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Home My WebLink AboutBP, CO & DOCS - 03-00065 - Hyde Park II - Eleven 4-Plexes Bldg 16-18, 30-37CITY OF REXBURG EI1J 1 ERI\IIT NOTICE! ISSUED TO • • NAME: -H yd(, RA r 1E PERMIT # P" ( "O(f)-0 FOR THE CONSTRUCTION OF: 2_ - 1- pke,x ° JOB ADDRESS: 101 S \N GENERAL CONTRACTOR: E. A . , d u &1[ • is IL As This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved Issued By Building Inspector THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY . 1) A complete set of approved drawings along with permit must be kept on the premises during construction. 2) The permit will become null and void in the event of any deviation from the accepted drawings. 3) No foundation, structural, electrical, nor plumbing work shall be concealed without approval. No work shall be done on any part of the building beyond the point indicated in each successive Inspection without approval.. No structural framework of any part of the building or any underground work shall be covered or concealed without approval. INSPECTION RECORD BUILDING 1st Layout 2nd Footing 3rd Foundation 4th Truss 5th Framing hN t cwt. 6th Drywall 7th Sidewalk 8th Final 9th Occupancy ELECTRICAL 1 st Groundwork 2nd Rough -in 3rd Final PLUMBING 1st Trench 2nd Service Connection 3rd Rough -in 4th Heat Cable 5th Final DATE APPROVED For Inspections Call 359-3020 24 Hour Notice A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTIONS. CITY OF REXBURG Occupancy: ❑ Full AMERICAS FAMILY COMMUNITY 19 E. Main (PO Box 280) Rexburg, Idaho 83440 www.rexburg.orq OMMUNITY DEV DEPARTMENT CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Building Permit No: R- o3 -10 -ol Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 Site address: HydePark Use and occupancy: Residential Apartments Buildings 16,17,18 Type of construction: Wood Frame Design occupant load: Residential Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Futures of Idaho 56o W 1St N Rigby, Id. 83442 Special conditions: ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date: 7A Phone: 208 - 359 -3020 x326 Fax: 208- 359 -3024 cathyw@ci.rexburg.id.us ilding Official 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 Office eviewed and approved said future changes. op- -1111P Water Departure ja L . '... / Fire Department ri, _ ,�. Allillif IW Orr State of Idaho Electrical Department - (208 - 356-4830) ❑ Merlin Webster L. Cll CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Building Permit No: R- o3 -10 -o1 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 Site address: HydePark Use and occupancy: Residential Apartments Buildings 30,31,32,33 Type of construction: Wood Frame Design occupant load: Residential Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Futures of Idaho 56o W ist N Rigby, Id. 8 3442 Special conditions: Occupancy: ❑ Full This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Building Official 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 Offici as reviewed and approved said future changes. Water Department STATE OF IDAHO ❑ Partial ❑ Temporary Date: 74?