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PLANS - 06-00004 - Lincoln Elementary School - Addition
L IN CO L I \T . . . . ................... i;p49r MLli m =6-" a&%-wJu IDAHO (20-B) 359-2309 Fax (208) ',35?9-2271 �... TSB - .__- �__._ -- 0 -A. J T' � �r� �\! qk r � � ff3EX V ASSOCIATES CODE AN AYSIS 1152 BOND AVIE. RUMURG- IDAHO 83440 Jr 1 F' DRAWING INDEX DRAWING L DI 11 D1.2 SD1.1 SDI42 SD2.1 COVER SIHEET. INDEX TO DRAWINGS & CODE ANALYSIS DEMOLf FJOH SITE DEMOLITION PLAN FLOOR DEMOLITION PLAN S111 UE E PIME14T SITE PLAN SITE GRADING PLAN SITE DETAILS ARC HjUgjUBkL Al. I A1.2 A1.3 A1.4 AZ 1. A3.1 A4 1 A5� I A6.1 S.01 S1.1 S2.1 53.1 54.1 S5.1 FLOOR PLAN DIMENSION FLOOR PLAN REFLECTIVE CEILING PLAN ROOF PLAN & DETAILS EXTERIOR ELEVATIONS BUILDING SECTIONS JNTERFOR ELEVATIONS DOOR & WINDOW DETAILS FINISH SCHEDULE & FINfSr1 PLAN STRUCTURA GE14ERAL STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN TYPICAL DETAILS FOOTING & FOUNDATION DETAILS ROOF FRAMING DETAILS MECHA ml.1 MECHANICAL FLOOR PLAN M1.2 MECHANICAL DETAILS AND SCHEDULES ELEGIRWAL El DETAIL, SCHEDULES & RISERS F-2 FLOOR PLAIN --E GHTING E3 FLOOR PLAN -PO ER & M CCJA. E4 FLOOR PLAN- FIRE ALARM E5 FL" PUN- ELECTRICAL -- - - AREA MAP ------- DI 1 10orkeifin2"m5cTAbly, N!A- Ruddin Cade. 200Y3 INC or rcgidad-Lm. 2003 IMC, i P�,_LEL, (U jjEiZ 6QCWa' :Lk )bd --- ExftM i c im4 1:.2) Gienern I Yin f6rhhxiiun� Oqcwpm - y typr-T- -3 . , i2o 'I per 7 -0 - ncV a-I" Total Ckcupant L-ja& 189 Piroj-mt Tftle 1.d _E lonie A-ddiflan.'Mad Y:wn_Sc ictp�' jq Q2 I , p Rex _-M N urnho of Exits �Tra�� r 0 2,1. 1 ..Ac�-ual E xi!!kIng PH " ffity L. Oc mpawc Group (.J04,1) h ... . ... J%j4XjTFfUm Allowed I W4"IL SPI _4utual :4. r l'vPEL C',1fC10TjACU<Aj0F3` V-Amf�uji- Qci 3. Exist; ng S[Lx]pre Fjatata e; m Fall Park 6g Pytivided '22 Add!Uant: 12. Plumbing FhwWr�� I. 0cempancy Group Y3L (T-AmlC 29ml) 1. Type -Qrf Cionstru ct". V-A watcT Rqq A.cImPLI 3. utpr betw -2 addit in h e�-I) eXi$ fik1Le and ] --- 2 f --- I vert. &!hof,-e_) I hD ur hem�e�tq -D1as!3r_uQ]m,% -a 4 � Lw T(lui. 4 (Tabkc; 3 02. 1.1 &ID2_�. 2,, I- Alkywo bic: Floor Areas ( able 503l Lavato-ries Rzq ALjAu Ilermhted f1cior area 19, 5 1 4,50;F-ff I N504 x MWk "I 35uom Me n 2 4 FrOZ;e area '? . _w9_ __ 2 4 14L - �ae 10 ' 0 /0 `[mid A I la w ab 1v Aroa 1er F1 r. X2,375 s.f Act Flatiy- Ap5a §�87&s.f iWNitiqn� I __ . Firc Supprc8-ricn symcfri no' . umluirW per MC 2, 1 Total exis ing & addft[cm. 322-0.41 14, FiEc A larunt ritiquirrd A11q)wdb10 "wigh LS i'Lubbp 5W) Adtual fi�04kfiitg hziglit 1 f 115, 1 05.1 TT- & C 105-1 1 VC) i. Firc Rad n R(-tlu 4ruzhentm C�abiu .60 L 16 1-) l O r How and riuration 3,2 5 U p1J3 hTrI Stftiumr-a L M tip � Number of hydirmits 3 Bc-mzwing wulhs Hydrant Spacfng 400 Pt. kjm. Disuqn" 225 R. I A10ra NMn--Bcaring WaH.% Exterior <Y=1 -hr 0`= hi'-_ jp1' 3w, nogi-rates.. Jr 1 F' DRAWING INDEX DRAWING L DI 11 D1.2 SD1.1 SDI42 SD2.1 COVER SIHEET. INDEX TO DRAWINGS & CODE ANALYSIS DEMOLf FJOH SITE DEMOLITION PLAN FLOOR DEMOLITION PLAN S111 UE E PIME14T SITE PLAN SITE GRADING PLAN SITE DETAILS ARC HjUgjUBkL Al. I A1.2 A1.3 A1.4 AZ 1. A3.1 A4 1 A5� I A6.1 S.01 S1.1 S2.1 53.1 54.1 S5.1 FLOOR PLAN DIMENSION FLOOR PLAN REFLECTIVE CEILING PLAN ROOF PLAN & DETAILS EXTERIOR ELEVATIONS BUILDING SECTIONS JNTERFOR ELEVATIONS DOOR & WINDOW DETAILS FINISH SCHEDULE & FINfSr1 PLAN STRUCTURA GE14ERAL STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN TYPICAL DETAILS FOOTING & FOUNDATION DETAILS ROOF FRAMING DETAILS MECHA ml.1 MECHANICAL FLOOR PLAN M1.2 MECHANICAL DETAILS AND SCHEDULES ELEGIRWAL El DETAIL, SCHEDULES & RISERS F-2 FLOOR PLAIN --E GHTING E3 FLOOR PLAN -PO ER & M CCJA. E4 FLOOR PLAN- FIRE ALARM E5 FL" PUN- ELECTRICAL -- - - AREA MAP ------- 1 � DEMO NOTES OI EXI5TING SPRMW.LER CONTROL BOX, PROTECT (M— 16AT[ BY OWNER) O2 EXISTING SPRINKLER HEADS, PROTECT MOOIFILATION5B OWNER) O3 EXISTING OVERHEAD CABLE, PROTECT O4 E%ISTI- ASPHALT, PROTL T �5 EXI5TING SIDEWALK, PROTECT �6 EXISTING LAWN, PROTECT O REMOVE EXISTING CONl.RETE RAMP AND MTL. HANDRAIL, 5AWCUT I PAVING AS REOb OB EXISTING OUTLET, SEE ELEC.. MMIN65 O EXI5TING TEMPORARY CLASSROOM &IILDING TO EE REMOVED BY ONNER IRON LdMPLETON OF THIS ` PROJECT Q 0 EXI5TING FENCE, PROTECT II REMOVE EXISTING ASPHALT 1 ROAD BASE AS V REWIRED TO ACCOMMODATE NEW WORK N {2 SAWOR t REAYJVE PORTION OF EXISTING —BETE IL WALK AS REOb TO ACCOMMODATE IEW WORK 13 EXISTING UNDERGROUND ELEGTRILAL SERVICE, FIELD VERIFY LOCATION PRIOR TO EXCAVATION 14 EXISTING FONE. POLE IS SAWWT < RLTIOVE PORTION OF EXISTING STREET PAVING AS REOD TO ACCOMMODATE NEW SANITARY SEVER CONNECTION I6 REMOVE PORTION OF EXISTING FENCE 11 PROTECT EXISTNG TiEE{5) /SHRUB(5) 18 REMOVE PORTION OF EXI5TING WATERLINE, SEE SOLI GENERAL DEMO. NOTES I. DA5HE9 LIW5 INDICATE ITEMS TO BE REMOVED. 3. DEHOLITION CONTRACTOR TO PROVIDE NECESSARY S ING WHEN REMOVING EXIST'G WALL(W/ UNTIL NEW WORK IS IN PLACE. S. DEMOLITION CONTRACTOR 15 RESPONSIBLE FOR PROTECTING ALL FINISHES TO REMAIN At EOIIIPFENT WITHIN THE WORK AREA, 4. REFER TO M . ! ELEC. DRAWINGS FOR EXTENT OF MECH. d £L— DEMOLITION 5. CONTRACTOR SHALL. PROVIDE BARRIERS, FLAG PERSONNEL, PROTECTED WALKWAY5, FENCING, ETC. A$ REPUIRED FOR PROTECTION OF THE PUBLIC AT ALL TIMES DURING CgNSTRUCTON (DURING 6 AFTER HOURS). b. ,—IN CO OR 15 RESPONSIBLE FOR MAINTAINING REWIRED EXITS FROM THE BUILDING, DO NOT BLOCK. 