54.00 4 +o &ize: 12 inch 4 +50 S 0.003000 f1/1/ 58.00 abet. F 1 Ele va lion till M : 53' um P565600 ft Title: SilverwoodArea2 Project Engineer: Scott K. Morrill c: \haestad\ academic \stmc\silverwoodarea2.stm Academic Edition StormCAD v4.1.1 [4.2014] 08/07/02 10:48:21 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 1 Title: SilverwoodArea2 c: \haestad\ academic \stmc\silverwoodarea2. stm 08/07/02 11 AM Inlet elements for network with outlet: 0-1 I -1 Generic Default 100 0.51 0.51 0.00 N/A 100.0 55.79 55.74 0.05 Standard 1 -2 Generic Default 100 0.99 0.51 0.00 N/A 100.0 55.74 55.66 0.08 Standard 1 -3 Generic Default 100 1.49 0.00 0.00 N/A 100.0 55.33 55.24 0.09 Standard 1 -4 Generic Default 100 0.62 0.62 0.00 N/A 100.0 55.39 55.33 0.06 Standard 1 -5 Generic Default 100 2.24 0.98 0.00 N/A 100.0 55.03 54.92 0.11 Standard Label Inlet Total Total Total Bypass Capture Hydraulic Hydraulic Gravity Headloss System Intercepted Bypassed Target Efficiency Grade Grade Element Method Flow Flow Flow ( %) Line In Line Out Headloss (cfs) (cfs) (cfs) (ft) (ft) (ft) Outlet: 0-1 Analysis Results Scenario: Base Label Hydraulic Hydraulic Gravity System System System System System System Grade Grade Element Additional Known Rational Intensity Flow Time CA Line In Line Out Headloss Flow Flow Flow (in /hr) (min) (acres) (ft) (ft) (ft) (cfs) (cfs) (cfs) 0-1 54.72 54.72 0.00 0.00 0.00 2.19 2.85 7.76 0.76 Pipe elements for network with outlet: 0 Label Section Section Length Number Constructed Energy Total Average Upstream Downstream Hydraulic Hydraulic Shape Size (ft) of Slope Slope System Velocity Invert Invert Grade Grade Sections (ft/ft) (ft/ft) Flow (ft/s) Elevation Elevation Line In Line Out (cfs) (ft) (ft) (ft) (ft) P -1 Circular 12 inch 60.00 1 0.003000 0.001089 0.51 1.88 55.43 55.25 55.74 55.74 P -2 Circular 12 inch 150.00 1 0.003733 0.002958 0.99 2.58 55.25 54.69 55.66 55.33 P -3 Circular 12 inch 160.00 1 0.003062 0.001985 1.49 2.77 54.69 54.20 55.24 55.03 P -4 Circular 12 inch 100.00 1 0.003100 0.000976 0.62 1.93 55.00 54.69 55.33 55.33 P -5 Circular 12 inch 65.00 1 0.003077 0.003077 2.24 3.68 54.20 54.00 54.92 54.72 Academic Edition © Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203- 755 -1666 Project Engineer: Scott K. Morrill StormCAD v4.1.1 [4.2014] Page 2 of 2 Title: Project Engineer: Project Date: Comments: Scenario Summary Label Physical Properties Alternative Catchments Alternative System Flows Alternative Structure Headlosses Alternative Boundary Conditions Alternative Design Constraints Alternative Cost Alternative User Data Alternative Network Inventory Number of Pipes - Circular Pipes: - Box Pipes: - Arch Pipes: - Vertical Elliptical Pipes: - Horizontal Elliptical Pipes: Number of Junctions Number of Outlets Circular Pipes Inventory 12 inch Total Length Generic Inlet Inventory Default 100% SilverwoodArea2 Scott K. Morrill 07/20/02 Title: SilverwoodArea2 c:\ haestad \academic\stmc\silverwooda rea2.stm 08/07/02 11:00:09 AM Base Base - Physical Properties Base - Catchments Base - System Flows Base - Structure Headlosses Base - Boundary Conditions Base - Design Constraints Base -Cost Base -User Data 5 5 0 0 0 0 0 1 5 535.00 ft 535.00 ft Number of Inlets - Grate Inlets: - Curb Inlets: - Combination Inlets: - Slot Inlets: - Grate Inlets in Ditch: - Generic Inlets: Analysis Results Scenario: Base 5 0 0 0 0 0 5 Academic Edition © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Project Engineer: Scott K Morrill StormCAD v4 1 1 [4.2014] Page 1 of 2 3 ENGINEERING SPECIAL TIES SCOTT K. MORRILL, P.E. 1576 SOUTH 3200 WEST LOGAN, UTAH 84321 PHONE: (435) 713 -0100 AUGUST 7, 2002 ENGINEERING CALCULATIONS FOR: WESTATES CONSTRUCTION STONE BROOK 12 -PLEX REXBURG, IDAHO CIVIL ♦ STRUCTURAL ♦ GEOTECH Design Criteria Westates Construction Stone Brook 12 -Plex Rexburg, Idaho Governing Code Seismic Zone 3 I R Z Ca Wind Basic Speed (mph) Exposure I Loads Roof Slope 5/12 (deg) 23 Live Load (psf) 40 Live Load Reduced (psf) 39 Dead (psf) 15 Dead Horizontal (psf) 16 Total Roof (psf) 55 Floor Live (psf) Dead (psf) Total Floor (psf) 1997 0.3 1 5.5 0.3 0.36 80 C 1 40 10 50 Deck Live (psf) 40 Dead (psf) 10 Total Deck (psf) 50 Walls Left Right Front Back Stucco /Siding 100% 100% 100% 100% Stucco /Siding Load (psf) 20 20 20 20 Percent Brick 0% 0% 0% 0% Brick Wall Load (psf) 55 55 55 55 Total Wall Load 20 20 20 20 Material Properties Footings and Foundation Soil Bearing Pressure (psf) 1500 Concrete fc' (psi) 2500 Concrete Reinforcing (psi) 60000 Beams DF GL ML VL Fb (psi) 900 2400 2600 2900 Fv (psi) 95 165 285 290 Fc (psi) II 1350 1700 2460 2900 Fc (psi) Perpendicular 625 625 900 900 E (psi) 1.6E +06 1.8E +06 1.8E +06 2.0E +06 Douglas Fir #2 Size Factors Depth (in) Fb Ft Fc 4 1.5 1.5 1.15 6 1.3 1.3 1.1 8 1.2 1.2 1.1 10 1.1 1.1 1.0 12 1.0 1.0 1.0 Footing /Foundation Calculations Exterior Interior Concrete Specs Concrete fc' (psi) 2500 Concrete Density (pcf) 150 Rebar (psi) 60000 Foundation Specs Overall Height (ft), (in) 4.00 48 0.00 Wall Thickness 0.67 8 0.00 Area (alf) 2.67 0.00 Weight (plf) 400 0 Footing Specs Width (ft), (in) 2.00 24 1.50 Height (ft), (in) 0.83 10 0.75 Area (alf) 1.67 1.13 Weight (plf) 250 169 Roof Load Dead (psf) 16 16 Live (psf) 39 39 Span (ft) 50 0 1/2 Total Roof Load (plf) 1374 0 Floor Load Dead (psf) 40 40 Live (psf) 10 10 Span (ft) 16 0 1/2 Total Floor Load (pif) 400 0 Wall Load Wall Load (psf) 20 10 Height (ft) 23 8 Total Wall Load (plf) 460 80 Calculations Total Building Loads (plf) 2234 80 Surcharge Load (pif) 650 169 Total Weight on Soil (plf) 2884 249 Soil Bearing w /Increase (ksf) 2500 1950 Footing Width (in) 14 2 Soil Pressure (psf) 1442 166 House Geometry Walls - 2nd Story Width (ft) Height (ft) Shear Ln (ft) Front 28 9 18 Back 28 9 18 Left 50 9 24 Right 50 9 24 Walls - 1st Story Width (ft) Height (ft) Shear Ln (ft) Front 28 14 30 Back 28 14 30 Left 50 14 24 Right 50 14 24 Roof Width (ft) Height (ft) Front 28 15 Back 0 0 Left 0 0 Right 0 0 Seismic Floor Width (ft) Depth (ft) Front to Back 28 50 ** All dimensions are approximations House Seismic Analysis