Loading...
HomeMy WebLinkAbout03-492 473 Hankins Rd S plans .'� 03'gg2 Permit Number OA_�L[`�'03 Lighting Compliance Certificate Checked By/Date 2000 IECC COMcheck EZ Software Version 2.4 Release 2b Data filename:Untitled Section 1: Project Information Project Name: Western Farm Services Designer/Contractor: Hansen-Rice Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Office 3297 Storage,Industrial and Commercial 12756 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] I Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 17702 13232 YES I Exterior Lighting [ ] I 2. Efficacy greater than 45 lumens/W Exceptions: Specialized lighting highlighting features of historic buildings;signage; safety or security lighting; low-voltage landscape lighting. I Controls,Switching,and Wiring [ ] I 3. Independent controls for each space(switch/occupancy sensor). Exception: Areas that must be continuously lighted. [ ] I 4. Master switch at entry to hotel/motel guest room. [ ] I 5. Two switches or dimmer in each space to provide uniform light reduction capability. Exceptions: Only one luminaire in space;An occupant-sensing device controls the area; The area is a corridor, storage,restroom, or lobby;Areas that must be continuously lighted; [ ] I 6. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] I 7. Tandem wired one-lamp and three-lamp ballasted luminaires. JO E PLANS Plan t be on Job Sit or all inspections. Exceptions: Electronic high frequency ballasts;Luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2000 IECC requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer-Name Signature Date o3- �Ctz Mechanical Compliance Report 2000 IECC COMcheck-EZ Software Version 2.4 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\IGLOO DEVELOPMENT.cck Section 1: Project Information Project Name: OGLOO DEVELOPMENT 11 TWIN FALLS,ID. 83301 Designer/Contractor: HANSEN-RICE,INC. Document Author: BRIZEE HEATING&AIR CONDITIONING 227 2ND AVENUE EAST TWIN FALLS,ID. 83301 733-2624 Section 2: General Information Building Location: Jerome,Idaho Climate Zone: 14b Heating Degree Days(base 65 degrees F): 6510 Cooling Degree Days(base 65 degrees F): 644 Building Use Method of Compliance: Activity Type Method Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quantity System Type&Description 2 HVAC System 1: Heating:Unit Heater,Gas 2 HVAC System 2: Heating: Duct Furnace,Gas/Cooling: Rooftop Package Unit,Capacity<65 kBtu/h,Air- Cooled Condenser/Single Zone Section 4: Requirements Checklist Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Unit Heater(Gas): 78%Et @ Maximum Capacity,74%Et @ Minimum Capacity Requirements Specific To: HVAC System 2 [ ] 1. Equipment minimum efficiency: Duct Furnace(Gas): 78%Et @ Maximum Capacity,75%Et @ Minimum Capacity [ ] 2. Newly purchased cooling equipment will meet the cooling efficiency requirements Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls must have 5 deg. F deadband Lighting Application Worksheet 2000 IECC COMcheck EZ Software Version 2.4 Release 2b Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x C) Office 3297 1.5 4946 Storage,Industrial and Commercial 12756 1 12756 Total Allowed Watts= 17702 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E 1 Lo-Bay/Metal Halide 400W/Electronic 1 23 400 9200 2 Troffer/48"T8 32W/Electronic 3 42 96 4032 Total Actual Watts= 13232 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 17702 Total Actual Watts= 13232 Project Compliance= 4470 Lighting PASSES: Design 25%better than code Q , ' m Q 0 rIECI'IVED N 7�dland ns have W d approved t) 4 2003 n Subject CITY OF TWIN FALL S ectionBUILDIN DEFT. ��—.t7y;1� x o (� L� 0 LL n w r N N_ 6 Z ol ul F Z r` Z U o cv j � o m IGLOO DEVEL LU PMEN O T II q O cd W q Zr � � C, Z . ,�1• •^T, w ti V F O 2 � F F , g TWIN FALLS , IDAHO zi . o u m z } TENANT IMPROVEMENT z y � 14 zliu � W 3� a J U PROF SSIONAL LICE ARCHI� AR-2i - AR-24 See S'�-ciao Provtsioh5 on Pertv�i}- �; ►� Por}ablr- Ex-�t�u�s4�er's r. �)SPtih1(ler s�siewt Ce/1iT(ca41'on EF r Te S EOFI A 3) Firt maLr"Cw343 iCa+iov\ DO NOT SCALE DRoQ1 _Z CONTRACTOR 5ti-ALL VERIFY ALL CONDITIONS AND DIMEN51ON5 AT THE JOB SITE AND NOTIFY HANSEN-RICE,INC.OF ANY DIMENSIONAL ERRORS,OMISSI OR DISCREPANCIES BIEFOfff •i GEGINNING OR FABRICATI ANY UORK. ro U i DF:AWN BY SHEET TIP R GUERRERO T0.0 ;1 p DATE REV. Il JUNE 03 SCALE a 24'x36' JOB NUMB NONE 0360! Aug 12 03 05: 59a Chuck Collins (208) 733 4475 p, 2 Permit Number S 11�3 is ee Certificate Checked By ate 2001 IECC U)P O iJ G GOD E COMcheck-F, are sion 2.4 Release 2c I ename: Untitled Section 1: Project Infor tion Project Name: IGLOO It Designer/Contractor: HANSEN-RICE 0i i,( TIA11 i.!€F'4<;•L': Document Author: CHUCK COLLINS Notes: ECOND REVISION USING AREA ATEGORIES INSTEAD OF THE WHOLE BUILDING APPROACH Section 2: General Information Building Use Description by: Activity ype Activity Type(s) Floor Area Office 3034 Industrial Work,<20 ft Ceiling Height 1315) Prct Description(check one): r.-New Construction —Addition Alteration _U e nditioned Shell(File Affidavit) Section 3: Requirements Checklist Bid-. Dept. Use i [ J Interior Lighting 1. Total actual watts must be less an or equal to total allowe watts Allowed Watts ctual Watts Complie Y/N) -32 6$' 1-7'10 -14+M 13232 YES I Exterior Lighting [ ] 2. Efficacy greater than 45 umens/W I Exceptions: Specialized lightin highlighting features of historic buildings;signa e;safety or security lighting; low-voltage lands ape lighting. I Controls,Switchina,and Wiring [ J 3. Independent co trols for each space(switch/occupancy sensor). I Exception- eas that must be continuously lighted. j ] 4. Master switc at entry to hotel/motel guest room. [ ] 5_ Two switch s or dimmer in each space to provide uniform light reduction eapab ity. Exception Only o e luminaire in space;An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby;Areas that must be continuous] lighted; j ] I 6. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] I 7. Tandem wired one-lamp and three-lamp ballasted luminaires. 0 IPU DRAWING INDEX CODE ANALYSISi Od 1 OCCUPANCY GROUP: MIXED - /B w CONSTRUCTION TYPE: IIB HANSEN-RICE, INC. _ _a .: r N CxENER4L GONTR.4CTOR Engineers, Inc. ALLOWABLE AREA: � ENGINEERS/SURVEYORS/PLANNERS inc�rQvr�4BS.F. z5c�-S.F. d) BASIC ALLOWABLE AREA: B 23,000 S.F. (ACTUAL) 3,297 S.F. S TOTAL: 16,053 S.F. CIVIL Im TITLE C1.00 SITE/PLOT PLAN FRONTAGE INCREASE: Of TO.00 TITLE PAGE If = 100 (529/529 - 0.25) 60/30 0 TO.01 DRAWING INDEX/PROJECT SUMMARY If = 100 (0.75) 1 TO.02 LEGEND AND REFERENCE STRUCTURAL If = 75% o _ � Z SC 1.01 FOUNDATION PLAN AREA MODIFICATION (PER IBC 302.3.2): ARCHITECTURAL Sc 2.02 FOUNDATION DETAILS Aa= 17,500 + (17,500 X 75 / 100) + ( 17,50o X 300 / 100) Z m o A1.00 FLOOR PLAN Aa= 83,125 s.f. (ALLOWABLE) > 16,053 S.F. (ACTUAL) O.K. N 41.01 ENLARGED FLOOR PLANS LV ° A1.02 ENLARGED FLOOR PLANS AND ELEVATIONS RATED WALL/CEILING ASSEMBLIES: 43.00 WALL SECTIONS h5'I I�'000 SF UR FIRE RATED BARRIER WALL IS REQ'D BETWEEN D�� g1251 • qF A6.00 ROOM FINISH SCHEDULE z q S I ^ y ss SDVI THE B2. D TkiE--H-4 OCC. SEE FLOOR PLAN FOR SPECIFIC Z = z �- A6.01 DOOR SCHEDULE I Sy I I / REFEgENC fi0 TH GYPSUM ASSOCIATION. W Q 4 k Al.00 GUARDRAIL SECTION 1 HR. FIRE RATED CEILING: PER SECTION 708.4, EXCEPTION 3, CORRIDOR CEILINGS MAY BE CONSTRUCTED SIMILAR TO Z g w CORRIDOR WALLS. a Fo EXITING REQUIREMENTS: F o OCCUPANTS MIN. EXIT REQ'S MIN. WIDTH PANIC HDWR DOOR SWING ^ w 3 WAREHOUSE 26 2 10.4" NO OUT a z OFFICE ,3'3��_ 1 6.6" NO N/R g EXIT SEPARATION: EXITS ARE REQUIRED TO BE SEPARATED BY 1/3 OF THE MAX. DIAGIONAL EXIT SIGNS: WAREHOUSE - EXITS AND EXIT ACCESS DOORS SHALL BE MARKED WITH EXIT SIGNS. Hi OFFICE - 1 EXIT REQUIRED Z 0 O EXIT ACCESS TRAVEL DISTANCE: Lu Cl o B OCC = 250 FEETLu O N STANDPIPE AND HOSE SYSTEMS: o A MANUAL FIRE ALARM SYSTEM IS NOT REQUIRED PER IBC SECTION 907.2.5. Q z w AN AUTOMATIC SMOKE/GAS DETECTION SYSTEM SHALL BE INSTALLED PER IBC u O p SECTION 907.2.5 & 908.3. o 0 EMERGENCY ALARMS PER SECTION 2704.9 OF THE IFC ARE REQUIRED. -1 9 w w l� HIGH PILED COMBUSTIBLE STORAGE: Z NOT REQUIRED - LESS THAN 12' HIGH. W U SMOKE AND HEAT VENTS: f-RqEPSIONAL SEAL w LICENSED ARCHITECT a NOT REQUIRED PER IBC SECTION 415.6, ITEM 1. k-o PROJECT SUMMARY MECHANICAL VENTILATION:THE WAREHOUSE IS REQUIRED TO BE VENTILATED PER IBC SECTION 414.3. SITEi FACILITYi DESIGN. J STANDBY OR EMERGENCY POWER: ZONE M-2 SIZE 16,040 5-F (EXISTING) DESIGN CODE 2000 IBC REQUIRED PER IBC SECTION 414.5.4, ITEM 4. Do NOT SCALEORAUMGB N SIZE 115,521 S.F. HEIGHT 30 FT (APPROX.) STEEL DESIGN 1g86 MBMA SPILL CONTROL & CONTAINMENT: CONTRAMONS CTOR SHALLAND NOTIFY z AT ALL �TNE JOB SITE AND NSI NS ASPHALT SEE CIVIL OCCUPANCY TYPE 5� P 4 B SNOW LOAD 25 PSF HANSEN-R ERR40FANY REQUIRED PER SECTION IFC 2704.9 ORDbGREPANCIE6BEIFoR w LANDSCAPING SEE CIVIL CONSTRUCTION TYPE II-B WIND LOAD 90 MPH UNISEX WAREHOUSE RESTROOM BANY UjOW IOR FABRICATING I 6 PARKING SEE CIVIL FIRE SPRINKLER YES EXPOSURE FACTOR C DRAwNBY 514EET HC PARKING SEE CIVIL SEISMIC ACTUAL EMPLOYEE COUNT IN WAREHOUSE IS 4. D�Icuc��aa,� C RGuERWRo T0.01 FROST DEPTH 24 IN DATE REV. ©]JULY 03 Q SOIL BEARING 2,000 P5F SCALE®24'x3b' JOB NUMBER o NONE 03601 nug 12 03 05: 59a Chuck Collins (208) 733 4475 p. 4 f Exceptions: Electronic high-frequency ballasts;Luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2001 iECC,Chapter 8,requirements in COMcheck-EZ Version 2.4 Release 2e and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer-Name Signature Date -- x..oar AYO ------- ------- - ----LZ-------------------------W---- ------------------- 12' - RETAIN EXISITING EXIST 8"PRIVATE SEWER SERVICEV11 ' LOCATED IN LOTS 2 & 3 r G 'TCHH FLOWLINE H o W1TN MANHOLE SLOPE=0.43% m ... I _ I , I _ _ _ _ _ _ _ _ N 90 0o'oo"E 319.08' INCOM INDUSTRIAL PARK SECTION 24 U ¢0 I y N 159.54' I $9.$4' - - - WO y yC! ---- ------------ --------------------------------- ----------- TOWNSHIP 10 SOUTH, RANGE 17 EAST, z n- Bullding Plans have Wb.nZ11 %dandapproved TWIN FALLS COUNTY, IDAHO ` JI--G,LOT LINE(TIP) N�pTlstructlon Sub ect EXISTING FIRE HYDRANT ® D0 po II r------------------------1 bFleldlnspection &GATE VALVE pen (A'oo I EXIST 1"WATER SERVICE I I EXISTING: PROPOSED: C °°In 10'MIN.SEPERAPONPROPERTY BOUNDARYmROAD CENTERLINE �W 0 EONDRAINAGE SWALE ian IS7 4"PRIVA WER SERWCE� SE EDCEEASEMOF ASPHALT ENT - - - ........._............ C >W Q E I I - STANDARD CURB&CUTTER - - -- W 5 W Q LL '" I /)S I I STAND UP CURB -- J u • VLCZnLty - N.TS. y y 10� I I I WATER MAIN ro'-r e,Y ��SIDEWALKJO N m t I Jam y ,!, I(I y� E> ,6 I I STORM DRAIN MAIN = -- 12"SD I ` a�3 I I ice.. I I IRRIGATION MAIN =let- -- 12*1 U J a 30"PIPELINE $ 3'Id �O T I FUTURE EXPANSION - - 5 NA VIRAL GAS(UNDERGROUND) .� LL 3•PLANTIAIX PAVEMENT I y yI _._ j - LOT 3 I TELEPHONE(UNDERGROUND) xT -- Z -III I I _ LOT A 5 I I OVERHEAD POWER LINE 0) y m I ?.36 A C. I - I 1.36 A C. WATERCONTOUR LINE -----va-- N z N 2'-}q'BASE AGGREGATE - I I I I WATER METER ® ® N 3 COMPACTED TO 95%MAX.DENSITY 12, I y y I I I I SEWER SERVICE a w 1 12•BASE AGGR. AS HALT ROADWAY II I I I PROPOSED EDuj GE OF 8"THICK FIRE HYDRANT >j Y COMPACTED TO 957i MAX.DENSITY I y y I I I ' GRAVEL RO WAY I WATER VALVE [b H I I I EXISTING EDGE OF GRA L I MANHOLE O O SUBBASE-COMPACTED TO 957E MAX.DENSITY I y CLEANOUT • y I I ISY I TELEPHONE RISER o I I I I I END OF ASPHALT ORI I I POWER POLE t NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER I TRANSFORMER PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT ✓ POWER POLE ANCHOR 3/4-AND 1 1/2•BASE TO BE CRUSHED GRAVEL TO �I I iHICKEND ASPHALT EDGE(TYP) 14J3 TA I IRRIGATION STRUCTURE 13 Q I CATCH BASIN CITY OF TWIN FALLS STANDARDS h SPECIFICATIONS. 