/ Fire Department State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webste P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 PHONE (208) 359 -3020 FAx (208) 359 -3022 E -MAIL cityhall@ci.rexburg.id.us CITY OF REXBURG AMERICA'S FAMILY COMMUNITY Building Permit No: R- o3-lo -oi Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 Site address: HydePark Use and occupancy: Residential Apartments Buildings :I4,f1S,:16,37 Type of construction: Wood Frame Design occupant load: Residential Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Futures of Idaho 56o W 1St N Rigby, Id. 83442 CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Special conditions: Occupancy: ❑ Full This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. MMUNITY DEYELOIV)E DEPAETMENT 19 E. Main (PO Box 280) Rexburg, Idaho 83440 www.rexbura.orq ❑ Partial ❑ Temporary Date: 2 3 ei / Phone: 208 - 359 -3020 x326 Fax: 208- 359 -3024 cathyw@ci.rexburg.id.us Building Official 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 Official has reviewed and approved said future changes. Water Department Fire Department e / ��. __ AO State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webster Date of Application /D OWNER Name f, tu/1-cs Site Address 70 $ 5Th Mailing Address City /State /Zip Telephone/Fax/Mobile CONTRACTOR Name Mailing Address City /State /Zip j�S b' 3 ti Telephone/Fax/Mobile L 3- logy, PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: ,'Y`voad_ Is existing use compatible with zoning, (screening parking, etc) ) . s When was this building last occupied 3 Architect/ Engineer Firm Subdivision Circle One Circle One Circle One Signature of Inspector Issued by t- ekt / ` s t• CO .•art, /�. c��.tC Apt.< "4 le Residential Commercial ( New)louse Basement: Finished / Unfmished Signature of Applicant",' Building Type CITY OF F EXBURG OCT 0 1 2003 PAID CASH $ CHECK$ APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO T -) - l�- ��- 1� y %`j'!�'_L 2 l6 .✓ 1 � 3S'3.(..5 - 3 3 Plan Name '41 /( Lot Educational Government Remodel Other Addition/Remodel to House New Commercial Other: No_nd Patio/ Lot Square Footage Lot Width Square Feet _ 1?K t. Garage Square Feet M,g. Number of Stories 2 Height of Building 1 What will structure be used for: Home Home Business 4artment ommercial Other Permit No. R - 0 3— /D " o Block Commercial Remodel Awning N/A Will there be an apartment? If so, how many units 1//9„, G 1 n� 74?a Total Estimated Cost 7 .>i.p(p 0 3 7 Are you in a flood plain ********************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Building Permit Fees /5, 5 SL( Zone Plan Check Fees Plumbing Permit Fees K ¥ Digging Permit Fees Water & Sewer Fees 78 ¥q02. Front Footage Fee TOTAL $ /o 3 ( ? Rough Plumbing \Septic Tank Fixtures Q i Water Piping Complete Sewer Name d a t ,.•.t r ., Address i >: ' 14 , t, , , Tel. ,. , Lot Blk. Add. Name Address Bath Tubs Showers Laundry Trays Wash Basin Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Water Softeners Dish Washing Mach. Clothes Washer 1 CITY OF REXBURG APPLICATION FOR PLUTBING PERMIT` OWNER : , ;,1 `� FEES PLUMBER DESCRIPTION OF WORK, F, > Plumbing Permit Tel. ? 3 e NATURE OF INSTALLATION Use Urinal Sink Trap Water Heater Other Lawn Sprinklers PAID CASH $ Inspection of Pipe $ Inspection of Fixtures $ Sewer Inspection Received: Date By CITY OFREY/SU OCT 0 1 200: Rough Plumbing Sewer Other Finish Plumbing - 2 - L( TOTAL $ INSPECTOR'S RECORD N INSP. NAME Rough Plumbing -" Septic Tank Fixtures ,2.. Water Piping Complete Sewer ; OWNER Name C .4 r'� s se 43 1-h Address Tel. r y — 2 Lot Blk. Add. Name Address Bath Tubs Showers Laundry Trays Wash Basin Toilet Slop Sinks Kitchen Sinks Floor Drain Clothes Washer Drinking Fountains Water Softeners PLUMBER �r�i� ✓ b ( •* f r) - Tel.) 1 g NATURE OF INSTALLATION Use Dish Washing Mach. DESCRIPTION OF WORK r ,�C ' CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT Urinal Sink Trap Water Heater Other Lawn Sprinklers CHECKS CITY OF REXBURG SFP 12 2003 Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures PAID CASH S Rough PI bing Received: Date .