1. GALL LOCATE COMPANY FOR FIELD VERIFICATION OF EXIEl— VTILITE5 PRIOR TO START OF DEMOLITION WORK. EXCAVATE WITH LAKE, THERE MAY BE UTLITES NOT lMJICATEO ON THE DRAWINGS OR N 10H MAY BE IN DIFFEREN" LOCATION5 ! V-5 THAN INDICATED. S. ALL UTILITY SHAT DOWNS TO THE BUILDING REWIRE NOTIFICATION 6 COORDINATION WITH THE LOI+BTRULTION MANAGER 3 OWNER. — DOHWS WILL ONLY BE ALLOYED DURING'NON- BUSINESS "HOURS. H. OWNER RESERVES THE RIGHT TO SALAVAGE OR REJECT ALL DEMOLITION ITEMS. \J DEMO FLOOR PLAN DEMO KEY NOTEB ol REMOVE FoRraN aF WALL A5 REO'D ro ACCOMMODATE NEW WORK REMOVE EXISTING DOOR / WINDOW ASSEMBLY O3 REMOVE EXISTING BR— VENEER A55EMBLY DOWN TO EXISTING 51EATHING. Q4 SAWGUT EXISTING BRICK VENEER Q REMOVE EXISTING ROOF A55EMELY OVERHANG, FRAMING SOFFIT ! FASCIA A5 REO'D TO ACCOMMODATE NEW WORK. ® OVERHEAD LAN. 5EE ELEC -1- 0 EXISTING —Ai- OURET TO BE REMOVED SEE ELECTRICAL DW55 (�8 EXISTING CONCRETE RAMP 8 METAL HA 11- A55EMBLY TO BE REMOVED, INCLUDING FOOTINGS 0 FOUNDATION �Q SAW WT E%15TING ASPHALT(GONCRETE AS REO'D FOR REMOVAL OF CONCRETE RAMP. PROTECT EXISTING ASPHALT TO REMAIN 10 SAWGJT EXISTING BRICK VENEER AT A NE16HT TO HATCH EXI5TING WAINSCOT IN EXISTING CORRIDOR, REMOVE ERIGK VENEER ABOVE. PROTECT -ILK BELOW TO REMAIN, SEE ELEVATION P /A41 II EXISTING FIRE ALARM COMPONENT, SEE EI-- DW65. 6ENERAL DEMO. NOTES 1. DASHED LINES INDICATE ITEMS TO BE REMOVED, 2. DEMOLITION CANTRAGTO2 TO FROVIDE NECESSARY — WHEN REMOVING EXIST. WALL(S), UNTIL NEW WORK I$ IN PLACE. 5. DEMOLITION CONTRACTOR .RESPONSIBLE FaR PROTECTINb ALL FINIENES TO REMAIN AND EWIFMENT WITHIN T WORK AREA. 4. REFER TO MELN. d ELEC. DRAWINGS FOR EXTENT OF MEGK d ELC - C. DEMOLITION 5. —I`I CTOR SHALL PROVIDE BARRE3L°, FLAB PER50NNEL, FRO—ED WALKWAYS, FENCING, ETO A5 REWIRED FOR PROTECTION OF THE RIBLIG AT ALL TIMES MR N6 CO45TRUCTION (DURING d AFTER HaLRS). 6. CONTRACTOR 15 RESPONSBLE FOR MAINTAINING REpUIRED EXITS FROM THE W ILDINb, DO NOT BLOCK T. CALL LOCATE COMPANY FOR FIELD VERIFICATION OF EX151TNG UTILITIES PRIOR TO START OF DEMOLITION WORK. EXCAVATE WITH DARE, THERE MAY EE - LITIE5 NOT INDICATES ON Tiff DRAWINGS OR WHICH MAY M M DIFFERENT LOLATION5 d 512E5 THAN INDICATED. 6. ALL ML IN El— DOWNS TO Tiff —VIN& REWIRE NOTIFICATION k COORDINATION WITH THE CONSTRUCTION MANAGER d OWNER. SM1T DOWN5 WILL ONLY EE ALLOWED DURING "NON - BU51NE5S "HOURS. 9. OWNER RESERVES TI£ RIGHT To SALAVAGE OR REJECT ALL DEMOLITION ITEMS. PHOTO "A" PHOTO "B" PHOTO "'G" KEY NOTES �I NEW 5" THILK ASPHALT— OVER 16" ROAD BASE 5EE DETAIL A/SD2.1 �2 NEW 2" THGK ASPHALT PAVING OVER 15 ROAD BASE SIMILAR TO DETAIL A/SD2.1 PATLH BALK EXI5TIN6 ROAD WITH 5" ASPHALT PAVING, PATLH BALK PER Lltt OF REXBUR6 STANDARDS THGK LONLREIE SIDEWALK OVER 6 LOMPALTED GRAVEL BASE PER Lltt OF REX91R. 5EE DETAIL D/ — OS NEW 6" THILK DRIVEWAY /AFPROALH OVER b" COMP—TED .RAVEL BASE PER LITY OF RE%L91R6 5EE mE 5/w2,I © NEW 4" THILK LONLRETE WALK OVER b" LOMPALTED . RAVEL BASE SEE DETAIL E/SD2.1 O REMLYABLE FENLE BARRILADE, SEE DETAIL Fl5D2.1 O8 NEW HYDRO -SEED LANDSCAPE, 5EE bRADIN. PLAN > FOR E%TENT OF WORK Q O9 EXISTING FIRE H DRANT 10 4" WIDE PARKIN. LOT STRIPING II 16" TALL "NO PARKING° PAINTED ON ASPHALT m 12 E%15TIN6 FENLE, PROTELT 13 E45TN6 LANDSCAPE f SPRINKLER SY5TEM, PROTELT 4 E %IST— ASPHALT PAVING, PRO T IS E%15TING LONLRETE WALK, PROTECT 16 NEW 16 "u12" "EXIT ONLY" 516N, SEE DTL. L/SD2.1 IT NEW PAINTED DIRELTIONAL ARROW 18 E %15TIN6 TREE(5)/5 q'S), PR .T 19 MODIFY EXI5TIN6 IRRI&ATION SPRINKLER SYSTEM AS REO'D TO ALLOMMODATE `EW SITE WORK GRADING (BY OWNERI 4" SAHRARY 5EWER, LONNELT TO E%ISTIN. LITY SEWER LINE PER Lltt OF REXHUR6 5TANDARD 21 ,�Vi MAN ROLE ALLES�.a, W/ TRAFFIL RATED CA5T IRON LID E PRECAST LONG. FRAME 6 BARREL NEW 2 }^ DLWESTIL WATER LINE ® NEW UNDER6ROJND PRIMARY POWER LIME. ELELTRILAL LONTRALTOR SHALL INLLDE THE LO ^T OF REWORK OF UTAH IOM AND SHALL LOORDINATE WORK BY UTAH POYCR SJCX TXAT IT IS DONE IN A MANPER TXAT WILL NOT HINDER THE PRO.E:CT OR U5E OF Tl@ BVILDINb ® E %15TIN6 POKER PoLE, PROIEGT 4" WATER LINE, LONNEGT TO E%15TIN6 Vl b" LINE PER CITY OF REXEUR6 5TANDARDS. REMOVE EX15YIN6 2" WATER LINE AND LAP AT MAIN. ® `EI^I FIRE HYRDRANT 8 b" WATER LIFE WITX CONCRETE THRUST BLOLKS, INSTALL PER CITY OF RE %BUR. < IFG, LONNEGr TO E %ISTIN. Lltt b" WATER LINE. © NEY1 6" DIA. METAL OILVERT b' TALL TEMPORARY GONSTRULTION LHAINLINK FEMLE NTH DRIVE THROUGH .ATE 2® TEMPORARY 6' NDE RAMP W! PLYWOOD ROOF. FLOOR 2x4 * 1, o . TO BE 2x8 b Ib" OL., WALLS TO BE ® 1616" O.G. 4 ROOF FRAMING To m 2.6 0 16' OL. HANDILAP PAR <IN6, SEE DETAIL 6/5D2.1 31 NEW 4" WATER METER SOI L S NOTES J 1. REMOVE ALL ORBANIG MATBiINS, EXPANDABLE FJR �O AEI �E� I AND OR WEAK GELETEWgS MATERIALS i A�BEM�IN6 EARTH UNDER FOO�IN55 TO B£ COMPAGTm LL OR UNDISTLRBED NATIVE 901E WHICH MJST BE PROST PREE. 5. ALL 9TRKTLRAL FILL 9HPLL I IE PLACED IN LIFTS NOT E %G ®IN6 O" IN LOOSE'IILK— A1P) COMPACTED TO A MlM OF 95 PEROENT OF TIE MAXIMLM DRY DEN91N AS THE A5TH PI°J.aT MEfXOD OF cd- IPALTION. ETRUOTlRAL ALL SHALL EXTEND AT LEAST ONE FOOT BEYOND THE EDbE OF FOO NI OR SLAP POR EACH FOOT OF FILL HELOW THE I-aR SLAB. OR A$ W310ATED ON SITE RAN. 4. SU ABLE FOR USE AS 5'PRIOTIM141. PILL ARE R LS OL FIED AS K 6P, SW AND SP IN AOCDRDANOE WITH TIE UNIFIED SOIL CL—NN' 0ATION SYSTEM 6RAWLAR FILL TO BE RALPD L'ImL4e THE POO�IN65 r!5 FOLLOWS. TfE .ILDINb AND FOOTINSS SHALL BE PS FOLLOWS. 6RANILAR 5TRUGTIxAL FILL SHPILD CONSIST OF A b -INCH MIW/5 SELECT, GLEAN, 6RANlLAR SOIL WIM NO MORE THAN 10 --II— (bREATER THAN i") MATERIAL AND NO MORE THAN 1- FINES (LESS THAN A000) AND PEALED IN LP.YERS OF NOT MORE THAN B -ING#5 IN THIGKIESS, IF THE MATERIAL GONTAIN6 MORE THAN SO% OVERSIZE" ATER THAN A ") TIE MAXIMIMI DEfbIYY CANNOT BE -1 NEb BY THE ASTFI bFIA11 D1551 IN THII A vCNSN MAY BE DETERMINED BY TwP IL MA, SHM ROLL ®A NEAR OPi1M�:M NRE CaNTENT TE ON OR bREATER BRA ROLLER A.F ELD DEHSIN TES SHALL. BE TAKEN AFIER EUNTIL P OF ROVER 55EOVENGE SHAW M EL DEN51 N 15 AOHIEVED THIS I_. . Imo. S Tr sHAL BE u D PoR eresEmY31 FIELD NmAC N rc -sTS. I 5 OYlffR WILL 10Y'!E9 P6EICY APFlFOVED TO PERFORM COMPACT ON PESTS b. ALL WATER SHALL BE REMOJFD FROM LNDAT EXOAVATION PRIOR TO PLAGiN9 OP OONORETE. DO NOT POJR co N C RETE uNceR WATER JI U rr. S /f r � , o ° d O lu 2 m SITE &RADIN6 PLAN NORTH PAVINO SECTION e WK DETAIL n DETAIL ON DETAIL DETAIL r1 DETAIL F.] Wj �C4 cK, A El d J - m MAIN FLOOR PLAN --TIN CLASSROOM L_ cfuxa KEYNOTE5 (D -- W—, .. (- OWNER) 02 GOAT RALK 5EE £LEY. 0/A .j O3 REMWE 0 REPLACE — W BRICK AT AREAS OF DEMOLITION �4 AT AREA OF SAWCUT — TALL NEW — NOBS BRICK GAP, MAT" — l" O AT AREA OF REMOVED T PAT 2— 12"11, TYPEX6 T . EA, 51— TOP o WALL AT- tarn . "M _. 