1'W x.5'D SWALE BETWEEN CURB I TRAFFIC RATED CLEANOUT I R C F I V E D &DRAINAGE SWALE FLUSII W/TOP OF ASPHALT GN DRAINAGE DIRECTIONAL ARROW T H Typical ParkingLot Section 0 y FIBER OPTIC MARKER(UNDERGROUND)yP y y I I I ( AlG z 1 2003 777, LIGHT$ o--Zti'� .+IE TWIN❑ 26' EXIST WATER METER INSTALL FIRE WATER SERVICE cl o)INGDPALIB Desi�n Notes y I4OINGDEPT. - 30'LANDSCAPING LINE REFER 70 SPRINKLER PLANS FOR SI I DESIGN GRADES SITE DEVELOPMENT 1rorcWu •oaaon GONG ONgKK ,( rtRwxE • R CONST CONSTRUCT �1 ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q y y I y FROM FUTURE BACK OF SIDEWALK _ I BE?XH NARLE ASSfAM 10°°`A9"'"I' '°dI rA C.GTf. on,0,_FALLS TZ•�� 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. IO I `� WI - LANDSCAPING TO BE INSTALLED SEE CONCRETE PLAN m¢rcA>PII/Lr •ono FA I CC N�t7N PAST'PRCYPIDLTY PB4 OF I.OT 3 E.O c. FDGE aF GRASS I LANDSCAPE - I PER ORIGINAL AGREEMENT I I I rre asawx •maR rex BJWM naxisnUAL PARK FFE. EKIISN BOOR ELEVATION SOIL BEARING CAPACITY=2000 PSF ALLOWABLE HATCHED AREA`L1 FOR DOCK DETAILS I rw v ooas-R •ano rec GB GRADE BREAK ASSUMED, TO BE VERIFIED BY CONTRACTOR,NO CLAY I I - - 70P OF MN ELEVATION-3414118 rro a aAm .onao To OR NON-ENGNEERED FILL BEARING SOILS ALLOWED. ,�. 1'CURB CUT IN EXTRUDED CURB -D 24'SWING GATE I N 1w rc aAe m RTc NVT INEERt a y - EXTR�IQED CURB(TYP) I I I (Port IV NE.r,1¢/ Y.D. WAN DOOR FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR -15.15 TA 14.99 T 14,14 TA4 O.N.P. OKR HEAD POKER O SHALL DETERMINE THE QUALITY AND COMPACTION OF Z - I I 5Y x 4'4" x 4"7 CONC. STOOP 1. CC I ON.O. OVER NEAR DOOR THESE SGLS. - ALL FlLL SGLS 70 BE COMPACTED i0 y 545 TC 15.85 iC I6.J3 TC IIy Ro �`ARQN 95x OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD Y I 'I I I 1700 TCC I I 0 10 20 40 So STORM DRAM PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8"LIFTS. I N�� y (14) (13) �, _ 5.70 TA&TO.W. I tF.cC TIM FALLS CANAL COMPANY FUTURE L;+ACK. I TRENCH DRAIN W/ORYWELL W WIN OF SIDEWALK I MONOLITHIC SIDEWALK SEE DETAIL THIS SHEET ,�„ -� '' -•1 I o I sCALC IN FEET / !� THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION a, 32 a> o e� FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I Q I iv I I "; <.; I N- -�ELEV - 17 00 T Z IN WRITING BY THE ENGINEER. T `I' -I°:" 16.61 TC - CONC.LOADING D& (': � N I""y IGLOO BUILDING EXI I ING ` 15.70 7A& �ASPHALi I W I RETAINING WALL DETAIL J (�LANDSCAPE PLANTER ualL Control and Testin ' y y '.�6 TG I F.F.E. = 3417 00� 40 I o BEGINNG OF GRAVELPHALi TRENCH DRAIN OHYWELL O "�'---J ��- (,�.016.86 iC L,,,,e J:1Z o f ROADWAY -OELEV.- 13,00 m J• I v 5,"1' X7 5'L x 'I x 4'T CONC.STOOP Q •15.75 7A o. - ALL MATERIAL SAMPLING AND TES➢NG SHALL BE ACCOMPLISHED O BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE I y y I �' ASPHALT, 16.40 1.5'TO 3'WASHED AGGREGATE MATERIAL SUPPLIER APPROVED BY THE ENGINEER. CC I - I y I I O'L x 16'W x 6"T CONC.PAD 15.15 TA 14.95 lA T F� THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: y y ( '1690 TO a I (�. OF 2) o "' -BELEV.- 10.00 -� a, I I IMPERVIOUS: 16'x4O'x 1.6/12 x+95%- 81 C.F. ,.I rvE� SOILS AND GRAVEL COMPACTION: E„ ASTM D 698, STANDARD PROCTOR la-EXISTI EDGE y I 20 24, 20 5` / n I EXISTING 25'NODE ACCESS,UTILITY,D INAGE, Typical DIYWeII Detail ORYWELL: 5'W x WE x 3'D x 0.40= 84 C.F. rL1 W �N DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE flF I K.�O w CC WATER AND SEWER LINE EA EMENT I N.T.S. ASTM 0 292Z NUCLEAR METHODS. ASPHALT ") o- I O I EXISTING EDGE OF A ALT ELEV.- 15.00 MIN.Qom- DO NOT SCALE DRAWINGS MAX. CONDITIONS AND DIMENSIONS AT Site Summa W y 11 o I ELEV. - 11.75 CO TJROCTORESHAL NOTIFY L 'l' 15.76 TO ".°`70 Typical Swale Detail ANDONNER: IGLOO DEVELOPMENT II ISIS SETBACK 40M CL 1 Z I TWIN FALLS,IDAHO B3JOi N.TS, ENGINEER OF ANY OMISSIONS, 0IO DI 3200&ROAD`I' y' (9) CREPANCI SMIBE IORE'BEGINNING I I Notes OR FABRICATING ANY WORK. ZONING: M-2 y ° I EXISTING BUILDING FOOTPRINT = 16,053 SF(1) 1 y I I /A 15.29 TA NEW BUILDING ADDITION =0 SF 3 1 y �"--�--�' - floes A - O 1 �I� I I 1HICKEND ASPHALT EDGE(TYP I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THExi8`sr TOTAL CONSTRUCTION SITE AREA - 118,527 SF(f) y T I L•2DA1ta 5 5'L z 5'W x 4"T CONC.STOOP I I I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, TWIN FALLS COUNTY AND ALL OTHER LOCAL, PARKING REQUIREMENTS 1 400=40 SPACES , I - 'CHAINLINK FENCE W/(3) I xxx T STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE.SEE THIS SHEET FOR SIZE PARKING PROVIDED=40 SPACES 1 y I CLIPPER SIDEWALK WHERE I i TOP BARB WIRE I I I SPECIFIC OETAILS NOT COVERED BY THESE STANDARDS LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE= 1380 SF. \ I NECESSARY FOR ROOF DRAINS EXISTING FIRE HYDRANT LANDSCAPING SHOWN=2642 S.F. _ I OR PIPE ROOF DRAINS TO DRYWE L I &CATE VALVE 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT R°,C GP(T/'+ \ I COORDINATE WITH GENERAL 'I I I I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ '-'A'-••�w"1°'rs M) Calibration - \ I I I I I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH ro -r wemrs I I I SITE CONSTRUCTION. 4 TC FUTURE EXPANSION PROPOSED EDGE OF ASPHALT I ro ttum rvx o00 HORIZONTAL CONTROL: \ y y 5 8 6 T GB-- 1�4 T I I I :..w NORTH WEST CORNER OF LOT 2 1 2' .31i 1 71 T I 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT EXISTING SI ------------- -----J I T 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS 1pNAL f G� N=7730.O E=I0057.82 I y - F / DESTROYED DURING CONSTRUCTION. >S N NORTH CORNER OF LOTS 2&3(1/2") �, F 34 _ I // I 'Tf y N=7730.7E E=10217.36 _ _ _ _ I 4 C PR NORTH EAST CORNER OF LOT 3(1/2') �� 1 -I 159E �- - - - - - - - - - Ji - NEW CONSTRUCTION SHALL D EXIIDESTING ALL NECESSARY HORIZONTAL OR VERTICAL DRAINTRANAGE II AN BETWEEN N=7730.71 E=10376.9E __6 __ _-----_16.1�T�,�- NEW CONSTRI1C110N AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND S TO SAID CONSTRUCTION. 78 -------- --- -' J �EXIS7)NC EDGE OF ASPS - I 5. ONBEACHE WGRESS AND ON ALL BEI IN LIFTS OF8THROUGHOUT MAX DEPTH. AREA.COMPACTION COMPACTION REQUIRED,REQUIRED ,. Y-' ------ L------------------- IFT EXIS77NC FIRE HYDRANT I ATCH ASPHALT INTO EXISTING 2/ Retention Data: _-_ &GATE VALVE I I I e Yl �8�. '5f x lO sr �- GW�S y\GC` 2nFW .Po (SEE SWALE DETAIL - THIS SHEET) RETAIN&PROTECT STOP SIGN 59349 v .dS /790 5f 6. EXIS77NG U71LIlIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR I�-EASEMENTS(SEE FINAL PLAT) ( T I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTEC77ON OF UlIL17TES orm G.MARTENS BUILDING AREA PROPOSED&FUTURE=28,000 S.F. L�- - - - - - - - - - _ - - - - - - - - - - - - - - AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR ASPHALT&CONC.AREA=46,128 S.F. I 70 NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE&OR CAPE AREA=44,400 S.F. I I EL.DRIDGE ARE. (PRIVATE) I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND 9a S.MARTENS IMPERVIOUS: 44,128 x 1.6/12 K+95x= +9,389 C.F. EXISTING 30"CULVERT SPECIFICATIONS. 44,400 X 1.8/12 x+20X= +1,184 C.F. - I i 7. VITEK - Li 118,527 K 1.666/72 x-355= -5.532 C.F. I 7. AFFECTED UTILITY COMPANIES SHALL BE N07IFIED Al LEAST TWO(2)WORKING DAYS PRIOR RETENTION R 1UIRED= +5,041 C.F. TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. SWALE 1: 100'x 16'x 3.25' � A. FEB. 2003 RETENTION PROVIDED= 5,200 C.F. I I I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS SHOWN - _ FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 58.00' 159.54' - SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. --- 23 159.54' - - I 546-01ST1 Is 24 S 90.00'00"W 319.08' LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S.&SPECS. -- Curb Radii Data:-- City&EngLneenng Contacts Utility Company Contacts 'T9- -THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS REOIESTS 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. IDAHO POWER INTERMOUNTAIN TAIN CAS COMPANY Q-WEST CABLE ONE E 0' 20' 1�40' DI 50' THIN FALLS,IDAHOU83301T 345 TWIN FAL�DID IDAE EAST 601 HO TWINPALLS,IDAHOE LINE A8330�1 321 TWINSFALLS,IDAHO 93301ND AVENUE 7 621'NORTH COLLEGE ROAD SUITE 100 TWIN ENGINEERS P.O.FALLS,IDAHO 83301 TWTNBLUE FALLS,ADHO BLVD.KES OI TMNF°ALLS,IDAHO 83303 TWIN FALLS,IDAHO 83303 OX f946 "' pROR i0 HCONSTRUCTION�NCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED C LOO 1-208-735-7232 1-208-735-7288 1-208-736-2190 1-206-7J5-7273 TWIN FALLS,IDAHO 83301 1-208-736-3478 1-208-737-6300 1-208-733-0332 1-208-733-6230 W REX CHAMPNEYS MARIANNE BARKER GREGORY T.MISBACH GARY YOUNG 1-208-734-48M TOM ADAMSON REGINALD LARSEN KIM OVESNELL RON BURNS nug 12 03 05: 59a Chuck Collins (209) 733 4475 p. 3 Lighting Application Worksheet 2001 IECC CON4L-heck-E'Z Software Version 2.4 Release 2c Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category ft2 watts/ft2 B x C Office 3034 1.5 4551 13151 -2-� 1 -O �56 is I St 9 � 1 ltG�e j cL � Ci Total Allowed Watts= y2F6-8- OZ Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ tl of Fixture 1D Lamp Description/Wattane Per Lamp/Ballast Fixture Fixtures Watt_ D x E 2 LO-BAY/Metal Halide 40OW/Electronic 1 23 400 9200 1 3TA.MP^''rQ—.)=4zU6/48"T8 32W/Electronic 3 ,4142 96 59,15 40 j Z- Total Actual Watts= 1;4;6 13 Z F Z Section 3: Compliance Calculation If the Total Allowed Watts minus the Total actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= CGS 1-1 -Ib2 Total Actual Watts= 13-1 13 32 Project Compliance= 1903-2• qL�1 d Lighting PASSES: / tter-t -------W ------- - - - --- =-------------=--------W---------------------- 12. LOCATED IN LOTS 2 & 3 RETAIN EXISITINC EXIST 8"PRIVATE SEWER SERVICE WITH MANHOLE SLOPE=0.43% N Dl I IATCH FLOWUNE - - = o N 90.00'00"E 319.08' _ INCO_M INDUSTRIAL PARK SECTION 24 C W O C7 159.54' 159.54' -� I y� ---- ----------- -- - -------------=------ ---------------------------- TOWNSHIP 10 SOUTH, RANGE 17 EAST, - Z " r I I TWIN FALLS COUNTY, IDAHO ` Qw� w�I I LOT LINE(FM) EXISTING FIRE HYDRANT a_D 0 0 I o W oil r---------------�________- &GATEVLVE l geed. - - ¢NMI ,y �b- I EXISTING: PROPOSED: [ 0 0 I EXIST f'WATER SERVICE 100 In 0 I I I 10'MIN.SEPERATION 1 PROPERTY BOUNDARY - • - • - • } m z� _ I j - I ROAD CENTERLINE - •�W o --JA I EDGE OF ASPHALT - - - .... .... T-- Q x E DRAINAGE SWALE I I i ._ ---EXI$7 4' SERVICE I EASEMENT CQILI ¢STANDARD CURB&GUTTER 6 d�� ISTAND UP CURBW W_ U Y is nit N.LS. .� .� I I I I I SIDEWALK J m e I I IWATER MAIN N'--r e'w � 0 V) EI ISTORM DRAIN MAIN 12'SO iA U JIRRIGATION MAIN12'1 Q t"' `I' �r 3'1 I FUTURE EXPANSION ' I I I NATURAL GAS UNDERGROUND "' W LLr 30'PI ELINEW � P31 V,f1 * LOT 2 I O p I LOT 3 5`' I I TELEPHONE(UNDERGROUND) ) r -- LZ3"PUN7IAI%PAVEMENT 10, d __-_�_305 D°-' I AI I OVERHEAD POWER LINE Z 02"- 4"BASE AGGREGATE 1•36 ' `C• 1-. - I 1.36 Ac. - CONTOUR LINE ------J14)-.--WATER METER 0 ® I Z N3=2 COMPACTED TO 95%MAX.DENSITY 12' I W W I I SEWER SERVICE �- E 4-SS- 01 t0 I--6'-1 1 2•BASE AGGR. A HALT ROADWAY "�� I PROPO 'THICK I FIRE HYDRANT Yl w/ d WAY ICOMPACTED TO 957i MA%.DENSITY 1OKA}SI G S�DnI.SY • I 7IMANHOLE LV£ 0 OSUBBASE-COMPACTED TO 959 MA%.DENSITY I I/ � jl'c "D sixe r n 1' '�Se)•O rvery y•nulY• I EXIGRA CLEANOUTiTELEPHONE RISERNOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER I I TRANSFORMER ET DRI I I POWER POLE 4. PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT F- I `F' POWER POLE ANCHOR e-- 3/4"AND 1 1/2"BASE TO BE CRUSHED GRAVEL TO ❑ I I i ,I 7HICI(END ASPHALT EDGE(TYP) 14.73 TA - IRRIGATION CATgSTRUCTURE m m CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. 