^ `/ / By . :_.� 1, , < Y Other Finish Plumbing FEES F SD TOTAL $ f 7/ INSPECTOR'S RECORD N INSP.. NAME FROM :MI (208) 357 -2420 (800) 528-6755 May 14, 2003 Futures Of Idaho, Inc. Jon Gregory P.O. Box 1296 Blackfoot, ID 83221 Dear Jon, Sincerely, Michael. D. Gregory, PE FAX NO. : May. 14 2003 09:42AM P2/2 TETON S TRUC T ENGINEERS, P.C. 136 So. State (208) 357 -2419 Fax Shelley, ID 83274 -1245 tetoneng@ida.net ida.net Re: Rexburg Apartments Married Housing 4 P1 Foundation Review Rexburg, ID Project #203 I have reviewed the plans for the above referenced building in regards to the footings. The following modifications are required: 1, Installing 8 "x16" shovel footings with 244 longitudinal bars under the interior bearing walls. Do not eliminate the shovel footings under the common wain. 2. Install 8 "x24" square footings with 244 bars each way under the front porch columns (typical 4 places). Footings to be the proper depth for frost protection. Use a 10" diameter concrete sonotube with 4 -#4 vertical bars and #3 ties at 12" olc. Triple ties at column base. 3. Concrete foundation walls, wall reinforcing, shear wall sheathing, anchor bolts, floor and roof framing to comply with Section 2308 "Conventional Light - Framed Construction" provisions of the 2000 International Building Code (IBC). With the above modifications included in the plans, the building complies with the 2000 IBC code requirements. If there are any questions, please call. Page 1 of 1 MAY 14 ZOOS Sent By: CKR Engineering ; 801 222 0902; STEVEN J. COSPER, P.E. structural Engineer October 16, 2003 Frank Brimhall Steel Shade, Inc. 253 East State Street Lehi, UT 84043 RE: ALTERNATE CROSS BEAM — 40 PSF CANOPY DESIGN Hyde Park, Continental Park, Rexburg, Idaho File: 3602, 3603 Dear Frank: You have asked if a W section with bolted connection may be used as a cross beam for the structural "T" posts. A W 8x15 beam is required. A detail showing the connection of the W • section to the column follows. Please see the attached RISA printouts. A complete set of calculations can be provided upon request. Please call if you have questions. Sincerely, Steven. osper, P.E. 1283 North SOW. Street, Orcm, Iltah 84057 Orem; (385) 222 -0922, SLC; (801) 98 Fax; (335) 222.0902 Oct -31 -03 10:51AM; Page 2 3/6" X 4" X 7" PLATE (6) #10 SCREWS 3/16 ALT, BEAM 3/16 �PURLIN SEE MATERIAL SCHEDULE / CENTER PURLIN SPLICES ON BE \--1/2" CAP PLATE ALTER\ATE BEAtV TO COLUMN CONNECTION SCALE: 1 1/2" = 1 ' -0" SSBCCONNALT (4) 1/2" A325 BOLTS COLUMN SEE MATERIAL SCHEDULE Torts:Lc! Ps Eirpacr-e Karren & Associates -4.00.2k -411.32< 40 PSF Tee Section October 17, 2003 7:57 AM Steel Shade 40 psf.r3d +M'kr Colt Clwb 0 Loodr-LC d.s 9WYt: EnraN Karren & Associates 40 PSF Tee Section 4 32e - 1.7321 October 17, 2003 7:57 AM Steel Shade 40 ps €.r3d Sent By: CKR Engineering ; 801 222 0902; Moment connection design WF To HSS - Bolted connection flange to cap plate Beam Properties HSS Properties Code Information W8 x 15 HSS8x4x1 /4 a' := 1.0 AISC LRFD Part 11 t W :- - 0.245in t ;= 0.233in + := 1.0 Beam web yielding t := 0.315in ry.hss 46ksi + ;= 0.75 Web Crippling F yb :- - 50ksi B := 4in 4' w b := 0.9 Web Buckling k :- 0.615in E := 29000ksi 4 bt := 0.75 Bolt Tension T:T6.5in (t)w : =0.9 Welding d :- 8.l1in Ca Plate Proaertl.n Welding Bolt Properties t := 0.5in F := 70ks1 1/2 in. A325 db0it := O,Sin Bolt Diameter F y up := 36ksi twod := 6 m Abort := 0.1421n Bolt net area Connection Geometry Applied Loads Ft root : 90ksi ASTM A325 d = 6.5in 1 := 1.6. 