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HomeMy WebLinkAboutREDLINED & STAMPED PLANS - 02-00065 - Bowen Student Housing - Remodel50WEN AFARTMENTS 125 SOUTH 4TH WE&T iREX5UiRG;, IDAHO PROJECT DATA I. GOVERNING BUILDING CODE: I"I UBC i. OCCUPANCY AND GROUP: R-1 3 TYPE OF CONSTRUCTION: TYPE V -N 4. LOCATION ON PROPERTY: EXTERIOR WALLS: NON -RATED EXTERIOR OPENINGS, NON -RATED 5. OCCUPANCY SEPARATION : NOT REQUIRED SPRINKLED: NO NUMBER OF STORIES: 1.0 6. FIRE RESISTIVE REQUIREMENTS: ONE HOUR WALL BETWEEN UNITS AND ONE CEILING BETWEEN UNITS I �f . Tu �? z -gg DESIGN NOTES SNOW • 55 PSF p WIND - BO MPN EXP C SB6MIG -ZONE 9 FLOOR LIVE LOAD - 40 PSF B (l) FLOOR DEAD LOAD - 15 PSF ROOF DEAD LOAD - 15 PSF - 1,z 4xr44 .L o � �� P/s/•z _ aaunwuc*x �Z O to . Dopa 1Y•-D-r�YDDD�D. TBLI moi, i i n, I / — �l a• w<rER rrpvi gVLor N rwN ' R OS R®ECSPTACGE 1. `� I 1 \f �I til o bl 4 `_PROPSRT£LM£NOOOOOOS IOB.00' ld.Ep' ApIY /ADDS eoo siraicRmsAalu'j rdc roaoD I I I EXISTING HOUSE � I I Nd2 I I $ BOWEN APARTMENTS SITE PLAN TBE ORIGINAL REXBURD TOwNSITE, MADISON COUNTY• RANO, AS PSR THE ASDORDED PGT THERSOf AND RUNNING TNSNLB LAST IS RODS; THENCE SOUTH Y RODS: TNBNL£ —111 RODS: TNSNCE NORTH S RODS TO TH6 POINT OF B66INN/ND. LESS: BEGINNING AT THE SODTHESST CORNER OF LOT P SLOCN,E O£ THE OR—, TO wNSfTE. MADISON COUNTY, IDAHO, AS PBR YMS RECORDED PUT THE%'OF.AND RUNNINO TNENL6 EAST /Od. DO —1. rHENCE NORTH IS. —1. THENCE —11 DO. 00 FEET rH81 SOUTH IE, 00 PERT TO THE —1 OF BBC/NNINC. 0 1 ALRES MORE OR LESS -I -- ---------i LA F I 4 PLEX I - FNH LDOA-/00.00' / —------- �` s T:DpSFro.04FLrr,N"� • i � � M CTTON -TYPE Y -N ss mn amATAu /FL- wAflS BdrwddN 6lIX VdATfCAG ' . Dw2ILND DNIf. - .: sFTHACA4 A£QUIRdD.. ---------_ --- YO -O- m -or --!.S 1 i " f I PA ETA66TROwRfOi I e nuva: an i j I\ so - I fMDHT orDBPtn°c'.' a"Yr S — 4.PLE�-X�rUE�0UU�0I�IA Dso Auus-ureo sr £lMSNdD FLOORD - BMLDD�PFSSITDE ND �------- - - - - -iNS N N!TAIDD �A6TEN4/ON AREA P RNC S ,AoPA 3rND UNHS . re' - _ S rOsPo ARd�A %PN. ' PA/WND 4PAclS PoSIT/ONdD ,e- ORDPIDA'D. - ' NISMD ORA06: ' ATSTOs- DAUNPIPS P O£OPANULAR fICI. t25wA TEA LN6-CLlss Er DULrNJ'lAO.v. D SrRumom TO mMnrw b C C/TY ST.U.'DIROS. p PPxpA[NES 4HALL BET —AND 2B FflNlOAc2D PEF RdUAD CITYSTD. E. AEINIOACSCURBANOCDTTH A4 AED'D BY AA'2HUAC CITY � N 9000008 82.00 2 FO WTrdn T. ALLPAvdn ARLAS SIGGL�Bd Stpfdp PF O, 6a� DAAINA e. 1 N may. :o: FRONT ELEVATION A u I? A m � z� z ^- z w Q --------------- RIGHT ELEVATION � cn .. - CV. Q .. 6 . MAIN F:Look PLAN NO LU (Y- g s } i e•...