Loading...
HomeMy WebLinkAboutMULT DOCS - 98-00022 - Taco Time - Remodel11 Aril 19, 1999 Brian, Larsen 274 S 21'a W Rexburg ID 83440 Dear Mr-. Larsen. My records indicate that there was never a request for a plumbing inspect- 2ij9 North 2nd West. on an the interior of the home located at .By request of the homeowner I did Inspect the home on April 14, 1999, and several proGlems were found: • The, dishwasher is not hooked up properly • The sewage lift pump was covered up before I could see if it was properly vented. The dawn stairs floor drain by the water heater and furnace meds to be vented. • The sewer clean out down stairs is not Proper because, the sewer back up cannot be cleaned from outside. • Wien puY•chasin� your building permit, a p]t�rn.bing permit for the interior plumbing was Heuer purchased. These itemsshould be taken care of immediately.- nform the citywh n t 1 terns are corrected. .Meese feel free tO contact me at any Thank You DeLynn Edstrom Water Superin ten dent DE1dj COPiest: Bruce Challis 2- 9 N2ndW Rexburg IID 83440 Copies to: George Benson 2266 4'V G3100 S Rexburg ID $3440 Copies to: Rod Jones 3052nd W Rexburg ID 83440 P.O. BOX 42133 Eugene, Oregon 97404 Phone (541) 607-0967,,, Fax (541 ) 607-9052 CCB # 124998 !Tiay 19, 199V MT. Joe Laird, P.E. City of Rexburg 12 North Center Street Rexburg, Idaho 83440 RE: Larsen TacoTie Remodel & Addition �� �,� � Rexburg, Idaho Our Job No. 98-0 1 _A3entleinen.- Clarifications This letter Is 'vTlttcn to Confirm aur discussivnswalldu�p����- of yesterday on the property1i�ery mason the pad foundation and the site storm sewer system. It .vas discussed and determined that the property line masonry wall footing does not need to be buried 3f" below the existing frost line, however, it should be, placed on adequate approved fill material. ThisItofooting. same cond a 'On exists for the dumps�er pad and The building site has a 57 to 63 diameter corrugated sump at it's southeast corner I ca Ikkhat d beneath the City's s-1-141' r*1 is approximately 15" to 20" deep, It was discussed and determined that the site storm sewer system can empty into this sump in lieu of the street catch basin, which 'is not connected tv the main storm sewer line on'the east side of 2nd street.. We are advising our site utllitY contractor of same - If there are any q�.ien6shi. ns,, phase call or see either myself or Grady I.aniLan at the site. Thank you. A %W1 WL L/nb W ours �p VVm, L. Lanigan PrOj ect Manager %W cc: Brian Larsen, TacaTlme zollin er Construction Attn: Dean Rafter Construction, .Attn: Neal April 13, 1999 Brian Larsen 274S2nd W Rexburg ID 8-3440 Dear Mr, Larsen: Our records shot- that a Final Inspection has ��:at been called for a� conducted on the home at x.39 N �"� 't�iT. Tl��s should have been done pr' c��• to i11e sale of the home. An inspection (F-I"nal) was made on April 12, 1999 a the request of the buyer. A list of xoble�ns I s included that weeds attention before the home is finalized, • Electrical and, Plumbing Final Inspection. Step in sidewalk is a hazard, a ramp wouXd be mare desirable. • Window wells need cleaned out and ravel p�xi �n :fir drainage, froln gravel, to the tap of fi-le rt �etal cannot be more than 44", a ladder must be installed if more than 44". A positive grade, of 6"' fall in 101 away from building is required. The backfill has settled so the water goes back to foundation. • Na �ootjng was provided under front steps back fill has settled and steps are starling to pini a,vvay from the house. • Th e door to the garage at the rear of the louse should have a permanent step. • Breaker panels top and bottom, circuits need to he identified. • Some si'ding has areas that are not Completed in a professional manner, cuts are not iighi, excessive patching, etc. Battery operated smoke detectors were in pace one o��� of 4 tested was �.