7.05614 n ' 2 Number of bolts in tension d' := 3.8835in M := 1.4. 8.1kip • ft d' := d + 16 1 —in Hole size p := 2.5in bolt pitch er := O . Ftbolt • Abort Allowable bolt tension t'br ._ bolt 2 bolt centerline to face of web er = 9.585kip b :- 1.51n Bolt centerline to face of HSS Calculate Cu & Tu T rut it M - d' d' + d Cu := P + T u 1' = 8 -883 kip C - 20.173 kip r = 4,442 kip Oct -31 -03 10:51AM; Page 6 Sent By: CKR Engineering ; 801 222 0902; Evaluate beam flange thickness for prying d' B := 1 — ,.�,.. p 4 boit b'bf obi 2 4.44 . rut • b'bf tb t =0.279in p•F +or•c') iF(t < ti, "OK" , "Thicker Beam Flange Required ") = "OK" Bending with prying on cap plate of HSS d' P bolt b c : b + t , 2 4.44 . r . b' •cp • p• F y.ep•( 1 +s cp - '�'� if(t, < t "OK" , "Thicker cap plate required ") _ "OK" Beam web yielding N := t + 2 . t +Rn.wy + wy • (5 • k + N wy) F yb • tw �R n.wy = 52.773 kip if(ta wy > C "OK" , "Thicker wcb rcquircd ") _ "OK" Beam web crippling Nwc N w , (----- i.s +Rnwc = �we i 35 • t,,,, • I t 3 • �f • 1 j F yb • ksi • t W = 63.974 kip if(4Rn.wc > C,,, "OK" , "Thicker web required ") _ "OK" Beam web buckling y b • ksi 4Rn.wb 4, wb . 4100 • t 3 • T $ = 0.775 b' = 0.878in b'� 1.483 in t = 0.428 in N = 1.233 in �R,�•wb = 59.033 kip if(t►Rnwb > Cu, "OK" ,"Web stiffeners Ca HSS wall required") = "OK" Oct -31 -03 10:51AM; Page 7 Sent By: CKR Engineering ; 801 222 0902; Maximum bolt tension p fy . cp • ( 1 + b c p c' t rut,max 4.44 - b'� if(r w.mux < +r„„ "OK" , "NG ") = "OK" rut.mux = 6.065 kip Cap plate weld FBM := min(F FBM = 36ksi ABM := min(t B,t . 13) ABM = 0.932 in` 4R l 5W_ FIIM . ABM (1 0Rn.BM = 30.197 kip �Rn.w :_ 4 ' Fw . B - tweld 4 = 47.25kip if(4 R f.BM > r "OK" ,"Increase bae metal thickness ") = "OK" if(4 )R w > r "OK" , "increase weld size") = "OK" HSS Wall yielding N wy.hss: =2 -k HSS web crippling Nwc.hss := Nwy.hss Beam web buckling `�F 3 ..`J „yb § wb ' 4100 . t T N wy hae = 1 in kws ,= t cla := wy - (5 • k ws + N wyhsa) F y.h9s ' t 4 ws = 39.978 kip if(el ws > C,,, "OK" , "Increased HSS thickness required ") = "OK" Note: Web stiffeners added to WF will increase N. 1.5 �R N B h ss ( t 1 n.wc.hss :_ � we ' 0 .8 • t2 • 1 + 3 - I J z r if($Rn wa > C„ "OK" ,"Thicker web required”) = "OK" = 59.033 kip - j(E. Fy.hss if(cR, > C "OK" ,"Web stiffeners @ HSS wall required ") _ "OK" tp Oct -31 -03 10:52AM; Page 8 �Rn.wc.hss = 0 -026 m ksi Sent By: CKR Engineering ; Continental Park, Rexburg MGE Ground Motion - Conterminous 48 States Latitude = 43.8115, Longitude = - 111.7979 Period MCE Sa (sec) ( %g) 0.2 050.8 MCE Value of Ss, Site Glass B 1.0 016.4 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 070.6 Sa = FaSs, Fa = 1.39 1.0 035.2 Sa - FvS 1, Fv = 2.14 DS �3 S vus = 213 (6,700 0, 4- 7 I (034- 0q5 Si V � 0,73G YL1 y■,I u N 3 407 801 222 0902; (1 -�.� wJ/ r SNa g AZ3S(/6,eteXiz) r e/Z. Oct -31 -03 10:52AM; Page 9 - 0. za6 /.23 (air )1- 0,4701, 044 40,64-4-x o 7( )c 1 o.t 2 12,0m ,A*6 3 5 Geer/ "A0 124 0 1,6 �p U Vfl nl 1-56.' S Dr's. i I'1 4 = 19, 2 ? 1C 5749 ) # e. b ft I i ..cuds: 8LC. 4. VMEI Karren &Associates 40 PSF Tee Section CJ) (D • 0 m CD CD H- 7 (E2 October 30, 2003 -0 D) 10:13 AM (E) cp Steel Shade 40 psI. r3d LIMTIbLY Code .11srined LC 0.0.2 3et.tun Envecie Karren & Associates L 40 PSF Tee Section 4 October 30, 2003 10:41 AM Steel Shade 40 psfi3d