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Home My WebLink About03-660 473 Hankins Rd S plans RECEIVED SEP 2 2 2003 CI FALLS BUILDING TVADEPT. I c. ' nNur.o,P _------ma ------- ---- --------- --------- �� RETAIN EXISITING ---------------------- 12- LOCATED IN LOTS 2 & 3 R Lo 'PATCH FLOWtINE I = a �>r T � INCOM INDUSTRIAL PARK SECTION 24 C CEO N 90'00'00"E 319.08' 59.54' ----------,s9- --------------------------------------------------------- i TOWNSHIP 10 SOUTH, RANGE 17 EAST, I n EXISTING EDGE OF GRAVEL- EXIST WATER SERVICE I PROPOSED EDGE OF g2AVEL W TWIN FALLS COUNTY, IDAHO ` LOT VINE(TYP)---T .EXIS71NG FIRE HYDRANT I _- I D o LANDSCAPED &GATE VALVE g e n d.• DRAINAGE SWALE SLOPE SUBGRADE FROM TOP OF GRAVEL - BULGE GRAVEL FOR FIRE 1RU I n v �b TO NATURAL GROUND AT 4:1 MAX. - TURNING RADIUS"'RAQ 1 EXISTING_ PROPOSED: C 0 o I I I 15.2 TO 5.33 iC 15.71 iC 16.08 TC 1____ 5.98 iG U.91 TG � LOT LINE -'� 20 T R CENTERLINE } Eov Z 30'LANDSCAPING LINE _THICKEND.ASPHALT EDGE(TYP) EASEMENT - - - - W O 14 A I _ ,. I FROM FUTURE BACK OF SIDEWALK I EDGE OF ASPHALT ( '� I EDGE OF ASPHALT ...'.... ...... ... W Q E I I I LANDSCAPING TO BE INSTALLED � I - I STANDARD CURB&GUTTER 0 LL o N"maW 20'GRAVEL FIRE LANE J E E 1 (7 V/) ' PER ORIGINAL AGREEMENT 'CHAINLINK FENCE W/(3) - STAND UP CURB _- _ -i --- W W- u rE Inl N.T.S. I I 16.28 TG �- TOP BARB HIRE I I I SIDEWALK - - -- _ -- _j m E �-' - - -- I •14.28 7A WATER MAIN -1o'-e- B-w '�� O W r I I STORM DRAIN MAIN 11-SD 0 11.00 C IRRIGATION MAIN =: m 12-1 30'PI LINE ` I �,P = EXIST 4'PRIVATE SEWER SERVICE i I NATURAL GAS(UNDERGROUND) = W \ I CRAWL Y? ( d LOT T 3 'S`1 (� I TELEPHONE(UNDERGROUND) Z 7-PLANTMIX PAVEMENT I L_ " Z Z °°'. 15.50 TG 11 I OVERHEAD POWER LINE u° o 2--3 4-BASE AGGREGATE _ 24' �-LANDSCAPED IGLOO BUILDING ADDITION 1.36 A c. CONTOUR WATER TERLIN ry COMPACTED TO 951E MAX.DENSITY { CRAWL FIRE LA 1.00 TCC I SERER SERVICE B'-1 1 2'BASE AGGR. 12 I ASPHALT ROADWAY f I I 15 f TG L O 2 F.F.E. C 3417.00 END ASPHALT AT PROPERTY LINE FIRE HYDRANT Yf Y W l0 F-a w COMPACTED TO 951E MAX.DENSITY - I I (3) -� WATER VALVE ea ti 1.36 A c ��a�°� I I MANHOLE 0 O r� SUBBASE-COMPACTED TO 951C MAX.DENSITY CLEANOUT 1= I y J I R I ASPHALT I TELEPHONE RISER p _214 NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER •\ _ I POWER POLE PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT 16.B0 POWER POLE ANCHOR F 15.86 TA• 14. A 1 111.45 7A IRRIGATION STRUCTURE 3/4'AND 1 1/2-BASE TO BE CRUSHED GRAVEL TO I^ TRANSFORMER 0 `- CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. I 1'W N.S'D SWALEBETWEEN CURB I CATCH BASIN Typical Parking Lot Section rOrn I &DRAINAGE SWA E I DRAIN AGE DIRECTIONAL ARROW VJ I FIBER OP17C MARKER(UNDERGROUND) Desi Notes i EXIST WATER METER I r EXISTING FIRE SERVICE I LIGHTS o- E ,O( I IL CJ REFER TO SPRINKLER PLANS FOR SIZE DESIGN GRADES SITE DEVELOPMENT ma s nu •aaao nr � �pXI y ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q I 15.92 TG 15.55 TG j I R01" M.W. O"SE CONSTRUCT �•'1 RP 6 AJPAMT •mm TA 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. I O 11 �7 MARK C.OLF. EOTYDGE OF INN S I� FR¢a ASWAIr •moo u GG PK]R771 BASF 1?RCIP�7Y PII.7 OF LOT 3 EGG EDGE Cr GRASS I LANDSCAPE I I I rm 6 mLwx .mro rn t SOIL BEARING CAPACITY=2000 PSF ALLOWABLE ROP O 1111Df.BI1lfAL PART FFE REusH EToaa ELEVATION �HATCI,ED AREA 1'CURB CUT IN EXTRUDED CURB - r"°°`mxOeTF ^A0010C G,g, wAOE ,� ASSUMED. 70 BE VERIFIED BY CONTRACTOR,NO CLAY I 7t?OF PIN WFVA73M4-3Y109 INVERT END EXTRUDED CURB I ': ryw6a°M. ru 40 P1 n M.D.T MAN DOOR OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. r^ I END ASPHAL BEGIN GRAVEL O.H.P. MAN NERD PoRIiR O FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR VJ r .:'�r.