4 � �„�, � H�vE EwsTll� aru�X Q n 1 ) T I M =1 1 WALL TYPE I CD KALL TYPE 2 Cwl) ALL TYPE 5 WALL TYPE 4 CW /P\ WALL TYPE r, WALL TTYPE 6 scAL —11' @ 0 —,DV,3 --. 1.1•1- \ZV — .--. AI .I Tv O (5 j—,loo? F 141-1. CLASSROOM �C4 cK, A El d J - m MAIN FLOOR PLAN --TIN CLASSROOM L_ cfuxa KEYNOTE5 (D -- W—, .. (- OWNER) 02 GOAT RALK 5EE £LEY. 0/A .j O3 REMWE 0 REPLACE — W BRICK AT AREAS OF DEMOLITION �4 AT AREA OF SAWCUT — TALL NEW — NOBS BRICK GAP, MAT" — l" O AT AREA OF REMOVED T PAT 2— 12"11, TYPEX6 T . EA, 51— TOP o WALL AT- tarn . "M _. 4 � �„�, � H�vE EwsTll� aru�X Q n 1 ) T I M =1 1 WALL TYPE I CD KALL TYPE 2 Cwl) ALL TYPE 5 WALL TYPE 4 CW /P\ WALL TYPE r, WALL TTYPE 6 scAL —11' @ 0 —,DV,3 --. 1.1•1- \ZV — .--. AI .I DIMENSION rLOOR 1-1-AN _ CEILING 5U5PEN5IDN SYSTEM j��, SEI5MIC DRAGIN6 DETAIL 15M G tWTAIE - \'J DETAIL 1A x�, ass r DETAIL n x A5 w ce DETAIL FIRE r:>MN(SUISHER CABINET DETAIL DETAIL to - aerAl� n DeTAI� NOTES OI F�JY &AILT -IR GRAVEL ROOF SYSTEM &-! AT Q MrAIL� ROOT PLAN — NOTES U NEW BUILT LP ROOF MATCH EXISTING SLOPE O BRICK VEEI�ER MATCH EXISTING O3 OONORETE RAMP E M SUARDRAIL/HANORAIL SYSTEM. 9EE ENLARGED PLAN d E<EV. SFICET AS.I ® PRE - FINISHED ALUM. LdNER, SEE MEGff. DW65. SoU7M ELEVATION NORTH ELEVATION WEST ELEVATION L I � exmwoix Rr4ma I L I, -.;, �,x,.ab.i`, u` .rn t`' i 1.J L.,i a y ti _ - �--�— ,�k - --= —�_La; tJ�.�r� i ✓1�� xov m.. v . e r 2 _ — ia+•ro' � a+n• sx• ew. m - I -- .�. - I xlsm rvierN- . �ncrasTCU �.u,�cx Nm. I _ �Irg v oc. I wslo I rr�L "� nrv, I _ - Flwa �Ixs ao. «oR� � � w• LLASSROOM I �� GLge�RppM rm I �w610 ��u t�sr�s Irz O I G.w O I �u'HU . rww rmrx ran I ,� wa -la Ip siwiciwx slFrmmrls _ �c fwa�remnLa m. b �' vaPoa aua¢y rmwK 0 vwxn rtco2 � re� rp�c�pi e � w J /— cu�aET PL 4 6 SECTION A oP� { =T xr zr .V —vuua Y � '1a• UY.;.. � t (, .. \.1L - .! Zx� 1 ,tk (.t 1 f1 J -� iS' �4 AAY�' lii, ..f m. G9RRIDOR >�. a aNUr rh -- -- YESTIWLE� _ u w SECTION Nur wu.vlx5 Nvinox D WYan�mNS.NOrti i rffv cow. RnrvT *� ' q sxii. vinv z A 'm 2 A N d w K A o alre rES�' O rau c v�cE eu..wa w.2 oNwm {i- nra olo.w. I ENLARGED RAMP PLAN VIE — 6� p � I I n ` h � �, �•w«6 — - _ I Rim IT � 1 I ° rt — I+ DETAIL a 4 � � I,I• A�, x ,, -- -� =_ __ —_ __ RAMP ELEVATION O . 1( ELEVATION ELEVATION — 75r Y Il : o0 0 O2 4 "RUBBER BASE 0� a" CERAMIC TILE BASE A 04 4" HEMMED CARPET BASE ZP\ �5 GOAT HANGERS (SEE DETAIL NPG,I) � PARER T.� .1 - AX © BRICK A � -Al— �K —T- 0, DOOR M=- F MATCH EXIST), 5EE DTL. R/A4.1 F FLUSH VALVE - � , Ib 3� B /p\ B F 0& TOILET rTl ELEVA E LE VATION ELEVATION 101 WHITE BOARD 4 12 MY M WALL HUNG SINK \t/ 10. — PA— nTUR. Al. I—H, a —L—. BRICK GAP M ATCH �15TI�M".�4•' HARDWOOD —M —T1 IS 4 "u4" CERAMIC TILE tea, DETAIL I6 FLOOR SINK (5EE MELI11 17 PLASTIC LAM{NATE LTR, TOP IN 4" APRON 14 J14) =\/ATIVN fPN —4- TING 5EGTION �I SECTION ^ 2 Ml� '"DITURIE MOINTIN6 No rH CO REST ROOM ACCESSORIES a tea, 14 J14) 14 =\/ATIVN fPN —4- TING 5EGTION �I SECTION ^ 2 Ml� '"DITURIE MOINTIN6 No rH CO REST ROOM ACCESSORIES DOOR S C H E D U L E i — a ° 0 DOOR FRAME DETAILS — — GLAZING TYPE s SIZE � o R REMARKS A Q Q Y Y`iOOD B BRONZE A A/A3.1 W WAS., 3 � REMARKS rm. rens 1 0 Q A 3' -O' T' -O" 13/4" WOOF STAIN - A I H.1H. PAINT 2 Q 0 A IW T' -O" -3/4" WOOD STAIN - A I H.M. PAINT VAS, F/A5.1 3 Q * A 1'-b" i' -O" 13/4" WOOF STAIN - A H:M. PAINT V-1 F /A5.I - - 2 4 0 Q P 3-O' b" T' 13/4" H.M. PAINT A I HN, PAINT C-1 F /.45.1 • -- 5 - 5 Q A S' -0° T-O" 5/4" W00b STAIN - A I — PAINT V-1 F /AS.1 b 0 Q A 3' -O T O° 13/4" WOOD STAIN - A I HM PAIN E'AS.V FJASA 2D 5 - T Q A I'E O" 13/4" WOOD STAIN A I HN PAIN EiAS.V P1A5.1 12 8 Q � A I' -b T I -3/4" WOOD STAIN A I HM PAIN E /A5:{ P /ASA - 2 9 Q D 3'-0 T O " -3/4° WOOD STAIN i M. PAINT E/A5.{ H /A5.I - 20 I 10 Q 0 9'-0 l -O" I- .°. /4" WOOD STAIN A _ - I H.M. FAINT IT 0 O A 3' -O" T -O" 1 -5/4" WOOD STAIN A I HM. PAINT E /-.1 12 0 Q D 3'-d" T' -O" -3/4" N.M. PAINT - A I H.M. PAINT E/AS.I P /ASJ 20 5 - 5 Q 0 A P -b' 1' 1" -B/4" WOOp STAIN - A I H.M. PAINT 3/A5:1 I. —� — 14 Q A I' -b" Tt0" 13/4° WOOF STAIN A 1 KM. PAINT .-11 1/-1 - - S 0 Q A 3b" T' -O" 13/4" WOOp STAIN - A I H.N. PAINT E V-1 F6H /A5.1 - 20 I - 16 Q A I' -b T' O 13/4" WOOD STAIN - A I H.M. PAINT E /AS.1 IT Q f A I' -b" Tb" 13/4' WOOD STAIN A I HM. PAINY E /A5.1 FlA5.1 - - 2 18 Q A 5b T'' -0" 3K" WOOD STAIN - A I HM PAINT VA5l F6H/A31 20 1 19 Q 0 L 3b' T' -O -514" PRP /ALUM FACTORY /1 A : ALUM FACTORY AF100 L /A5.1 SIM. M /A51 - - , - 20 Q 0 L B-O T O" 1-3/4 ___ LUM — /A FACTORY m A 2 ALVI'4. P A TORT L /AS.I D/A51 - - b - 21 Q 0 D 4' -O b -O 1-3/4° H.M. PAINT A I H.M. PAINT K /ASJ VA5.1 - I- S - 22 Q B 3b T-0 -3/4" FRP /ALUM FACTORY [21 - T6 M. PAINT - - 1,2 3,4 23 Q 0 9b - 13/4" FRP /ALUM FACTORY m A - ExST� xH PAINT - - - , 1,2 3.4 24 Q 0 B 9'ro T' -o " 1-3/4" PRP/ALUM FACTORY 0 - FwsTa xn PAINT - - - - T 2 y , 4 25 Q 0 B 3' -0' I3/4" FRP /ALUM FACTORY t2� A Ex 6 NH PAINT 26 Q B 3'b" T' -O' I.3/4" FRP /ALUM PAGTOI2Y Q A - Ew T5 x.n PAINT 1. 2 3 4 WINDOW SCHEDULE FRAME D DETAILS \ \ INSULATED TEMPERED — — — — o o R REMARKS A Q Q Y Y`iOOD B BRONZE A A/A3.1 W WAS., __ TEEL i.__.._— ANG ___ — E _ ____ INTELS G � I J v POOR TYRES - - - -IOC' g•T [NI IF PRAME 2 y 1 W-ron cLAD ' L� M 1 S 8 @ G PRAMS PROFILES nFE R '1��" fL -s xa I V / /cf1LF K I1GY. t axY1 -. � �� vE9ER W A/,xwa iv E HEAP q w „� I W�H M o JAMB HEAD _ _ _ JAMB q SLLn _ q s 1 El W N 9 O W TYPES #- , Nu.. a dam. '1 ®. �,,. sly zf:la C S, M JAMB a HEAP K JAMB L i JAMB 1� FLOOR FINISH PLAN $� rvuTGn exre-r. PETAL w MJ F I N I S H S C H E D U L E Q CARPET - 4" --D 5-E ROOM NAME - WALLS �j 2 '- REMARKS DESCRIPTION . . . - 3 - W > z 10 CLA55ROOH 1 1 P41 K 02 1'-0" NOTE 142 FL OOR courosrwx *Xs W WALLS X -1 Ri— CEILING REMARKS - 102 _ _ vi�K RM. __L_ F2 ___R_ 5:2 ___nL _ WI _ _nI Poi _ "I _ Al _ 62 105 m WORK RM F2 62 W Y WI m G2 I.