Loading...
HomeMy WebLinkAbout05-0051 1166 Eastland Dr N Plans / BENCH MARK: TFCBM #4033-3127 ELEV. 3689.66 �A�U•�, /.. NW BOLT ON FH ®JULIE LANE UNDERGROUND RUNOFF RETENTION 4' 150' EAST OF EASTLAND IRR BASIN DEPTH W 6" MINUS DRAIN � CATCH BASIN ROCK AND FABRIC ON SIDES & TOP GRATE ELEV. 84.94 Engineers•SuweyaIs.Planners INV. ELEV. 79.80 PIPE INV. ELEV. 82.44 ZO' U Ea S89'23'06"W 2-1" VERT. 0)6 05 180.01'CURB CUT FOR �s"�� c PIPES L 1" VERT. PIPES 7 C9 EXCESS RUNOFF �� - ����i C co v ��ti� TOe i 2-2' VERT. ,�/ f!) d O0 ,n w 3ee4 CATCH BPPIE INV. ELEV. 86.07 `f. - c 6 �i�/ P BUildlrr��gg Pl have Jv' w Q O �`! E Sees T G h - --- 96� been revio ad and OPP d LLI ^c ss 6N -�---- �368 J Z cu co AA Con ruction Suhject _a N o? to Fi Id IRs ',�n Lr Z r ui c\I 9 ' SETBACK �.'I Z LL s li 3 5`$' 35 �, Page m n. w \ II tmm a 5 J r e�s 2"PERF PIPE ` NI A L �1 /5' of l��/,Access �r4inaye e, 10 5 0 10 20' 24' 20' a - SCALE IN FEET 7 5/ F w r T LEGEND r'✓tp OF i w II y EXISTING SEWER MAIN r, FP EDGE OF PAVEMENT r= pQ� Pub es II SAW CUT PAVEMENT w��x ww a D : < 'Zt7ne PROPERTY BOUNDARY ouw ti r o' m � �:oo° I I STREET CENTERLINE z m PH IN 04 N�z3w x -- EXISTING FENCE u z I I M Y c m Z x-OV Uw Z ------ EXISTING CURB o LL a rc z gaoWzw Z II of a Z ¢a_W, a a o NEW CURB ww LL �o�i oij ~ a? PAINT STRIPE M. _ �' II o W o� �� - p o �,,� _ ♦' _ MAJOR CONTOUR a y °a of `:� II zz�zo '�• /`- i I ��_ MINOR CONTOUR a o o o<wwai FINISH GRADE CONTOUR $?w o C w z .� `'' SUBSURFACE RUNOFF RETEN. Cad ---------- I fgJ _- I O - ---------- DRAIN PIPE �� II Q to ® MANHOLE z II w -E3- POWER POLE II Q ® TELEPHONE RISER \ Ld w s69� II LJ D4 GATE VALVE SIGN l a II DECIDUOUS TREE Li- CONIFER TREE 0 a �n z_ z �= 3886 '� 0`� 00 Q W ("» BUSH J�— BO II All, m Q w � CONC. LID ®IRR E ECTRIC S _ I MH 3687 ®IRR 20'{+0" II w ' N89' '06"E 150. r LLI O II ZY ` INV.- 3683.15 II STING SIDEWALK _ !G� Q ~ cB iI PO b��y�a INV. 3683.24 grAt3 ��a/0T II f8" PVC INV.=3678.91IN V.=3679.66 9 �9/Z I✓�ih — � - - - - - - - - - - - - - -/II INV.=3678.99 - - INV. 3678.77 11 INV.=3680.11 I JULIE LANE wv p '• I I as' PJw •EOSflnna Llr, 1(. �('prl�nJcG -,y�a5 a. II -35's!n p- 10 7reZ5 + 10&ashes 'A. iu Sites Tr S PAD FILE 6060 0 04223TOP0 -I urduln4; B�rn�oIUW I I dam( f�L SURFACE STORM WATER RETENTION CALCULATIONS UNDERGROUND STORM WATER RETENTION CALCULATIONS DR Gv fio "g ° ILy a�L SJ :?TL II Lone ;'rron'1Rye- 3ovssf \ COI�� Vy V' (G' BUILDING AREA: 4249 S.F. X 1.6/12 X 0.95 = +538 C.F. BUILDING AREA: 1792 S.F. X 1.6/12 X 0.95 = +227 C.F. DES]__ f'e~ roe ' ' `INV.-=3683.58 •� �'' "' �10`f LANDSCAPE GRASS AREA: 9,441 S.F. X 1.6 /12 X 0.20 =+252 C.F. PARKING LOT AND SIDEWALK AREA: 8141 S.F. X 1.6 /12 X 0.95 =+1,031 C.F. SCALE CHECKED r a0' s+rip- G Trees, 3 y 5, cw -3o&15 e9 15+every 5 ^'^ L<A4ri( $�317��� oni GV&R & IPy 7 TOTAL PREDEVELOPMENT ALLOWANCE: 13,690 S.F. X 1.6/12 X 0.35 =-639 C.F. STREET AREA: 2534 S.F. X 1.6 /12 X 0.95 =+321 C.F. ve ALE l� G 15146' TOTAL RETENTION REQUIRED FOR SITE.: +151 C.F. LANDSCAPE GRASS AREA: 1575 S.F. X 1.6 /12 X 0.20 =+42 C.F. LAS ATED:ov SH • ��¢I p/ TOTAL PREDEVELOPMENT ALLOWANCE: 14,402 S.F. X 1.6/12 X 0.35 =-655 C.F. COIbk- 10� is encee�e� �j12�l�ItlG L� 51 TOTAL RETENTION REQUIRED FOR SITE.: +966 C.F. S1 P OF 1 DATE REVISIONS 1/14 CONSTR_UC1710N 1/21 CITY REVISION ` I i { OFFICEBUILDING F+ TIME W AWNM M9MCI1CAINS AR 4a'nMJmWs,aFWIte[Fnaccrm� BUILDING\ � FOR:a un 91u1 rmwN n,�marrnm a m.ear:rnl � 1 �••+� G SI'm LLC AEG4Po TWM RAWNGS AND 9RMI^A�IW13 WIN.NOT CE PM I .l AAcm CB m BY M'KNE Fpt 08FR PAf.♦;C?' 0A ACWIAWS N LS MMf07 WMaR M'MMiTN I """" R 0L2"T , '�C 03 n 0aPA !� TWIN FALLS , IDAHO .� z -r I/ n V) ui LLI c- J°'f r7 B VI IONS I � LEGEND: DRAWING INDEX: a U tf 589'23'OB•W rcnc Aires SoD 7MOKE DECT RS SD-1 COVER SHEET, SITE PLAN, UN0 UNLESS�jj-J1� EF D rOTHYERWISE DRAWING INDEX,' PTDF PRE.55-C E TREATED DOUGLAS FIRBUILDING "" °� TYP TY"ICAL CODE AND PROJECT DATA, _ ! 93'�SETEI CK 20 24 r 2a M IE INVERT. ELEVATION VICINITY MAP F1' DOUGLAS FIR A-1 FOUNDATION PLAN I a W ,. 'HDR HEADER A-2 MAIN FLOOR PLAN Z O.C. ON CENTER A-3 EXTERIOR ELEVATIONS N I �. I¢ ® FIRE EXTINGUISHER A-4 EXTERIOR ELEVATIONS w 1 " ds0l " A-5 ROOF FRAMING PLAN s 'I�¢ A-6 BUILDING SECTION 1$ A-7 REFLECTED CEILING PLAN o C, �_ II 1.1 BUILDING CODES 8c PROJECT DATA: Z o 9 a c� II §� 1. BUILDING CODES: z < a m�w o g a n1q��1 POLE LINE B.A. (INTERNATIONAL MNTERNATIONAL UICHANICALLDING O CODE DE (IMCIBC 02003) Cm �[ w a F u N a0 F x` p �i" ROAD EAST C. INTERNATIONAL FUEL GAS CODE (2003) V o w w z oo �$ a III;- r x I I +v"� D. UMIFORM PLUMBING CODE (UPC 2003) ua - w w x II n mill e �"« E. NATIONAL ELECTRICAL CODE (NEC 4) :ZooZ 0 z N ro < o N g1 "w+ F. INTERNATIONAL ENERGY CONSERVATION CODE (IECC Z a z 2003) '� �' a �, G. ANSI Al17.1 (1998) z II o " NEW TKO OFFICE Q (�} w II ¢ BUILDING 2. OCCUPANCY TYPE B, PER IBC 2003 Z5Tteq- gcoo V) 3. CONSTRUCTION TYPE V 8, PER IBC 2003 a II ¢z '. e U O II W oo a o 4. SEISMIC CLASSIFICATION: DESIGN CATEGORY C Lu SITE CLASS D PER 18C 2003 CV jt; — I I e°iWM.30e°.°r I m2 ICI Q .