1 W x.SD SWALE BETWEEN CURB TRAFFIC RATED CLEANOUT Typical ParlQngLot Section rOrFn� i u &DRAINAGE SWALE FLUSH W/70P OF ASPHALT DRAINAGE DIRECTIONAL ARROW T Q- UJ I I I I I FIBER OPTIC MARKER(UNDERGROUND) o-I 6 EXIST WATER METER - INSTALL FIRE WATER S�ICE LIGHTS 'T' �-•4 Design Notes - ❑ W °� REFER TO SPRINKLER I DESIGN GRADES SITE DEVELOPMENT m a xu mm n cave CONCRETE Z 30'LANDSCAPING LINE naWaW •mm n r� j ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q I I FROM FUTURE BACK OF SIDEWALK I I BQ,�M,�A�.O� m ar A 1 •mm TA co�1 CONSTRUCT F� 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. IO I J'I LANDSCAPING TO BE INSTALLED - I ma a.�Rar •mma Carr. EDGCITYE a nRA FALLS I LANDSCAPE I PER ORIGINAL AGREEMENT I C SEE CONCRETE PLAN I NTH BA37'PRCT�t7Y AN OF tAl'3 ED.c. EDLx a tl7A5S SOIL BEARING CAPACITY=2000 PSF ALLOWABLE I �HA TCHED AREA`I' FOR O'T DETAILS IIJODAi _ m a a«aErz •mm ra z.. FINISH FLOOR EIEVA RON 341" G.B. GRADE BREAK ASSUMED, TO BE VERIFIED BY CONTRACTOR,NO CLAY ' 1'CURB CUT IN EXTRUDED CURB - OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. rn `I' A 24'SWING GATE I - wYT INVERT FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR VJ - EXTRUDED CURB(TIP) I (rcrra Nr•rArcl N.O. MAN DOOR OHY, OVER HEAD POWER •1S.IS TA 14.99 T O.H.O. OVER HEAD DOOR SHALL DETERMINE THE QUALITY AND COMPACTION OF - � y I I v- 5'L x 4'4" x 4"i CONC. STOOP �1�. -CC - O THESE SOILS. - ALL FILL SOILS R BE COMPACTEDSTANDARD TO .a- 45 TC 15.85 TC 16.33 TC I RD Ron`DRAIN 95X OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD Y I 'I 1100 TCC I I 0 10 20 40 so 5TOW1, PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. I y�� y (14) (13) 15.70 TA&T. I - --� r.F.CC. TWIN FALLS CANAL COMPANY r MRE 1 IdCK. I CH DRAIN W/DR L W/ WITH Z I c I SCALE IN FEET THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIADON I OF SJpEWALK MONOLITHIC SIDEWALH EE DETAIL THIS i � ,.. 32 \�� I o,( u FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I Q I I ,n I of- -�ELEv. 17.00 IN WRITING BY THE ENGINEER. `I' - °W 16 81 T i CONC. (' " z I w I LANDSCAPE PLANTER ICI B ING 1 •15.70 TA& ASPHALT i W I RETAINING WALL DETAL l Q I Control and Teslin I W W '' ,:12 .F.E. 341 OCI 40 EXISTING END OF' I o BEGINNG OF GRAVEL�HALT -TRENCH DRAIN g I �•016.86 TC PE IV1/X-' I o f ROADWAY --�ELEV. - 13,00 O v- J• x x 4'i pOP-1 •15.75 T o AL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED I -I I o a BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE v- , MATERIAL SUPPLIER APPROVED BY THE ENGINEER. I ASPHALT 16.40 T CC I z 1.5'To s WASHED AGGREGATE O / x 16'W x 4'T CONC.PAD IS. TA 14.95 TA1 - 14' �� THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: u, 16.90 TC I (TYP. OF 2) o I - ELEV.- 10.00 E_ _ m I IMPERVIOUS: I6'x40'x 1.6/12 x+95X= 81 C.F. SOILS AND GRAVEL COMPACTION: I I I I o n ORYWELL: 5'W x WE x 3b x 0.40= 84 C.F. ASTM D 698, STANDARD PROCTOR I I 20' 24' 20' '6 Ha 5'NI E A UTILITY,D INAGE, - T l D Detail_ DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE L-EXISTII(�EDGE eF I I a�6�/ w ICC WATER AN E LINE EA EVENT N.LS. ASTM D 2922,NUCLEAR METHODS. ASPHALT I 'S EXISTING OF A ALT ELEV.- 15.00 MIN. -- Site Summary I W I I I 2 1 vR ELEV.- 11.75 CDONTRAOCTOR SHALL T SCALE DRAWINGS ALL Site THE JOB SITE AND NOTIFY THE 15.76 TC I 17.04 TO / MAX. CONDITIONS AND DIMENSIONS AT OWNER: I 93'SETBACK FROM CL I T aCal Swale Detail=- N.T.S. ENGINEER OF ANY DIMENSIONAL IGLOO DEVELOPMENT II I I yp ERRORS.OMISSIONS.OR DIS- TWIN FALLS,IDAHO 83301 3200 Sr ROAD�' I (9) I CREPANCIES BEFORE BEGINNING I y I OR FABRICATING ANY WORK. ZONING: M-2 I .� I ___ / 9 15.29 TA ; Notes: EXISTING BUILDING FOOTPRINT =16,053 SF 1 I - _ NEW BUILDING ADDITION =0 SF(t) O I '1' �`-I ---- 1 I u 1.r eu-I z A'Wral ( ) 1 I I I 5' ONC.STOOP I i THICKEND ASPHALT EDGE 3) i I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO TD'S.FOR PUBLIC WORKS CONSTRUCTIOTY OF N, TW1NnFALLS COUNTY AND ALL N FALLS, THE LATEST OTHERLOCA OF L, PARKING OJtr uNoscAPr TOTAL CONSTRUCTION SITE AREA = 118,527 SF t WTEX PARKING REQUIREMENTS 1 400=40 SPACES 1 P SID WHERE - 6'CHAINLINK FENCE W/(3) I STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE. SEE THIS SHEET FOR SITE PARKING PROVIDED=40 SPACES `� `� I RY FOR ROOF DRAINS I TOP BARB HIRE I LAND OJ-B FER 1 �l SPECIFlG DETAILS NOT COVERED BY 7HEcF STANDARDS u41sC, �EK LANDSCAPING REQUIREMENTS 25F F OF FRONTAGE= 1380 S.F. \ '� OR PIPE ROOF DRAINS TO DRYWELL I I Jp/OJ-T wTFx �- I I EXISTING FIRE HWTEK YDRANT "�I COORDINATE WITH GENERAL 1 I I 30'LANDSCAPE LOCATION LANDSCAPING SHOWN=2642 S.F. \ Q�_��-py' &GATE VALVE - 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS i0 PROTECT W"" I I I I / AS BM-B.MARTENS FUTURE EXPANSION ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND As610 GIPS Calibration \ p I I I I OR DEPOSIT ON OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION NTH TEKI TJ-6 MARTINS \ .6 i 1.4 i TENANr NIPRO MARTEN C.B.-- I D I I I - SITE CONSTRUCTION. 7/11/al-e MMiFHS 4 TIC 1� PROPOSED EDGE OF ASPHALT HORIZONTAL CONTROL: ,� u, B q• B I I I NORTH NEST CORNER OF LOT 2 (1/1") X .31i 1 71 i - -� L I 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. n•+ N=7730.66 E=10057.82 I -_�I I VE EXISTING SI ------'------------------J I 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS \QNAL f NORTH CORNER OF LOTS 2&3(1/2') W F 3416� I / I DESTROYED DURING CONSTRUCTION. �F4`SSVVSTE NCB NORTH A E=10217F L _�=�_/ _ _ _ _ _ _ _ _ - _ __ / 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NORTH EAST CORNER OF LOT 3(1/2) 1 --- I 15.92 7 --� _ __I�,1�T�-- NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND N=7730J1 E=10376.92 -------------- -------------------- --- -------`- I INGRESS AND EGRESS TO SAID CONSTRUCTION, EXISTING E HYDRANT ATCH ASPHALT INTO EXISTING `EXISTING EDGE OF ASPHALT Retention Data. _ GATE VALVE I I I I I 5. SUBGNADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH. COMPACTION TESTS ARE REQUIRED B "E OF y5 - ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA. 95%COMPACTION REQUIRED. (SEE SWALE DETAIL- THIS SHEET) ETAW&PROTECT Qh MA STOP SIGN I �AI VENTS(SEE FINAL PU 7) I I 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR BUILDING AREA PROPOSED&FUTURE=28,000 S.F. _ _ _ _ _ _ ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES An.o•KW G.MARTENS ASPHALT&CONC.AREA=46,128 SF. - _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR 7n NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE& 4,128 PE AREA=44,400 S.F. I I ELDRIDGE AVE. [PRIVATE] I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND °"" B.MARTENS IMPERIOUS: 44,400 x 1.6//12 x+20%_ +9,184 C.F. '-EXISTING 30'CULVERT 7 - SPECIFICATIONS. 18,527 x118.6112 x-35%= 5,532 CF. I �' T. NTEK RETENTION REQUIRED= +5,041 C.F. I I 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR au SWALE 1: 100'x 16'x 3.25' I i TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGUNE'PRIOR TO COMMENCING WORK. wa FEB 2003 RETENTION PROVIDED= 5,200 C.F. I I S. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHOWN if 58.00' 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 23 546-02ST1 2 S 90'00'00"W 319.08' 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWN FALLS STD'S. &SPECS. Curb Radii Data. c &Engineering Contacts Utility Company Contacts _ 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS O 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER IDAHO POWER INTERMOUNTAIN GAS COMPANY Q-NEST CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED IN WRI7INC 7O THE ENGINEER. NE ROAD E 10' B 20' Ni 40' DI 50' TWIN SECOND 345 THIN ALLLS,IDAHOU833017 601 INN FALLS,IDAHO 83301E 2 321 TNINSFALLS ID IDAHO 83301COND AVENUE EAST 621 NORTH ENGINEERS COLLEGE ROAD SUITE 100 TWIN FALLS,IDAHO 83301 OX 8 6TWIN BLUE ALLS,ADHO 83301 TWIN FALLs,,IDAHO 83303 TWIN FALLS,IDAHO 83303 x 587 P.O.BOX 1946 11. TOPOGRAPHY TO CONSTRUCTION.INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED C 1•M 1-208-735-7232 1-208-735-728B 1-208-736-2190 1-208-735-7273 TWIN FALLS,IDAHO 83301 1-208-736-3478 1-208-737-6300 1-208-733-0332 1-208-733-6230 li l l/l/ REX CHAMPNEYS MARIANNE BARKER GREGORY T.MISBACH GARY YOUNG 1-208-734-4888 TOM ADAMSON REGINALD LARSEN KIM QUESNELL RON BURNS -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock,2-hour occupant override, 10-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in. and 1.5 in. for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in. for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception:Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with IMC 603.15 Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2000 IECC requirements in COMcheck-EZ Version 2.4 Release 1. Principal Mechanical Designer-Name Signature Date L. w Go Z � 0 f I J L6 a I 0 a ¢o GUARDRAIL BEE ARCHITECTURAL PLANS L \z I I b'CONCRETE SLAB W/ I I ^, V 2 M °b -4'6 12'OC.Ell). VJ F TRENCH DRAIN I °• °•I W 0 00 op O I N 5'x5'CONC STOOP(4 EA) c: } POUR SLAB OVER•ALL DOORS 1 I — W `-- I Ib'xl0'xb'CONC APRON � I' I I Ib'xl0'xb'GONG APRON C] O `W/-4's•12'O.C.E.W.4 I •W/44's 12'OC.EIU. Q GD u .12'THICKENED EDGES° ° I I I '12'THICKENED EDGES W \ P _ 7 Z vo E 4' TYP I \ I I I � (� zzQ I I I / I I Z O� - � - / - - \ - � - - I I i i �W W �aw I � 1L II I I I I I I I II r -7 I I W I O a II \ 6'CONCRETE SLAB W/ / I I - TE: 12'OC.EW. DIAMONDAFTER SLABPOUR ACE OF EXISTING STEM WALL EL.1100 � CL ° N T cW ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE C O — -- © 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. O = U I II__—__. I I I — DESIGN LOADINGS: BUMP GRATE EL.1658 L- _J \ --� S I�GRATE 1 i3 I I � J � \ SNOW LOAD-25 PSF,DEAD LOAD-5 5F CK PSF,COLLATERAL-5 P Q ' U i CRA CONTROL WIND LOAD-W MPH EXP.C Lu JOINTS TYPICAL SILAS BLOCKOJT PLACE SEISMIC CATEGORY C C) —i Of / AF1 ER SLAB POUR TY z LLLL z Uj — DESIGN CRITERIA: O z - - - - - - - - HIV �yr1 - - � � �- z CONCRETE Fc 3000 PSI IN 28 DAYS-5 IR BAG MIN. � O � uf REINF.STEEL TO BE DEFORMED BARS Fy b0 KSI b'-b I/2' 6'-6 I2• SOIL BEARING-CAPACITY . 2000 PSF ASSUMED \ I ' DO NOT SCALE DRAWINGS TO BE VEIRMIED BY CONTRACTOR SHALL VERIFY ALL I t ®,y�✓'III""" i I \ I OR NON-ENGINEERED FILL BEARING 30RSNALLOUIED. THE JOB SITE AND NOTIFY THE CONDITIONS AND DIMENSIONS AT ENGINEER OF ANY DIMENSIONAL FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR I \ r \\ SHALL DETERMINE THE QUALITY AND COMPACTION OF ERRORS,OMISSIONS,OR DIS- 3 — I THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO CREPANCIES BEFORE BEGINNING ! U'' .v �" Om .Y �.M .11 _ I Sl%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD OR FABRICATING ANY WORK. L_ —J I L_—--J O PROCTOR A7 OPTIMUM MOISTURE AND PLACED IN 8 LIFTS. / L l ANCHOR BOLT LOCATIONS AND SIZES AS PER SUPPLIER A I I I POUR BLAB OVER ALL DOORS CONTRACTOR TO VERIFY ANCHOR BOLT LOCATION PRIOR Ii1 TO CONCRETE PLACEMENT. I 40'-A IR' 4m'-Ib 1R' AC CUT DOIN WALL U41ERE REQ'D {� I/rlJ�� s�oNaL p4,C/y ..•" i' GL2�C�� � ALL EXISTING BUILDING DIMENSIONS,NEW METAL BUILDING Q� I W "�fOt �v�'I'I �, BASE PLATED B FRAME DIMENSIONS TO D VERIFIED AND ,•O„ —/ � I �(�l/{-e I q�gv�J,�� COORDINATED BY THE GONTR4CTOR AND BUILDING MPG. �° (p0�� .W"91 / PRIOR TO CONCRETE PLACEMENT. MI ��� � W�_�_LjnrrN� J I 4'CONCRETE SLAB W/ I I I / I 1 J SUPPORT SLAB REINFORCEMENT ON CHAIRS OR BOLSTERS difl I 3's 18'O.C.Ell). G I / n TO MAINTAIN PROPER POSITION DURIN CONC.PLACEMENT. 