-0.1 104 C-A55FZ00M_ BI IN[ NI WI IN r2 q'-0" NOTEI*2 105 mi _ _ PI _ - WI y4f N1 Al 01 - NOTE 4 106 WOMEN F4 B5 A5 `6 y,5 "I ol W-0" NOTE 5 101 CUSTODIAN F2 E A4 WI V44 hi of 5 NOTE 3 Ice GIRLS F4 53 ve 13 N5 m V 1 1 -1 .1 111 1 Icq MEN i 4 V3 - M V-5 N5 pst G 8' -O" NOTE 110 CORRIDOR 1=2 E32 1,12 M 11' CUSTODIAN F2 b:2 'Al N1 Al N1 01 'Y5 F4 55 A5 �15 IN5 m cl 91 ' NITr 0 113 CL. � n a H - I - A - 1 - Al A[ C2 W-0` NOTE 142 114 HBcH. RM. r2 32 N1 N1 A HI G1 - INOTE 4 115 NOR< Rm. F2 B2_ NI V41 n 11 C2 5--o" 11f, WORK RM. F2 52 Al HI IN Al C2 .-O�. III CLASSROOM - �F - - 51 Al WI NI Nil C12 q.-a NOTE 142 119, ,- Cr . t � Tliu - — 152 — 141 Hl Al Y41 cl q' - O" Iq HALL — r4 Be, A5 A5 ve W5 st I.-,. 20 HALL F4 1 55 N15 W5 m ye 01 1. -1 R— k T FINISH Lf= CARPET - 4" --D 5-E 12X12 VINYL COMP OSITION TILE 61— 5-B 6 CERAMIC TILE - 6" GERAMIO TILL' BASE ��' SEALED CONCRETE GENERAL S TRUCTURAL NOTES CENERALREQWREME PI NG sr E E R EP 11 RE TRIA FOU NDATION COST D E CONCRETECONPD ° COLLINS , pP INSPECTIONS 0 L D WOOD T . FOR, 1 _- _ST ABBR ��l Qt III IN IS P OP / E va 'NOW EFEN 0 I.IFEIGN01 TAT IT E .FPS s FEET sink NC AT ME 0 G ca uclEa. 0N5 Faa NG COE..PEE q' On ORT RP / THE . 0 / E NIX a GF PPROVEO BEa CanEluc TRro / T �' DIED, EEL m NB NAIJUL vOr "" 0000 Pan. OR LL NNEEA 5 B a n01 EXP CTLY ..HawN. E, CE RAL MI 1 TREIA Ii STAGE, REILINFRE naAL woos AxE PREF ML . A. R RAG. r.0 wqL. P s GE CEA D CIS 5 NELL 9 11 PEN n_ .t) SEE .N h.. wND L G oNCRELE emO - B.oRO 1111, Ill IETEEJ nOM,Oa BaoO En c,. E..TGn . 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OF I, OEUSM. c O"PP ncx ss N E 11 �< TS A' 2 To muT L- nr caP o ,PacN) I'll ED .1 AIIIATED C_ o F I - ASSUR AN I BE 111IT ON ITENTRUJITHENT 111L BE TIE REEPIICRI PC OF TIE 11 1. ( ) NA TnAT .1 _ LeNT L / ) oL 11111 IN RP s xo OAL TYP ono s. L NEC DvEa cENaAL DAPRR > A P> w NTN UNITS GO S AND N9GON R T ais PRIOR To CCNSfreuci Gx ATE IS 11FALL11, n aLPCtt AIIUDAIIE PIAN is III P E0 FAA TN S PRI- _ BEAT 05 SnNL B._ HI C 1111FBEE M THE GoINNING ABLE. (I, N.O PAC NI // HE EFFOnOn� x n s E s. FrvE Al S u, 1RAL GIC N. cwsTRUCTO x oN e To o ore NET 11 Ell THALL 11 XBROTHEI NOR .1 STIUCTISUAL INE 5111 1111 All 0.11 E Po CTNESS PIT ELI �oN E �Tw� Ali BASIS FOR DESIGN E 11 — R Nrv R NE, THIL)NC CcOF_...._ ._...._ _ GFA D FIN =EN CTOR) 1O. PC 36 cIf =ENN RC T. I IN TO a _.. rvL LOnP TIE TRUTH 9 (ixOT PERCD) Elli.l TEN.) DUE LEOsv I 11 lNED lli�l ,NUICB SPEED FI _ UEAN�ll IFEIIIIE T 9 . .> 11. PDT PIT " wN LATERAL TEARTUT _RESSORF. BAS/ T ED FAJNNT rill, AS ED IS I�LL N/A P FOUNDATION AUDIT n.eoaoxe Po Tnr RfIfaEPlceO ewlPwG cox. 11/ 11 TP/ 6 Ell Ell BEER I 'I RED IT RE, PANDEri. STRUCTU- AORUnILLr W6. aEaNTA LE OEO IU.0 L "GIRM (� ATE11L IF E0 PLBaAPF 0 CC..D (ss. OF I, OEUSM. c O"PP A E ' _ - E 11 — ` OIL NIT IT1111111 ILI'L ."'IN IT Ioo 11ING RAN O a o' RR LCIIII INTUREEN or THE 1IFFELITHATIN BID THE __— mnanL Y b TfBHE INSTALLED 1ScT[ e' IEIFFEIG 1. or NEIRED U1111" AA C.�kPi APG E E I.RATFEE ILE R LE Ill IONINTIONFIC AT Fm IIN TLIPERA IRE 11 o' B L I P Po NE o NGDPI`M' 11 ,1 1 1 1 PE A T E RD 01 Poll 01 OP PI 1111CANIE A,1H THE 11 FIT EN. All SIR S�ECE END IT11111-11IRS T ED T/2 , x Ill 11/ 11 TP/ 6 s xmw /A El. 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A 1 " 1 ' 1 ` TBl1NI OTILL RE ISITENESTELL TEN THE IIIIAL 1111 IF Ill PRGP uPTTEN a Pamu IF Taus> Em. - TrF Ein w/O s VERIFICATIO AND INSRCTION CON r TYn NPLP. IF 0 PO EAT IF DUCALL PERIODIC ` OIL NIT IT1111111 ILI'L ."'IN IT Ioo 11ING RAN O a o' RR LCIIII INTUREEN or THE 1IFFELITHATIN BID THE __— mnanL Y b TfBHE INSTALLED 1ScT[ -_. i IEIFFEIG 1. or NEIRED U1111" AA C.�kPi APG E E I.RATFEE ILE R LE Ill IONINTIONFIC AT Fm IIN TLIPERA IRE 11 o' B s KvORGE�IE _.. I Ell FIAT Po NE o NGDPI`M' 11 ,1 1 1 1 PE A T E RD 01 Poll 01 OP PI 1111CANIE A,1H THE 11 FIT EN. All SIR S�ECE END IT11111-11IRS = LURE ELDEFFIX Ill TRADE] ' E" " �, 7 U H L 1 ANT N NUALL RIADE IS TO (GRIND 1111 B 1ITT111 I! ' I " . caN 5 ' PE.. c m cc xo oN / yen o ncs�c _NI I xwsE ' Nm � SIR a e NIT ILE ' S HE nN 1 1.11 PsL NE wLU N PPE F 1 sot Ill k (PERPEEEmua) Tw P RE RNA F, FIISAU SEEP 151 FA Ill Ps L" IHIL. lave f TO %.6 PxOPERl ES. CPP CZ E - K) For To Fb 100 PS Fc FPERPEN —L,R) BBC as R 11I 2 P MAP LOOT Eir fcUU[s PIN Ear" PG ( F, - 000 Psi A Fw NS I E GAIN II ANINITIES ( N ) r m w CIATHRER Pom s - e - N' I IN IL11111 MAY RE 11 SEES Ill NIA11111 IIN" F Nan xAL, Tht 5 SPAN Pat NG AND I .LIST INATAIN III I. 1 11 EF ILL CINEIII Ll THE To cN Ma/ I ` IS A.v RAT NO 1ScT[ FNf NG B AAN T ED T/2 , x Ill ON W / 11/ 11 TP/ 6 1, 11 1 EI C)B ROOF E /PG 7 1P BnP Y HP RE IFFECIL IRE ITINER ENTE. SIDE 1�r IN TO IFNE B.4 b' wE, FE" IT 1E.1 %0 FREE IIIER RLYCVUEEDWEI REAL SHEETI PRO CE w / Ill l EET EnTOU aF S NEET NO. SHEEi11RE cc llo Ell-' Ill . S01 GSN SIOABBR MDFA 'UR E W EST BP CAT R SII FOUNDATI�nI PEAN ENTINAL, US A11RIED IS S2.1 , ROOF FRAI PLAN -.. zEO 70 SXLEAST 111 TYPICAEOETAIES SA I FOUNT)ATIONTIETAIIS E / Ns, D P ROOF TWANG DETAILS "Pill IIHEXG "B w_ B Luc m N ax ARE aEPVaI w/ AoEnmuAL SIXIN CIMIly 01 >ouvnLENT w/c BOTTUOB PLATES RISING x CONCRETE 'EUTERGOD N CGNC.eEfE f IIND 5 / an z OR AS OISI L - 3CTHS SILL BE INSTALLED ,N HOLES TDREP w/ A BP T /IE wm HA D ALL 0. INSTALLED N PRE PRIIN NO TI BY TURN BE A iPS 'FAILL BE AS C O T C7 mN� 19 wL 8 'L� 9aH ISE �) F u (rzE�H1552 & RP GL PB Pjf�i ' 11 LIAl -APITI 11 ED TO Oil TEN S. E cATOn. L "PATIN, Pa aUDnoxu ErXIE.ERUG AL 1AHAF TURIXITI 5111L BE mPERITS ,EREO N ACC >,'m mcMem n YL/ Esa- 3BP 01 AN EDIED TONAL NK�R: S ET s B in >� [i7 �GO z Q No 0 suLTnNn, ©w ¢� 11' IANIPAL AN ENID � raP —1, INNIFIDER �l ATP �A RE y _ 111 ) I 1 r g N V z V n L c }� v c k o d a � DR OWING N 0. OF R 11 INED 117D G C I 11. N O �u (b)p os „ AT uP wEaeu�.P ca= naucruRAL sn.0 o ADEaUA,r me N DO TOO EExcTns Ill- INCTLEIIING HINSEC IF' ' 11 11 All DIN FOR THE 1. NUICI 111r ITR "I'll NiORENO AN ��I B"B", IR PAUL 11 ".1' —1 FIESTES FAILS, IN. 