�_ _._ URR KING" u3 " O \,.. D-12" pp d U 5. ROOF DE SIGN � LOAD ILCInM wwGe1� Nv._.eeex,r II o >JULIE LAND �,6�OA v ® DEAD LOAD: 25 PSF ' r+aan3'oe•E maze• \ 2 LIVE LOAD: 35 PSF ��J T 1N0�''°°°10 XISTING SIDEWALK O LIO. a} h N0. t AR9841�� Ir.,C 7 6. WIND SPEED: 90 MPH 3 SEC. GUST VELOCITY wv:.xeu • �' N.xin°I,��•xi_ _ � 7. GROUND SNOW LOAD 15 PSF RECEIVED gTFOF1 e.xre.» wv.-xean M+e DR•4WN PROP/J LIE LANE FALLS AVE EAST \0. • FROST DEPTH-24 INCHES euaolNcoePr. X0N` CITY ODING D FALLS _ R.JOHNSON E505 C D7 ' ±XEEFrm n P SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED) CHECKED DAT_ 3 SAW 01/14/05 SQUARE FOOTAGE: OCCUPANCY: (PER IBC TABLESITE PLAN NOTES: VICINITY MAP ,003222> SHEET TITLE SITE PLAN 1. COMPLY WITH TWIN FALLS CITY N.T.S. A. 0 FFICE TYPE B= 2,544 - 25 OCCUPANTS Cl.°�/ SCALE: 1:20 FOR ALL STREETS, SIDEWALKS, NORTM B. NT SPACE TYPE S= 3,120 - 31 c �1! CURBS, AND RADIUS WORK'. C. TO J FINISHED SO. FT.= 5,664 - 56 H IE I 2. VERIFY ALL ELECTRIC, WATER, D. UNFINISHED SQ. FT.= 1,106 - 0 " GAS, AND SEWER UTILITY V LOCATIONS PRIOR TO DIGGING. 11. FIRE SPRINKLERS NOT REQUIRED SHcF1 I 12. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNS PER !BC 2A8fl SECTION 1003.2.10 AND 1003.2.11 s DATE REVISIONS 01/13 CONSTRUCTION 01/21 CITY REVISION 03/25 CITY REVISION 1 18'-0" MFY OF 4 FOR NEO FR3W UN A M0 caY iIEXW�SI xw34'-5y2 44'-7y4" ,D.RDURImF xW s-0" UIAC Nx1A.N .E IN6E DRAM W MR Me NOT BE Y0 RECEIVED ROMM m AMM m Bps mRUCT MNW N MM 1 19'-103/4" WINDOW WELL & GALV. MAR 2 5 2005 amnvmxwnx, anrzcr.aa aa,pow X STEEL LADDER J CITV OF TWIN FALLS 00 Ya 4,000 BTU 108,000 BTU BUILDING DEPT OOLING CONDENSER 10 S S/ COOLING CONDENSER Q J O 84,000 BTU o ti �A 108,000 BTU g�4 1/ — U v ------------- '(0 Loll __. EATING_FAU__ 4' � 4'=Q�V ---,R�'v ------4'=Q'X 1 - - - HEATING FAU CZ ------------------------------------- Q IH 4" CONC. SLAB 14" CONC. SLAB J 1'-6"X8" THICK U W/ EXP. JOINTS I I W/ EXP. JOINTS U a I I FOOTING Ln C) p 1'-6"X8" N OVER 4" GRAVEL I (OVER 4" GRAVEL N tFOO'TIXN8G '- " " C) 1 w BASE 1 Z N OOTING N I BASE N 6" THICK X2'-O" 1 I I J I STEM WALL W u U 1 O 6 4'-13 I_93 "X8'-o" GFT_ 0 1 ST Si 1 "X8'-O" HIGH O + /4 /4 OF g� I I Q W z w m ti0�q 1 CO I STEM WALL 60 I QO I I STEM WALL m i 1 ��pQ �/ Z A X F 1 PONY WALL ® 16" O.C. - N A 6+ 1 - Y) 2X4 DF NO 1 PONY WALL ® 16" O.C. I O Z 2 m Qv ---- --- -- --3 --- O I 1 -------- O J �� iJ Q ------------------------------- --------------- --- 3 13/4,X16 3 13/4"X16'1 -------- d ------------------------------- 1 1 ? MICRO LAM I MICRO LAM O ? I I W w Q LL 1 BEAMS CIDI \ BEAMS 1 1'-2"X10" I I z K"„ 1 CRAWL N I N I N I I CONCRETE I I w LLJ a`o 1'-6"X8" THICK co I o) 11 N FOOTING I W e FOOTING I SPACE BELOW rn N I m I X :a 1 w J o N I FLOOR X `a l'-6'X8' I ^ 1 13_1Ya" X12" FOOTING 1F'-6'X8' 3-1Ya"X12" 1 1 \ W 6" THICK X2'-0' j j LSL STAIR - ---� L OOTING _ i I a = U Q LSL STAIR I STEM WALL I I X F N 1 PONY WALL ® 16" O.C. - __ STRINGER o I RI L X DF NO 1 TOP PLATE I i STRINGER I I L_ 1 1 2X4 DF NO 1 PONY WALL ® 16" O.C. I 1 __ _ 1 1 1 _ TRIPLE 2X4 DF NO 1-TOP PLATE J Q Z 0 1LIJ -- ------------ --- L------ — JI 1L — ------� 1 ------ trJr-- - Li-------� I / L>L� d_= 1 ------------ IZ ------------------- -------------------J Z �1-2"X10" I I 1,g"X9Ys" LSL (i I v \ CONCRETE 6'MYz" LSL I I ~ m d W a i RIM BOARD 0 o I I O o FOOTING RIM BOARD I - CRAWL ST S/ j N j j CONCRETE FOUNDATION WALL 11 _j SPA FLOOR LO� I I mI I m I O FAQ 1 IND 1 PONY WALL ® 16"_O.C._ ________________-J L______________ - O ___-__2X4 DF NO 1-PONY WALL ®_16'_O.C.---__- I U V. ------------- g -------------- 1=------- - ------------- ~ ______ 1 o U ------, E-------------- o U ----------------t- --------- z 1 O --- I I � `1'-2"x1o' 0 I � � 1'-2"X10" I I I I F- CONCRETE I 1 CONCRETE I11 I' III FOOTING I 1 V) FOOTING u I ii ii I I rn = Z U o X M J , II nun � I U _7C�7rUC7C _ un —— —————--————— —————————————— Q Q- Q O J -- s O F DOUBLE l��"X9Yz" LSL ����� SINGLE 1ze"X9Yz" LSL 5���� p�� Y ti i� �O 4" CONC. SLAB W O 4" CONC. SLAB W/ 9 k Si = Q RIM BOARD WHEN RIM BOARD WHEN / �Z � G p5 p 1/p 4" CONC. SLAB W/ o sr EXP. JOINTS OVER I 5 EXP. JOINTS OVER Q g O ~ x3 �'v Z PARALLEL TO TJI'S PERPENDICULAR 4" GRAVEL BASE oo . 5� ST c90 EXP. JOINTS OVER 00 Y� Q U TO TJI'S - 4" GRAVEL BASE _ QO 9ysF _ 4" GRAVEL BASE _ _ 0 I I I I 1 (0 I-_ NOTE: TJI 110 9.5" ® 24" O.C. I I (0 FOR 12'-5" SPAN = 60 PSF; J L , a J L J L J L_ s I— a o i THEN TJI 110 9.5" ® 12" O.C. O (E, 4'-O" SQUARE CONCRETE A �c, 4'-0" SQUARE CONCRETE 4'-0" SQUARE CONCRETE ILA l,,p GO Pam' PADS WITH 12" SQ. OS� c GO P� PADS WITH 12" SO. OS = 120 PSF Q 0 S 0 PADS WITH 12" SQ. �' B USE TJI 110 9.5 ® 16" O.C. FOR < CONCRETE PIERS UP TO ByOsr ��2�� CONCRETE PIERS UP TO CONCRETE PIERS UP TO A O SLAB ELEVATION W/ #4 rFR �QO SLAB ELEVATION W/ #4 9S a NON-LOBBY (BACK HALF OF BARS EACH WAY SLAB ELEVATION W/ #4 BARS EACH WAY F FLOOR) AREAS; USE TJI 110 BARS EACH WAY 9.5" ® 12" O.C. = 120 PSF 5ED Ali 16'-2" 21'-0" 16'-6" 11'-0' 16'-6" 21'-0" 15'-8" NOT TO EXCEED 12'-5" SPAN cB�'�J�'A-w, AT FRONT HALF OF BUILDING uo 0. a PER: TRUSS JOIST 2025 H .N 2 i SPECIFICATIONS GUIDE, FLOOR AHs � SPAN TABLES, DEC. 2003 -aS- NOTES: qoF+D 1. 