'QN INS FFE.•381T r 1 THE ENGINEER 15 NOT RESPONSIBLE FOR FOR ANY DEVIATION cw�a•r I j FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED r—_ , _� r , I IN WRITING BY THE ENGINEER OWNER SHALL VERIFY OPENING LOCATIONS AND SIZES PRIOR TO CONSTRUCTION. BLOCK OUT FOUNDATION WALL FOR SLAB `o L__J L_ J --———— ———————--- OVER AT ALL DOOR LOCATIONS. I 1— SE SITE PLAN FOR `-— J L —-� BOLTS 4 ANCHOR BOLTS:A301 I SI EWALK W WILLl,,PROVIDE L MG FOR FRON71 ENTRY II I I I II I I j l QUALITY CONTROL AND TESTING: r r r r ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED B. MARTENS BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE 0 J MATERIAL SUPPLIER APPROVED BY THE ENGINEER asw B. MARTENS fly,' 12Ui' THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: a.r B. MARTENS 6' 10' 13'-II IQ' 20' 20' 20' 20' 13'-II IIl' 20' b' SOILS AND GRAVEL COMPACTION° 261UNE'03 A B G L amD ' SyRD ICTOR E , DEN T OF SOIL AND 501L AGGREGATE N PLACE AS SHOWN 34'-5 Ill' 82'-I'(OUT TO OUT CONCRETE) 34'-5 IR CONCRETE:(OUTASTM C ' NUCLEAR METHODS. ^�151'(O UT TO OUT CONCRETE) ABTA C F12,SAMPLING FRESH CONCRETE 546-02SC1.01 ASTM C 31,MAKING AND CURING CONCRETE TEST SPECIMENS IN THE FIELD. FOUNDATION PLAN ASTM C 3%0 PREOSIVE TESTS SC1.0� ASTM C 143,SLUMP OF HYDRAULIC CEMENT CONCRETE SCALE 1/8'-I' ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE BY THE PRESSURE METHOD Mechanical Requirements Description 2000 IECC COMcheck-EZ Software Version 2.4 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\IGLOO DEVELOPMENT.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Re] Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Unit Heater(Gas): 78%Et @ Maximum Capacity,74%Et @ Minimum Capacity Requirements Specific To:HVAC System 2 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Duct Furnace(Gas): 78%Et @ Maximum Capacity,75%Et @ Minimum Capacity 2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment efficiency. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. 0 p TonL XWZww�, 20'-0' 15'-0' 20'-0' 20'-0' 20'-0' 20'-0' 15'-0' 20'-0' 5'-0. A NEW CONIC.TRUCK DOCK SEE CIVIL 5'-2' '�'�� 16'-0' '-6' 16'-0' 6' i NEW RETAINING WALL W ui CIVIL O G GUARDRAIL EE U WALL MOUNTED EXHAUST ' i - '' ? WALL MOUNTED EXHAUST F,qN NEW 5 0'x5'-O'x4' _ FAN W a NEW I6'-O'xl0'-0'x6 CONC.STOOP EXISTING 3-T-HMI TYP.(2)PLCS 0.' CONIC.APRON TYP.(7J PLG'8 - MAN DOOR TYP. = i ,. C2)PLG9 ,' d ELINXIST. lu_ FAG?OR OF 023I .Q O 6 STEEL < a E661 FIRE RISER LOCATION ® ® Lu Lu T'- TRENCH DRAIN 4 DRYWELL EXISTING N u� SEE CIVIL YP.,(2)1PLC'$OHDI (U-FACTOR OF 0.136) Z - O WARP OVERPOUR-DOORS REMOVE PORTION OF WALL I D TO MATCH SILL ELEVATION REPLACE w/NEW V-0'.V-0' v y PROVIDE 1:12 SLOPE-ALL _ _ _ SEE SHT A60 OF L OWDI 0.136) L DOOR LOCATIONS. J z 8'0 BOLLARDS PROVIDE COVED SILL. rn c TYP.(12)PLC'S SEE STRUCTURAL CONC, d' a o w G W o q' Z - a <� z C,2 �o z �o W Ada q kF WARE2H01.15E Q U v F o ywj IWSFc 6'THK.CONC.SLAB W 2'X2'X2'GONG.SUMP w/GRATE F EXISTING PRE-FINISHED METAL DOU.NSPOUi SLOPE MIN. TYP.(2)PLUS TYP.C6)LOCATIONS. 4 3 EXISTING TUBE STEEL COLUMNS. Q SLOPE MIN. SLOPE MIN. SLOPE MIN ���./// FE.3 FE. NEW FIRE EXTINGUISHER NEW FIRE EXTINGUISHER w t 4A:IOB/C 4A:10B/C L y z w z 0 e, TO MATCH S�IL�ELEVATTION- �,11 f.�lU yyt a,,.�lI/p'L I.�I0 W iD SEE STRUCTURAL. PROVIDE p(oJ O yv'� �F^(• 1:12 SLOPE-MANDOORS. t Z O E EWAZN4 STATIONER AND = O — — — — — — — — — — — — _ — - - - -ELEC.PANEL. SE� � OnL z 0 Il 4 D D ELECTRICAL ` O OL -1 OFFICE r- ® CLST I }- 1 p III 116 FD 118 NEW OFFICE OFFICE 53$F. ( 115 \ o CONC.STOOP z I 108 109 WARP OvERPOUR-DOORS 150 SF. 150 SF. (� TO MATCH SILL ELEVATION- Q I.I- Z 0 MEDIA JAN CONE.S M. I SEE 6TRUCTURAL. PROVIDE -I O --_ ___ 1:12 SLOPE-MANDOORS. LL/ O Z 513 SP. 119 31�. I " f- Il 022 W O H n OFFICE OFFICE we BREAK RM Q C 10l 110 "'c I 113 RR I - w 138 BE. 138 SF. 114 0 = W 4" THK GONG.SLAB N rw F 1A a v a HALL I - z 1 � Ul 0 STEEL \ \ m IIT I I V .. z LINE I I I RECEPTION PROFE551ONAL SEAL w ENLARGED FLOOR PLAN-- - AREA LICENSED SEE I 10120 'I OFFICE OFFICE OFFICE I EXISTING METAL 61DING W/ WALL SCHEDULE ARCHITECT 0 O e OFFICE OFFICE OFFICE 9 COURSES OF SPLIT m 106 105 104 103 102 101 a m AIIDI I 204 S.F. 131 S.F. 134 Sr. 134 SF. 131 BF. 204 9F. I FACE CMU WAINSCOT. 1.tl' Z ESTIBUL \\�c� 5/8'TYPE'X'GYPBD o/6 MIL 121 WALL MOUNTED INTAKE a� WALL MOUNTED INTAKE POLYETHYLENE vB.o/3 BA METAL EXISTING LOUVER DUCT TO FLOOR ®0 58 F. -® LOUVER DUCT TO FLOOR I PR FIRE STUDS-ib'O.C.W/3 IQ'BATT INSUL.o/ -' IK STEEL LINE - RATED WALL 5/8'TYPE'X' GYPBD.USE 5 1/2'METAL — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STUDS WHERE SHOWN ON PLANS. EFF E TER — _' E OF 1 A. SIM TO GA FILE'WP 1200 _ 00 DRAWIll A p�O�� GYPBD o/5 i'METAL C04TPACT�E ALL VERIFYALL i U STUDS-I&'O.C.w/5 J'BATT CONDITIONS HE JOB S AND NOT DIMENSIONS W A3ID?! �' INSUALTION o/`�'GYPBD. IFY HANSEN-RICE,INC.OF ANY 2 DIMENSIONAL ERRORS,OMISSIONS, OR DISCREPANCIES BEFORE 0 Q $'GYPBD O/3 METAL BEGINNING OR FABRICATING STUDS-16'O.G.W/3;'BATT ANY uIORG INSUALTION o/j'GYPBD. 0 34'-5' 82'4 34'-5' DRAWN BY SHEET J.FOSTER A1.00 DATE V. 4ANE03 1 w SCALE-24'x38' JOB NUMBER i -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes<=1 1/2-in.nominal diameter 2 in. for pipes>1 1/2-in,nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in. insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in. insulation for pipes<=1 1/2-in.nominal diameter 3 in. insulation for pipes>1 1/2-in.nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. A FF' W wa l 150'-0' wl�D, _ 10'-fd' 15'-0' 10'-0' 10'-0' .10'_0• 10,_0' 15'_0• 10'-0' " _ . `t T 5_0• y_0. Q NEW GONC, RUCK DOCK `a 6' -6' 5'-2' 16'-0' SEE CIVIL -6' I6' 0' 6' U' ' NEW RETAINING WALL W ° 20'LONG GUARDRAIL. EE WALL MOUNTED EXHAUST (�_! t CIVIL. TYP.(2)PLC'5 WALL MOUNTED EXHAUST FAN NEW 16'-O'zl0'-0'xb' <.NEW6 0'x5 0x4•.' FAN w 3 a 8 U] 0 N CONC.APRON - CONC.STOOP EXISTING 311•HMI a! w TYP.(2)PLC'9 ,. ,.7YP_(2)PLG9 MAN DOO PLCS ~ Ll EXIST. U•FACTOR OF 023) qll��• ^ C V E D ?..? 6' ii�L gi' V ® • r. . JIIL 2 4 2003 Q FIRE RISER LOCATION..: •® 6➢ ® ' �1iWbF TWIN FSUs- p Q W LL' .TRENCH DRAIN 4 DRYWELL I EXISTING 'T • �DfLDINC DEFT. W m Z Z Z W p° to SEE CIVIL 14'-0'x 14'-C' OHDI TYP.(2)PLC'9 I I I (U-FACTOR OF 0.136) Z Q L � 9 WARP OVF,RPOUR O DOORS I REMOVE PORTION OF WALL TO MAT SILL ELEVATION _ REPLACE w/NEW S'-0'xV-0' m p Y1 OHDI(U-FACTOR OF 0.136) F PROVIDE A SLOPE O ALL _. . DOOR LOCATIONS. SEE 9HT 46r01 LLARDS P DE COVED SILL. �. (12)F'LG'S 'SE TRICTURAL CONC. o m J � • � �� I U II t jod �o vJ WA USE •. 6'THK CONC.SLAB Q ti 14' 1'X2'X2!CONC.SUMP w/GRATE EXISTING PRE-FINISHED METAL ^'-- "•E— C TYP.(2) LC'S DOWNSPOUT - EXISTING TUB ELOPE MIN. T TYP.C61 LOCATIONS. � STEEL COLUMNS. � 0 SLOPE Illf(.yl < SLOPE MIK LOPE MIN. F8 /FE. �j NEW FIRE EXTINGWBHER NEW FIRE EMINGUIBHER r,. W 4At10B/G 4Ar105/C x . !/ y Y i j w WARP OVERPOIR•DOORS . 9 TO MATCH SILL ELEVATION r in 3811ID0'. PROVIDE 1:12 SLOPE e MANOOOR9, - — AND : 0 } Y -EMERGENCY SHOWER qq (� p y - i EYEWASH STATION 96[J•7r alel d)(1 raft, 9 w O r } -- - - - - - - - — - - 3 / P r pp S3 ,. 3 D Q D ELECTRICAL PANEL. SEE 96a1!(Ir 3-� p 'rrOTtfr W/E B�o ods O-- CL9T 1 uII II— I / OFFICE 116 V 115 - 1 O Wo ln,l Ad, u'OFFICE 6 `{�. OFFICE .R5 NEW 5'-0'x5'-0'x4' / LL rZf WART&-RPOIR O DOORS Lu < �l Y ' I 'r:' 10B y O 6+ 10S .. I GONG STOOP r� d LL 150 9F. � � a in n TO MATCH SILL ELEVATION ��ilmal.++��� ^ r I CONE.RM. I 38I1Z0'. PROVIDE Id2� 3IS�9F.^ : I SLOILI PE•MANDOORS. a.o C) z z �I !�v OFFICE / OkFIGE k" BRE K RM'• j ® 0� _W O �` �Wy I 101 W' 110 #� 7 04 R r I _ h^14lC 4 o� uf- 138 OF. r 13B 8F. .,� „:; 9 LU " 05 4' TN4<CONC,SLAB S Y W Exlsi. Q)ISTE L I � 13 U I ENL4FisED FLOOR PLAN I I 'r PROFESSIONAL SEA r see �, 9 I I OFFICE ;' OFFICE �, ICE rvi 1 a*OFFICE { .OFFICE :. `OFFICE I EXISTING METAL SIDING W/' 105 ,y,, 104 ;� ' 103 .. 102 I f 101 I FACE rnu wOF 5PL17 WALL SG+4EDULE ? F. 131 S.F. 134 8F. - n 134 9F. 131 SF. 20A 9F.' SAY TYPE'X'GYPBD o/6 MIL I c\� WALL MOUNTED INTAKE 121 ' WALL MOUNTED INTAKE a EXISTING LOUVER DUCT TO FLOOR O `� 00 LOUVER DUCT TO FLOOR POLYETHYLENE T/ 1/3 B5/8aAT METAL I T L I I NR FIRE STUDS s 16'O.G.W/3 IR'BATT INBUL o/ RATED WALL 5 6'TYPE' ' GYPBD SIM TO GA FILE•WP 1200 — — — — — — — — — _ — ETAL NOT SCALE A I, t 270 r STUDS 16'OG.wl/5J'BATT DOGONTRACTOR SHALL VERIFY ALL 1•' A300 .DO(iU P - INSUALTION o/ 'GYF'BD, AT THE EN.IRC S E AND of NOTIFY 3 CONDITIONS AND DIMENSIONS ANY DS �'GYPBD o/3 METAL DIMENSIONAL ERRORS,On159lONB,.' i' OR DISCREPANCIES BEFORE STUDS•16'O.C.w/3}'BATT BEGINNING OR FAESRICATIN3 INSUALTION o/I'GYPBD. ANr.11.1ORK - 34'-5' DRAWN BY SHEET J7 J.FOSTER L1{ DATE REV. pp 4 JUNE 03 F 3 SCALE 0 24'46' .JOB NUM R - /8' �0360 t u 0 ABBREVIATIONS SYMBOLS LEGEND _ r Q m o 4 AND FAB. FABRICATE PART. PARTITION ,6, GRID LINE L ANGLE FD FLOOR DRAIN PRCST PRECAST g AT FDN. FOUNDATION P.LAM. PLASTIC LAMINATE COLUMN LINES j/ j EARTH FRAME LINES CE CENTERLINE F.O. FRAMED OPENING PC. POINT Or CURVATURE 0 0 DIAMETER or ROUND F.H. FIRE HYDRANT PSI, POUNDS PER SQUARE INCH 1 + ROC_< FILL N ! PLUS OR MINUS FF. FINISH FLOOR PLYWO. PLYWOOD u FIN. FINISH rc L PERPENDICULAR PR. PAIR SAND/I"fORTAR/PLAStER w • POUND or NUMBER FL. FLOOR PREFAB. PREFABRICATED zd le PROPERTY LINE FLUOR FLUORESCENT PREP. PREPARATION O DOOR SYMBOL 0 CONCRETE F.O.G. FACE OF CONCRETE PT. PRESSURE TREAT SEE DOOR SCHEDULE 001 A.B. ANCHOR BOLT ROS. FACE OF STUDS CAST IN PLACE OR PRECAST w O A/C AIR CONDITIONING F.o.w. FACE Or WALL ® CONCRETE MASONRY o Z AFP. ABOVE FINISH FLOOR FR. FRAME RAD. RADIUS 001 WINDOW SYMBOL LL ADMIN. ADMINISTRATION FRFF. FIREPROOFING ROOF DRAIN R.D. UNIT CGMU) o SEE WINDOW SCHEDULE w m AL. ALUMINUM FT. FOOT OR FEET REF. REFERENCE METAL N 4 ANRS AMERICAN NATURAL FTG. FOOTING REFR REFRIGERATOR REVISION Y a 9 RESOURCES FURR, FURRING REINF. REINFORCED ® WOOD, FRAMING APPROX. APPROXIMATE READ. REQUIRED THROUGH MEMBER o RM. ROOM CLOUD AROUND REVISION U -- ,• ARCH. ARCHITECTURAL @� ASPH ASPHALT Cs4' GAUGE R.O. ROUGH OPENING WOOD, FRAMING Z ;o u GALV. GALVANIZED INTERRUPTED MEMBER b AGGR AGGREGRATE rn mEl ui GB. GRADE BEAM - a w ' K GLIB. GLU-LAM BEAM S. SOUTH REVISION NUMBER ; I a z BLDG. BUILDING. GL. GLASS B.C. 50LID CORE ® INSULATION, GATT W v� BLK BLOCK GYP. GYPSUM S.On. SLAB ON GRADE U sb BLKG. BLOCKING SCHD. SCHEDULE /� y�,•.+ SLV. SHORT LEG VERTICAL li E V A- INSULATION, RIGID s4 BM. BENCH MARK H.C. HOLLOW CORE S MATCH LINE t° • I E, z SLN. SPORT LEG HORIZONTAL SI-IFFY 'a'I.O� z C 444 INi BOY. BOTTOM d HGT. HEIGHT SEE KEY PLAN FOR mom 444 BOF. BOTTOM OF FOOTING P.M. HOLLOW METAL SECT. SECTION AREA CONSIDERED INSULATION, M.B.I. Z q �o z 5R3. BEARING HORIZ. HORIZONTAL SHTG. SHEETING W a 0. W- BS, BOTH SIDES PR HOUR SHR SHOWER WORK POINT m W EL BUILDING LINE HT. HEIGHT SHT. SHEET —R'_— PROPERTY LINE V+ kF o - SIM. SIMILAR CONTROL POINT Z m c W HVAC .HEATING,VENTILATING, OR DATUM POINT iD AIR CONDITIONING SL. SLOPE a C.B. CATCH BASIN HWH HOT WATER HEATER SP. SPACES ^y W _n x CER CERAMIC SPEC. SPECIFICATION El F CLG. CEILING U IF. INSIDE FACE GLOS. CLOSET INCL. INCLUDE SQ. SQUARE SECTION W SS. SANITARY SEWER CLEAR`ry GMUR CONCRETE MASONRY UNIT IN. INCH STD. STANDARD SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN SITE REFERENCES .