'NO Ill I I (D wi - - -` F2O - - -- - „� „, '� - wEZP -- - - - - -- .> -------- - - - -- j / O ( ' ,TZ. — EIT wALLS B6 FOOTING & F OUN DA TION PLAN FOUNDATION PLA NOTESf NT uu.,s xnu EDOi xcs SEE IMTNQ SCIEPTLE TIN - ,—T ASSOCIATES 5 TN�s ii nt ARE BR T A N FPRLANN M -2561 vERPExOicu,aR " O L D m [uinEK SEE 03ni B /51i. ((fi�e tin 1. �/Sil FAR FoUUOn..ON -11 ON iHiS T, SP RVALLS AND LExGYH SPEC6LU 6Y AQNC. SEE s A T L E TEIEEI nscL5 $HAI L RE —11-51 AS M ®nPE SlEARWIL, UNLESS STATE OF kDAHO 1 / , _ / - t E SHEARwn . MOUSE a/ 8 %z RATE - Au scw PL<. > " a T - PRIOR 10 SONS cnON . Ru. RcsoLYE MY c+scnivaeaES VIM�iH[IRM -1 � faE Ar A$ e IT LR,POR 10 SP WC91M OF ALL INS RIS 11 STAN ADD A11111I m 8 �� TO L, . .ET ,- V 9 HE OSN. MT Y -WC ON 11TH TIESP PRAIV 11 AL ] /s.. ND ¢ W U C p za Y11-11 11 III Ell RENIMIA 11P. A1111 rn � a o 0 T 1� 1 I� TY ka J J : a J 7 ` a. — PINK o acx�mom n�sxwwau C) k O S'rau HAL �oNn t m o T 0 .l.D "1 Nat (R DRAWoHG 10. o W � Nq � 9NH' _ t 1 -2r� �I.I ®,..�. 06 ROOF FRAM PLAN NOTES Px () no () 2 EA N 'll Ill. C _ rvwcnTES NDNTSmuITUNNI nn -ts, 11. 1— .are III o. OH E�J'LC ox tna .,nEI AFLS 11 IsNC" EICIDFD V sxnaxe, I 10. OO, - .. IND�CA,E xLA1. aR REATElRR. SFF sETTEWLE III SMEEl. R CAI NXITCS — W W xNR 5 1, IRTL III FEET. T NJIla orenxwi� L eL (GN TRUCTED AS au (Jn c sxE —AEL, UNLRE 11. FACC EN PO os s All IN RIS AT BEnR NG IN- — (t) 15 CIJP IT CE "'r 9 t D C i, a0^ I R "IN111111 111 11 I'll O I) C 11 L s USE., 0 RpxE O E BNtp F 5 0_, C Rn DRS OPt oI_ L SSES xu' T v5 A LRISS OR STME SET EITALL. -/C- —ER CNIFlECINS 19 25ib D URER D S P DE SZE OF NDERS oR TRU5CFR IINACT t, ALL ARD 20 ILL I GELS '1,115 IND 711 QNNIEITI15 11 THE III ANN NETILS All 2 nC s EN[R sw1. BE SI L.Fa n x0oo S PFR eo 57 unNUFnct�t.x x d Vet V1 "S a i �iw t I m z= Es® A I 1 -Tw FRa T � d e n F p (l-2t � i — ��IV 51 VRj t o In a Z J 2 � D aDRFRS ® 1 W a _ W , a C _ rvwcnTES NDNTSmuITUNNI nn -ts, 11. 1— .are III o. OH E�J'LC ox tna .,nEI AFLS 11 IsNC" EICIDFD V sxnaxe, I 10. OO, - .. IND�CA,E xLA1. aR REATElRR. SFF sETTEWLE III SMEEl. R CAI NXITCS — W W xNR 5 1, IRTL III FEET. T NJIla orenxwi� L eL (GN TRUCTED AS au (Jn c sxE —AEL, UNLRE 11. FACC EN PO os s All IN RIS AT BEnR NG IN- — (t) 15 CIJP IT CE "'r 9 t D C i, a0^ I R "IN111111 111 11 I'll O I) C 11 L s USE., 0 RpxE O E BNtp F 5 0_, C Rn DRS OPt oI_ L SSES xu' T v5 A LRISS OR STME SET EITALL. -/C- —ER CNIFlECINS 19 25ib D URER D S P DE SZE OF NDERS oR TRU5CFR IINACT t, ALL ARD 20 ILL I GELS '1,115 IND 711 QNNIEITI15 11 THE III ANN NETILS All 2 nC s EN[R sw1. BE SI L.Fa n x0oo S PFR eo 57 unNUFnct�t.x ROOF FRAMING PLAN _ : __.._...- __._............ I� ASSOCIATES ' '�, ex xr a. NcFnxuxo nR -zsct �. STATE OF IDAHO z� „anE E3< H C En z U V� 1 7 Q o O COFISULTA ( ml (. J (o) )) Iv Ixe) aft ns 'F 1 u 7 < ° r lA U Q Z z � a F O c "AWI E NO. OF V1 "S a i �iw t ws s®� mxwa O � � t ,( )sit 5ta3 � d e n F p (l-2t ROOF FRAMING PLAN _ : __.._...- __._............ I� ASSOCIATES ' '�, ex xr a. NcFnxuxo nR -zsct �. STATE OF IDAHO z� „anE E3< H C En z U V� 1 7 Q o O COFISULTA ( ml (. J (o) )) Iv Ixe) aft ns 'F 1 u 7 < ° r lA U Q Z z � a F O c "AWI E NO. OF R4YNoI L S/9 OR i/2" SOLD PLYW r, 11-GO ITCOL PANEL ] BE1PLtwVODOVAREL AT .1 EDGE 4. ADE9UA E LITERAL STRENGTH DE 9 -11 . FRAMING AT EDGES Po I ELD PG qi CORNERS PER MFR A SIffA00D E SINq "BID, .HIS BLOCKING TO BE.Fae INSTALLED PER GETALS B. BLOCK NG AT TOP EDGE TO BE LERBGL 9 WH N., L IT MG S N W AY a oERRp s ®OR XOR ZONTAL c POE R F W M NTERAL T O Bag $ 1 TIGHT CONCRETE FEEL SEE 1. CA JaINT DEPTH EGUAL 10 PLAH GRETE. WAIL S. IN / SIB BmMAD., 1. CgeP EED SUBGRACE PER I. 1 1. PLAN ISR FOOTING 111 9, COMPACTED s"BGw�tlE SEE y x B. �NF�ro. r L ° T ST IN FO T SAW CUT JOINT IN C SLABONGRADE. ° ALnG W]iNre°µo 4B TRUSS BEAR6NG OR R RDER NAI TOEL 3 Be BRIDGING TO Si _ 2 CE, I BI4 AND gfa fr 0 T N STUD II S e ZR XS AND sruT To SALE B9 ro xA »I )I TM 9a F DOUG E NDS AOE 4- E ro TES 1 11 1 C L I I I \ 3, MININUM HNISHED BEND ow TOP TE D TER6 C B 1 -T S AND 11F4 M I e // DS NBC GOU IT W GO T ER O SN 0 AI 6tl / E E d FOR I' (]1 149 XX CEILING JOISTS OOERLP� RAFTER FAC CCE AL ._. - —.. — . ANOT e - BAR OIA ESTR IN 1 . HE ALL REINNRCIMENT SHALL BE L) '/ o 11.111 aN PIANS oP BETAIS A MH MUM w m uxc s meD HEREIN s BE PrepvlDm UNLESS NOTED oTxERWSE ax Bi F' COMMON OR SENYE Go MCI OR BO% NAILS nMY BE USED. 149 NNIS MAY BE B. NNUNG NOT NOTED THERWSE SHALL BE PER ITS TABLE 23049,1 uLOTHfRREINTORONO NPICAL SHEAR PANEL BLOCKING MINIMUMNAILING SCH EDULE /n STANDARD REBAR BENDING DETAILS IE STM EM1 END OF UPPER LEVEL 1- L ERE RAGED 0 S, IITLL ON s uD - NN B GTWNG AT DO BE ST FULL N 11 p � y 1. DO' F �Si A u WILE55 " NOTED OiHFRWSE ON A FA C E AT 6 GAN DBL SIDES W/ A ALL E AT PM1EL EDGES PER SMGRWALL RAT, OP SOLD, ER NNLS AT I REoo ° Im" I OR STRAP 5 0 G L R OWER -1 AT IN. C =WALL WHERE N GO ANGLU B TO CH'Al LTO . U .I LEE Groh UTUS a s LL PIrz "ELD 11 1111 11 PANEL EDGE52 R EEAN Ai x A P VRLICA1. STUDS AT 16 O.G. PROVIDEQ IMPEL SNES IT SCHEDVLLE 0 WHERE INDICATED ON PINS WWILLLLON£TTNG PER INADS O, A "E'NE srwa Z , t sxE 2 SELF ILE PER MWALt BEER N LE Q 'I -1 SHGIHINC As acuas ] OFFSTIMP 6f III " PGx III LOU 4 , - L GCENAL AT I6 O.C. SiA CO ERS 0 a AL (Au) HFM SH..I MA HE B PTnx. o ERWISf ON { ro wgcER STUD As N wH. 3 1 B. III FACENUL AT 6 °.G. 4) ttJRSHFATHNGAT YNI T G-"`TE WALL w/ 'Ltu PER 2 muNTGOON EGH Pz AN N D U PIANs ww IN 'E' TYPICAL SHEAR SHEATHING AT WALL INTERSECTION _ PLAN- TYPICAL CONCRETE CORNE cLICE LE NGTH, SEE E LATE 3, NATO B WE SPLHIC LOCATION Si GGERES) SEE _ SCHEDU BEIRUT VER A LL D ED B EC RES °GOT P A LY S ITEAOR IENGTx oFwAU NDN asxGePwrALS ELL Top IBf,wfEN BoRNbIN, aER zD 169 $BtElo SIT LflIuoEB NoTEx LAP t 0 AI TGA REINF D kAitN 24" 2 # DOWEL TOMATCH FOOTNG E N ORCEMEN BULL 24 2C� 3. PoMPAGiEO SuBGRADE, SEE GSu OUT ACT A ISO BE OS SEE FGVIJOATON BLEATEs TYPICAL SHEAR PANEL BLOCKING (IT1 TYPICAL TOP PLATE SPLICE n CONCRETE. FOOTING AT CONCRETE WALL. TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING 2 REVrvoas t. CONCRETE FOUNDAT SEE f 2, RII S EE PLAN 3. SO SDBGRAGE SEE C - 4 4 RApO BE Nollz A N 1111111 11 117ATII �X `f N R AT ST. LOCATIONS z n RADON TUBE INSERT IN FOUNDATION I K .