0 ® 12" OR 16" O.C. DRAWN PROP/PR W/ JI BLOCKING 2. X9J¢" LSL RIM JOISTS. R.JOHNSON ESOS-000 3. PROVIDE DOUBLE 136' 9Nz" CHECKED DATE TIMBERSTRAND LSL RIM JOIST AT WALL SAW 03/25/ ENDS WHERE TJI'S ARE PARALLEL TO FOUNDATION 8c FLOOR FRAMING PLAN p END WALLS, AND AT CRIPPLE WALL SHEET TITLE RPENDICULAR. SCALE: 346"=1'-0" 4. SCREW OSB FLOOR SHEA FOU 5. CUT OUTHOLES IN LSL RIM JOISTS PLA FOR CRAWL SPACE VENTILATION. 6. PROVIDE HANDRAILS AT BOTH BASEMENT STAIRS. SHEET A- DATE REVISIONS 14� 01/13 CONSTRUCTION! i 07/21 CITY REVISION 118'-0° wsounwaANo ra�umsA ,- w'4ANQ fwV M PR>.ECi NI MIDI?1;GY IJ,',!'M z Y O sMrvNSo H H11rn EIrom32'-11Y4„ -0" 34'-5Y2 a 'Al _Q 44'-7Y4° u D9Y PGMSaa .HE'g Eow r s<wNaOavia�a�nt Pxacr I t OR AM7W To THIS WoIECi'F soli 1 RBiIR U I 3 C..T a smc MMN,.wa air cc�aa^Zerzr�' 19'-10/4' Y¢ 84,000 BTU c�3 COOLING CONDENSER 108,000 BTU o STSp�2io `j �w ST S� ' •• COOLING CONDENSER _ Uj 84,000 BTU o v _ __'o� HEATING FAU �A 108,000 BTUy ------------- SV---- ------ 94'= "SV I _ HEATING FAU ��Q� L.1 T_ _ __________________ -------------- ---- --- ----- ---- ------- --------- _ ---- ------- --------------- I I I IH 4" CONC. SLAB 1 14" CONC. SLAB Ln yyH I 1 I I W/ EXP. JOINTS W/ EXP. JOINTS I 1'-6"X8" THICK FOOTING I j 1'-6"X8" `� OVER 4" GRAVEL I (OVER 4' GRAVEL N 1'-6"X8" I FOOTING BASE 1 FOOTING I I iN I I BASE v I F- I I I I 6" THICK X2'-0" V U STSp��o I I '-0" HIGH y0�(� 4'-13/41, 1-93/4" OF �� 8"X8'-0" HIGH I I STEM WALL W Z I_ I p QO i 1 STEM WALL I Q �J Z = p 2 4 F NO 1 PONY WALL I I ST ALL 16" C. - 2X4 DF NO 1 PONY WALL ® 16" O.C. ! �\O v U ° „ ------- -- ----------------------------� --------------------- I 3 13/4 (3 13/a"X16'1 / 1gC� C" I ------ `� I UL'j ui i MICRO M i N MIBEOAMS M j i O -------------------------------i i > LLI j W a s i Ld 1 FOOTING THICK I I SPACERBELOW� O \ c� I I N 1'-6"X I i O a W FLOOR \ N Q I I3-1Ya" X12" rn FOOTING 1'-6„X8„ 3-1Y"X72" I I I L� _ � = I 6" THICK X2'-0" I I --J L FOOTING /4 N I STEM WALL I O LLJ LSL STAIR - --- - LSL STAIR I • 0 I Q Z o 4 2 4 F N 1 PONY WALL_®_1_6" O.C.— I i STRINGER - I II -- SYRINGE I I -- --- J I I _-_ -J 2X4 DF NO 1 PONY WALL @ 16" O.C. I r JI I 1 --- (D --------------------------------I F w J rg I m I ------ — f ------ ------------------------- Ik. I I - I -------� F V) -------------- -- I J i 1 N E --- °z O ------ O O F- e O CRAWL SPACE BELOW I STyS�� I I I ( FLOOROf I I I I a u 1 X4 D 6"N PONY WALL ® 1 _ I �' ------------------------i L--- _________O) 2X4 DF NO 1 PONY ------------- ---- L 0 16 ---------- O.C. -- I I _� r-- -------------- I I I l O Z {� G la II II 1 V I I ii ii ii a l I 1 m .yo h 1 II ii I Lu I LL r_ I I . LL-- -- -- --- ------------ --------------------Q - ------- --- ---------- -- -- ------ ---- DOUBLE 1%"X9Ys" LSL' 100�� SINGLE 1�/6"X9Yz„ LSL v. �\�Q��� �� ---------- - Y --b -- ST S w RIM BOARD WHEN �� RIM BOARD WHEN 4" CONC. SLAB W/ ZO 4" CONC. SLAB W/ - 0� F S/ I -1 y�0 z EXP. JOINTS OVER CO Pam' AAA 4" CONC. W i�Q EXP. JOINTS OVER I S I Q 9 O / PARALLEL TO TJI'S �' PERPENDICULAR 4" GRAVEL BASE N� ST Ce EXP. JOINTS OUP ~ x3 Q TO TJI'S ---� 4" GRAVEL BASE �__ , OMO p5 Q --- 4" GRAVEL BASE __I_�° x C)� �� r D __ J __ � L C;�k 4'-0" SQUARE CONCRETE ` o�A p�F--_J ` -_J `-- J 4'-0" SQUARE CONCRETE ` q G�P� PADS WITH 12" SQ. S G�P`' 4'-0" SQUARE CONCRETE I A CONCRETE PIERS UP TO pS Q �0 PADS WITH 12" SO, PADS WITH 12" SQ. OS� Z�S RA �;`�p� CONCRETE PIERS UP TO CONCRETE PIERS UP TO C Q SLAB ELEVATION W/ #4 F Q SLAB ELEVATION W/ #4 BARS EACH WAY �- SLAB ELEVATION W/ #4 9SF A ED AR�� 16'-2" BARS EACH WAY BARS EACH WAY 5(ob¢sr- BARS 21'-0" J 16'-6" o 21'-0° 15,_8„ y LIC.NO. z E AR98417jr I �F OF 1 NOTES: DRAWN PROP/PRO) 1. USE 9Yz" TJI 110 ® 19.2" O.C. R.JOHNSON ESos-0002 W/ TJI BLOCKING. CHECKED DATE ^I 2. PROVIDE 1%"X9Nz LSL RIM JOISTS. Snw Ol/2t/0S 3. PROVIDE DOUBLE 17%"X9Yz" TIMBERSTRAND LSL RIM JOIST AT WALL SHEET TITLE ti t FOUNDATION 8c FLOOR FRAMI G PLAN Z ENDS WHERE ARE PARALLEL TO RECEIVED p END WALLS, ANNDD AT CRIPPLE WALL i SCALE: 3/6"=1'-0" WHERE TJI ARE PERPENDICULAR. FEB 0 7 201J9 FOUND ` = 4. SCREW 3/a" OSB FLOOR SHEATHING CITY OF TWIN FALLS PLAN! I ® FIELD. BUILDING DEPT. 5. CUT OUT HOLES IN LSL RIM JOISTS ` ! 6. PROVIDE HANDRAILS AT BOTH eSHEET BASEMENT STAIRS. 's Y DATE REVISIONS 1/17 CONSTRUCTION 1/21 CITY REVISION 3/25 CITY REVISION 1 18'—0" nc¢Muwws MM MEOflGNaS xM MSMuu N s Q MaMf£E at u mp mar nEY ue uM[ OEM �mux nE vNa[arr a nc� IM T LLO i aE PaOrEOT M� R MdMNa AM VEOICA1XI1F eElfp. MW OTHER NOT(W °� 52'-9y4 65'-23/4 m mRa� Ririnn°iiwnEN m,,t T a 81E1E tMOts.MN:MIFOR.[a1Ma em 7'-33/4" 6'-10y4„ 6._35/8,. 6—0„ 6'-113/6" 5'-105/6" 7'-3y2 7'-0" 19'-5y2" 13'-1t3/6" 12'-17/8 13'-113/6" 7'-33/4. 