� I.D. INSIDE DIAMETER(DIM.) COL. COLUMN STOR STORAGE A d z INSUL. INSULATION GONG. CONCRETE STRUCT. STRUCTURAL AIDO CONF. CONFERENCE INT. - INTERIOR SUSP. SUSPENDED CONST. --CONSTRUCTION SYM. SYMMETRICAL T rr_lpwlq CONT. CONTINUOUS JAN. JANITOR ELEVATION O o C/C CENTER TO CENTER JL JOINT TtB TOP AND BOTTOM - - CTR CENTER T.!G. TONGUE AND GROOVE 1 ELEVATION MARK Z Q o LAM. LAMINATE THK THICK ATIDO SHEET WHERE ELEVATION IS DRAWN TRUE NORTH DBL. DOUBLE LAV. LAVATORY THK'ND. THICKENED DEPT. Or LLV. LONG LEG VERTICAL T.O.G. TOP OF CONCRETE z O m DET. DETAIL LLH. LONG LEG HORIZONTAL T.O.S. TOP OF STEEL DETAIL lU = [Ya i DIA. DIAMETER LTG. LIGHTING T.O.F. TOP OF FOOTING 1 TB-I TEST BORE-NUMBER OF BORE •Q n/ Q DETAIL IDENTIFICATION !!11 IL DIM. DIMENSION LBR LUMBER TA.W. TOP OF WALL '41ID0 SHEET WHERE DETAIL IS SHOWN U-_ f1 l!- Q FINISHED GRADE EXISTING GRADE 'Q ON. DOWN LL LIVE LOAD TYP. TYPICAL Z o DWG. DRAWING LF LINEAL FOOT o DIAG. DIAGONAL U.L. UNDERWRITERS LABORATORIES ROOM ROOM IDENTIFICATIONUl z DL DEAD LOAD K Mr_ MARK UNR UNFINISHED Fool] ROOM NAME U-I •Q m ^ MATL. MATERIAL LION. UNLESS OTHERWISE NOTED ROOM NUMBER F )J U- Z ILZ E. EAST' - MAX. MAXIMUM UPS UNINTERRUPTED POWER SUPPLY d REFERENCE NORTH 15 m EA. EACH MECH. MECHANICAL DIFFERENT THAN TRUE NORTH �j 13 EF. EACH FACE MTL METAL VOT VINYL COMPOSITION TILE Q O I— C w ELECT. ELECTRICAL MFR, MANUFACTURER VERT. VERTICAL IsEF w EL. ELEVATION nil w V I1� w M.H. MANHOLE VEST. VESTIBULE w = w m EMER EMERGENCY MIN 'S .w . MINIMUM E.W. EACH WAY MISC... MISCELLANEOUS W. WEST Z ENGR ENGINEER W/ WITH m FV MEZZ. MEZZANINE EQ. EQUAL MEMB MEMBRANE WG. WATER CLOSET U EQUIP. EQUIPMENT WD, WOOD PROFESSIONAL SEAL EXIST. EXISTING SED Iz EXP. EXPANSION N. NORTH W.H. WATER NEATER LICEARCHITECT N.I.C. NOT IN CONTRACT W/O WITHOUT GENERAL NOTES AR 24CCd EXP.JT. EXPANSION JOINT NO.or• NUMBER aS� EXT. EXTERIOR W.W.F. WELDED WIRE FABRIC = N05, NOA'INFIALSCALE LUXM. WELDED WIRE MESH $ NA.or N/A NOT APPLICABLE WSCT. WAINSCOT WT. WEIGHT t 1.DIMENSIONS:UNLESS OTHERWISE NOTED OR ILLUSTRATED �4.WORK SHALL COMPLY REQUIREMENTS OF APPLICABLE JEF E F TER ARE GIVEN AS FOLLOWS: O.D. OUTSIDE DIAMETER WIS WIRE GLASS FEDERAL,STATE,LOCAL CODES AND OTHER REGULATORY AGENCIES, E O I AHO O.C. ON CENTER EXTERIOR WALLS : CONCRETE LINE OR STEEL LINE 5.RATED WALLS:ALL ONE-HOUR,TWO-HOUR FOUR HOUR FIRE i OFF. OFFICE COLUMNS CENTER LINES DO NOT SCALE DRAWINGS YD. YARD PARTITIONS CENTER LINES RATED WALLS.ARE DESIGNATED ON FLOOR PLANS. OPNG. OPENING OONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS 2.FIRE RATED PARTITIONS:LOCATION AND REQUIRED FIRE RATING u OPP. OPPOSITE 6.ALL ALPHA REVISION NUMBERS ARE PRELIMINARY STATUS. AT THE JOB SITE AND NOTIFY w OPP.NAND OPPOSITE NAND ARE AS INDICATED ON FLOOR PLANS. ALL NUMERIC REVISION NUMBERS INDICATE CONSTRUCTION STATUS. HANSEN-RICE,INC.OF ANYDIMENSIONAL ERRORS,OMISSIONS, o O.T.O.or 0/0 OUT TO OUT 'I.DO NOT SCALE DRAWINGS If OR DISCREPANCIE5 BEFORE w 3.PROVIDE BACKING PLATES CONTINUOUS AT WALLS BEGINNING OR FABRICATING a FOR SUPPORT OF THE FOLLOWING: IF FURTHER INFORMATION IS REQUIRED,CONTACT HANSEN-RICE,INC. ANY WORK m z DESIGN DEPARTMENT.AT(206)465.0200, o o A. GRAB BARS DRAWN BY SHEET B. HANDRAILS - C. BASE CABINETS AND WALL CABINETS R CaUERRER0 TO.02 D. CLOTHES HOOKS AND MOP RACKS E. SHELVING UNITS DATE REV. o R TOILET PARTITIONS AND URINAL SCREENS Il JUNE 03 G. RESTROOM FIXTURES SCALE 6 24'x36' JOB NUMBER -' NONE 1 03601 s it fit I, -- nlme.wo - -W ------- - -------12--_------ ---------- W 12• a RETAIN EXISTING EXIST 8'PRIVATE SEWER SERVICE / LOCATED IN LOTS 2 & 3 ITCH FLOWLINE w N 90'00_00"E 319.08' - - WITH MANHOLE SLOPE=0.433 C W 0 J . . . . . . - 1 T INCOM INDUSTRIAL PARK SECTION 24 V ¢O - - - - ' - ' - - ' - ' - - . - . - . - - - . - . _ 159.54' ------------ --------------------------------------=----------------- i TOWNSHIP 10 SOUTH, RANGE 17 EAST, Z I _ WTI I I i TWIN FALLS COUNTY, IDAHO a W LOT LINE(TYP) EXISTING FIRE HYDRANT I &GATE VALVE el ef d or---------------- ---------- EXIST 1'WATER SERVICE I 50 "T y �b I EXISTING: � PROPOSED: C 0 n I- ---. . I 1S 10'MIN.SEPERATION \II f III ( PROPERTY BOUNDARY - \\\ EASEMENT .. �Lu}l{Z4 I ROAD CENTERLINE \ _o T 4'PRIVA EWER SERVICE C >WQ E DRAINAGE SWALE EDGE OF ASPHALT ...... � °uSTANDARD CURB&CUTTER W WVctnity STAND UP CURB J e SIDEWALK u f0_1 E WATER MAIN 0 D STORM DRAIN MAIN I2"50 (� J a o 0 �( I IRRIGATION MAIN =_ _ ='LKT= _ = 17'I Q J p 0 30'PIPELINE •� Q ,� I FUTURE EXPANSION I - I I _ NATURAL GAS(UNDERGROUND) - W c 3•PLANTMIX PAVEMENT I �I ` LOT i 1 I LOT 3 55 I I I TELEPHONE NNDERGRWND) i Z Z O J I -3415 r I A I I I OVERHEAD{TOWER LINE '�' _ 111777 "�i 1.36 A c. I 1.36 A C. I I CONTOUR L 3147 ry-< 2'-J 4'BASE AGCR GATE I I I I WATER ME ® ® Z(V 3= COMPACTED TO 951E MA%.DENSITY 12' I .y , r ,� � � I I 1 I SEWER SERVICE �-- 47S- III LD F a w 6'-t 1 2•BASE AGGR. A HALT ROADWAY I IT /DPI !O,y�j� 4 i I PROPOSED EDGE OF 8'THICK I FIRE HYDRANT Yf Y COMPACTED TO 957E MAX.DENSITY W / GRAVEL RO WAY I - WATER VALVE w .: A10 S7��t TAY I , ¢,< z� ,zy F /�unJ I I MANHOLE ZZ 0 G SUBBASE-COMPACTED TO 951E MAX.DENSITY I �I A I I EXISTING EDGE OF GRA L I CLEANOUI I 1 ITELEPHONE RISER NOTES. SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER (I �- y y I l I I 1 TRANSFORMER END OF ASPHALT DRI I I POWER POLE PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT i- \ '� I - - POWER POLE ANCHOR e- 3/4-AND 1 1/2-BASE TO BE CRUSHED GRAVEL TO I^ \ �. ,y I I I I "'"""' THICKEND ASPHALT EDGE(TYP) STRUCTURE 0 0 CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. +'B�- I473 TA I CATCH BASIN�i E� ®\ \ 1W x.5'D SWALE BETWEEN CURB I TRAFFIC RATED CLEANOUI I 1 S GN Typical Parking Lot Section O \ &DRAINAGE SWALE FLUSH W/TOP OF ASPHALT DRAINAGE DIR CTIONAL ARROW d. a/ y IBER OPTIC'RKER(UNDERGROUND) ) I _ n � I I Desrgn Notes: ,y 26 EXIST WATER METER - -,r� INSTALL FIRE WATER SERVICE O•Y I ,y 30'LANDSCAPING LINE I "C./ REFER TO SPRINKLER PLANS FOR SI I DESIGN GLADES SITE DEVELOPMENT •gin Ca+c caxw@tE Z ALL CONSTRUCTON SHALL BE IN CONFORMANCE WITH THE I W FROM FUTURE BACK OF SIDEWALK m•ar ATMNr •aam TA CONST. Cars T 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. I O I .y .�I LANDSCAPING i0 BE INSTALLED I �"Q'"AR'' � LILT a A7MALT .aam a caXF. a GF Txw FAus T� PER ORIGINAL AGREEMENT CC NORTH GASP PRCIPOlTY 1'AI OF COT 3 E0.c aF YwASS I LANDSCAPE SEE CONCRETE PUN SOIL BEARING CAPACITY=2000 PSF ALLOWABLE IHATCHED AREA' I I FOR DOCK DETAILS I LNoo�E SAT.rwAK F.F.E. SN FL0017 BEVA71aV ASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY 1'CURB CUT IN EXTRUDED CURB - - 7i71P OF PIN ELEVATTON-300 'a°6� •�,� GO 6RAOE aREAK 24''SWING GATE a Frt Zr,F MD. YAN DOOR O OR NON'ENGINEERED FILL BEARING SOUS ALLOWED. //EE�� W EXTRUDED CURB(7YP) I W. wVi INwrT FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR YJ SHALL DETERMINE THE QUALITY AND COMPACTION OF - y •15.75 TA 14.99 T 1 74 TA - aN.v. oWW IIAO POKER _ 51 x 4'4' x 4'T GONG..STOOP 17.00 CC DHA ROOF HEAD Dear THESE SOILS. - ALL FILL SOILS TO BE COMPACTED i0 .y T6LI5 TC 15.85 TC 16.33 TC 1W RD Roa ON 95x OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD Y I I I I I7. iCC 1 I 0 70 zo 40 SD BRAIN PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIF75. I .y (14) (13) - - 15.70 TA&T.U.L`, I T;Fcc FALLS CANAL a>tivANr k0TURE BACK. TRENCH DRAIN W/DRYWELL THE ENGINEER IS NOT RESPONSIBLE FOR ANY DENA TON OF SIDEWALK MONOLITHIC SIDEWALK SEE DETAIL THIS SHEET - - Z I (( I i SCALE IN FEET FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I Q I ,y ,y Ipy I 16.81 TC I `-" CONIC.LOADING D^� I n- s 17.00 W IN WRITING BY THE ENGINEER. T l `L O 7 M T T�� ��T� T SEE CONIC.ONG'S FOR W 1 IM LANDSCAPE PLANTER IGLOO BV1LDll�IG i.Alillil`IG _,��,,0 ASPHALT w IRETAININGI Q QualilY Control and Testing - ,5.I6�JG I F.F.E = 3417 00I , - RYWWE WA L DETAIL 40 EXISTING END OF ASPHALT , TRENCH DRAIN / BEGININC OF GRAVEL O y (,�016.86 TC 5'L a x 4'T GONG. STOOP U 75 TA ojROADWAY ELEV.- 13.00 ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED i .I o �e �g BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE �F O MATERIAL SUPPLIER APPROVED BY THE ENGINEER. I ASPHALT 16.40 7CC.' I CC Q �� I = i3'10 a'.WA$ AGGREGATE 10"L x 16'W x 4'1 CONC.PAD C� 15.15 iA 14. �QA1 - 14. �� THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REWIRED: I I (TYP.OF 2) _ > IMPERVIOUS: 16'x4O'x 1.6172 x+95%= .y I I y I (�"016.90 IC v q -OELEv.- 70.00 81 C.F. SOILS AND GRAVEL COMPACTION: J/� DRYWEL: 5'W x 141 x 3'D x 0.40= 84 C.F. ASTM D 698, STANDARD PROCTOR 20' 24' 20' 'f{ / n EXISRNC 25'NiDE ACCESS,UTILITY,D INACE, T Cal LIJ�I{�ell Detail DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE -EXISI7P(CF EDGE I W. I a�6 w I CC WATER AND SEWER LINE EA MENT I yp ASTM D 2922,NUCLEAR METHODS. I ASPHALT I C, EXISTING EDGE OF A HALT I - ELEV.a 15.00 MIN (p yy�y�/A y I 9 (71P) O I DO NOT SCALE DRAWINGS Site Summary --- y' y' I I I j O I I ; &29.- 11.75 CONTRACTOR SHALL VERIFY ALL THE JOB SWE AND NOITFY THE 15.16 TC 17.D4 TC O MA% N.T$. EO�D�II ANY DIMENSIONS OWNER: I 93'SETBACK FOM CL I / Z Typical Swale Detail ` V 13 ERRORS,OMISSIONS.DR DIS- IGLOO DEVELOPMENT II (9) I CREPANCIES BEFORE BEGINNING TWIN FALLS,IDAHO 8330I I �. 3200&ROAD w j ZONING: M-2 I �.' OR FABRICATING ANY WORK. y _ I I Notes: EXISTING BUILDING FOOTPRINT = 16,053 SF 3 I I` 15.29 TA ' I NEW BUILDING ADDITION =0 SF(3) O I 1 y -.° / __.____ - 1. A15.6 T.Hra TOTAL CONSTRUCTION SITE AREA =118,527 SF(t) 1 w I Y 51 1 5'W IT 4'T GONG.STOOP I I THICKEND ASPHALT EDGE(TYP I I I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE 4/B uIrNNN xEST SCUPPER SIDEWALK WHERE I I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, TWIN FALLS COUNTY AND ALL OTHER LOCAL, PAR"&LAJVXAPE IEW PARKING REQUIREMENTS 1/400=40 SPACES 1 I - 'CHAMILINK FENCE W/(J) I STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE.SEE THIS SHEET FOR SITE REpaREMENTS PARKING PROVIDED=40 SPACES `y I NECESSARY FOR ROOF DRAINS I 70P BARB WIRE I I SPECIFIC CIFl DETAILS NOTCOVERED BY THESE STANDARD LANs/BD-r HTEIr I OR PIPE ROOF DRAINS iO DRYWELL I I I I I LANDSCAPE BUFFER LANDSCAPING REQUIREMENTS 1SF/LF OF FRONTAGE= 1380 S.F. \ EXISTING FIRE HYDRANT 3/+/D.T-r Mra LANDSCAPING SHOWN=2642 S.F. \ _ 1 COORDINATE WITH GENERAL 1 &GATE VALVE I i 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT 0NLl S a MARTENS Q/s� /'Y (T/'+ I J, I FUTURE EXPANSION I I I I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ AS BUILT l7PJ l�a`ibiatlon - -_ \ I - I I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH 612µ°JIN ��+S \ 5 .6 i G.9.-- 16.4 T I I - SITE CONSTRUCTION. 7114/m-B.MARTENS HORIZONTAL CONTROL: B 24' (1 _ .4 TC I I I PROPOSED EDGE OF ASPHALT I I / r NORTH WEST CORNER OF LOT 2 (i/1') \ -\ .JiT 1.71 1 - __ 3. RECORDED AND OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PRO,.IEC7. s.r N=1730.66 E=10057.82 I � � W I I. � � EXISTING SI E' ------- - J I I � IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS \GNAL£p NORTH CORNER OF LOTS 2&3(1/2') +_ F -3416 I F / DESTROYED DURING CONSTRUCTION. N-7730.72 E=10217.36 �- _ X NORTH EAST CORNER OF LOT 3(1/2') - - - - - - - - - - - - __ _ _ _ _ _ _ 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETIVEEN N=7730.71 E=10376.92 15. "-- I 15.92 PCB --- -� -�- - 16.15_ / NEW CONSTRUCTION AND EXISTING SURFACES TO PRONOE FOR PROPER DRAINAGE AND -------------- ----------- ----- -- -------6- -------- I INGRESS AND EGRESS TO SAID CONSTRUCTION. 