�orking. Thedetectors �n the �asemeni s��oY��d h��e been hard wircd, with battery backup.'1'hc attachment at the comers of house and garage meds some additional work to 5t0 leaking from the roof. p r These items should be repaired immediately as the buyer is acutely aware of these conditions. Please inform the, City when all items are complete, so we can schedule another inspection. Very Truly Yo -urs D. Blair Manwaring Buildzng Inspector DBM/dj Comes to: Mr. Bruce, Challis 239 N 2°d W RexbLirg ID 83440 Copies to :George Benson 2266 W 6300 S Rexburg ID 8.3"440 REXBURG b%DISON- COUNTY F1 DEPARDMN4 P.O. Box 280 26 North Center Rexburgr Idaho 83440 (208) 359-m3010 1994 Uniform Fire Code ff-lavi Review Bu i i Name: " Building Address: 274 S Stories: ane Ocr(-"4upancy Class',Ficat-ion: Plan �teview Dates Type of Construct ion: V -N A.MWA-3 Existing Floor Area: 1,369 New Construction Floo3e_-_ Area: Requ-I"red Fire Flow (Appendix III -A): 1,500-ci."m. 2 ) . Water Supply (Article 9St,,ctj_on 903) Required: Firs H�a��.nt Location: 2nLLkLe,5t F JL r e 7 T nydra,int Flows: 8 _Q 20 # - F- re low Tes-1- Locati'on: SamQ Fire Flow SUPPlied By: !�r Water Supply Acceptable: Yes Fire Hydrant Locati'on Acceptable; yep 3.) Fire Apparatus Access Roads (Article 9 Section 902). Required: Na Camm�nts . Access f-r:�;� �,� i n,��,���. 4 } . installation Of Portable Fire Extinqu'sher Ar' cle 10 Section 002) Required: Yes location acceptable: LOIL.,_shown Type Provided Acceptable-,:, Mn.imum 2-A i n --pr 5) .Automatic Fire Extinguishing SYstems: 10 Section 10.03 dr Plan Rev.�ew Page 2 Required: No rft� 6).Standpipes (Article 10 Section 1004) Required,, N4 7j.Ventzlating Hood And Duct Fire Extinguishing System Sectiani.nn6.0 €quies Cormentsa, (Art ic--'Le 10 FireJ' alarm Systems (Article 10 Sect,an 10071 RNo Pians As Submitted Are Acceptable : Yes, Plans Checked By: Lie --Owens D a t e 0 -5 - L)7y.--. len' s bac �I�f Please f urnish C OHM K to the P,. aniewer in the following manner .=' -~�� i FROM : Section 1006 Article 10 Section 1406 - PROTECTION OF COMNMRCIAL COOKING OPERATIONS 1006.1 VHood and Duch Systems. A ventilating hood and duc� system s�al� �e Provided in accordance with t ie M�ch�.�ic�� Cade �'vr commercial� pe food heat -processing equipment that produces grease-4aden vapors. l 0D6. ? Fire -extinguishing System. i006.2.1 Wbere required.. Approved automatic fire.,extinguisbing systems shad be p�o��ded for the protection of cvm�nercial-type cooking equipment., EXCEPTION: The requiremeni for protection does not incline sham kettles and steam tables or equipment wbich as used does not create grease -laden vapors. 100622 Type of system. The system used for t�.e protection of 00mmereial-type cooking equipment shall be either a��r�tem Iisted for appiieauon �,r�ith. such equipment or an automatic fixe -extinguishing system that is specifcaliv de��gn�d far su�� appiieation. Systems s�.��I tae installed �n accord with the �:echanical Code, their listing and the manufacturer's instruction. Othersystems shall be of an �ppr��ed d����n �.nd shah be of �n� of the following types: 1. Automatic sprinkler system. 2. Dry -chemical extinguishing ,system. J. Carbon dioxide exfinguishing system. 4. Wet-irhemical extinguishing system., 1006-2.3 Extent of protection.. 