11 RECEIVF� MAR 2 5 20"- O u CI OF TWIN FALLS BUII DING DEPT. Q J J 4'-0"X '-0"SV 4'-0'X5'-0"SV 4'-0")05'-0"SV 4'-0"X '-0"SV 4'-0" 5'-0"SV 4'-0"X5'-0"SV 4'-0"X5'-0"SV 4'-0"X '-0"SV (� OFFICE `S-' OFFICE OFFICE �oN OFFICE ubza Il0 � ) Z 2X6 WALL 9'-0' CLNG Ia3 9'-0" CLNG 9'-0' CLNG II 13 9'-0" CLNG /IO�q. Lw Z w —0 '-7" 6—25/8" '-6° ._6" g'_6y8 —0 '-7" 8'—s" —2y2' l in U Q 2'6' r2'E6 �l 2X6 WALL 3,0„ 3'0" 3.0" 3.0" n eta W w N tO N > 3'0" SD o FE SD PLAY 4gM SD SD LU -- 0 N.2 I 4—0' 3 0 o = b on 4'-7' 6'-7" 9'-1/4" AREA > w N OFFICE �' 9'-0" CLNG ""No W ~ a 3 0" °I =� 9'-0" CLNG r) FULL X 3'0' 2 V a O n O �ul 3'0" 1 3'0" LIGHT "R FULL iq Q LIGHT TENANT SPACE x f— Q z o N 3120 SQ. FT. I w d PY o I lam— LL " O —_ J = OnWN - — m 0 1 -- --� Q R M MEETING --� 'pT co SHOW ,. CLN — — R INTERIOR WORK IN THIS ao ROOM ® 9-0 OM G = 0 3'0"i AREA TO BE DONE UNDER 9'-0" CLNG SEPARATE APPLICATION_ o MEN WOM I 1 3'-6" ----- N / / „ 2X6 WALL OTE: TENANT MAY NEED TO U -- - 3'0 PROVIDE A THIRD EGRESS �xlr R µ� z -10 6'-0" 2-6 BARRELL I AREA o 0 2 6 DOOR o\ 3'-6" ARCHWAY 100M.1.5.3 Locks and leeches.Locke and latches shall 0o ARCHWAY I10'-0" CLNG p pemtionofdoorswheeanyof W \ O I� I be Permitted to prevent o I > 7 SD 9'-0" SD O Nfollowing . I I _ R-23 BATT INSUL � SD n O C 0 N F ——————— 1 s D ® PARTY WALL O 1.Places of detention or restraint. Z I p O I 2.In buildings in occupancy Group A having an oc- 2 U ROOM I D RAFT STOP ® ATTIC cupant load of 300 or less,Groups B,F,M and S, J I X I andin churches,the main extenordooror doors are n 9'-0' CLNG I 8'-87/" 4'-17 O Permitted ro be equipped with key-operated lock- m Q mg devices from the egress side provided: W LL- 0 8 12'-0' 8' 4'-0' 6'-0' 6'-0' CC 0 S D F ENTRY O 2.1.The locking device is readily distinguishable l.' Z as locked, 8"OX7' COLUMNSI 9'-0" CLNG AREA TErept�o I 22 Areadil visibledumblesignispostedon he ui°° 9 —0" CLNG egress stde on or adjacent to the door slating: FE (/'�{L THIS DOOR TO REMAIN UNLOCKED WHENBUH,DINGIS OCCUPIED.The sign Z 4'-0" 5'-0'SV 4'— "X5'-0° 4'-0"X5' 0"SV 4'-0"X '-0"SV 4'-0" 5'-0"SV 4'—O'X5'-0"SV 4'-0"X5' 0"S 4'-0"X '-0"SV contrastingba be in ckgroundh(25mm)highona Q 2.3.The use of the key-operated locking device is revokabl t e by the building official for due COVERE PORCH OVERED PORC COVERS PORCH 7 3.Where egress doorsare ased in pave,approvedau- 9'-0" CLNG 9'-0" CLNG 9'-0' CLNG somatic Flush bolts shall be permitted to be used, provided that the door leaf having the automatic Flush bolts has no doorknob or surface-mounted hardware. 4.Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are Permitted to be equipped with a night latch,dead bolt or security chain,provided SrGp Cy such devices are openable frpm the inside without �y the use of a key or tool. ` V� Jgl't A wy! (fv I T* °r L .NO.I�M 6'-33/4,. 5._63/4., 7'_91 16„ 6._91y6.. 6._91y6., 1.1,_55/6„ 8'_ON 18-33/4" 13'-75/16,. 6._91y6" 6'_91y6" 13'-4g/6. 6,_33/4,. 16'—s" 20'-0" 16'-3y4" 12'-0" 16'-6" 20'-0" 16'-6" gOF10P� 23/4n DRAWN PROP/PRO' R.JOHNSON ESOS-0002 NOTES: ICHECKED DATE 03/25/OS 1. USE 4X6 DF NO. 1 FOR ALL SAW DOOR AND WINDOW HEADERS SHEET TITLE 2. REST ROOMS TO COMPLY W/ ADA 3. HARD W REI ALLECEILING FLOOR MOUNTED SMOKE DETECTORS. PLAN FLOOR PLAN 4. ETXOTERBOIRNSDOORS AND WINDOWS SCALE: die"=1'-0" 5. PROVIDE EMERGENCY EXIT SIGNS AND LIGHTING PER IBC SECTION SHEET 1003.2.10 AND 1033.2.11. A- 2 $ — .., DATE REVISIONS 1 1117 CONSTRIICTIONII I ` 1/21 CITY REVISION T tlU ANJ YEgFlCAIIGIL"A4E!'K1Al'N 1 a FQi R0.ECi fCO YAICII INEY A'k k YAP' ANDM U SNAIL IFL P ACYNN 1HE P V T° CF 1FE F C CMI SNDW LLC IS AN.D SP IF a FNS IS NOT BEiT. 11E4 IXNMN4S AND WEgFlUMNS SIVlI W7f 3 F PADD f0 ON USOD OY ANYONC FOR ONIX PROZIS i 52'-9Y4" 65' 2/4 mm,"o°N$15mEWIPFl�i swt CWRMQv 336'-1 / 105/ . 7'-32 19'-5/2" -17 13�6 /47'-33/4" 4 5/8 . / ' 13/ ' /8 ' 4'-0"X '-0"SV " ®_ UJ 4'-O'X5'-0"SV 4'-0"X5'-0"SV 4'-0"X '-0"SV 4'-0" 5'-0"SV 4'-0"X5'-0"SV 4'-0"X5'-0"SV 4'- - -0"SV V) U3� W3� OFFICE `SN OFFICE OFFICE aQ� OFFICEuj 2X6 WALL -8"9'-0"8CLN6G -Ola 7^ 6'-25/BCLNG,-6" 3' 6'6Y8G -01'�7"a 8'-gLNG - 2' 2X6 WALL u g U 2'6' IaU 2'6" , a cY 3'0" 3 0" 3'0.. Lu Q LL N W g Lua' > 3'0.1 SD 4,_0„ I O FE SD PLAY SD sD N N Lu F" N M1] o 4'-7 6'-7" v 9'-13/4.. a \EA > wLo N I OFFICE o — .�� = 9'-0° �'CLNG �j ` "° I 3'�" LIGHT 11 FULI X < o a I LIGHT s� TENNANT SPACE Q Zo j �N 3120 SQ. FT. I ,,,�...� py -- -- -- J R OM o � r Q - " cLN MEETING J o 3'0" ooWN 3 0" I of SHOW = -ROOM = ,N _ aP�Q�Fr� 00 ITLr�IT ROOM m 9'-0" CLNG o 3'0"i (] TvP• O ®� I 1'3"Mlu• rU2 TErFAtkT":"IMPRvJ�M�L1T a 9'-0" CLNG -1" "ao a NrT MEN WOM 1 E I 6 1 3' 2X6 WALL N _QFWAY RQ}J1N __ I -- 3'0 -10 6'-0" 2-6 BARBELL I AREA o 0 2,6., ARCHWAY 10'-0" CLNG I I Im 3'-6" AR HWAY p ; _ R-23 BATT 0 I n� I INSUL SD SD > I 7..I SD --g-0 -- I r' ® PARTY WALL o CONF o SD X ROOM I _? - o 7s" 4'-0° s'-o° s'-o"9'-0" CLNG 12'- a o x W U ENTRY I SD 8"OX7' COLUMN SI -0" CLNG WAITIN AREA ° I � 2Gu�9R.e LL °0 lti a0 9'- }'CLNG O� h FOE 3'0" 3'0' 3'0" z 4'-0" 5'-O"SV 4'- "X5'-0" 4'-0"X5' 0"SV -=0"X '-0"SV 4'-0" 5'-0"SV 4'-0'X5'-0"SV 4'-0 >*. 0"S 4'-0"X '-O"SV Q L,) COVERE PORCH OVERED PORC COVEREDPORCH O 9'-0" CLNG ✓ 9'-0" CLNG 9'-0' CLNG �SrGD AgC//,�� .7Uka�N A.Wiz I"','',I /�6-1 U NO 6_3AR 8a776'-33/4" 5, 63/4. 7_g1 i6 6'-g1Y6' 6'-9 1._55/6" 8'-OY4" 18'-33/4" 13'-75/6. 