7���� /, J� EXISTING FIRE HYDRANT I ATCH ASPHALT INTO EXISTING - `-EXISTING EDGE OF ASPHALT , Retention Data. &GATE VALVE I I 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED BZ OP\ r.,., RETAIN&PROTECT W n I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FLU.AREA. 95%COMPACTION REQUIRED. (SEE SWALE DETAIL- THIS SHEET) STOP SIGN 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR L_I_EASEMENTS(SEE FINAL PLA i) I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES G.MARTENS BUILDING AREA PROPOSED&FUTURE=28,000 S.F. I L3 _ °_ - _ - _ - _ _ _ _ _ _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR ASPHALT E CONIC.AREA=46,12E S.F. I LANDSCAPE&DRYSCAPE AREA=44,4170 S.F. NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. I N IMPERVIOUS: 4,128 x 1.6/12 x+95X= +,38 C.F. SPECIFICA BONS. EXISTING 30'CULVERT 3 I ELDRIDGE AVE. [PRIVATE] I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND B.MARTENS 4, = s 4400 x 1.6 12 x+5X +L184 C.F. -- 118,527 x 1.6112 x-35Z= -5,532 C.F. T.F I ^•" VITEK RETENTION REQUIRED= +5,041 C.F. I I I 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED A7 LEAST TWO(2)WORKING DAYS PRIOR SWALE 1: 100'x 16'x 3,25' - - TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. R FEB.2003 RETENTION PROVIDED= 5,200 C.F. I �' I I & THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHOWN 23 58.00' T 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. Ik •� 546-025i1 24 S 90'00'00"W 319.08' 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S.&SPECS. Curb Radii Data: l &Engineering Contacts Utility Company Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS MO 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SI7E ENGINEER IDAHO POWER IN TERMOUNI'AIN GAS COMPANY 0-WEST CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED W WRITING TO THE ENGINEER. E ROAD E TO' X 1946 U-20' 40' Dj 50' TWIN FAL�D IDAHOU83301T TWIN 345 SALLS,IDAHO 83301D AVENUE EAi TW/N 601 PALLSIrIDAH 83301E 2 TWIN FALLS IDAHOJ21 SECOND O83301T 6211 NORTH CCOLEGE ROAD SUI ENGINEERS PWIN BOX FALLS,IDAHO 83301 TWIN 657 BLUE AKOA BL VD.N.JVP NBALOX S.81DH0 B3303 N�LLS,16AH0 83303 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED 1 M 1-208-735-7232 1-206-735-7288 1-206-736-2190 1-208-735-7273 INN FALLS,IOAHO 83301 PRIOR TO CONSTRUCTION. LOO -2 478 I-208-737- 1-208-733-0332 1-208-733-6230 REX CHAMPNEYS MARIANNE BARKER GREGORY L MISBACH CARP YOUNG 1-208-734-4888 '0 DAMS EGINA KIM QUESNELL RON BURNS I I I I 1, W co co f I Z— e I I• � 1 I e Q - m � e I I � d �o I � GUARDRAIL SEE ARCHITECTURAL PLANS \Z A I L W CONCR€TE SLAB Wi'I I 5S,4" J -"4'e•12'OZ.E.W. I —I-' 1• TRENCH DRAM i I 0 O P 5'x5'CONC STOOP(3 EA) •— W W�' POUR SLAB OVER IS ALL DOORS I `I I >..L x 18 1 1 0 Ins Ifi'KI0'xb'C40NC�APRONN Ih'xi0'xH'CONIC APRGN'w/"4ee 12'OL.EX.i ,I I •w/"4'e.•12'OL.E.W.1•' LLB (n p ro -12'THICKENED EDGES. ° I I I - '12'THICKENED EDC c - ;. W1 O Ir--�. r--1 n: r— f�°. � '• J— .`� r1 nr —.1 r—+ —, r---, f----1 J� o ------- ----- — W 1 ------- n --- ———— Of W o o_Lu I II II II RECE VFD 4 I I I I I 1 I I I j j AUG 2 2003 f— r1.L—� i i � CITY OF NFA.LLS reuiLmm LLl O L- _J it a II I I I I I II � II I I II � I I I I I I I LLJ V CONE SLAB W/ I. I I I NOTE: "4'e 6 12'OL.E.W. DIAMOND SL T PLACE I I. TOP OF EXISTING STEM WALL EL.-11.00 CL AFTER S ABPTYP tz-z' I ( DE51GN NOTES:I2-2, 7 LJ L cc ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE G O -2000 EDITION Or THE INTERNATIONAL BUILDING CODE. O CL _ Qj L� ° 4• i r - - I I I I I ® I i i DESIGN LOADINGS: �":I O Q L_ _J SUMP GRATE EL.1658 1----� L_-J "--, SUMP GRATE EL. I LLJ W I _ J SNOW LOAD-25 PSF,DEAD LOAD-5 PSF,COLLATERAL-5 PSF CRACK CONTROL I I WIND LOAD 50 MPH EXP.C Q uj J o I I I JOINTS TYPICAL SLAB BLOGKOUT PLACEI SEISMIC CATEGORY c I I I I BACK A R SLAB POUR L- W DESIGN CRITERIA: C) Z CONCRETE Fa...3000 PSI IN 28 DAYS-5 iR BAG MIN. Q - MIFF.STEEL TO BE DEFORMED BARS Fy 60 KSI u- L, ~ ~ x I 1 1 b'-b I!2' b'-b 1/2' } .. _ SOIL BEARING.CAPACITY . 2000 PSF ASSUMED DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY.ALL I I I I I I I TO BE=VERIFIED BY CONTRACTOR;NO CLAY CONDITIONS AND DIMENSIONS AT OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. I - I THE JOB SITE AND NOTIFY THE r- -T -_ D a3 \ti L FILL BEARING SOILS MAY EXIST AND.THE CONTRACTOR ENGINEER OF ANY DIMENSIONAL I I I r i •:�L•� y� (- -'1 I r- , SHALL DETERMINE THE QUALITY AND COMPACTION.OF ERRORS,OMISSIONS,OR DIS- _ -I. I I THESE SOILS. ALL FILL SOILS TO BE COMPACTED TO CREPANCIES BEFORE BEGINNING 3 S.T .T le. ID0 n I6.3 S.i I I All S'I%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD OR FABRICATING ANY WORK. I I I � L--J I----� n I `_ J PROCTOR AT OPTIMUM MOISTURE AND PLACED IN S'LIFTS. L J ANCHOR BOLT LOCATIONS AND SIZES AS PER SUPPLIER- CONTRACTOR 1 TO VERIFY ANCHOR BOLT LOCATION PRIOR A 1 R SLAB R a ALL DOORS TO.CONCRETE PLACEMENT. �'- 510N fNA� I 1 8 1R' �, IR' CUT D WALL 1 ALL EXISTING BUILDING DIMENSIONS,NEW METAL BUILDING U1STf�, I - BASE PLATE AND FRAME DIMENSIONS TO BE VERFIED AND COORDINATED BY THE CONTRACTOR AND BUILDING MFG. f • ,., � _ _ _ _ _ -. _ (�a .: PRIOR TO CONCRETE PLACEMENT. 1 I 4'CONCRETE SLAB W/ I I I 1 - SUPPORT SLAB REINFORCEMENT ON CHAIRS OR BOLSTERS tQ�F��FI�;`VC�y J I L 9'e•IS,OL.eW. TO MAINTAIN PROPER POSITION DURING CONC.PLACEMENT. _ ( I - FFE.-381T 7 THE ENGINEER IS NOT RESPONSIBLE FOR FOR ANY DEVIATION ' FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I. T/28%03 —— I I Wal IN WRITING BY THE ENGINEER P '- AS CLOUDED _ oLLNER SHALL VERIFY OPENING LOCATIONS AND SIZES PRIOR k I I I I I I I I I I 2:am/o3 ® ® © OVER AT ALL DOOR LOCATIONS. SOUTH WALK DOOR LANDING I I I I ----_ -----_-- J TO CONSTRUCTION. BLOCK OUT FOUNDATION WALL FOR SLAB L SEE SITE PLAN FOR BOLTS 4 ANCHOR BOLTS:A301 - 1 I SIDEWALK WHICH WIL4 PROVIDE I i L DING FOR FRWIL I ENTRY I I I I I I I QUALITY CONTROL AND TESTING: ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED B. MARTENS - BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE - - ___ --_-__ -_--- -____-___ MATERIAL SUPPLIER APPROVED BY THE ENGINEER - ocvw B. MARTENS @41' EV2, t• THE FOLLOWING APPLICABLE MATERIAL TESTING WLL BE REQUIRED: B..MARTENS 6' 20 13'-II It? - 20' 20' 20' 20 13'-II IQ' 20' b' SOILS AND GRAVEL COMPACTION: o s 261UNE103 . ASTM D 698, STANDARD PROCTOR" ASTM D 2S22,NDENSITY Or UCLEARMETHODS.AN SOIL AGGREGATE IN PLACE AS SHOWN 34'-5 1/2' 82'-1'(OUT TO OUT CONCRETE) 34'-5 I/2' CONCRETE: 546-02SC1.01 ASTM C 1'12,SAMPLING FRESH CONCRETE 15P(OUT TO OUT CONCRETE) ASTM C 31,MAKING AND CURING CONCRETE TEST SPECIMENS ' IN THE FIELD: - FOUNDATION'PLAN ASTM c 43,COMPRESSIVE TESTS SCl"01 ASTM C.143,SLUMP OF HYDRAULIC CEMENT CONCRETE SCALE I/V-1' ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE BY. THE PRESSURE METHOD W � z o J V TYPICAL 6'FLOOR SLAB TYPICAL 4'FLOOR SLAB 'v L _ �a ° ' P� H C X O e VARIES -dI BAR SIZE BAR LAP(L) STANDARD HOOK(H) .IEL 6 oil ;p "4 23' 8' _ �' v1 •5 28' I0' 1 34' 1 � w O c] - Q N 10 t--� Ib='iYP � 48';�r 14' � ��, w U T PLAN VIEW "8 55 16 ,E W I, - SECT ION A 4'TO V SLAB TRANSITION TYPICAL REINFORCING SPLICE&HOOK J SCALE I'-1' eii'xlbx'BAR WELD TO ANGLE SCALE NTS. ',W O r W P OO 0 L2x2x3Ab w/eie'o x 4' - .L L�7 Z ~ WELD STUDS®18'O.C. _ I'Vc'BEARING BAR GRATE Zp zi d VARIES ro Q_EL 16,58 ° d '4b®18'O.C.VERT BASE IR •4'e o 12'O.C. .; x (5)•4b HORZ CON, ALL AROUND O� ~ a HOOK INTO BUILDING WALL WATERSTOP 0 BLOCKOUT TO BE GROUTED AFTER • Z (2)4'e HOOK Py SLAB PLACEMENT - - LLI :o AROUND CORNERS (3)'4'e CONT. 04'e®18'O.C. IEL 458 p t ��12ID0� NOTE:FOOTING MAY STEP - _ UP PROVIDED 24' •4 LOOP ��IIDO FROST COVER 15 3' L --� MAINTAINER ~ 8' 8 4'C 3' 6' 24 GNiRDL JOINT SECTION 6' 3 CRACK C 2'-B' LLI SECTION B DOCK RETAINING WALL SUMP DETAILS TYPICAL DIAMOND BLOCKOUT � �- SCALE IR'-I' SCALE I'-I' SCALE 1'-I' f .. LLJ z z, O O C. .¢ z uj o _j z o UZ Lu Oo _ - DO-NOT.SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CONDITIONS ANDDIMENSIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ' - ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. MAL / 78 r oF B. MARTENS B.':MARTENS :» B. MARTENS • 26JUNE'03 AS SHOWN �• 546=02SC2.02 SC202 � a o � � m _ o m I - 0 N 4 _U I L 0 LL 0 Il'_2• I,'_0' 5'_8' 8_5•r 6'_8• 5'_4' 16'-II' d) ro ENLARGED FLOOR PLAN N AND ELEVATIONS. EXISTING TUBE STEEL SEE 2 COLUMNS. 4" TI IG.GONG.SLAB Q — F 011 016 U A m o / \ ELEC.PANEL.SEE ELEC. U iV OFFICE / [SEX , / FD C18 T N a in 12 ' 53 SF. REg11R6oOM FEMALE 1 W ,C o p NEW 5'LONG UPPER / RESTROCM 1 018 O z OFFICE ' 4 LOWER CABINETS / 115 ' pj = 150 SF. 015 OFFICE �. I z C C= m08 009 150 SF. m I B CONF.RM. FUTURE WALL A3ID0 10m Z z I we JA 019 I v' _------__3155--_—_--_— L1 N0. 3 in 00, 010 ' ip NEW FIRE EXTINGU15PER a - NEW 4'-6'LONG ADA 2A:10B/C `fl ' "I MEDIA COMPLIANT SINK w/ _� m 112 UPPER 4 LOWER CABINETS 014 FULL HEIGHT WALL TO OFFICE OFFICE we BOTTOM OF ROOF ASSEMBLY r d A w ri 10, 110 ❑ BREAK RM MALB w (TYP a 3 WALL SURFACES) '"E. F rn 138 SF. 138 SF. m 0 1 113 1 REb i EOM W f FE. LL 012 013 EXTINNW GUISHER 5'-0' ,'-,' 9'-,. w g_T• _ 5_g 3_8' 15'-2' - �AiI0B/C� r c s CLR m U �_, 1®'_2'. `� .HALL CL2 "� Z Z ll 006 O 004 m 003 002 mm1 Z xzzzzzzzz 5 9' 3 4 lL 9 1 ~O O RECEPTION Lu AREA w � 0 � n4 (nk u OFFICE o1 OFFICE OFFICE OFFICE OFFICE OFFICE l--t 106 105 104 020 021 031 FI-021 FF0111 0 156 5F. 131 SF. 134 SF. 134 SF. 131 SF. ISg g.p. EXISTING EIFS WALL 0 OA FACE COURSES WAINSCOTSPLIT LU I— WALL SCHEDULE Z s VESTIBULE 0 4 121 5/8'TYPE'X'GYPBD o/6 MIL r Q u- z 58 SF. POLYETHYLENE`E,o/3 5/8'METAL U- !J-1 J O ® I HR FIRE STUDS®16'O.C:W/3 1/2•.GATT INSUL o/ Z RATED WALL 5/8'TYPE'X'.GYPBD.USE 51/1'METAL 0 O ------ LU STUDS WHERE SHOWN ON PLANS. 0 D $IM TO GA FILE•WP 1200 1- D Q; Q EXISLu Lu TING ROOF DRAINS. EXISTING 4'-0'x 4'-0'INSULATED I'GYPBD o/5 J'METAL N '. m - TYP(2)LOCATIONS TINTED ALUMINUM WINDOW STUDS®16'O.C.w/5 J'BATT '�IDm EXISTING 39 1'INSULATED j' f g TYP(6)PLG'S INSUALTION o/ GYPBD. a E K GLASS MAN DOOR (U-FACTOR OF 051) Lap+C TYP.(2)PLUS (U-FACTOR OF 051) g'GYPBD.o/3}'METAL p STUDS®16'O.G.w/3}'BATT " 10'-4' 12'-9' 10'-4' 10'-8' 13'-8' INSUALTION o/a'GYPBD. PROFESSIONAL SEAL U LICENSED we ARCHITECT 32'-1' AR-2464 _ ENL,4RGED FLOOR PLAN s E of 1 S7 AND SGALE:I/4'=I'-0' EF E i DO NOT SCALE PRMMS D CONTRACTOR SHALL VERIFY ALL i - CONDITIONS AND DIMENSIONS AT.THE JOB SITE AND NOTIFY HANSEN-RICE,INC.OF ANY _ DIMENSIONAL ERRORS,OMISSIONS, 0 OR 5E DISCREPANCIES BEFORE BEGINNING OR FABRICATING a ANY WOR1G r UDRAWN BY SHEET R GUERRERO A 1.01 i DATE REV 18 JUKE 03 N 5CALE o 24'x36' JOB NUMBERLo -' 1/4' ' 1'-0' 03601 s e s� a m tx - lO'MIN. MAX. MIN. O .p 1� C TYP. ui « TYP. \ HWH NEW 5'LONG UPPER 4'$PLASH NEW 5 LONG UPPER UNISEX / OFFICE C RESTROOM I I \ t LOWER CA BINETB t LOWER CABINETS FEMALE I �� a'SPLASH LLLL / TYP I RESTROOM I I S j e T;4 / i m m \\ lu —PAPER ER TOWEL DISPENSER C � — in w/TRASH RECEPTICAL m NEW V LONG UPPER T t LOWER CABINETS A CABINET ELEVATION f MEDIA ROOM B CABINi=T ELEVATION m MEDIA ROOM C� N '$ MOP SINK SCALE:I/2'=1'-0' SCALE I/7'=I'-C' Z o n\ TABLE D NIC JAN o eo fi � v F U - s w n�i q Zo FILE CAB. NIC MEDIA BREAK RM / \ �i' ��\ IA ^y ti © \ j w� Z F MALE C I I F3ESTROOM NEW 4'-6'LONG ADA T ^y a 1 114 I COMPLIANT SINK w/ I'-10' i F-' Fw, 5 IQ'SPLASH 5 I/2'$PLASH 2'-0' - I UPPER t LOWER CABINETS m NO m A 5'-0'DIA.OUN / NO 4 � NEW 4'-6'LONG ADA � TURNAROUND COMPLIANT KINK w/ iYP: COPIER UPPER t LOWER CABINETS 6 - � NIC / CABINET BRACKET b NEG m 30,MIN. �\ 9 L FCLEAR -15 MIN. i� . z z W (L IE MAX. MIN. CABINET ELEVATION Is BREAK ROOM ,CABINET ELEVATION m BREAK ROOM Z m 2 C $GALE:1/2'•I'-0' r✓ SCALE:1/2'•1'-0' W ci O 0 O ENLARCxED FLOOR PLAN Q SCALE:IQ'•I'-0' Q W_ u- } o L1CL w tQ W 0LL LL W -1 w pz F- w LU NOTE: LU I.ALL PLUMBING FIXTURES t TOILET ACCESSORIES TO MEET ALL N � ACCESSIBLE GUIDELINES.