• lit �--- - -- -------- •�,�,� 0 0 LL LLf �7 y a 4 .9 b e 4 c ul ii � ��� b L eFDnoon a a©wwn v O z SECOND FLOOR PLAN •w 4 8 e ' a 7 4_ i 00 -� y 11 T -i 3 z h emcoon a r - i� z SECOND FLOOR PLAN eewm�tiara ae=ew�. au - - Q 0 a; e IC k 6ELTION I SECTION ADA TOILET ADA SINK � BELTION�6ELTION� ,�9Y,, �� ewwm rtoow� NOTE: - - SEE SHEET SI FOR ADDITIONAL .. ADA URINAL MIRROR MOUNTING DETAIL ADA FIXTURE INSTALLATION DETAILS WALL OEOTIONB ,: (16l. I. 3" (Cl -- ---------- STRUCTURAL DRAWING NOTES /� .�� � „ � ��nw � �. _ .. urv.�...n.e M�ww�� �O�i.ri:i�w.'n�� nnu STRUCTURAL DRAWING NOTES tr=z M� TYPIGGlNSPPION POOTINP ;1x ��, O . '�. .Yn.r,�� ��_ yco FOUNDATION/FLOOR SLAB PLAN H Q L. MAIN r-LooR MAMING PLAN -Tm 11 1�AT 7-� SECOND FLOOR FRAMING PLAN z.5 Cal ROOF FRAMING -PLAN PROJECT DATA L GOVERNING BUILDING CODE: Bel UBO I- OCCUPANCY AND GROUP: R-1 3. TYPE OF CONSTRUCTION: TYPE V -N 4. LOCATION ON PROPERTY: EXTERIOR WAL , NON -RATED EXTERIOR OPENINGS. NON -RATED 5. OCCUPANCY SEPARATION : NOT REQUIRED SPRINKLED NO NUMBER OF STORIES: 1.0 6. FIRE RESISTIVE RFAUIREMENTS: NONE F DESIGN, NOTES . -SEISMIC - ZONE 3 a FLOOR LIVE LOAD- 40 P5F - FLOORDEAD LOAD- 15 PSF Z ROOF DEAD LOAD - 15 P5F (l! w ' i .D d16 t- N NdNFdNCB AT PARpNC LOT 16$ —` d_O � C sNOx sroAnCE sourx sRa rasr � � aw 3 FVTUAT SMENTHOUSM6(12 STUDINTE) 3 Y+ O < � n - C - NEW MNGR APT oda GNDSGPIND LW➢SGPINC (!3'SIDdaALR e' -D' al MP BACXCUFe � �` � >' GNOSCAPM P {� TS -D' �1 SSP NC NS Cf PMAJNC LOTLlCHTINC 00 `TRASHCAN CATCx BASIN SND. erdeAee 165' rorroANrEatR SECOND SOUTH G1UC£ BOWEN STUDENT HOUSING SITE PLAN BEGINfNG AT THE SOUTHEAST roRNEA DF LDT I BL➢CX 9 DF THE THEA -T A3 PER TTH NERCE NEST P TTN£RX£OBU£. AND 5 —S.I THLNCE EAST 0 RODS TD TN£ PDINTDOF BECINNLNCUTH E RODS; CONT MMC D.Sr ACRES HORS CR LSSS. roNSTI¢UCIrOx�OTYPEY N NO £IRS SFRINAiLA SYsrCN Sre•Cer REQUIRED P� AD rT C : dei C r IT rRRO, r P:sTT N Axu. o. • . rssr r AIP LAuaS_,NC-ASA a JrrraDr 0, •xsr➢N-xarxrPD ' P=A,7T! LSm-$2 A<Ls TRVCTTON NDttSr I. AATIALfNe-<GSSer DUClfLd IRO.Y. Serra A --ABs' Fd B R ,YSTRUCTION TO roePlr NIJH cm sr nAAna. —APPAGCHdS SHAM Be e' A—PEI REXBURC —1 sTO. e. PrINFOFCL CURB ANO Ccr'T[ft AT ' s£rnP%G<xds•r uDn ar AatBuftc erm aare SReST C7 TDACURB AND CUTTER uls. J.D.ALL PAYLD AREAS SHAIt BL SL➢PSD PJt £ DAUxAce. , cs of EXISTING HOME sourx sRa rasr � � aw 3 FVTUAT SMENTHOUSM6(12 STUDINTE) 3 Y+ O � M oda GNDSGPIND LW➢SGPINC (!3'SIDdaALR e' -D' al MP BACXCUFe � �` � >' GNOSCAPM P {� TS -D' �1 BOWEN STUDENT HOUSING SITE PLAN BEGINfNG AT THE SOUTHEAST roRNEA DF LDT I BL➢CX 9 DF THE THEA -T A3 PER TTH NERCE NEST P TTN£RX£OBU£. AND 5 —S.I THLNCE EAST 0 RODS TD TN£ PDINTDOF BECINNLNCUTH E RODS; CONT MMC D.Sr ACRES HORS CR LSSS. roNSTI¢UCIrOx�OTYPEY N NO £IRS SFRINAiLA SYsrCN Sre•Cer REQUIRED P� AD rT C : dei C r IT rRRO, r P:sTT N Axu. o. • . rssr r AIP LAuaS_,NC-ASA a JrrraDr 0, •xsr➢N-xarxrPD ' P=A,7T! LSm-$2 A<Ls TRVCTTON NDttSr I. AATIALfNe-<GSSer DUClfLd IRO.Y. Serra A --ABs' Fd B R ,YSTRUCTION TO roePlr NIJH cm sr nAAna. —APPAGCHdS SHAM Be e' A—PEI REXBURC —1 sTO. e. PrINFOFCL CURB ANO Ccr'T[ft AT ' s£rnP%G<xds•r uDn ar AatBuftc erm aare SReST C7 TDACURB AND CUTTER uls. J.D.ALL PAYLD AREAS SHAIt BL SL➢PSD PJt £ DAUxAce. , cs of SOUTH. ELE1%ATION. GGroE�P GPIGUNG6MfICEIU EPTIGMGiiGG11XGGE• ' ExIeilXG ucUPe — - � z • -- — - - - § W NORTH ELEVATION WEST'.ELEYATION W: �, ._.v.., !_ i..i ,,-P x � .... .. f.,. _. _x ,5.��� t: <..:.r.-. c`s.vr:P..:'-.�','�>'>.. ...�.,.: °. ?..Y�. :dn '''">•{a� L.a..', wi'.xt�s ~']C f..� i ,_, �. r -.�. S T� U. CT UR'A'-I', .�D R A,W.Lk G NQ r E s,': nag w 3' bMr PRE - 1168. STRUCTURAL �D RA.Iv.ING 'NOTES � • 'wnfs.v+n r crFiinridns ouxunnair xores � n ov ciuoc korrs c - u r iv, r rc rovcxsm Nores _ ' vcn o/crrsa.ao ee - .y q nods DLSrtN ClgrfRLIW .w..wu.«�.. .�... .i,.�. ••vw .. y� iia, •nN/"+w+ �.✓." � e+...,..1 - -" Rice FOUNDATION/FLOOR E TYPICAL STEM WALL AND "G my-]-404.4A P« buDdines wild slab-°n-B[°und Frcgaircam Proved mv[eri-In Pla«d below gmu°d. dirtOY vbove the 4033 IesWvtM [ tlnBs. 403.3 U ateotin8sIng" =d bel«v Wefi«t top smfece of the imula6om line whettpmtudedfromfrostbyiesWaOoninaccoWance wish 403331).W.g.F als deaballlo s11 ed in amosdaece In Wan Group 1 Sella. u listed figure 40330) and Table 403.3. and provided Ou followiv8 m b Seen-406.3.5. olhu in Table 405.1, Travel «mashed atone beaeaW horumlal eondixona ere meD tempehmm m the bu0ding wHI be below-Bsoaad losolati0e sb U d,6, to daylight « inm an I. The movtMY mem ainuined a[ a minimum of 64"F. (18°CJ, and epgoved sevum system tl 2. No poruov of the slabon-ground foundation using u n ' spa easy cls u fporahu, vtils'rytm0ma, Bame °V' SECTION 404 FOUNDATION WALLS P— finsuladv « We paspom o B Mrt 6.1, need below Thal f", be labeled u mmPlyl°B wild 406.1 Conereumd mamnrT roundatlovwvLLsCancreu and uonry fomda0on walls shax be ACI fomdatims again[ frost shall ASTM C 578, aemsdaece wild We Provisions o thilec�on, 318, ACI NCMA 7868-A « other aPPmvcd TABLE 40A 53dASCE 5/fMS 402, ssanduds. Whm ACI 318, ACI53NASCS= MINIMUM mSULATON REONREMENTS POR . msu PODDNO8INHEAIED RNLDINOSa wctuN or poolbioos o 402,�� hieormmoruy faundenon wv8s,fhepml dhw- EROSmmmu a dt-1 typscal dehils and apeci5wtions ase not regaimd m beu 1 x Moxa rvR Weald of We embltmtor enginur responsibl°fmdui8°. MEMNQ yaRnCAL � xouneaoa4(sl O.Nw•) 404.1.1 Mmoery foundation well coavtructlon. Canmau foandafioe adb sna0 be mn- I ax mSusAmon AH,q M ■ o 1TAafey avuue" A masonry and clay mamnry swctedutttfonhN7vble406.1.1(1)«Tabit meed I'sm 43 NR NR NR NR NR uWshaO vim comply wild We pmviaio aof, 15 6 Smeona ldi, 605 and 608. Iw NR NR Use applicable pmvisions of am0e muotuy foululado, wells shill be mmnucud - 8000 5.6 NR 12 21 Rubble ina«oNence wlW Smuvm 404.1.8 ma 607.13.2. - g5p0 d7 1.7 6.9 7,8 63 8.6 12 24 404.13 Conemle foundation walla. C id, 4 .I "I on in Tab1e404.1.I1U« 3.000 9A 8.0 112 2! 