6'-91y6" 6'-91Y6" 13'-4g�6" v ED i-.z Y F F RECEIV �2 { 16'-6" + 2 " 12'-0' 16'-6' 20'-0' 16'-6' FEB 0 7 2005 3/16'- Y4 gT�OF10P' r < Clg aoEPT�� DRAWN PROP/PROJ�—� - d R.JOHNSON ESOS-0002 /O13.3 con,,,u� f4f* IS' ll- N O "' CHECKED DATE ''� SAW 01/21/05 -,+o tevC TH9d SD 1. USE 4X6 0. 1 FOR ALL DOOR AND OW HEADERS SHEET TITLE 2. REST ROOMS TO COMPLY W/ ADA REQUIREMENTS. 3. HARD WIRE ALL CEILING FLOOR FLOOR PLAN 4. WI MOUNTED SMOKE DEtECTORS. PLAN 0 EXTEROIR DOORS AND NDOWS A TO BE INSULATED. SCALE: 3/6"=1'-0" 5. PROVIDE EMERGENCY EXIT SIGNS AND LIGHTING PER IBC SECTION SHEET � I 1003.2.7.0_AND-1023:2_1 t IV CO 1 7 ! 31 DATE RL.,,, �1 1/14 CONSTRUCT I Ir 1 6MM 6 1 nce o�M M K s E anaxs tia lNEY Mr.rs � a%a M TIE C.Eci fM MAa E m V�DC. 1 THIM LLC PFTVAnLSS N nE 07,V7tt L Cann.... E 5 1 1NEY aANWCS INn 9+EC�4CA➢0!IEY 414E NOTE I @ OR P W ON OR USD BY NVYtl E F(R 0 9RAECfS 1 (�` OR/Dp11g15 N 1WS PRAEC7 M IX17 hC VA;.:,H Ipp CCNSfHi a SIElE wlDEN,ARQnEti.CWiR'FR(L� 4 4 �, U s i 5 t HANG r F FI TRIM a ,�ALL WI NDOWS fFINISHED GRADE - : v 2" CULTURED 10 DORMER (VENT EIFS TRIM TYP. ® 4 10 STONE SILL ® 4 10 ® EIFS TRIM TYP. O7 O 10 ® 2" CULTURE STONE LEDGER W/ STEEL 1 W/ 2" EIFS BAND CLIP SUPPORTS TYP. W U I' s EAST ELEVATION Uj z o SCALE: 3/6"=1'—O" z w W LL' c. Z W WW 9 d W I_ pj T I 1 N M � of KEY NOTES: Q z oLL ! ©o W 1Q STELTH ROOF VENTS Brill !�— ® STUCCO .EXTERIOR W/ TYVEC WRA s © 30 YEAR ARCHITECTURAL SHINGLE DRYVIT/STUCCO 12 ' ICC approved drainage-type system 6 (a) BRICK W/ 15# FELT insta!!edto manufacturer's specifications © 8" METAL FASCIA W/ 4" STEP 2'-3 ! r VENT METAL SOFFIT (6i VINYL DOUBLE PAIN WINDOW 2 ® FIBERGASS COLUMN 6 ' 9 4" CONC. SLAB W/ EXPANSION JOINTS 10 GALV. METAL FOUNDATION VENTS , 6 O O ;. U U o FINISHED GRADE FINISHED GRADE OZD m ® O7 O2 2" CULTURE STONE L � LEDGER W/ STEEL O - CLIP SUPPORTS TYP. w 7 z 1'-313/6" SOUTH ELEVATION Q �•% 1'-37% SCALE: 3/6"=1'—O" �a 1 —4y8 1'-4y8" I 1'-105/8" 5SD ARC A t1,tier m 1i • LIC.NO. 7-.�„' �� ' •. AR98 171 N �TFOF 10P� RAWN PROP/P?OJ-� J; I - R.JOHNSON ES11-0002 I (gI CHECKED DATE p SAW 01/14/05 00 SHEET TITLE ELEVATIO' , •1'-8" RECEIVED INTERIOR ARCHWAY SECTION COLUMN DETAIL FEB 07 SHEET zuu5 SCALE: she"_1 _0" csolALLS 91NeIDEVE s , SCALE: 3/8"=1'—O" DATE REv, 1/14 1 CONSTRUE � I I OF SE MCE M MID S Etl r, ME T�ME MA a SEANEE EDA 1HE Mi PWI Fd OF iNEV,E PALE /ND O1 k1AM LE F THE Di WE E1ERm. SNpO LLC EE AND SP DI i A f SHALL N T OEF.'FD. iNE4 AEED OR AND SPEMYONE IS SAML AOi DE OR AmU®OR U4D 9Y NDVNE ifR THE YAdEtn DA I➢71 i0 THIS WEEK MMMIi ME N:t 0 CRlSLNi Of S1ElE WDDFII,MWIDECi.C(f`1Mp1iQAD{ O V J u 12 -1 O 12 1 5 Lu u r ui Z w m { KEY NOTES: V g a o Q STELTH ROOF VENTS Q LL N w STUCCO EXTERIOR W/ TYVEC WRAP uj FINISHED GRADE 30 YEAR ARCHITECTURAL SHINGLE Z Z a ? FINISHED GRADE ® BRICK W/ 15# FELT Lu/ - 0 ® 8" METAL FASCIA W/ 4" STEP Lu w ® O7 O2 © VENT METAL SOFFIT�ANE W L: i�: v { s © VINYL DOUBLE-RA WINDOW - U . ® N\ I FIBERGASS COLUMN u , NORTH ELEVATION 90 4GALV CONIC. METAL�BOUNDATIONSV�NTSJOINTS I— Q w 2 1 =w, SCALE: 3�s..=1 -0° E,• N x `d o Q ©Q ®10 s U o , J ZD J ?i w c", 2 ,2 _ � € s s II Jill 11 111 Jill 11 111111s Q EIFS TRIM ALL WINDOWS {•1: _ J FINISHED GRADE FINISHED GRADE JSp ARC, 10 10 2" CULTURE STONE ® ® 10 10 2 2" J y ARIC.9 NO. CULTURE STONE I 2" CULTURED LEDGER W/ STEEL STONE SILL LEDGER W/ STEEL v 7 0 I CLIP SUPPORTS TYP. s CLIP SUPPORTS TYP. TgAi�OFP 39'-9Y4" 19'-23/4" 19'-23/4 39'-9y4" aRAWN 15oN E5o5/o002 h, DATE WEST ELEVATION CHECKED SAW 01/14/05 SCALE: 3346..=1,-O" SHEET TITLE i 3 ELEVATION � L RECEIVED SHEET € FEB 0 7 2005 !! i CEI'�OF N FALLS TN { Gf , BUILDING DEPi. SATE REVISIONS it II1�° 1/14 CONSIRUCTIO_N I/11 LIIY011.IUN DOUBLE TRUSS GIRDER pol- 2X6 OF NO 1 STUDS I 1(SETBACK) 0 2'-0" - 9'-0" 6'-0" 1' '-1 CEILING HEIGHT TYP. DOUBLE TRUSS GIRDER 7 Y4' C1 (SETBACK) _ TMI SE dum µo SUMUTaa An Nsp.xmTS T."', . ra,aRacm roe rasa nin ae u/LE µo 91a auras ra 0,a me[xnc�av 2— Xi D — X1 DF —2 10 DF SRW LLC aEG�P M P 1HE aaW 6 CUUM, N 0 1 D 2 2X 0 :F M MA INCS rem aErnunas suTo rwr eE 0. 1 DR 0. 1 R N 1 HD 2 2 10 2 2X 0 F 2 2X1 RI a sm�ws BaROE rc FM0 ECtliM IN 1 H R N 1 HD S NO 1 HD S -2 10 DF � II I 0. 1 RS ® Li C-D I L_LJ W ® - I (-D CD - �_ I p� / 2X8 DF NO 1 FASCIA N CAI qll�� O 2X6 OF NO 1 STUDS Z LLJ U I W/ 2X4 TRIM \� ��/ N CEILING HEIGHT TYP Z .. Cn @) CL 5 - Y LLJ IDLE wW m ��yy 'I` �y cn DR FT OP ND mARI WAt / � LLJ II _ ' [ . c 2X8 OF NO 1 FASCIA u W 2X4 TRIM TYP PRE ENGINEERE 24" O.C. / w N Q v F- ¢ z gLu a �U) I �� w LLCM ox I Ln " aW I Ln N 2 2 10 F 2X 0 F 2- X1 -2 10 F �\Q� 2 1 N 1 H RS N 1 DR 0. 1 v N DR o 110DDF 2 2X1 D , N0 1 HD S - � z - I O O - z U Q _ O 2X8 DF NO 1 FLAT I W N L_L_I N 2 2X8 OF NO 1 FLAT X X of ?< 0 Q X 0 2X8 OF NO 1 FLAT X 0 Q X O (OVERHANG) J -- �boT 2X8 OF NO 1 FASCIA U LL Z ?1,011 QW/ 2X4 TRIM TYP 0O20'_0. ^OST �p 12._0 Osl O 20'-0" _0' 7AQT ZQ V f GVER 2X10 DF NO 1 RIDGE 2X10 OF NO 1 RIDGE - 2X10 DF NO 1 RIDGE O = NOTES: 1. ALL TRUSSES TO BE PRE-ENGINEERED & SHOP DRAWINGS ARE REQUIRED BY MANUFACTURER. SEND COPY TO ROOF FRAMING PLAN ARCHITECT SCALE: =1 -0" E,;,zou:E 2. US 6 " DAR3/isE /6 OSB W CLIPS AS ROOF /SHEATHING. NAIL W/ 6D @ 6" O.C. 6 �E0A.w EDGES AND FEILD. LIC.NO.z 3. USE (2) 2X10 AS BEARING HEADER AR98 171 I SHOWN (UNO) 4. USE 2X6 STUDS @ 2'-0" O.C. AT EXTERIOR WALL AND 2X4 STUDS O ATFOFID 2X6 DF NO 1 16" O.C. AT INTERIOR WALLS. 