1006.2.3.1 General. The autoxnatic fire -extinguishing system used to protect ventilating hoods and ducts and eoaking app�ia�.c+�s shall be ins .l1ed to include cooking surfaces, deep fat fryers, g��d�l��es, upr�i�ht b�rDffers, cl�arbrQilers, range tops and grills. Protection shah also be prov- Ided dor the enclosed plenum space within the hood above filters and exhaust ducts serving th.e hood. 1,006.2,3,"0) Carbon dioxide systems. men carbon dioxide sys��ems ars used, �hQre shaI be a nozzle at il�e tap �f the ventilating d�xct. Additional nozzles that are symx�n�xric�.��y ar��,�g+ed to give uu�ifarm distribution shall be installed Within vertY�al ducts exceeding �Q feet (60196 mm) and horizontal ducts exceed' SO feet (151 240 nam)- Dampers sham be installed at either the top or the bottom of the duct and shall be arranged to operate automatically upon activation of the fire&rext�ng��shu�.g system. When the damper is installed at the toy of the duct., the top nozzle shail be imme:kdiately below the damper. Carbon dioxide automatic fire-extin�ishing systems shall, be suffictcn#ly sized is protect all hazards vent�n� through a cc�mm��. dust spm t ricous . Y 1006.2.4 Automatic power, fuel and ventilation shutoff. 1006.2,4.1 General. Automatic fire-XtIngeuishing systems shall be intercormectcd to the feel �r current supply for the cooking operation and arranged to au#omat��a�ly shut mens off ani equipment under the hood. when. the system is actuated, Shutoff valves or switches shall be aha type that rewire manual operation to reset. 1006.2.4.Z Carbon dlOxide sYstems. Commercial -type cooking equipment protected by an aWomatic carbon dioxide eatInguishing system shall be arranged to shin off the ventilation system upon activation. 1006,2.5 Special provisions for automat" c sprinkler systems. Commercial -type cooking equipment protected by automatic sprinkler systems shah be supp�}ed from a sparate, readily aGcssible indicatngtype cvnrvl vale khat �s identified, Extinguishing systems shall be serviced at least everY sig months or after activation of the system. Inspection shall be by qualified individuals, and a Certificate of inspection shall be forwarded to the chief upon completion. Fusible links and automatic spnnnkler heady shah be replaced at least annually:, and other protection devices �h�I� be serviced �� re laced �� accordance with the manufacturer'sinstructiQns. EXCEPIJON: Frangible bulbs need not be replaced annually. 1006.16 Manual system operation. A readily accessible manual activation device instatled at an approved location shall be provided for dry chen�ic�.l, wet c�.emical and carbon dioxide system.. The a�ctivation device �s allowed to be mechanically or el�ctrical�y� operated. if ele��rieal power Is used, the system shall be connect �d to �. s#an�.by power system and a visual means shall be provided to show that theextinguishing system �s energize. I�s�ru��i�ns far operating the ire-exnngu�sh�ng system sha�� �e �vsted ad�acent to manual activatiar� deices_ 1006.2.7 Portable ire extinguishers. A sodium bicaTbonate or potassium bicarbonate dry-cbemical-type portable fire extinguish�r having a minimum rating of 40-B shall be installed ��th�� 30 fejt ����44 mm� of ��mme�-cial fc�ad heat -processing equipment, as measured alongan unobstructed Bath of travel,, in accordance with U.F.C. Standard 1 10062.8 Operations andmaintenance. The ventilatio_n system in connection with foods shMi bc operated at the required rate of air movement, and classified grease filte�sh�1� be in place when under a kitchen grease; hood is used. . If grease extractorsare insWled, they shall be operated when the cvm►merclal-type cooking equipment is used - Hoods, grease -removal devices, fans, ducts and other appurtenances ��ia.