30 60 wdl..h.Ilbe wnsuuatedutttForth d dao eOmplY with We provisiom 3300 4OW 10.1 103 13.1 N 96 71b1e 404.1.1(n )N sMll of tid, ttmio d We applinbla pvvlsiom of $m6m NR vtmweamaa, 09ai,d• For 51: IIw1.]SA mm h;Ql 4�amR damaR la Wad 4021, a«0raaswe wild. 404.1) Design se9Wrcd A design In Wv11beprovidW f«mM1tle' • 1oiOI'"m w4wwe"ar! Km mou"m'^"sO° uie4ibc P'm gineuia, Psamoe foundation we0a wbee any of else following! mw WJGOR wWc rt9'mM L<Ca,m wuxxt�waalN� M,,,d. uwsPouum asonrY '_ exist: wumduu `Imwawom vwWda iaaIl Po^a`Ye xarc4 mmlmmneaf vd,xlog{- emditions 1. willa soluble baeltfillmelms8di�e°tavu'la�i, mmeaPssunmmosa.e lawpau°d�auWaa W�rtm+ruwvod fylauielR-w,✓a a6dtaeuw4mddem1pO ee-1AN pf+axa�9Ya°ry minW leu fromgma^d wdla ve mbfmsmhYdrosu6c psesmse _ fa Wla app ymyot'hRIlexpaede4 P^Y Nexmddl ly;ax a-ISR - Mmdrd P^tYnY,w--Isn pv ioch:7S➢e 3R tv 1�'a�•Ma %u,rvaa4 2. , mm) of iwA' 9YPe IX axpm4e4 a°lY°rw^'-3' 'ss'� sm 6^ e'P•a� pdysY°ae I^"a °tl"d0s B m°rc than 48 ih (1219 3• Wddm beeNsO which do W nm have Imsmu"°! 1 s�Ld1 polpsy,�:seaaarim. Indeed support at she top and bo— Sehmde Zonm 3 and d. PouoSu °so°,1en<s7. •Iw'vand'wwt'um'6a06"'°v4rd Tan use of foam pinatia�•m 404 IA (1219 r0m) or less in hd8ht loceud in lofOOI.N2 6033.1 Tkrfdte dvmaB� hmv)^ dermide infmuam Probability omm�ulbulocsu4. d, as uubOshoe.� °f'1'e7 a«ordanm wild Safion 323.4. bdow-gluund IrLau D5 rciWomemm 4'e Wa uppv 12 inchu (303 °f 4 °� uubl sobad it bjr. an R r « (w. 4lomud in Sdsmic 40333 p.—. of n0=I'd 12 inches (303 Placed Ieh 0,an o 3p1R(U, s°PPort1°e m2 Wan 4. (1oab mm) 5 nomied )m` tlom Hofizovml irswlauov mm) below seaground surface or Wasportionofhh( etd and roma Wan �is3aiert6dame8a (dill, sha0naveamidmwn mmfo f J 8a whea ( mm) and andl have mistim� m�mam o 4..WI spat 'esulatiovmmd Boutw furanWefound+tion alga snail be Pr°t`ct d oe We groan fNo.4 verticil bl Ietiv6° d[wo No./bmiY°nsd 0, ghee 0219 vsm) ° We well., . by use f a mocrele slab «anPhels W"1°B tnsuWion ., by oemeonin 1«�le� N We uPPm 12 uch_aaaers (305 mm) of surface disee[IY dsovc We u eP eted for below-pooh bom4 Plywood O two mTERNATONAL ONE- ANDTw'OFA011DW� u M-afn mG PFA BECftO M- INSIRAlIOH PfgfEClpll PER SECs10N IDT SLOPE FlNRL GRACE PER RECNDH4te.6.a INSULATION DETAIL Y,na� Im�Aa ..�---vEnnc4L wALLEts1Rw110.M` Z.aF"fMM9 1gmZ0xfALNSU[ATmM 2`tVN�AM HOL9NAL 1' SCREENED aM WASfE06R4vEL OR CRASHED SRX$ DiWNFA Mn SECfpN b14.J