�tiom si2maz% ' ITO LL Y RAO>EOF IO�q to n �J.,�� ASSOCIATES 11 A FAFLAND AR -2541 E.IIL 11 STATE OF IDAHO ur$s3< gel LZ a V FF �� Ua Ar o � ". fx. SR xesl Smz oe lUPRUl 1.) —11 znel x;rz�ua m -,ass L E tt F Q � (i W � u 7 ♦� 141 n to ` � z d5 U . d D �i W W ` ,I u � a n DRAWING N0. • .s. OF T, ' SO STUD — FRAMED I6" D.C. SEE "'M 3. DUN LFITE ON o-1 E. PIrN+ +. CE°N PACTED SUEGRADE, SEE 8 PuN ANp SCHEOV�E SME 6 S bee' IMiO E %PANSIDN cHOR PER UJTCM PLATE ECHEOUI£ TO FpEUNCpTION ¶OM PUiE ] ARLN TTIM, AE OCCURS SEE C BRIO% VENEER, SEE ARCH. � 9 WOOD STUD WALL AT FOUNDATION I ETUD wALL HiAMEO AT I6" OC., SEE PUN 2. COM 2� SOL PUTE S. CON pIETCE SUB DO GRADE, S I C.—C SURGIUCE, SEE I 11NI PuP SCHEOUE FOR 'QE Al MER, IS 5 /BYK10' LONG AT PER ]. wAA, EHOATHNG, SEE PNM SHEAR— SCHEWLE 6 ' 8. co. 1- OT SPACED S. p C— AT I6' O.C. ] PI,W Al SSGxEDIFE FOR 5 52E 1V.1 SCHFAULE AT S 'HGRWALLS AND 6/8 "'l LOMD AT +8' D.C. M NCN 'HFFRWALL AREA' 4. 'TONE VENEER. SEE .GSN FOR IG. (I) DYER OF ] /i6' pS0 LOCAiroNE ANF Nu wG R— REMENTs A WOODSHEAR WAIL AT FOUNDATION �1 WOOD STUD WALL AT FOUNDATION I, uEarwu oowELs 2. T -6" VRLL x EPM ga DOWEL' r/ 6 OF EMBEDMENT. RE IF�ORCEMEIR�NR WAN.TIN AMID PLACEMERR T. COOT. FOUM—. 5, HOR12. REINFORCING. EEO 8, NEVI APP -C AB LE E EF0UN0.IION 6 STUD wA DErAL I /E41 3. 10 0 Ni RETE w/ (3) HOS + k < AT 1R o.c. 3 GCN P A�NO SPECBGRAOO. SEE IINT e CHODU F 520 A ° E Ok ND FOR S III T ]. — —RK, SEE ARGH 8, BRICK VENEER EEYOND, SEE ON 5. NEW FOUNDATION TO EX T CONCRETE SLAB AT FOUNDATION sum J w s�IF S. :.E t ROOF SHEATHNC� SEE SIAN -M z. TJW RDOF aG STS, SEE auN _ 7r—\ .1_ a. GussET P-C m. �� DETAIL exu�O�s�ws IOJ NAILS AT s° 1. ROOF SHEATHING, SEE AUw 3. TJW ROOF JOISTS, SEE PLAN 4, EST NO TOP OFSH ALL OF ,P,ATHINC�O 5. DOUBLE " ", PUT, I . WOOD STUD WALL, SEE PUN ). WALL SHEATHING As OCCURS FOO NOT[: HERE AFEUOABLE SHOWN N THIS DETAIL I� ROOF SHEATHING, SEE. PIPN 2. DOUBLE S. i0P PUTS 3. T. R.0, 'GISTS. SEE PUN 4, WOO' Sn0 WALL, SEE PU 5. wau SHEATHING as OCCURS ]. sIHP50N 11 . EACH pULLODK e. 1x4 MT 9. 2xfi N—CK, SEE PUN 10. FL EDGE NuUNG, 10, ® 6 �� ROOF AT WOOD SHEARWALL (�l DETAIL ! n — .J eo �L< _. Fs. ins; ExSTINC OW ®FACE OF IE 1. ROOF JOISTS, SEE PUN 2. (E) STRUCTURE SEE T-1 4 — -- J. iJW ROOF 401515, SEE PLAN — — — 3. w0pp SHIP WALL SEE PUN 4, ROOF SHEATHING, 1. PUN 4 ROOF SHEATHNO, SEE PU N 5. - ANSIDN JOINT, SEE ARCH J 5, BEVELED DEL TOP PUTE DETAIL �1 DETAIL 1ev (E7RSTRUCiuRE 3. [wla vguSER, SEE AR, a, WALL SHEATHING AS OCCURS Ei ALL, SEE PUN EX ON BOLT W 2 OC, I PRO TD F E %6 , o-x B r DETAIL x LlCKINC Ev T1155 z. z wnLL E IN . As C —ES. CH 4, SA A 2 SEE ARCH ML . R GGERS i N C P �oA i 0 FROT 00 z C' BFARI NO 6. R00 PLAN O IGE 0 ) A ® a EACH O� 6 R C LE . E0 6 O.C, 9. SIMPSON HS O EA. OUTLOOK to, BEVELED DDL TOP PUTS il. EGTION BY TRUSS JOISi, �DEBAIL Iz. 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Aswcn E ` y VV ff 1., 315 sT y s _ _ LO 762 � e3za4 g,E PHONE M.) 21.t 060t y�f SU6y p.) zaa oszs PR 25.2no5 wme 05075 ELEGTRIGAL 5YMBOL 5GHEDULE L � FLEGRACCENT FCTORE ® FLUGHESCENT DICEi Gu HT (11 NOT SWITCH) ® 111 111 ( 1 11 AL HAZY -NGS) Q CEDING 0 N E RRE N10 iUWb ORIENTATON. TELEW!ONE /DATA G,fnET Q .V. uiTfLET $ f eMIWNORK NOTES: $' E—IRI PAN nMOR SWITCH (0 - MIN) A L 00% I SIKH.( -TAU TA , (taAO -I'D) $' THERMAL OVERLOAD C%OtCT LIGHT PLOT $ —CH ."". — EOu B_ °RDIN4TE ONES HEICHTB.1 Q5 OCCUPANCY S SHNI As WALL STOPPER MW 10001 SENSOR To CI) PLITUELECTAC CELL/—CH T S% ARCHITECTS H,,- N- TO It151RE -1 ,,,E LL NOD FALL 5�d DUP RECEPT1 (Wa= RF, CFI -DING FLT) (s =suIGE sUFFRES C,.M Ic B ISOLATED GROUND) * 111811 111LEX lET (4 -PEE%) DISCONNECT 11— F =F m <' -0" MAIN 1111—IRD R. -� ,FiEOHOrvE / �A 11111 AS 11 JIL CO) (°R AS HOPED) Q eeu _ aP TO BE MgMTED AS GLOEF TO JAMES A5 F°RSIBLE. E SH AWING NGT (ON THE OWN) 11CHAN11 11— 11 11-IL C-11L JUNCTION T Qi 3/4 - CONDUIT W(FULL CORD TO MECH, U . H STRIP SENSOR - S MECHANICAL A W M OF ANO DI I C 11RD . 111 1 D. b sED,ywLraia 0 FAN MOTOR ITNELEGION POINT MOTOR CONCED101 POINT • "ICE & CK DATA OUTLET 11 ;E ;PTO Aan BLE OPEN' N �DRRID TODU 'IN CATO ® 4 SA -TH SELLE WTH "F' CONNECTOR CON, 0 iM CONDUT wI KE ALL TERMINATONS AND CDORNN CA S{, 4 11 (BOGA �A t N9TALL A /2" CONOV i Ta FLUSH WALL SEPARATE COUTNA11 EIACT LECATION BY OWNER IN FIMSTED R ddR ER CONDN', AN CONDUIT AND PULL 1111 TO C / HER BY AIA i... I N ��II�K it�iwieikz�¢tvA All A811F LEIRIEN 1111R 11 GERIF1 I N NOT LE - SEE ME A s FOR CONDUIT DECTN ATION AND ROUGH- INBO% HUDNING ORIENTATION. ,HERMORTATq MLHANILIe 5YULET Q $ LI6HF'SHITCM � VER,F1•NIIE -T � cTmvEMENCE anET N10 iUWb ORIENTATON. TELEW!ONE /DATA G,fnET Q .V. uiTfLET $ f eMIWNORK NOTES: A AJ.. M4UMtNB IEIGHtS i1'RIGAL JM-EY NOIEJ dil&RYil5E. B_ °RDIN4TE ONES HEICHTB.1 MO.MT VQtT CAL OR , ARCHITECTS H,,- N- TO It151RE -1 ,,,E LL NOD FALL 5�d * rO , A, Td MATH EXISTINB OEV GFi MP) .' iA °IYrE°1`J / EENM!