(SIZE,ARRANGEMENT t CONTROLS.) m MIRROR 2.TOILET ACCESSORIES TO BE WALL MOUNTED AT 40'AFF. z J SEE NOTE'T SEE NOTE•1 TO THE LOWER EDGE OF UNIT. w MIRROR 3.BLOCKING FOR TOILET ENCLOSURES t ACCESSORIES MUST BE O TRANSITION STRIP // FLUSH VALVES SHALL BE MOUNTED TRANSITION STRIP b TRANSITION STRIP 6' 36 INCLUDED IN ROUGH FRAMING.PRIO VERIFY MOUNTING OF SPECIFIC ui FRP UP TO 2'_0• FO THE WIDE SIDE OF TOILET AREA. FRP'H TO 42' 12' HARDWARE TO BE USED PRIOR TO WALL.COVER APPLICATION. PROFESSIONAL SEAL a 4'•0'HIGH BOTTOM OF FRP UP TO 12• FORCE RECMIIRED TO ACTIVATE THE 4'-0'HIGH 4 0'NIGH CONTROLS SHALL NOT EXCEED 5 lba. 4.ACCESSORIES SUCH AS GRAB BARS,TOWEL BARS,PAPER DISPENSERS LICENSED REFLECTIVE SURFACE SEE NOTE"6 MIN. AND SOAP DISPENSERS,PROVIDED ON OR WITHIN WALLS,SHALL BE ARCHITECT q INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS II•�y �d .. .. TRANSITION STRIP FROM MOISTURE. 1 FRP UP TO 5.HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES 1 ` 4'-0'HIGH PAPER,HOLDER SHALL.BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. V M 4 � 30 MIN I MAX.- - JEF E STER S L, E OF I TER m in 6.FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND r MAHO IN J�" m L ' m " m SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING ., .. S IT'. . OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROL p0 HOT SCALE DRAWMGB .SHALL NOT EXCEED 5 Ibe. LEVER-OPERATED,PUSH-TYPE AND . .. CONTRAC SHALL VERIFY ALL ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. Z .' ... CONDITIONS AND DIMENSIONS IS' T.PROVIDE GRAB BARS 42'LONG AT THE SIDE AND 36'LONG AT AT THE JOB SITE AND NOTIFY HANSEN-RICE,INC.OF ANY _ THE REAR OF THE ACCESSIBLE WATER CLOSET.SIDE BAR SHALL DIFENSIONAL ERRORS,OMISSIONS, PROJECT A MINIMUM OF 24'IN FRONT OF WATER CLOSET. BARS OR DISCREPANCIES BEFORE TYP. ACCESSIBLE LAV. TYP. ACCESSIBLE LAV. TYP. ACCESSIBLE TOILET TYP. ACCESSIBLE TOILET SHALL BE 1-1/4'TO 1-1/2'IN DIAMETER WITH 1-1/2'CLEARANCE BIWI�ORFABRICATING ANYE 51DE ELEVATION FRONT ELEVATION FRONT ELEVATION 51DE ELEVATION BETWEEN BAR AND WALL, BARS SHALL BE SECURELY INSTALLED O U SCALE:I/1'=1'-m' SCALE:I/2'•I'-0' SCALE:I/2'•I'-0' $GALE:IR'=I'-0' S.PROVIDE ADEQUATE BLOCKING IN WALLS AT EACH ACCESSORY LOCATION. DRAWN BY SHEET R OJEWRO A1.02 J DATE REV. 18 JUNE 03 Q N 0 SCALE•24'x36 705 NUMBER s AS NOTED 03601 ° Speclflcatlon Reference:ASTM C 578-92 Type 1 Type Vlll Type 11 Type IX Property Units ASTM Test ( •Z S .S Z Density,minimum (pcf) D 303 or D 1622 0.90 1.15 1.35 1.80 Density Range 0.90-1.14 1.15-1.34 1.35-1.79 1.80.2 20 Thermal Conductivity at 25 F BTU/(hr.) C 177 or C 518 0.23 0.22 0.21 0.20 K Factor at 40 F (sq.ft.)(F/in.) 0.24 0.235 0,22 0.21 at 75 F 0.26 0.255 0.24 0.23 Thermal Resistance at 25 F at 1 inch f y 4.3 4.54 4.76 5.00 R-value• at 40 F thickness IIA(vL � 7 4.25 4.55 4.76 at 75 F .3. 3.85 3.92 4.17 4.35 Strength Properties Compressive 10%Deformation psi D 1621 SO-14 13-18 15-21 25• 33 Flexural psi C 203 25-30 30•38 40. 50 50• 75 Tensile psi D 1623 16-20 17-21 18-22 23- 27 Shear psi D 723 18-22 23.25 26-32 33- 37 Shear Modulus psi 280.320 370.410 460.500 600•640 Modulus of Elasticity psi 180.220 250.310 320.360 460, 500 Moisture Resistance WVT perm. in E 96 2.0-5.0 1.5-3.5 1.0• 3.5 0.6 2 C Absorption(vol.) % C 272 less than 4.0 less than 3.0 less than 3.0 less than 2 0 Capillarity - none none none none Coefficient of Thermal Expansion in./(in.)(F) D696 O.00b035 0.000035 0.000035 0.000035 Maximum Service Temperature T - Long-term exposure 167 167 167 167 Intermittent exposure 180 180 180 180 Oxygenindex % D 2863 24.0 24.0 24.0 24,0 •R varue means the resistance to near flow. The higher the R-value, the greater the resistance to heat flow. Though the information presented in this bulletin used as raw material specifications nor assum,,l i,. !\ isofferedin good Faith and believed tobeaccurate, he identical to values obtained nn the fnn.h,••I, ALL STATEMENTS AND SUGGESTIONS ARE product by the customer. Further. n„thnrj! , The Society of the Plastics Industry, Inc. MADE WITHOUT WARRANTY, EXPRESS OR twined herein should be construed as an rn,ln,c. Foamed Polystyrene Alliance IMPLIED, INCLUDING ANY IMPLIED WAR- ment or recommendation ur use am p.trn,tiLo 1801 K Street, NW, Suite 600K RANTIFSOFMERCHANTABaMOFFTTNESS company's product. SPI does not e•ndMI Washington, DC 20006-1301 FOR ANY PURPOSE. The typical values con- particular company's product.The Sncietx ,it tht T21: (202) 974 5200 twined herein are properties believed to be repre- Plastics Industry,Inc..ARCO Cherical C,unpam sentative of all EPS insulation meeting federal BASF Corpora Lion.Scott Pok-mers and HUnt>nldn Fax: (202) 296-7354 specifications,and were obtained using test speci- Chemical,singularly and collectively.disclaun am mens prepared in the laboratories of ARCO liability that may be claimed for infringement „I Chemical Company, Huntsman Chemical Com- the patents of the third parties. pany and BASF Corporation.They are not to be Distributed by: RECEIVED AUG 2 9 2003 BUILDING OF-FT,Ls - 2390 ROSTRON CIRCLE TWIN FALLS,IDAHO 83301 • r ` $ r .' Phone 208.734.7426 Fax 208.736.8690 ty 9S6S SW RIDDER RD, SUITE 290,WILSONVILLE,OR 97070 Phone 503. 682. 4526 Fax 503. 682. 5934 7 94 Catalog No.AH 122 }Q FOUR No.12 Ga.WIRES e a ~L TO MAIN RUNNER w/FOUR p e SO'INTERVALS ATTACH SURROUNDING WALLS Q "0 0 TIGHT TWISTS AND E. _ STRUCTURE ABOVE. m m P o 3/4'EMT PIPE(STRUT)STYLE u FOUR No.12 Ga.WIRES — — — — — NOTE —w — — — SUSPENDED CEILINGS SHALL BE INSTALLED PER 12 GA SPLAY WIRE INSIDE SURROUNDING WALL ASTM G 635 AND ASTM G 636. EMT PIPE,TIE AT MAIN TEE STEEL STRUCTURE AT TOP AND TO MAIN TEE — — — — — 5/8'TYPE'X'GYP.BD.O/ EYELAG/ANGLEAT BOTTOM AND WRAP AROUND 6'METAL JOISTS a 16'O.C. FASTEN TO;�T*��E ':" PIPE AT LEAST THREE TIMES. IV n O/5/8'TYPE'X'GYP.BD, 12 GA.SPLAY WIRE, Q W SECURED TO TO 6TRUGTURE '64X. wG RO SEIMIG BRACING. e POINTS OF ATTACHMENT FOR HORIZ.RESTRAINING u R 9S EE - WIRES TO BE SPACED®12'x 12'CENTERS. W - — Q— —} ATTACH TO MAIN RUNNER NOT MORE THAN 2' z WALL ANGLEOl18TICAL I PROVIDE HORIZONTAL STRUT FASTENED TO THE UlLING TILEMAIN RUNNER AND EXTENDED TO THE STRUCTURAL w- UNNER MEMBERS SUPPORTING THE CEILING OR ROOF, 4'-0'TYR• (USE A LENGTH OF CONDUIT SLEEVED OVER THE w p MAIN TEE 6'-0'MAX. -} VERTICAL WIRE FROM RUNNER TO ABOVE STRUCTURE). �- AS PER DETAIL SHOWN R A.BRACING WIR TO BE AT, AT A MAX.OF 45 DEG.TO THE I 0 T MIL POLYETHYLENE vB. PLANE OF:OP THE CEILING AND PARALLEL TO COMPONENTS INTERSECTING CROSS RUNNER I I2'-0'MAX 6'-0'MAX W TN18 SIDE WITH AT THE MINIMUM LOCATION. ITIG T WRAPS.LOCATE ON MAIN URUNNERT AND TION BOTH ENDS IL. CENTER OF 12'xl2'FIELD GRID,6'FROM EDGES. N m N 1-IORZ.RESTRAINING DESIGN FOR CEILING GRID LAT.BRACING DESIGN REQUIREMENTS OF CEILING GRIDZ _ OFFICE6 MIL POLYETHYLENE VB. THIS SIDE CEILING GRID DETAIL � V uC FORM A TIGHT SEAL THAT aO O 2 PREVENTS VAPOR FROM BEING I + TRANSMITTED FROM WAREHOUSE SEE WALL SCHEDULE INTO OFFICE C O SIM.TO WP 1200 EXISTING METAL ROOFING Lu EXISTING 4'MBI(R-13) 4) � ' x rr a�w NCONCRETE SLAB EXISTING 4EW TWK 'MBI(R-13) A° FINISH FLOOR 4°' ' Z O d W a rn W 301T'•0' 4, n a q G p W Iz 4 q FIRE SAFING ° 4 EXISTING'ZEE,PURLINS y co WF w v E, 'GEE'FASTENED F B I}(Syc- EXISTING CONCRETE FOOTING 1 FOUNDATION. SEE STRUCTURAL TO'ZEE'PURLING.DO NOT PUNCTURE METAL ROOF y A E. h PARTIAL SECTION B EXISTING METAL PANEL9 r q A EXISTING 4'MBI(R-13) w EXISTING Z GIRT 11 z 5/8"TYPE'X'GYP.BD. GNOPE WALL AROUND ALL ROOF ASSEMBLY APPENDAGES AND PROVIDE FIRE SAFING IN ALL z EXISTING SINGLE PLY ROOF EXISTING Z GI T8 3 5/8'METAL STUDS a MI6'OG. WAL`ASSSEMBLPYS ANDT ROOF. RO RATED MEMBRANE o/(2)LAYERS OF I w 1/2,RIGID INSULATION(R-20A)a/ METAL DECKING. SEE 6'MIL.VAPOR BARRIER STRUCTURAL — W -- z o I 1 f 0 D HEAD DETAIL (� Q 9 NOTE: O (n W 3 EX 4'THICK EIFS o/I/1'EXTERIOR BRACE TOP OF WALLS ABOVE ACOUSTIC TILE 0n O C GYP.SHEATHING o/3 9/0'-Ib ge. - CEILING TO RESIST 5 POUNDS PER SQUARE FOOT z t() �I .r METAL STUDS a 16'oz. OF LATERAL LOAD PER SECTION 1601.13 61/'GATT INSULATION F Q u- Z —� i o z W 3 N 21 m SUSPENDED ACCOUSTICAL TILE C LU LU �` TYR V FULL HEIGHT WALL Z W W . NEW R-13 GATT OFFICE HALL OFFICE OFFICE PROFESSIONAL SEAL C 105 111 Ulm 109 5LICENSED 9 5/8•GYPBD. THISL POLYETHYLENE VS. ARCHITECT AR-2464 5/8'GYPBD BOTH IDE r SIDES OF FURRED CHASE EF TER 4 E OF I AHD w F NEW 4'TFNC CONCRETE SLAB NEW( THK DO NOT SCALE MOMSCONCRETE SLAB CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FINISH FLOOR AT THE JOB SITE AND NOTIFY w 381T'-0' .. • �' '° ... - q 4 HANSEN-RICE,INC.OF ANY a DIM ENSIONAL ERRORS,OMISSICN5, L OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING Q ; 4 . ANY WORC ° 4 DRAWN BY SHEET `M ° EXISTING CONCRETE FOOTING< R�� � A3�� FOUNDATION SEE STRUCTURAL ° EXISTING SEE STRUCTURCONCRETE FOOTING 4 j� DATE REV n FOUNDATION. AL 17 DUNE 03 , N 3d PARTIAL SECTION SCALE 6 24'x36' JOB NUMBER � A SCALE:I/2' i'-m' _ AS NOTED (d36(dl z � � ROOM FINISH SCHEDULE ° m , LEGEND ° s FLOORING WALLS CEILING 60 BY_ Q ROOM REMARKS CONC. CO OWNER ROOM TITLE CM U CONCRETE MASONRY UNIT w NUMBER NORTH EAST SOUTH WEST CT CERAMIC TILE MATERIAL FINISH =OLOR MATERIAL FINISH LOF HEIGHT EBO EPDXY BY OWNER MATERIAL FINISH BASE HEIGHT MATERIAL FINISH BASE HEIGHT MATERIAL FINISH BASE HEIGHT mATERi4 FINISH BASE HEIGHT ES EXPOSED STRUCTURE PAC FACTORY FINISH ~ 100 CONE.ROOM GONG. CARPET - GYP.BD. PAINT B-1 9'-m' GYP.BD. PAINT B-1 9'-,. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0' - FP FREEZER PANEL R 101 OFFICE GONG. CARPET - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-I 9'-0. GYP,BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0' - FRP FIBERGLASS REINFORCED PLASTIC Z G GLAZING N 102 OFFICE GONG. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0' GYP.BD. GYPSUM BOARD !Uc HG HOLLOW GORE O 103 OFFICE GONG. CARPET - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. SAT I PAC WHITE 9'-0' - HM HOLLOW METAL 4' 104 OFFICE CONC. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' SAT FAC WHITE 9'-0' HMI HOLLOW METAL INSULATED- MATL MATERIAL � 105 OFFICE GONG CARPET - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT 5-1 9'-0' GYP.ED. PAINT B-I 9'-0. SAT PAC WHITE 9'-0. - MLP METAL LINER PANEL i 106 OFFICE GONG. CARPET - GYP.BD. PAINT B-I V-0' GYP.BD. PAINT 5-1 9'-0' FGYP. PAINT B-1 9'-0' GYP.BD. PAINT 15 9'-0' SAT FAG WHITE 9'-0' - R TO UNDERSIDE OF ROOF STRUCTURE W SAT SUSPENDED ACOUSTICAL TILE � p SFC SPECIAL FLOOR COATING 10'I - OFFICE CONC. CARPET GYP.BD. PAINT B-I 9'-0' GYP,8D. PAINT B-I 9'-0' PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' SAT FAC WHITE 9'-0' 6V fiHEET YINYL108 OFFICE GONG. CARPET - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-I 9'-0' PAINT B-I 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC W141TE 9'-0' SWC SPECIAL WALL COATING109 OFFICE GONG CARPET - GYP.BD. PAINT B-1 9-0 GYP.BD. PAINT B-I 9'-0' PAINT B-1 9'-0' GYP.BD. PAINT B-I 9'-O' SAT FAC WHITE 9'-0' vCi VINYL COMPOSITION TILE °VSAT VINYL COATED SUSPENDED ACOUSTICAL TILE 110 OFFICE GONG. CARPET - GYP.BD. PAINT B-1 9'-O' GYP.BD. PAINT B-1 9'-0' PAINT B-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT PAC WHITE 9'-0'm III OFFICE CONC. - - GYP.BD. PAINT B-1 9'-0. GYP.BD. PAINT B-1 9'-O' PAINT B-1 9'-O' GYP.BD. PAINT B-1 9'-0. SAT FAC WHITE 9'-O' BASE 112 MEDIA CONC. SV - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-1 9'-0' PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0. - (B-U 4'RUBBER BASE Z — 113 BREAK ROOM GONG 5V - GYP.BD. PAINT B-I 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-I 9'-0. GYP.BD. PAINT 5-1 9'-0' SAT FAC WHITE 9'-0' - (5-2) 6'RUBBER BASE 114 MALE RESTROOM GONG. SV - GYP.BD. PAINT 6-2 9'-O' E GYP.BD. PAINT 5-2 9'-0. GYP.BD. PAINT 5-2 9'-0' *GYP.BD, PAINT 5-2 9'-O' GYP.BD. PAINT WHITE 9'-0' *4'-C'HIGH FRP,GYP.BD.ABOVE(PAINTED) G 115 FEMALE RESTROOM GONG. 5V - (GYP.BD. PAINT B-2 9'-0. s GYP.BD. PAINT B-2 9'-0' x GYP.BD. PAINT B-2 9'-0' *GYP.BD. PAINT 5-2 9'-0' GYP.BD. PAINT WHITE V-O' *4'-0'HIGH FRP,GYP.BD.ABOVE(PAINTED) V n N tV 116 UNISEX RESTROOM GONG. - - t GYP.BD. PAINT 5-2 V-0' GYP.BD. PAINT B-2 9'-0' *GYP.BD. PAINT 5-2 9'-0' #GYP.BD. PAINT 5-2 9'-0. GYP.BD. PAINT WHITE 9'-0' *4'-0'HIGH FRP,GYP.BD.ABOVE(PAINTED) Z o � I Ill WALL GONG. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' SAT FAC WHITE 9'-0' - _u IIS CLOSET GONG. - - GYP.BD. PAINT B-1 V-0' GYP.BD. PAINT 5-1 V-0' GYP.BD. PAINT B-I 9'-0. GYP.BD- PAINT B-I 9'-0' 119 JANITOR CONG. - - GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. GYP.BO. PAINT B-1 9'-0' - - - - - W w b�OU N 120 R'-CEPTION AREA GONG. CARPET GYP.BD. PAINT B-1 9'-O' GYP.BD. PAINT B-1 V-0' GYP.BD. PAINT B-I 9'-0' GYP BD. PAINT B-I 9'-0' SAT FAC WHITE 9'-O' `/ 121 VESTIBULE CONC. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' SAT FAC WHITE 9'-0' U- y �U F 122 WAREHOUSE CONC. - - EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING *GYP.BD. PAINT T B-I VARIES - - - - *TENANT IMPROVEMENT WALL ONLY-AVERAGE WEIGHT=21'-0' RE, CD G z o u � Q I tl W0. A� k�w N F' 4 n A E-F W w F A 3 A Q 2 O w O z w Z LI W O O U o N CL (7 L O Z I— u- o Lu r - �� Z � N LU O � Z X w In l� N v : N Z 4 K W 1SY�jrr PROFESSIONAL SEAL U LICENSED 0: F.':rffITECT Z AfE-2�3�,1I / Q O U W JETE E 'TER1 OF I .4H0 a DO NOT SCALE DRAWINGS N CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS w 4T THE JOB SITE AND NOTIFY R' HANSEN-RICE,INC.OF ANY 1 DIMENSIONAL ERRORS,OMIBBIONS, p OR DISCREPANCIES BEFORE T BEGINNING OR FABRICATING Q ANY WOFY °u DRAWN BY SHEET R.GUERRERO 4(o.00 DATE REV. c 9 IZ JUNE 03 SCALE®24'x36' JOB NUMBER -" 0 NONE 03601 DOOR SC+IEDULE FRAME SECTIONS DOOR TYPE LEGEND o DOOR LOCATION DOOR FRAME 11U 1 J-I J-2 ASF ALUMINUM STOREFRONT(CLEAR) - BA BRONZE ANODIZED ALUM. _ m 7�7 HOLLOW WOOD EO - ELECTRII%9 CA CLEAR COPERQ DODIZED � P m ROOM NAME SIZE THK HAND ELEY TYPE FIN "N MATL FIN (zj B U F REMARKS HOLLOW METAL -� fps STEEL STUD FRAME FAC FACTORY FMISH J -1 NiQ= U ,Q V' STEEL STUD FRAME FD FRSEZER DOOR �'O 0 F Ill _ 'FS FLEXIBLE STRIP Z. ;J HOW • HOLLOIU CORE WOOD HM HOLLOW METAL 001 OFFICE 3'x T' I A4' RH F HQII FAC WOOD FAG 4 3/ ' J-2 6 HMH HOLLOW METAL HONEYCOMB 1 NMI HOLLOW METAL INSULATED 002 OFFICE 3's T' I 3/4' LH F HCW .FAC. - - WOOD FAC 4 3/ �J-2 S, OHD OVERHEAD DOOR 003 OFFICE :3'x 1' 1514, -LH P HOW FAC - WOOD FAC 4 3/ -J-2 6 OHDI OVERHEAD DOOR INSULATED 004 OFFICE 3"x T 1 D4• RN F. NCUI FAC - - WOOD. FAC` 4 3/4 J-2 & WALL COVERING SOCHWD9 SOLID EAD DOOR CCDRE WOOD SECTIONAL R E}V WALL COVERRYa 005. OFFICE - 9'x'I' 114, RH F HCW FAC - WOOD FAG 4 3/4' J-2 b vLD VERTICAL LIFT DOOR gg VLDI VERTICAL LIFT DOOR INSULATED U 1 4f)03 ITV IN U 006 OFFICE � 3'x I' I y4•.. LH F- NGW PAC - - WOOD FAG 4 3/4' J-2 b 00T OFFICE - 3'x T I'/s' RA 'F HCW FAC - - -WOOD PAC 4 3/4' J-2 6 WALL TNK 4 3/4' /� III^ p �> �j J 5V Df(31)PL 008 OFFICE - 3'.x 1'. 1 AW LH F HCW. FAC - - WOOD FAC 4 3/4'. -2 6 - HARDWARE GROUP S IK V 0 _ 005 OFFICE 3'x T' I%' RH F HCW FAC - - WOOD -FAC 4 3/4' J•2 6 - HARDWARE GROUPS TO BE _ � 010 OFFICE 3'x'[' I 3/i' LH F N(::W FAC WOOD FAC 4 3/4' J-2 6 CONFIRMED BY 14ARDWAIRE SUPPLIER OII OFFICE - 3'x T' 1 34' RP 0 NM: PAINT HALF STEEL PAINT 4 3/4' J-1 I V J-3 J- 012: MEDIA V x T CASED oF£NW. WOOD FAC: 4 3/4' J-4 GROUP I GROUP 6 O N BREAK RCQ7 3'x T' 1°4' LH G HCW FAC HALF - WOOD -FAC 4 3/4' J-2 6 - _ 1 LEVER LOCK-SET I LEVER LATCH-SET. W 014 RE5TROom 3'x 1' I-W RN F SOW FAC - _ WIOOD FAG 4 3/4' J-2 3 (KEYED) (PASSAGE) STEEL STUD HOLLOW WOOD 1}PAIR BUTTS i}PAIR BUTS N71 015 RESTROOM 3'x T' - IV LH F SGW FAC' - - WOOD PAC 4 3/4' J-2 3 1 WALL STOP I WALL STOP I 016 REgTROOM 3'x T 1°4' RH B HM PANT - - STEEL PAINT 4 3/4• J-I 3 ASP WINDOW O _ OM CCNF.ROOM 3'x 7' 1 34' RH F SCW FAC - - WOOD PAC 4 3/4' J-2 I b - r " CIS CLOSET GLOgEi 9'x T I s4' RHR F HCW FAG - - WOOD FAG 4 3/4• J-2 6 ASF DOOR GROUP 2 GROUP( U c 019 JANITOR 2'-6'x T' - I 34' LH F NCUI .FAO - - WOOD FAG 43/4 J-2 b I LATCH-SET in C i CLOSER BUTTS 020 RECEPTION AREA 3'x 1' I A4' LHR A ASP PAC FULL - CA FAC 4 3/4' J-3 2 WALL COVERING I PUSH BARS C N 021 DECEPTION AREA 3'x T' I�q• RHR A ASF FAG- FULL - CA FAG 4.3/4' J•3- 2 - (PULL SIDE MOUNTED) I SET SMOKE SEALS �LL 022: WAREHOUSES 3'x T' I°.' RHR B HMI PAINT - - STEEL PAINT 6' J-1 9 023, WAREHOUSE S'x 9' - - D OHDI FAC - - STEEL PAINT 8' T PER MANUFACTURER REO'b 4 3/4• b GROUP 3 GROUP 8 — a w O. ti E $ 3 4 I (PRIVACY) 1}PAIR BUTTS I z I LEVER LOCK-SET I LATCH-SET A 1 t .I}PAIR BUTTS I CLOSER d _ J-✓ J_rSMOKE _I WALL STOP i WALL STOP SEALS I SEALANT B.S.TYP. r P .4 aa . WALL PANEL GROUP 4 GROUP 9 •�o�. F, l 3 JAMB TRIM � r - 1 LOCK-SET(KEYED) I LEVER LOCK-SET r U v r p Q y yU 1}PAIR BUTTS (KEYED) Q _ ILriKi I WALL STOP 1}PAIR BUTTS q t GLOWER 1SET WEATHER bTRIPPMG I THRESHOLD u„- 3 LIGHT GA.CEE I SWEEP W GROUP 5 GROUP 19 r Q .L �� I LOCK-SET(KEYED) I ALARMED PANIC BAR 1}PAIR BUTTS I}PAIR BUTTS EI= - I CLOSER - i DOOR STOP ' - OR FLOOR CHECK I SET{LEATHER STRIPPING I THRESHOLD S w J-1 J-S SWING � ' ua INSIDE }— nil z 0 > p «E- OUTSIDE RIGHT HAND DOOR ISWiNG IN) (n��/ RIGHT HAND FRAME J ff d O (Q Lu LL U INSIDE U O Z 1— . KE N d DOOR ELEVATIONS m OUTSIDE d) N - LEFT HAND DOOR(SWING IN) I r E LEFT HAND FRAME _ Z U J WINDOW SCHEDULE UJINDOW ELEVATIONS- � - PROFESS!CVAL - ' INSIDE SF SIZE OPEN FRAME ELEv W '� REMARKS O}F31 IC j. KEY ..� 3 w � •. . ` A D•5•X 9'-0' ASP D - RIGHT HAND REVERSE BEVEL(SWING OUT) B - 3-0•x 4 '0' - CA B LEFT HAND FRAME oo - - - - - - DO.NOT SCALE DRAWINGS A _ B INSIDE CO.TRACTOR SHALL VFR'.FY ALL C 111ITION3 WITS 5 ANDPhD NOTES DIM TSICtA_ER.OF3 CM VCP HAN5EN R C INC OF ANY S1261NNN NSoe FASR CA N-, ANY WC—_ -- - - _ OUTSIDE LEFT HAND REVERSE BEVEL DOOR(SWING OUT) DRAIUN BY ew-^T RIGHT HAND FRAME - t, O -- _-- R GU_RRERO � .0 DATE V. c DOOR SCHEDULE FRAME SECTIONS DOOR TYPE LEGEND a DOOR LOCATION DOOR FRAME J-1 J-2 ASP ALUMINUM 57CREFRONT(CLEAR) GA CLEAR ANODIZEDNZE EAR ANODIZED ALUM. _ 3 HOLLOW WOOD EO ELECTRIC OPERATED P m T ROOM NAME SIZE THK H ELEV TYPE FIN 1V MATL FIN Q Ma % HOLLOW METAL STEEL STUD FRAME FAC FACTORY FINISH FRAME FD FREEZER DOOR STEEL STUD F5 FLEXIBLE STRIP HCW HOLLOW CORE WOOD w 1 HM HOLLOW METAL 6 001 OFFICE 3'x T' 1 34' RH F HCW FAC - - WOOD FAC 4 3/4' J-2 - - - HMH HOLLOW METAL HONEYCOMB W mm2 OFFICE 3'x T 1 34' LH F HOW PAC - - WOOD FAG 4 3/4' J-2 HMI HOLLOW METAL INSULATED IC - - OHD OVERHEAD DOOR 003 OFFICE 3'z 1' 134' LH F HCW FAC - - WOOD FAG 4 3/4' J-2 - - - OHDI OVERHEAD DOOR INSULATED SOWDC;W OVERHEAD DOOR SECTIONAL A 004 OFFICE 3'x T' 13�>' RIP F HOW FAC - - WOOD FAG 4 3/4' J-2 - - WALL COVERING WALL COVERING SCW SOLID GORE WOOD VE 3 005 OFFICE 3'x 9' 1 34' RH F� HCW PAC - - WOOD OCR FAG 4 3/4' J-2 - - - VLDI VERTICAL LIFT DOOR LATED 006 OFFICE 3'x T 1 34' LH F 'LCW FAC - - WOOD FAG 4 3/4' J-2 K 00T OFFICE 3'z T' 1 34' RH F ACW� PAC - - WOOD FAC 4 3/4' J-2 - - - WALL THK 4 3/4' j HARDLuARE GROUPS T 008 OFFICE 3'z'I' 134' LH F HCW\ "FAG - - WOOD FAC 4 3/4' J-2 - - - lr� 005 OFFICE 3'x T 1 34' RH F HOW `'F.1 - - WOOD FAC 4 3/4' HARDWARE GROUPS To BE W 010 OFFICE 3'x T' 1 34' LH F HCW FAC`• - WOOD FAC 4 3/4' J-2 - - CONFIRMED BY HARDWARE SUPPLIER p, 011 OFFICE 3'x T' 1 34' RH C HM PAINT HALF - STEEL PAINT 4 3/4' J-1 J-3 J-4 012 MEDIA 3'x T cased oFEMNG WOOD FAC 4 3/4' J-4 - GROUP 1 GROUP 6 013 BREAK ROOM 3'x T' 1 3/4' LH G HOW FAC HALF - " ':'WOOD FAC 4 3/4' J-2 - - - r -�'�'~ LOCK-5ET(KEYED) I LATCH-5ET m 014 RESTROOM 3'x'I' 1 3a' RH F SCW FAC - - WOOD, FAC 4 3/4' J-2 - - - STEEt� 4 HOL`LOWWODD }PAIR BUTTS }PAIR BUTS N -''FRAME DOOR STOP CLOSER CIS RESTROOM 3'x T' 1 34' LH F SCW FAC - - WOOD',`,,fAC 4 3/4' J-2 - - - OR FLOOR CHECK I WALL STOP i 016 RESTROOM 3'x T' 134' RH B HM PAINT - - STEEL PAINT 4 3/4' J-1 - - - ASP WINDOW SET WEATHER STRIPPING _ THRESHOLD 0IT CONF.ROOM 3'x T' 1 3/4' RH F 5CW FAC - - WOOD FAC',4,,3/4'018 CLOSET 3'x T' 1 34' RHR F HCW FAC - - WOOD FAC 4'`3/4' J-2 - - - ---ASF DOOR GROUP 2 GROUP 10I9 JANITOR 2'-6'x T' 1 34' LH F HCW PAINT - - WOOD PAINT 4 3/4' ,�22 PULL HANDLES ILATCH-SET q3 G020 RECEPTION AREA 3'x T' 1 3/4' LHR A ASP FAC FULL - BA FAC 4 3/4' J 3'.?c,, - ` 2 Pt15H BARS }PAIR BUTTSWALL COVERING 021 RECEPTION AREA 3'x T' 1 3/a' RHR A ASP PAC FULL - BA FAC 4 3/4' J 3 '' - - 2CLOSERS LOSERO !PULLSIDE MOUNTED) 5ET SMOKE SEALSK 022 WAREHOUSE 3'x T' 3ia' RHR B NMI PAINT - - STEEL PAINT 8' J-I - - - zti" 15ET WEATHER STRIPPINGCYLINDER DEADB-PI WO023 WAREHOUSE e' ' D OHDI FAC - - STEEL PAINT 8' J-I - 3/4' THRESHOLD I_ `.U V W GROUP 3 GROUP (LOCK-5ET(PRIVACY) ILATCH-5ET A- Z N I}PAIR BUTTS I}PAIR BUTTS z (r" C V N IWALL STOP (CLOSER W 6 J-5 J-6 SET SMOKE SEALS � � o� U �N ,O U ' I WALL STOP Q o M W K ot,, 01 GROUP 4 GROUP 9 m w F I LOCK-SET(KEYED) I LOCK-SET(KEYED) N p WO I}PAIR BUTTS I}PAIR BUTTS F' a 4 I WALL STOP I CLOSER SET SMOKE SEALS g .�-i E- W I WALL STOP U GROUP 5 GROUP 10 q I LOCK-SET(KEYED) I ALARMED PANIC BAR z q. `• I}PAIR BUTTS I}PAIR BUTTS a, B4 I CLOSER I DOOR STOP OR FLOOR CHECK SET WEATHER STRIPPING I THRESHOLD J-1 J-S SWING �- ° Z 9y m INSIDE JU 73 KEY fj OUTSIDE O RIGHT HAND DOOR(SWING IN) Nti RIGHT HAND FRAME 3. Lu O } z Q IL z .,R?x INSIDE Z W Q_ 'A KEY IN -: lee DOOR ELEVATIONS N I -1 W m ,Ar OUTSIDE _ LEFT HAND DOOR(SWING IN) N Y� ")zzm LEFT HAND FRAME t- ➢m z a ❑ U � � PROFESSIONAL SEAL _- WINDOW SCHEDULE °"� _ WINDOW ELEVATIONS N51DE LICENSED 3 SIZE OPEN FRAME ELEVag ARCHITECT O RCHIT 4 i o3 9 W LL // /� A S SS G CC OUTSIDE ` W B 3'-O'x 4'-0' - CA B z 4 pIroGHT HAND REVERSE BEVEL(SWING OUT) EF REY FO,TER j, LEFT NAND FRAME E O,IOAHQ N ` DO NOT SCALE DR4WMGS "•;,?`INSIDE CCNTRACTOR`SLALL VERIFY ALL A B ( IF AT THE JOB SITE AND NOTIFY WZ HANSEN-RICE,INC.OF ANY DIMENSIONAL ERRORS,OMISSIONS, ' - - - - - OR DISCREPANCIES BEFORE ( INr�G OR FABR GATING KE ANG y WO / OUTSIDE \ - - - - - - o - _ - - - - - / - \ RIGHT HAND FR'A�ME DRAILN BY SHEET LEFT HAND REVERSE BEVEL 0 F(SWING OUT) �-1z cuE R A(0.01 ; / D E Cx 6 AYE �� )OEv. o 7i �i F I�J�IN 03 $ — r C D SCALE®24'x36' JOB NUMBER NONE 1 0360) i z B Q � 0 � m O w m a i 9-10 w 2' U �p ly"m SCH.40 PIPE RAILS SHALL NOT PERMIT A 21' > FAINTED(TYP.) SPHERE TO PA65 THROUGH PER SECTION 10032.12.2 EXCEPTION 3. i w 0 (L . m fl m �0 n1 Z _ F M N GUARDRAIL BASE PLATE SEE STRUCTURAL CONC. U � j�U U UJ y, Z A CU TRUCK DOCK RAMP SEE CIVIL GUARDRAIL DETAIL TRENCH DRAIN AND DRYWELL. SEE CIVIL uj co N0. T r~ U O ti W A a a z O w O z_ t) 3 Z Z _ w0 a LU V m 1U :0 ff11 o On } Z o LU d q 0LL Z13 J N al m Q O M �e a W All PROFESSIONAL SEAL �i LICENSED ARCHITECT a i �•11.03 Y JJFF-� V TER a AHO IU DO NOT SCALE DRA UW 4 z CONTRACTOR SHALL VERIFY ALL ATO LHE JOB SINE ANDENS NOTIFY i HANSEN-RICE,INC.OF ANY DIMEN51ONAL ERRORS,CM15510N5, Ili. OR DISCREPANCIES BEFORE Q BEGINNING OR FABRICATING ANY UIORK N 0 DRAWN BY SHEET P.GUERKFzo 47.00 J DATE 1 JUNE 03 REV 0 SCALE®24'x36' JOB NUMBER T A5 NOTED 03601 Agricultural • Residential • Commercial • Small Industrial ' ELECTRIC BART WANSTROM 420 5th Ave.W Mobile:(208)280-0322 P.O.Box 1024 Office:(208)733-4422 Twin Falls,ID 83301 E-mail:bart@argus-electric.com URL:www/argus-electric,com