�l �e �i�an�d at intervals necessary to prevent the accumulation cif arease. +��e anings shall be recorded,, and retards shall sate the extent, time, and date of clea.a.ing. Such records shall be maintained on the premises. SPrinklers used for the protection of fryers shah be fisted for that application and installed in accordance with their listing.. NAGAO -C F ARCHITECTURAL PROFESSIONAL CORPORATION ARCHITECTURE AND PLANNING 1680 PEARL STREET 541/687-9600' EUGENE, OREGON 97401 FAX/6'N"' 87-8142 STRUCTURAL COMPUTATIONS Building Remodel: Taco Time 274 S. 2nd West Street Rexburg,, Idaho Job No. 1157-97 Loadina, Rbof: 35 PSf base snow load :.Floor. 100 psi dive load *Wind speed: 80 mph exposure: B ic zone: 3 Frost depth: 3b" *All d imens�ana! lumber sha11 be X10, 2 DF or befter `All 91U -lam beams shall be 24FV3,or better *Structural steel wide Manges 34 ksl'yield strength Girder #]_ t'id 4c -d 20 '-0" span uniform load 847pif including snow drift VMQx = 84707 Mmax = 508,2004 Areq = 69.,3 Sreq = 211.8 63/4 ij x 18 Glu -lam Steel Bent LICENSED ARCHITECT AR1416 cow KENNETH T. NAGAO STATE OF IDAHO 21 '-0" span uniform load 130plf including snow drill VMcx 741,5# 8470#pint load 6'-0" from one end = MMax = 42,1 50' -4o Section required = W i 2x3O 36 ksi use W I 2x35 36 ksi oversize APPROVED th BUILDING INSPECTOR jP Posts Max load = 7,415# Post height 10'-0" 4x4x 114 TS posts allowable 65,000# Footha i, 7415#/850psf = 8.7 s,f, TxXxIT ttg. w/ Joist #1 arid B -C 4) #4 each way 7._D,. span uniform load 84pif including snow drift VMax = 294# Morax 6.1744 Areq = 3.9 Sreq = 7.1 2x8 No. 2 DF Joist #2 grid 2-3 8,-0" span uniform load Vmcx = 496# Morax = 1190411# Areq = 6.6 Sreq = 13-.6 2x10 No. 2 DF All nthar inic+c 124pif including snow drift 2x8 No. 2 DF by inspection Header #] grid B2-3 8span uniform load 212.5pif 'including snow drift Vmax - 85a# Morax = 20,4004 Areq = 11.4 Sreq = 2 3.3 4x8 #2 DF le 2 Header #2 grid 3a -b 11 "-0" span uniform load 81.5p[f including snow drill Vmax =4483# Mmax = 147,92341"lr- Areq = 35.2 Sreq = 61.6 5 1/8 11 X9 " 2 Header #3 grid 4a -b 13'-0" span uniform load 660PIf including snow drift Vmax = 4290-01- Mmax = 167,310"# Areq = 34.5 Sreq = 69.7 5 1/8" x 12" 24FV3 8 'x8' Tower fats 6,_D" spay Z'_0" cantilever uniform 1 end of cantilever Vmax 1080# Mmax = 16.42811 Areq = 18.5 Sreq = 18.8 4x8 No. 2 DF 14"X14" ToweF Qlates mad 284plf including scow drift 40Q# paint load at 141-011 span uniform load 308plf including snow drift Vmax = 2,156# Mmax = 90,552"# Areq = 19,6 Sreq = 37.7 5 1/8" x9" 24FV3 3 Tower posts Post height = 181-611 Post load = 2.,156# + 2,450# wind couple = 4,606.* 4x4x 1 /4 46ksi TS Column allowable = 24,000# Tower Footi 4,606#/1450psf = 3.2sf 2-'x2"xl2" ffg for down load 1350#+ 1176# = 2526# > 2450# uplift 3'(x3"x12` ftg for uplift 3lx3yx 1211 ffg w/ 4 #4 each way 5 0 N Grid " �. r YPS t x l u LATERAL LOADING x ba:eb' = 1187,5#/40' = 29v7p[f 1/2" cdx plywd. 8D nails 6" o.c., 518"x 1 0" anchors 32" o.C. Grid 'B' EEEEEWI� I 10/,OF+ iypsr x I Yx /.5" = 3895#/16.5' = 236p]f 1 P31t ^04%r 1 t$ 11 ■ � s +••amu. Nay rnru. DV r1Q1l5 Q 0.G., 0/8•.Xi W anGhors 2d° n r, Grid "C" 2707# + 19PSf x 10' x 10.25"to _ 4655#/29' = 160.4p[f I I z Cclx Plywd. 8D nails 11 on my Grid 'FD { i 5/8"x 1 0" anchors 3,o,.c." + ivpsr x I UX3 = 2517,5/9-' = 279.7plf (2) layers 1/2" cdx Plywd. 8D nails 6" o.c., 5/8"x10" ancho Grid 'E' 0IUFJ 1U.0 = 54,3plf 1/2 " cdx PlYWdv 8D nails 6" o.c., 5/8"x10" anchors 32" o.c. Large Tower MOM% 19psf x 6.5' x 7,5'= 926,25#/15"= 61.75plf" moment couple 92b.25# x 13' / 15 = 8.9,1# rni Inla f-.., 1/2 11 cdx Plywd. 8D nails 6" O.C. fasten to new plate Small Tower Inw-%, %.0 - - A r� 0' A I r% M F-% 1. YNaI x 44.0 x 4= J42�/b'= 42c75plf — Moment couple 342# x 9' /8' = 384,75# couple ]/2 " cdu Plywd. 8D nails 6" o.c. fasten to new plate 5 r his O.C.