°LABINErS,BK 5PU51E5, OR MiERFERE WIHI YUJNSGO,IN6, ET4. <' -0" * R. O ALL 5WILET. AIm THERHO TATS (°R AS HOPED) Q eeu _ aP TO BE MgMTED AS GLOEF TO JAMES A5 F°RSIBLE. rzoINArE uL A NN , Ek AFtLHITECIIRAL PJNS ANp DETAILS . $ GOORO E I ONTEET NAT LIFM `iNftGH IE16FN5 WM AFGNIIEGMWL HAMS -6, (at AS i✓Dr[ol %% 2 DOTING A.. TILE HCRK SO AS NOT TO FALL MOHAY IN FMKHe. TIESE FIMSTED R ddR i... I N ��II�K it�iwieikz�¢tvA TYPIGAL DEVIGE MOUNTING HE16HT5 DIAGRAM NO xALE W rtu TDO E of a° T oR R T�,TEN«I 0 - 1 BP4K OF s.dvE YYT HAIKEI ©p W —1, M 6ROUlpEWpL CR t COVER PLATE t0 BE RID SRAEH NOTE H. 'R tHlii REGEPTAGLE MOUNTING DETAIL NO SCALE I� L /IN2�e.�4 -xz PRFAKIF FAI�i :D All X AD E%IEiING ff1 ,A, i- - ayp ho I MAIN I FMIH- PARTIAL POWER R15ER DIA6RAM NO STALE T}Ai , HER BT F:ELRIWd OOIJ,RAGTOR M1°El£NOAHi OF GEII MI6 —HE EYAI PEAER SJFnLY WCNVIT FOR LEY 1. OR HALL "f — AGarsnc CEILING TILE ) REGE55ED L16HT FIXTURE MOUNTING DETAIL 0 uALt GENERAL NOTES: (AL 5HEET5) —I LANE � HF— 2 =EM ,FAG SIWL REFER MKHAWCAL CrzAW Nh Fta FYACi OF ALL PDOTANKCAL PGNP ATE, EL�CAL � 3 . SIR EAR FEn IEt ANT ELENTRE ABINETS. 4 FxNRE HECVw AL AFTER MLH4MGPt C fN61 M PLACE ApNS .. 9nPETLS KITS A, -D, 5 ARCH TEGITRM1L REFLECtE1 1EILN6 PLAN FOR E✓ACTFxnARE .L N6 ttFER. ETC. 6 TB EII XnAtES WALL EE SRfM1IRD WILE VN pE ANN ELHE N NMIPSS END ,ND. UNLESS INDICATE? onERWISE. ALL CONCRETE PADS. RE.M., ON ALL R �TFI.,AL RSIIAL .4t'ne•AWENT CA-1-1 LE AT taA591YEFN HAeei -, ° ,oDXRFRAHEA — BLE5G TTd mEa�111 °O GP 1BE FLA II -,w GRT ALL LIGHT F—E,, T— GF CD- 12 - , HALL OBTAIN ALL AWLICABLE REMPITS FAR LI$ HONK ANN FAT A5-ATOC I 3 MAINTAIN 2< -MM CLEARAWD FI G„ 11 G ° r1° S G ANN ETA TR°WG —11 FT io BI° ANON W'MK �TIBA� FABIRS Al TI 1— IN TNC BAR em in AaSNAYl3T M.u.NI^oDAIE rHESF (glmlTl°16 t1.rTliNrv�GRaIT IN 7 AS= 6 umE sY G, V - - EL COCwGMA TH A 1E MET WrRTTr GLEE EL�LCmt CONIR. BE RESPa BL A NAL I UKE 11 � D �hlE �1oR T�rzK S �sVIALL B AwROVFD eYT AetH tftTl ypIUL PAYNE r 000 e e�+`` .,,I I b�i ` z3z�a3 m. rroai zC H5, LIGHT FIXTURE 5GHEMLE TYPE DESCRIPTION MOUNT T LAMPS < MFGR. CATALOG p NOTES F1 i i � T {I �. w I1L T l NIOFEN J -t �,4 FIA "- E�FIFIx,xREE TFOR WNEGVLNE. zJ 1 '_ F2 1. <3 — 51RFKE A I{{ A1 I J � rex If 1 U �i F3 a�sa�E�ra� -,/ I t 1 b a 1111 F4 1 bF F5 rs E — Ne., LEI FAT - T - - �� - - - -- — Is ��N F6 Er�Na,� wxslm - F7 o . u� - ro�ruo FRaf -_ _ � � nw:u. b v 1xcu� N an rw�F F a spa @XTNRE NOTES wExM —F1x FE 1s E—P 09 NIIN n — OF S 5—ns "FIe.TNE, INOIrarES . .... "Enea�.NCV ru rnur --" TO rows` oNE t<sv wax NEa FM Ufr< f No wI 1—,— ro eE x m ON AN Ll—Rie .l lnMFa �avlce Faaax au.I. 1. razwu ENiwN Fl— Ca , rrurFOroeEwuswircre�- KEY NOTES 0 -1—ToDIE 1NN—IA " FIx„r� wFN NE swlru�. rixrwES - cax�ecJ cEn,ce:rlw was surcx ua,� rwo rw �sim -W:J rv�l. o-e�wouS SlarrM,am r�orr� -wws wrr rNE o>xEN suu* 0 Rratte iHf3f cIkLNNE N❑I wffmoI ad¢ IN G.5i. 14. 1. 1 MEGH —' MAIN FLOOR PLAN — LI6HTIN6 y �oxu � pal LLO � D Emt cwx PaaF�uq Wln 83301 J DO EPN� faltalol z33sa35 fax (xu�) -wN5 _ J r ®� F3 F i i � T {I �. w I1L T l NIOFEN J -t �,4 NY I Fz zJ 1 '_ t A I{{ A1 I J � rex If 1 1T_ f 2 _ -- y lal -,/ I t 1 1111 A L-1NM1 U3PAK 1 NI MEGH —' MAIN FLOOR PLAN — LI6HTIN6 y �oxu � pal LLO � D Emt cwx PaaF�uq Wln 83301 J DO EPN� faltalol z33sa35 fax (xu�) -wN5 MEGHANIGAL E PNIENT E 5GHEDULE 5 A � V L� o HP. � =�i■�o n nn ..■I■0 IL.�Q.- sir - 110 .■�m ■ ■ mm� m ®m ■ © ®mv© ■ ®®mum ss . ® ®m IMP MEGHANIGAL E PNIENT E 5GHEDULE 5 A � V L� o HP. � =�i■�o n nn �a sir - ■ ■ mm� m ®m ■ © ®mv© MEGHANIGAL E PNIENT E 5GHEDULE 5 A � V L� o HP. � �a sir - 9 1-- YNE MAIN FLOOR PLAN - MECHANICAL 1 $GALE: MAIN PLOOR PLAN - POWER e Aye. us•.,,r N / SPEI NOTE LoxoV 10ORGABLE RO GIALL BE ETERMIOF, Hi THE AL"F "'TNS. i0 MEE TNEE IFIEO GRAN PND AVIHORm HAVINS JMlsown�. o — A W21YTai LE IT. OF @ A E N A W A OF AA S Tiff A L To EFD SYSTEM. INGllDE WITH R- CRAINES EMITTAL TQ EI✓61IffEk, MIL AL INITIATING - GIROUIT RRE—NK 5111EN LGW rtAMR.R SW LKT. RETw1EANrvwN,— RLUIT - 1 EQIIRMB4T EAN — DONN BIROff LDER GIRLNIT TO 1BEPHONE BOARD FIRE ALARM R15ER DIAGRAM NO 5GALE FIRE ALARM 5Y5TEM NOTE5: I. W M1bT ILL ALL 4OO F A' SIGNA G L IF GAT THAN ibN W NOT / STROBE ON F SINGLE LLA55'L IR, i ExGEED T OF NO.14 WIRE IN ITIE TOTAL LWP. 3. — ALLOWS — / ETROEETOEEMOLTEDATANE15HTRANGE FEi4EEN.. TO W ABOVE FINISH FLOOR THE PREFERRED HEIGHT IS 80'. IF — OONFLIGTS WITH OHR TRADES Ot— MRNIZHIMG` LOCALE AS CLOSE TO &1" A' PtrYI" H T EYLEEDINS I - ItlRN / STROPS IN A GOM-ION ROOM OR LINE OF SIGHT SHALL BE LOLAI® AT A COMMON HEIGNT. 3. MYTMT %W.L STATIOI5 Ai 4648" AFF TQ iNf OFERATINGHANDLE To ADA" IREME 15. 4 NO GONER THE FIRE ALARM 5YSTFM TO ANY DEVIL£ WIIGH HAS A PONER HELD CONTACTS. (FLOW, TAMER, HOOD SYSTEM, F- DETELTOR, EEL.. FALSE ALARM WILL OGO&. S ELEORICAL LONIFAG OLALL -PLY ANO OBTALL CONWCTOR 011AMITIE5 PER FIRE ALARM 511TEM SVPKIER, AND AS PER NFPA AND NEL RECUIREMHAS. B. FO NO INSTALL ANY 5F OR NEAT DETECTOR WITNN 3 FEET OF ANY Al. El— T, DONOT —FEFT ON— —E DEVICE RUN.W NOT EXCEED I]O DEVICES ON ANY ONE ADGl2FSSA&E DB/ILE N. A ALL AIR BANDLINS E EMENT R, LEM OR MORE M5T EE 51Ui LEON IRE — A5 PER LIFE SAFETY LODES 4. ALL CLA55°B"INITIATI%GIRCUIWIN PODRESEARLE QEVIGS LEI EM.R. (E W) OF LANE RE515—L 10. IN GORRIDORS,IpRN /STR — EE IS' FROM ENES OF GORRIPQR5 AHD A MAHIMIM ( LOO' SPAGINS. 