5. WRAP ALL EXTERIOR WALLS W/ �l6" DRAWN I PROP/PROD OSB R.JOHNSON ESO4.0002 I 6. STICK FRAME/OVERBUILD FALSE I (2) 2X10 DF NO 1 DORMERS WITH 2X6 DF NO 1 CHECKED DATE RAFTERS AND JACK RAFTERS ® 2'-0" SAW O1/21/O5 INSULATION O.C. 7. FOR HEADER CONSTRUCTION REFRENCE SHEET TITLE DETAIL 1 ON A-5.2X6 DF NO 1 ROOF FRAMING RECEIVED FLAN n T 2u+J�HEADER DETAIL FES 0��,��,,HPAL� SHEET SCALE: lY�°-1'-0" euaarr+co PT. I � � DATE REVISIONS 1/14 CONSTRUCTION " OSB SHEATHING W/ 8D NAILS 0 1/21 CITY REVISION 6" O.C. EDGES AND FIELD 3/28 CITY REVISION PROVIDE 6- 18"X24" HE 16111 (3 SQ. FT.) TURTLE VENTS NM SWl MINX TE PSSFRtt DF ME ENM]EDI SD LLC WS WILSS IF TIE WCT 6 WWIM Ma DAAXNCS NID bPEPFlCAW Sl N WT If M'XWD®DA Jo SY NVm FW UTET%IDECTI 2X4 DF NO 1 DA NTIIIMS N NIS FNACT WIPI,TE WTD caxson a smE waixx,NipliEtf.DremcXrpsDa DIAG. BLOCKING ARCHITECTURAL ASPHALT SHINGLES W/ 30# FELT OSB --� W/ CLIPS AS ROOF SHEATHING 12 PRE-ENGINEERED TRUSSES 0 _ U 6 SLOPE S 2X4 DF NO 1 \ J \ DIAG. BLOCKING R-38 INSUL 0 CEILING J s D 2X4 DF NO 1 �0 E DIAG. BLOCKING z aD �U W H U m \ W Z Lu ct" z H- m� Z 2 ao M d 2X6 DF NO 1 FLAT 2X6 DF NO 1 FLAT d °m W LL N W \ " Z ZLL " Lu SIMP H10 AT EVERY TRUSS aw J SIMP H10 AT EVERY TRUSS w WLLJ „ PAINTED 2X8 FASCIA W/ 2X4 = U ( 3 2X6 DF NO 1 TOP PLATES (3) 2X6 DF NO 1 TOP PLATES Q N\ SUB FASCIA 2'-0" N X / _ 13ARRaE OVERHANG r Q w X WRAPPED W METAL 9'_10y8" 7'_0" 5/8" GYP. BOARD AT WALLS VAPo(t (OVERHANG) ALUM. SOFFIT TYVEK MOISTURE " GYP. BD. W/Perm /'a m BARRIER S 1.0I, P •Ia c W/ 2" CONT. LnVENT TYP. 3 6" OSB 0 (MSiQ¢o �Xt�t�I Dr ?00 w TYVEK MOISTURE 2X6 STUDS 0 2'-0" O.C. r _ EXTERIOR WALL W/ R-23 INSULATION 13/4"XWC TJI 110 0 12" O.C. >ua(�S' m BARRIER C-) CULTURED LEDGE 3/4" OSB SHEATHING GLUED AND NAILED STONE VENEER CULTURED LEDGE Q OVER MORTAR " GYP. BD. R-30 INSULATION IN FLOOR STONE VENEER AND LATH TYP. ABOVE ALL CRAWL SPACES OVER MORTAR U z 13/4"X9)/2" TJI 110 0 16" O.C. AND LATH TYP. Oz O %"0 X 12" DO NOT BLOCK CRAWL TJI BLO ING CONTIN. TYP. z ANCHOR BOLTS SPACE VENTS W� INSUL. TJI BLOCKING CONTIN. TYP. 17ig"X9Y2" LSL O 0 4'-0" O.C. �RodIDE}$APPLE RIM BOARD w � p J F.G. 2X6 PTDF MUD SILL W/ o Q 2X4 PONY WALL Y2"X10" A.B. 0 48" O.C. J iv 0 16" O.C. DAMPI�RooFi�{C, z UNDISTURBED SOIL %"OX12" ANCHOR 11" 4AX. (3) 1-Y4"X1178" MICROLAM BEAMS z BOLTS 0 4'-0" O.C. LL #4 BARS © 48" O.C. 1'_g" CONCRETE 2X4 P.T.D.F. OVER 2 - #4 6X6 DF NO 1 POST Y2" GYP. BD. (4) #4 REBAR O O W/ SIMP 14 GA. FULL = HORIZ. 0 TOP, w U FOOTING THE FOOTING BARS HORZ. 6-MIL VISQUEEN WRAP CONNECTOR "-, MIDDLE, BOTTOM z O VAPOR BARRIER 2x6 WALL W/ : = a R-19 INSUL J UNFINISHED 00 = (- UNDISTURBED SOIL OR BASEMENT Yz" GYP. BD. ROOFING VENTILATION NOTES: COMPACTED STRUCTURAL FILL # O.C. BVERT® 24 4 BARS 0 24" O.0 VERT 4" CON :R. SLAB W/ 1• X50 OF 6,344 S.F. (ROOF) #3 BARS 0 24" O.C. USED ARCy,,, 2 VENTILATION REQUIRED. 4-#4 BARS Y' FOOTING CONCRETE ��yLCANO/��Z��� FOOTIN 3. ROOF VENTS = 21 S.F. HORZ AR9 171 PROVIDE 6- 3 S.F. 18"X24" 3-1Y4"X12" LSL �� c S.F. 18"0ENTS GABLE AND VENT. 1.5 2- #4 BARS HORZ. PERRSTARSTRINGERS 4" GRAVEL BASE OVER 6-MIL- VAPOK &aQ-RIB 2- #4 BARS HORZ. 47i�OF`DP1 4. SOFFIT VENT 21 S.F. PROVIDE COMPACTED FILL OR 2" CONTINUOUS SOFFIT VENT. NATURAL FIRM SOILS 5. VENTILATION PER IBC 2003 DRAWN PROP/PROJ SECTION 1203. R.JOHNSON ESOS-0002 CHECKED DATE SAW 03/28/05 BUILDING SECTION SHEETTITLE SCALE: )z"=1'-O" SECTION YIFFT RECEIVED MAR 2005 A- 6 CITYWI1NFALLS BUILDING T T ILDING DEFT. I DATE REVISIONS 1/14 CONSTRUCTION 1/21 CITY REVISION OSB SHEATHING W/ 8D NAILS © , �6' O.C. EDGES AND FIELD 1KI MOM w SPELYMAIYINS ARE WS.PNA<J,'IS n SERNEE ra PE ARCHITECTURAL FOR*1 Ti"R'S NME ARCHITECTURAL ASPHALT No NllRYNN X PROP Nn V ME EH1ifSC➢! SMUO LLC IdGV9IXE4 K ME Rua IS OP.PLm. SHINGLES W/ 30# FELT OSB "R ORAWNa MN SPEOMIWS S Nor SE F RMM OR USED BY. E PoR OMM PWM OR ILOI,S r0 MI5 PAO.ECi WMglr ME NRfltfli W/ CLIPS AS ROOF SHEATHING ca-Ti SafSnnna,U"Zor.camarpaa PRE-ENGINEERED TRUSSES g 12 6 rSLOPE 0 J R-38 INSUL © CEILING ! t i uj z w m z DF NO 1 FLAT 2X - F NO 1 FLAT g U e C Y uj LL N N L I 7 Lu FLLc SIMP H10 AT EVERY TRUSS SIMP H10 AT EVERY TRUSS o f Lu J w „ w mo u L (2) 2X6 DF NO 1 TOP PLATES (2) 2X6 DF NO 1 TOP PLATES— (2) Q PAINTED 2X8 2'-0" I� Q w 0 d 9'-10 " 5/a' GYP. B RD AT WALLS (OVERHANG) Y8 7'-0" 0111-0 >FASCIA W/ 2X4 SUB FASCIA GYP. BD. aaaWRAPPED W/ METAL h:, ALUM. VENTED N <W SOFFIT TYP. 2X6 STUDS ® 2'-0" O.C. j = W/ R-23 INSULATION 01 U OSB I EXTERIOR WALLS GYP. BD. 0 3/a"X9Yz�� TJI 110 ® 19.2 O.C. 17/r3"X9Yz" LSL 5#8"0 X 12" 3/a" OSB SHEATHING GLUED AND NAILED R-30 INSULATION RIM BOARD z ANCHOR BOLTS ® 4'-0" O.C. ,. w �. F.G. R-19 INSUL 2X6 PTDF MUD SILL W/ o < 0 3 2 16" O.C. R-19 INSUL --. " m I 3'-10" 2X4 PONY WALL a Y2 X10' A.B. ® 48' O.C. Ln a UNDISTURBED