Seismic Criteria Governing Equation V =( 2.5 *Ca /R) *W Z (Zone 3) 0.3 1 Ca 0.36 R 5.5 Shear Coefficient (2.5 *Ca /R) 0.164 Diaphram Forces Depth or Front & Back Width (ft) Height (ft) Load (psf) Seismic (Ib) Roof 28 50 26 5939 Front Wall - Second Story 28 4.5 20 412 Back Wall - Second Story 28 4.5 20 412 Total Roof 6763 Floor 28 50 10 2291 Front Wall - First Story 28 11.5 20 1054 Back Wall - First Story 28 11.5 20 1054 Total Floor 4399 Depth or Left & Right Depth (ft) Height (ft) Load (psf) Seismic (Ib) Roof 28 50 26 5939 Left Wall - Second Story 50 4.5 20 736 Right Wall - Second Story 50 4.5 20 736 Total Roof 7411 Floor 28 50 10 2291 Left Wall - First Story 50 11.5 20 1882 Right Wall - First Story 50 11.5 20 1882 Total Floor 6055 Seismic Force Distribution Wx Hx WxHx Fx Vx Front & Back Roof Diaphram 7411 23 170461 8994 8994 Floor Diaphram 6055 14 84764 4472 13466 Totals 13466 255224 13466 Left & Right Roof Diaphram 6763 23 155557 7996 7996 Floor Diaphram 4399 14 61580 3165 11162 Totals 11162 217136 11162 Front Back Left Right Seismic Shear Forces (plf) (plf) (pif) (plf) Second Story 273 273 197 197 First Story 260 260 311 311 House Wind Analysis Method 1 (Normal Force Method) Governing Equation P= CeCggs1 Exposure Factors, Ce B C Roof 1.13 0 to 15 feet 0.62 1.06 Roof Wall 1.13 15 to 20 feet 0.67 1.13 Wall 1.06 Importance Factor, 1 1 Stagnation Factor, qs Wind Speeds 70 80 90 100 110 q, Wind stagnation factor 12.6 16.4 20.8 25.6 31 Value 16.4 Wind Force (psf) Pressure Coefficient, Cq Roof 2 Story Wall Wall Windward & Leeward Walls 1.3 6 24 23 Roof 0.3 6 Diaphram Forces Front & Back Width (ft) Height(ft) Area (ft ^2) Wind (Ib) Force (Ib) Roof Roof 28 15 420 6 2335 House Wall 28 4.5 126 24 3036 Total Roof 5371 Floor 28 11.5 322 23 7277 Left & Right Width(ft) Height(ft) Area (ft ^2) Wind (lb) Shear (Ib) Roof Roof WaII 50 15 375 6 2085 House Wall 50 4.5 225 24 5421 Total Roof 7505 Floor 50 11.5 575 23 12995 Front Back Left Right Wind Shear Forces (pif) (plf) (plf) (plf) Second Story 208 208 112 112 First Story 342 342 263 263 Second Floor Lateral Analysis Shear Forces Seismic Wind Overturning Moment Front Back Left Right Resisting Moment Roof Floor Wall Total Resisting Tie Requirements Shear Wall Length (ft) 2 4 5 10 Front (plf) 273 208 Back (plf) 273 208 Force (pif) Arm (ft) Moment (lb) 273 9 2455 273 9 2455 197 9 1775 197 9 1775 Front & Back Dead Depth Load (psf) 26 10 55 Front 1726 997 632 -1190 (ft) 40 16 9 Strength Needed Back Left 1726 997 632 -1190 Left Right (pif) 197 112 Moment (Ib /pnl) 518 80 495 1093 1342 908 691 -393 (pif) 197 112 Shear Wall Nailing Requirements 8d w/4 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field Left & Right Dead Depth Moment Load (psf) (ft) 26 12 10 0 55 9 Right 1342 908 691 -393 (Ib /pnl) 156 0 495 651 Floor to Floor Tie Strengths (Ibs) MST37 1905 MST48 3135 MST60 4785 MST72 5800 First Floor Lateral Analysis Front Back Left Right Shear Forces (plf) (pif) (pif) (plf) Seismic 260 260 311 311 Wind 342 342 263 263 Shear Wall Overturning