11. PNG— THE REq M GANOELA RATING OF ALL NORM / SlROEB ACGO'"TO ROOM SIZE, ETC. 12 HOR16 / ZTR(3EE TO RE SYNGHRONZ£D TO —El A 333 T'EIPORAL PAT[ERN. 1I ALL WIRRS A0 GONAUN RMTI%T9 BE A5 BESLRIO® ON 51PFl.IEO SHOP DRAWN65. FIRE ALARM PLAN 15 SNLNIII FOR GENERAL LOCATION AND LAYONT ONLY. 14. THE FIRE ALARM SYSTB4 TO BE IN LOEWL ANGE WITH ALL AP RAETE LOGA4 STATE AND ADA R5WIRETffNT". FIRE ALARM 5Y517EM LEGEND 5YHBOL. M E PHIRIPTIGH NOU NTINC FIRE ALARM 5YZTEM GONTROL PATEL WALL - OP m 6'4 RRE ALARM 5Y5FrM REMOTE ANNRWIATGR PANEL WALL. TOP a 5'b ® FIRE ALARM SYSTEM SMOKE DETELLOR GP 1. ® IRE ALARM SYSTEM HFAi CETEGTGR� CEILING 1 *)� " REALARM SYSTEM CHIME I SIROEE WALL a GO" 1 FIRE ALARM SYSTEM HORN / 5TR0� WNL s 80" M FIRE ALARM SYSTEM HORN (OIRSIDF. WPJ WµL a 111 (A) ®� F — F ALARM SYSTEM MINI 5 HQfW / 5—RE (T)® ALARJI SY TEM SiRdtg WALL B &Q" ® FIRE ALARM 5 TEM PJLL STATION WALL ® 4B' � FIRE AIARn 6Y5TEM MA„1ETIL WOR MOLD OPEM WALL. 5 0 ® WOE ARONARE P)RMSHEV BY OTERS K "' AFLH. ® FINE ALARM SYSTEM FAN F ZEE FIFE ERNNNKIS: 5T5TB4 i A M FER SNI ITGI SEE NIFLH. ^ -- ® FIRE AEBNKLER SO —FLOW 5WITGH SEE MELH. (8) !UMBER IN PpRENTHE515 NE%i TO ONILE DENOTES LA1C£LLA RAHNS IF MQFE THAx Is. KEY MOTES GGUS�Te�IXISTiNS FlRE ALPRM ONILkOL PANL'. FFR MN4IFAGTLRL2 fPAYN 3E ANN+ mI�ROB) 53-MBA row MA) 33N435 ! F1 AS56CIATF.S HRENT A. - ARLAND AN -2561 i STATE OF IDAHO O �e ty� F� N �z Kp CCNSJLTANTS: smVCNRAL ENc wa ` {lnele55n- n �b , N 0 yn „ 1 1 f UI FRAWING N0, E4 I OF MAIN FLOOR PLAN — FIRE ALARM SLALE AW - I' -p" / N \OIUL \BiEgF .� � 1 LO5o E F 1 000 PR� KEY NOTES LAI. I.. o as „�P� ox� RTo Q I- AID RCM�vE ErL5P115 RFt�Kif i9 AGCOMMJOAtE FEMOLEL. orE GOMJIKiC25 &wK io tffM.ACiIVE' EOx. O FROVIOEA TMIm 1 [/�RRI r OCR iO�NE ICftM LORRIO.^R FIXto GoMELi FILEluN3 PE.g81b51Ls e° PAY/t/E I t tlDD PPR� w)(2 a2s+3a m vax (2� am�lg3s 15'-0' 20' -0' 24'-0' 20'-0" 34' -6�' 3W -5' fKr=Y NOTES �I NEW 5" THICK ASPHALT PAVING OVER 18" ROAD BASE SEE DETAIL A/5D2.1 �2 NEW 2" THICK ASPHALT PAVING OVER IS" ROAD BASE SIMILAR TO DETAIL A/5D2.1 �3 PATCH BACK EXI5TIN6 ROAD WITH 5" ASPHALT PAVING, PATCH BACK PER CITY OF REXBUR& STANDARDS 4 NEW 4" THICK CONCRETE 51DEAALK OVER 6" COMPACTED &RAVEL BASE PER CITY OF REXB4ZG SEE DETAIL D /5D2.1 NEW 6" THICK DRIVEWAY /APPROACH OVER 6" COMPACTED 6RAVEL BASE PER CITY OF REX5UR6 SEE DETAIL B /5D2.1 �J NEW 4" THICK CONCRETE WALK OVER 6" COMPACTED GRAVEL BASE SEE DETAIL E /5D2.1 REMOVABLE FENCE BARRICADE, SEE DETAIL F /SD2.1 NEW HYDRO -SEED LANDSCAPE, SEE 6RADING PLAN FOR EXTENT OF WORK �q EXI5TIN& FIRE HYDRANT 10 4" WIDE PARKIN& LOT 5TRIPIN& I i 18" TALL "NO PARKING" PAINTED ON ASPHALT 12 EXI5TIN& FENCE, PROTECT 13 EXISTING LANDSCAPE d SPRINKLER SYSTEM, PROTECT 14 EXISTING ASPHALT PAVING, PROTECT 15 EXISTIN6 CONCRETE WALK, PROTECT 16 NEW 18 "x12" "EXIT ONLY" 51&N, SEE DTL. G /5D2.1 17 NEW PAINTED DIRECTIONAL ARROW 18 EXI5TIN& TREES) /5HURB(5), PROTECT Iq MODIFY EXI5TIN6 IRRIGATION SPRINKLER SYSTEM AS REO'D TO ACCOMMODATE NEW 51TE WORK d GRAD I N6 (BY OWNER) 4" SANITARY SEWER, CONNECT TO EXI5TIN& CITY 5EWER LINE PER CITY OF REXBUR& STANDARD 21 NEW MAN HOLE ACCESS, W/ TRAFFIC RATED CAST IRON LID d PRE --GA5T CONC. FRAME 3 BARREL NEW 2 �" DOMESTIC WATER LINE NEW UNDER6ROUND PRIMARY POWER LINE. ELECTRICAL CONTRACTOR SHALL INCLUDE THE COST OF REWORK OF UTAH POYCR AND SHALL COORDINATE WORK BY UTAH POWER SUCH THAT IT 15 DONE IN A MANNER THAT W 1 LL NOT HINDER THE PROJECT OR USE OF THE BUILDING EXISTIN6 POWER POLE, PROTECT NEW 4" WATER LINE, CONNECT TO EXI5TIN& CITY 6" LINE PER CITY OF REXBUR& STANDARDS. REMOVE EXI5TIN& 2" WATER LINE AND CAP AT MAIN. NEW FIRE HYRDRANT d 6" WATER LINE WITH CONCRETE THRUST BLOCKS, INSTALL PER CITY OF REXBUR& d IFC, CONNECT TO EXI5TIN& CITY 6" WATER LINE. NEW 6" DIA. METAL CULVERT 6' TALL TEMPORARY CONSTRUCTION CHAINLINK FENCE WITH DRIVE THROUGH &ATE TEMPORARY 6' WIDE RAMP YV/ PLYWOOD ROOF. FLOOR FRAMING TO BE 2x8 ® 16" O.G., WALLS TO BE 2x4 ! 16" O.G. i ROOF FRAMING TO BE 2x6 16" O.G. HANDICAP PARKIN&, SEE DETAIL 6/5D2.1 31 NEW 4" WATER METER MAR 2 2 2006 4 SOILS NOTES 1. REMOVE ALL ORGANIC MATERIALS, EXPANDABLE OR C401-LAP51BLE SOILS AN17 OR WEAK DELETERIOUS MATERIALS FROM THE BUILDING AREA 2. ALL BEARIN6 EARTH UNDER FOOTIN65 TO BE COMPACTED STRUCTURAL FILL OR UNDISTLR5M NATIVE 501L WHICH MUST BE FROST FREE. 5. ALL STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 6" IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF q5 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM V-155"7 METHOD OF COMPACTION. STRUCTURAL FILL SHALL EXTEND AT LEAST ONE FOOT BEYOND i THE EDGE OF FOOTIN6 OR SLAB FOR EACH FOOT OF FILL 5EI-0104 THE FOOTING OR SLAB, OR AS INDICATED ON SITE PLAN. 4. 50IL5 SUITABLE FOR USE AS 5TRUC' TURAL FILL ARE GRANULAR 5011-5 CLA551FIED AS &A, &P, SW AND SP IN ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM. GRANULAR FILL TO BE PLACED UNDER THE FOOTIN&5 AS FOLLOWS. THE BUILDING AND FOOTIN65 SHALL BE AS FOU 01045. GRANULAR STRUCTURAL FILL SHOULD C-ON515T OF A 6 -INCH MINUS SELECT, CL EAN, GRANULAR 501L WITH NO MORE THAN 40% OVER51ZED (GREATER THAN i MATERIAL AND No MORE THAN 15% FINES (LESS THAN *200) AND PLACED IN LAYERS OF NOT MORE THAN &-IW.,HE5 IN THICKNE55. IF THE MATERIAL CONTAINS MORE THAN 50% OVERSIZE (GREATER THAN i) THE MAXIMUM DENSITY CANNOT BE DETERMINED BY USE OF THE A5TM DE516NATION D-1551. IN TH15 CASE A MAXIMUM DENSITY MAY BE DETERMINED BY TEST STRIP METHOD. THE MATERIAL SHALL BE ROLLED AT OR NEAR OPTIMUM M015TURE CONTENT WITH TEN TON OR GREATER VIBRATOR SMOOTH-DRUM ROLLER. A FIELD DENSITY TEST SHALL BE TAKEN AFTER EACH PASS OF THE ROLLER. TH15 5EOUENCE SHALL CONTINUE UNTIL THE MAXIMUM FIELD DENSITY 15 ACHIEVED. TH15 MAXIMUM FIELD DEN51TY SHALL BE USED FOR 5UB5E0UENT FIELD COMPACTION TESTS. 5. OWNER WILL EMPLOY TE5TIN6 AGENCY APPROVED TO PERFORM COMPACTION TESTS. 16. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO PLACING OF CONCRETE. DO NOT POUR CONCRETE UNDER WATER. SITE ISRAOINIS PLAN EXIST'G r-AST 2N=)l SOUTH :XIST'G,T.O.A. MATCH EXIST'G SCALE, I" = 30'-0* o tu T lJ till I STATE OF IDAHO I I 3W • <5 w < w< �Q C 1 w z 0 0 cc CONSULTANTS: STRUCTURAL ENGINEERING ES2 Structural Engineers 4943 North 26th East STE A Idaho Falls, Idaho 83�61 (208) 522 7356 Fax (208) 552-9302 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 315 West Center Pocatello, Idaho 83204 (208) 233-0501 Fox (801) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 E. Center St. Pocatello, Idaho 83201 (208) 232-4439 Fox (208) 232-1435 • <5 w C 1 w z cc W • • <5 w C 1 w z cc W