OIL 5/e"0X12" ANCHOR 11" (3) 13/4"Xll%" MICROLAM BEAMS U ao — it U BOLTS @ 4'-0" O.C. o 6X6 DF NO 1 POST R-19 INSUL (4) #4 REBAR 2X4 P.T.D.F. OVER 2 - #4 u SIMP 14 GA. FULL = HORIZ. ® TOP, Lu #4 BARS @ 48" O.C. 1'_6" 6-MIL VISOUEEN o z THE FOOTING BARS HORZ. W CONNECTOR W MIDDLE, BOTTOM FOOTING VAPOR BARRIE _ #4 REBARS @' Q 0 00 4'-0" VERTICALL / / UNFINISHED 9AMP}7&.r( t.H4muA45" E--• I Matto W40-W/4&t4U--o of ) UNDISTURBED SOIL OR BASEMENT 7WCK fW4-0-SM P4c—' 7MC i #4 BARS ® 48' I COMPACTED STRUCTURAL FILL #4 S ® O.C. VERT 48" O.0 VERT oll 4 ONCR. SLAB W/ #3 S ® 24" O.C. p AF` I 22"X8" FOOTING Q��Et4A w yid 4-#4 BARS ti� Qo FL) HORZ LIC.NO.mZ 3-1Y4"X12" LSL ` �� AR984171 I 1A 1/1 2- #4 BARS HORZ. STAIR STRINGERS 2- #4 BARS HORZ. PER STAIR 4 GRAVEL BASE OVER sTgT zl a COMPACTED FILL OR FOF0 NATURAL FIRM SOILS NOTES: €d TiJ4 9r niP<o F"✓6 tadsi of( "1 ALIGN AL ROOF TRUSSES DRAWN PROP/PROD 6 s \ DIRECTLY OVER WALL STUDS R.JOHNSON ES05-0002 2. T BLS 2X6 DF NO 1 TOP CHECKED DATE P SAW Ol/21/05 BUILDING SECTION SHEET TITLE SCALE: Yz"=l'-0" SECTION RECEIVED FEB 0 7 2005 CETY OF THINE 3 SHEET Jd' • _ � _. DATE REVISIONS •' 1/21 CONSTRUCTION , E � THESE DRAMCE FEN AND RWEECT FOR BO ARE HV ARE MA Is AM YRNLL FEN ME PRO.Et1 FOR OF THE MEY ONE Y/CE. ANO SMALL EW THE FAOPFgtt 6 MC EYERCA[d S1L010 LLC fQGA UESS P THE PROLECT IS C(AFLETED. THEY DRANINCS AND SPECIFICA➢MS SHALL NOT BE RCPAOODCED ON=BY ANYME FOR OTHER PRO M ENCETNNS To THIS PRMCT MTHW7 THE WI:N CMSFNT M STEVE MI➢CN,AACHTECT.COPYRGHT 004 f J 1 J I�� V 1 z uj U U m Z m I OFFICE ii OFFICE OFFICE a OFFICE z z M d 9'-0" CLNG 9'-0" CLNG 9'-0" CLNG 9'-O" CLNG u U g C` I Y � BL BL �/ n. < c `0/5 0/50 50/5 0/50 LLJ � LL w Z Z X N LU LL O 1 w a N�0 { SD ® SD SD SD U J =EIL e OFFICE 50/5o LAY ARE L� Q m 9'-0" CLNG 9 0" CLNG r Q w 10 v al SL J TENNANT SPACE > LLZ J BL = 3120 SQ. FT. 1 N " 0 W 0 Q 50/50 Lj = C PY r-- 9' 0" cLN of i MEETING RM SHOW RM 9'-0" CLNG \ \ f ! 9'-0" CLNG BL 0 1 0 1 50/50 j GREETING AREA I I _ A SD I O„ C I z o II SD SD j un Q L--------� ® s0 — CONF ROOM II WAITING AREA w 9 CLING� a ENTRY s'—o" CLNG 119'-O" CLNG ® O SD d BL w 0 50 z a u -17� 0 -1/ 0 0 0 COVERED PORCH OVERED PORC COVERED PORCH 9'-0" CLNG 9'-0" CLNG 9'-0" CLNG t"" fi"+,fn✓*++,�-�/�+v�N ^. 1 ( USED ARC/y/T LEGEND '0 LIC.N0. 2 AR 417 REFLECTED CEILING PLAN z 2'X2 SURFACE MOUNTED Anr FLUORESCENT LIGHT FIXTURES gTE OF1D 1'X4' SURFACE MOUNTED SCALE: 3/s"=1'-0" FLUORESCENT LIGHT FIXTURES DRAwN P1101/1R01 ® 6"0 RECESSED CAN LIGHT R•1oHN5oN E505.0002 INCANDESCENT CHECKED DATE saw o1/zi/os _ EIL BI-LEVEL SWITCHING 50/50 Aso/so RATIO PER 2003 IECC SHEET TITLE ALTERNATE: LIGHT SENSOR SWITCHES REFLECTED , I SD SMOKE DETECTORS CEILING I SURFACE MOUNTED PLAN INCANDESCENT LIGHT FIXTURE SHEET RECEIVED � FEB o 72005 6 BU�.DINCf1 DEETs '� -7 {I: DATE ISSUE =.r 1/25/05 REVISION Post-it`Fa Note 7611 Da"Q/¢ 0 Pa°gash /zrrrn�v� Fam nr E DR EER AAL BPEpFlCAD0N5 ARE INSRDMENR Co./DeN' ti�� D°' E (f � �i.l" � ERNa RIA DE PRQECi fa YMIIH MEY PRE MODE ' 36'GYPBOARD WALLS AND Pnaaa. A Pamea SHALL RE wB THE PRa Rna EOERa EN 2 Z� BD LlC AEDIABIRB IF ME PMECT IS eotP tD. Fea a Fay a a O D EEM a USED BYRFICATONS SHALL NOT BE ANYONE FDR M R MlECR CEILING W/ EPDXY PAINT TYP. j MIX PSBRf HRUMM A AIM THE MUD l z EPDXY PAINTED GYP.8D. y ;F WALLS&CEILING TYP, rc <'SI NEW 18'X30" �'yF Eti 4"X4"CERAMIC MIRROR p dj V } TILE WAINSCOT SSSS r' I FRP OR CER. q TILE WAINSCOT \� HAND SOAP DISPENSER q c TOILET PAPER - PAPER TOWEL DISPENSER O I r VSUN z L I . O V) 6" CERAMIC " o N z BASE TILE ^ n zz € q 12' 13" o W Z w FLOORI TILE 4 3 ~ Z I Jo m WRAP HOT WATER v Z m m PIPE W/INSULATION Ay / , z U Q d n r 6"CERAMIC TILE BASE w/ p, Ce `.'. REVISE D (WOMEN'S SIMILAR) Luw Z z x MEN'S RESTROOM ELEVATION > >L Lu LL o No ELEyATiON SCALE: NOT TO SCALE m N 9 - W J N TYPICAL RESTROOM ELEVATION a A_8 w = t; 2 SCALE: 1/2 "=1'—O" uQ a I— Q Z O 1/ Lu ; VT M l W REOEIVED I MAR 2 5 2005 I OITY OF tWl Fpv DEPT S O BUILDING u Z O O U. LD Z U � � J IYI Lf Q Lu L LL O Z LuO Z U Q O F USED AROjy�r N A.Wj��C, J Fn LIC.N0.FZ AR98 1 s ems- o Tq�OF 10P� DRAWN CRH.SJEAOCWKHE NDS ON PROP/PROJ ESOS-0002 DATE 03 ' SHEET TITLE ELEVATION SHEET A- 8 BENCH MARK: l NW B T ON F3127 ELEV. 3689.66 \ J-u� NW BOLT ON H 6 JUUE LANE UNDERGROUND RUNOFF RETENTION 4' 150' EAST OF EASTLAND IRR BASIN DEPTH W 6" MINUS DRAIN / CATCH BASIN ROCK AND FABRIC ON SIDES & TOP GRATE ELEV. 84.94 Engineers•Surveyors•Planners m w INV. ELEV. 79.80 ro PIPE INV. ELEV. 82.44 S89*23'06"W 2-1" VERT. N O S5 180.01'CURB CUT FOR \� Fc PIPES 4 1" VERT. PIPES M EXCESS RUNOFF - - ---� - `�6?; / 2-2' VERT. U) N om0 a 3384 CATCH BASIN GRATE ELEV. 86.07 I PIPES J V. > N v PIPE INV. 82.30 __ E�e /// W Q O .rn E 3885 _ - e // w L c�'�ci cmi co 3886 s �68 E EJ'I Z "O co r m9 0rO _ l( O 00 J J L.i C7 t N z N 9 ' SETBACK �.� a Y--. \--- i/ Z 'C- ai .. - -- l I IJ LroL r LL Lo c a doss 12"PERF PIPE 2 _ II lG ' 10 5 0 10 20' 24' 20' � w _ __ /5! ! iXQ4/ ass- / li✓/f4G %__..