Moment Force (pif) Arm (ft) Moment (lb) Nailing Requirements Front 342 14 7238 8d w/4 in Edge, 12 in Field Back 342 14 7238 8d w/4 in Edge, 12 in Field Left 311 14 6129 8d w/4 in Edge, 12 in Field Right 311 14 6129 8d w/4 in Edge, 12 in Field Front & Back Left & Right Dead Depth Moment Dead Depth Moment Resisting Moment Load (psf) (ft) (Ib /pnl) Load (psf) (ft) (Ib /pnl) Roof 26 40 518 26 12 156 Floor 10 32 160 10 0 0 Wall 55 23 1265 55 23 1265 Total Resisting 1943 1421 Holdown Requirements Shear Wall Length Strength Needed 1 Tie /Holdown Strengh (ft) Front Back Left Right (Ibs) 2 5942 5942 5182 5182 PAHD42 1400 3 5294 5294 4708 4708 H PAH D22 4170 4 4647 4647 4235 4235 STHD14RJ 4430 5 3999 3999 3761 3761 HD6A 5100 6 3351 3351 3288 3288 HD8A 7460 7 2703 2703 2814 2814 HD10A 10425 8 2055 2055 2341 2341 12 -536 -536 447 447 16 -3127 -3127 -1447 -1447 14 gpoctk--, U - Upstream Repeat D - Downstream Repeat E - Enforcement (Chain al Custody Requiasdj X - Other Repeat STRUCTIONS REVERSE SIDE IAS - ENVIROCHEM 3314 Pole Line Road • Pocatello, Idaho 83201 Phone: (208) 237-3300 Fax: (208) 237-3336 COLIFORM BACTERIA ANALYSIS REPORT CONTAMINANT ID# 3100 0 Public Drinking Water System 0 Private Drinking Water Shaded areas must be fully filled out or samples will not be run. Private samples need not have pwsti or Chlorine residuaL Clear areas are for lab use on4r. Your sample wilf be analyzed for TOTAL COLIFORMS unless you specify snother analysis under Remarks. Far PWS only, If this fs a repeat sampre, mark the date of the ORIGINAL POSITIVE SAMPLE. • RESULT: LL Or) 0 0 0 0 0 0- E Enforcement (Chain of Custody Required X - Other Repeat - - .JANSTRUCTIONS REVERSE SIDE - no • : 6_50 a 1 456t) TATZ4.1111E ANALYZED 09004- /7Dti DATE REVIEWED 9 6 4 /O • THO 2-1305 SUPERVISOR IAS - ENVIROCHEM • ."'3314 Pole Line Road • Pobatello, Idaho 83201 . Phone: (208) 237-3300 ..Fax: (pm 237-3336 •CO,LiFORM BACTERIA REPORT CONTAMINANT, ID# 3100 LI Public Drinking Water System 1:1 Private Drinking Water Shaded areas must be fully tilled oul ar samples will not be run. Private samples rreed not have pwsk' or Chlorine residuaL Clear areas are for lab use only. d ' Yoursample will be analyzed for TOTAL COL1FORMS unless you specity another analysis under Remarks. --; . - • - • - For PWS only, If this Is a repeat sample, mark the data of !he ORIGINAL POSITIVE SAMPLE. = • ' - • Fr:. - - ANALYST RESULTS FIEMA R KS 12 ... 0 4ct@ Abito LAB ID #.1D00952 1 7,47:476 . 1 • :PAYMENT: 0 No Charge CI Bill r 1 L 5 cAR GRG. B C) F i vv F4 C L LOCK STONE SROO -...... -,„ .."---..„ .,.. -., N BLOCK 4 LOT 7 1.10 cc. SITE PLAN - HORIZONTAL CONTROL K APARTMENTS 1 STONE BROOK APARTMENTS-PHASEI LOT 2 BLOCK 1 OF WESTATES SUBDIVISION NO. 1 PART OF THE SE1/4 OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 E B.M. MADISON COUNTY, IDAHO SITE INFORMATION C> SCAL BLOCK 1 LOT 1 2.95 ac. NGINEERINGSPECIALTIEJ Civi 1576 South 3200 Wt Structurct Lgri, Utah 84321 Geotec (435) 713-0100 Xref C: \ Drawings \ 81 4Stornps IDstomp.,dwg ) 0 1 a 7 0 1 C 1