� SCALE IN FEET QS ONA BEN. it II 7 i o� s < - w LEGEND 9rE DF �oP EXISTING SEWER MAIN --EN --- EDGE OF PAVEMENT W a SAW CUT PAVEMENT w o !!77 (� a w I�•Z r �O I I PROPERTY BOUNDARY o w _ w '� u� -°o I I w STREET CENTERLINE i Vw,o i$ m > II ----x EXISTING FENCE i�oy = n U i - EXISTING CURB w Z. u oLL4rcW a a II NEW CURB 0 w>_ w w m > 3 »oo CT FinaLL 360 U w N ro I I PAINT STRIPE w z z>z - N MAJOR CONTOUR o oy�z2 rc Fa N II a MINOR CONTOUR ti �- ``�ha ��° I — ----�� <o a a� FINISH GRADE CONTOUR o?a w w woor f Z ') " `°� I I SUBSURFACE RUNOFF RETEN. ''T a 3 z ---------- p DRAIN PIPE �J II ® MANHOLE 0 In N w II L) w $ POWER POLE Q xg I I Q • (D TELEPHONE RISER Ld 61 v II D4 GATE VALVE d SIGN DECIDUOUS TREE o 35'fea Ram ti I I u- p CONIFER TREE ,1111 /55 - 3866 � 0�0.0 N 00 _. BUSH IZAP mU J Lu ®IRR GONG. LID , LL•---Sim— .�c II (!) /- V E ECTRIC S _ I MH 67, 3887 Yrp cr, {�i Bo'G �' S N89 WE 150.26 / tp ®IRR \A LI..I so•zc x10 = gar�ssF-�G ZAQW�5 3 AvuA/ I I Sri �5 Z INV.- 3683.15 I I STING SIDEWALK �30 BvOt6� +ANeW P % Fret. Q ~ 0�0 oFA G�OJ�� INV.-=3683.24 II 8" PVC INV.=3678.91 II INV.=3679.66 Lv — — IN V-3680.11 INV.=3678.99 — — — — — — — — -- — — — — — — — INV.=3678.77 JULIE LANE Lf- � CAD FIL 004223 ' ^35'S7i2/!�- /01d12S 0-1VAl '' /3J iiN4 II SGG 3ar�sf Rs 'LS G 00 Peatiam.'.a/c SURFACE STORM WATER RETENTION CALCULATIONS UNDERGROUND STORM WATER RETENTION CALCULATIONS DRAwIN- ^!� � 'A II DRAWN BY_KCK -�/���/.� Z BUILDING AREA: 4249 S.F. X 1.6/12 X 0.95 = +538 C.F. BUILDING AREA: 1792 S.F. X 1.6/12 X 0.95 = +227 C.F. DESIG -- �f{.�(JLL L�•-E / : `ilk J \ CHEC Y: RLH / INV.-=3683.58 DSCAPE GRASS AREA: 9,441 S.F. X 1.6 /12 X 0.20 =+252 C.F. PARKING LOT AND SIDEWALK AREA: 8141 S.F. X 1.6 /12 X 0.95 =+1,031 C.F. SCALE ET s14V ` T, HOR SC AL TOTAL PREDEVELOPMENT ALLOWANCE: 13,690 S.F. X 1.6/12 X 0.35 =-639 C.F. STREET AREA: 2534 S.F. X 1.6 /12 X 0.95 =+321 C.F. VER SCALE: �fC �� TAL RETENTION REQUIRED FOR SITE.: +151 C.F. LANDSCAPE GRASS AREA: 1575 S.F. X 1.6 /12 X 0.20 =+42 C.F. usruaonrEO:ov �/2 !J!✓Q[lL9i/n/!s TOTAL PREDEVELOPMENT ALLOWANCE: 14,402 S.F. X 1.6/12 X 0.35 =-655 C.F. SHEETS TOTAL RETENTION REQUIRED FOR SITE.: +966 C.F. OF 1 I , DATE REVISION) , 1/14 CONSTRUCTION. is 1/21 CITY REVISION -' i NEW "" Fli � i b E Bu' ' l N G 1 : s gv6¢raR ne6Pro�sc�oimc r i u i1 i ICI G �` N '.i "9+],u.uu�u n¢anamtt a n[[ttgc;� j • " OR 1E.maim. AND PE A 5�3!NNOT Tim` _ - - REPINWLF9 fA0.Rh5 y Tiff RMA K C 0 N J0 O M m 1 0 -j J TWIN AHO :: L tips awl (� ) I FALLS , 4 �'0 3u s7 No Da U x i6S�-46t' Sly ,•�, e �..$�5F a ,per-T a i 47 BclsN 5 !N /i27r7LvjL Sze+P onru �L�IOJu{7wc BL�h . uj u H' uj Z � d n Z h P�21 � -mfi� Fain Ilbx49' zuj y I?-2 P2O AJ f) w Rai(✓1 >uj uj L I r c p j9 r —7— V a'-r ABBREVIATIONS AND LEGEND: RA ¢ °WING INDEX: ba. .,. .�. w> SB9'23'O6'W ,a, 60.0+' Rom"^'� ® m SD SMOKE ECTECTO 6 1- .� R]"� w]. y d 0 UNLES NOTED HERW E SD-1'. COVER SHEET, SITE PLAN, w $ PTDF PRIES RE T TED DOUS FIR DRAWING INDEX, BUILDING 93' sETe CK 20' 24' z0' N. y TYP TYPI 'L ly CODE AND PROJECT DATA, IE NV NATION UNDAICINITY MAP DF1 DO LAaFIR A-1 UNDATION PLAN 'i I a HDR HEADEf A-2 IN FLOOR PLAN _ O.C. 0 C LATER A-3 TERIOR ELEVATIONS I ' Is -lui,qC[ p -¢ I o° ® I E XTINGUISHER ' # A-4 XTERIOR ELEVATIONS I I lIx A-5 OOF FRAMING PLAN A 6 a BUILDING SECTION �0f A7 REFLECTED CEILING PLAN I 1, BLrID,NG CODES 8c PROJECT DATA: Z U� J pp _ r � Fx o a s II E¢t Y. 1. BUILDING CODES: o v W 3 g z / t A. INTERNATIONAL BUILDING CODE (IBC 2003) z < in w o < II - s o P `E LINE B. INTERNATIONAL MECHANICAL CODE (IMC 2003) m a c,o ^ a II g r p > 1E BAD EAST C. INTERNATIONAL FUEL GAS CODE (2003) U o W ° 8� ` "€ E. NATIONAL ELECTRICAL D. UIAIFORM PLUMBING C�ODEDE ((NEC UPC 2003 ) oo o �, J £ o N a II F. INTERNATIONAL ENERGY CONSERVATION CODE (IECC ' 4 zQ Z w e� G. ANSI Al17.1 (1098) Z v~ o NEW TKO OFFICE Q ( E w BUILDING 2. OCCUPANCY TYPE B, PER IBC 2003 r II n. I I . wr 3. CONSTRUCTION TYPE V B, PER IBC 2003 4 200 r U ' N z� ¢0 4. SEISMIC CLASSIFICATION: DESIGN CATEGORY C ow x SITE CLASS D PER IBC 2003 m Z Q 12" URB OPENING c1Dio 5. ROOF DESIGN LOAD �pARp OR JULIE LANE '� DEAD LOAD: 25 PSF LIVE LOAD: 35 PSF ws W6913WE 150.26' \ Q q LIC 11 ---EXISTING SIDEWALK [Q - ` 6. WIND SPEED: 90 MPH 3 SEC. GUST VELOCITY K Io t1fu�,Dv�i.l�Ge °`xeeiG�r/nl� " j „,•,,,, „..,,R„ 7. GROUND SNOW LOAD 15 PSF �TEOF1pPYr cn DRAWN PROP/ \ R JULIE LANE �I FALLS AVE EAST 8. FROST DEPTH-24 INCHES Y 25'¢RIV/ 1Y 6E]9 p -�, R.JOHNSON R CHECKED DATE ( ? 9. OIL BEARING PRESSURE: 1,500 PSF (ASSUMED) f ' SAW 01/14/05 'r ` SITE PLAN NOTES: VICINITY MAP 10. SQUARE FOOTAGE: OCCUPANCY: (PER IBC TABLE SHE TLE 1003.2.2.2) a SITE P 'AN 1. COMPLY WITH TWIN FALLS CITY N.T.S. No A. TKO OFFICE TYPE B= 2,544 - 25 OCCUPANTS (�� 4 SCALE: 0: FOR ALL STREETS, SIDEWALKS, RTM B. TENNANT SPACE TYPE S= 3,120 - 31 c� CURBS, AND RADIUS WORK. C. TOTAL FINISHED SO. FT.= 5,664 - 56 " Sit 2. VERIFY ALL ELECTRIC, WATER, D. UNFINISHED SQ. FT.= 1,106 - 0 ` GAS, AND SEWER.UTILITY LOCATIONS PRIOR TO DIGGING. 11. FIRE SPRINKLERS NOT REQUIRED 12. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNS PER IBC 2000 SECTION 1003.2.10 AND 1003.2.11 r