� SHALL DETERMINE THE QUALITY AND COMPACTION OF Z L_ , I I T I� I •; •15.75 TA 14.99 T 14.82 TA o.N.D. OWN HEAD DOOR THESE SOILS. - ALL FILL SOILS 70 BE COMPACTED 70 1b.y5 TC RD ROOF DRAW 95X OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD Y I I 1. 17. TCC I I At. 0 10 20 40 sD 51pa1 DRAW PROCTOR AT OP77MUM MOISTURE AND PLACID IN 8'LIFTS. I FUTURE BACKI (14) EXTR DED CURB TYP (13) ,;�'15.70 TA&T.O.W. 1 r T.F.CC. TIINr FALLS GAVIAL COMPANY Z I ( ) I � ti 24'SONG GATE I I SCALE IN FEET W/ NTH THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION I OF SIDEWALK 6 MONOLITHIC SIDEWALK-, FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IQ I°N'.' i6. I TC "3 w EYi5 t,AJ JG.^GCK..• CASPHAL7� 1 ci ^ �ELEV.- 17.00 IN WRITING BY THE ENGINEER. I J �'_z I M L--OELEV EE CONC.OWG'S FOR i IM LANDSCAPE PLANTER IGLOOBUIIAING EXISTING --` 15.70 TA&T.OW. I 1 w ETAINING WALL DETAIL �4 Q F.F.E. 34 7 00 1 o-PROPOSED EDGE OF ASPHALT RENCH DRAIN ualiry Control and Testing i5.56 JC 4� I 1 EXISTING END OF ASPHALT 016.86 TC ( D �� •15.75 TA o� .- 13.00 0 ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED - I I l� � I 5 C O BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE r MATERIAL SUPPLIER APPROVED BY THE ENGINEER. I �ASPHALT 16.40 TCC I CC 1 Z f 1.5-TO 3'WASHED AGGREGATE VI ~ 15.15 TA 14.95 TAT 14' a �� THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REOIRED: (' 16.90 TC J a I I �ELEV.- 10.00 - I I Y' -I I IMPERVIOUS 16'x4O'x 1.6/12 x+95X- 81 C.F. T h SOILS AND 98. STANDARD PRO: I I T ccal Drywell Detail v n DRYWELL: 5'W x 141 x SO x 0.40= 84 C.F. ASiM D 698, DENSITY7Y OF SOILT D SOIL AGGREGATE IN PLACE I'o---EXISTII�f EDGE( I I 10 2-� 20 5 �,I 4f700TCC EXISTING 25'WIDE ACCESS,UTIUTY DAP(�INAGE, I yp c TUT$. ASTM D 1922,NUCLEAR METHODS. 'I ASPHALT I I. o WATER AND SEWER LINE EA3EMEN7 EXISTING EDGE OF ASPHALT �'/S� ELEV.- 15.00 MIN.0 - DO NOT SCALE DRAWINGS Site Summary I I I" I b I I /' ELEV.- 11.75 CONTRACTOR SNALL VERIFY ALL I.76 TG 17.D4 TG o MAX. CONDITIONS AND DIMENSIONS AT OWNER: THE JOB SITE AND NOTIFY THE IGLOO DEVELOPMENT 11 93'SETBACK FROM CL -- - z I 1 I Typical ASwale Detail N.T.5. ENGINEER OF ANY DIMENSIONAL (13) ERRORS,OMISSIONS,OR DIS- TWIN FALLS,IDAHO 83301 I 3200 E�ROAD I CREPANCIES BEFORE BEGINNING ZONING: M-2 I I I Notes OR FABRICATING ANY WORX. EXISTING BUILDING FOOTPRINT = 16,053 SF(f) I\ I I I 15.19 7A NEW BUILDING ADDITION =5,000 SF(f) I _ I _T A 't Ur.r TOTAL CONSTRUCTION SITE AREA = 118,527 SF(f) \ I I - �51 x 5'W x 4'T GONG.STOOP I I THICKEND ASPHALT EDGE(TYP� I I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE PARKING REQUIREMENTS 1/400=53 SPACES I I 1 'CHAINLINK FENCE W/(J) 1 I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, d.rm STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE.SEE THIS SHEET FOR SIZE ��";�,�, PARKING PROVIDED=53 SPACES \ - I I COPPER SIDEWALK WERE 1 TOP BARB WIRE 1 u` °-'A�.uros I I I I SPECIFIC DETAILS NOT COVERED BY THESE STANDARDS LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE= 1380 S.F. \ I NECESSARY FOR ROOF DRAINS I EXISTING FIRE HYDRANT I �,,�-'W»'a's LANDSCAPING SHOWN=2642 S.F. \ I I OR PIPE ROOF DRAINS TO DRYWE L 1 &GATE VALVE I I 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS T ROTECT YA�A' GIPS Calibration 1 I COORDINATE WITH GENERAL I I 1 I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM NOFF AND/ w rtxr x wvmrs I I OR'DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNEC 7 WITH A+m-aiwxre \ I 45'.36 TC 16.04 TC_ J I I I SITE CONSTRUCTION. "pD 90O1Y;10 Y1"1NN 0pA 15.98 TC�- - G.B.-- -`iT.24 IC FUTURE EXPANSION I 1 PROPOSED EDGE OF ASPHALT r .nnnw HORIZONTAL CONTROL: Y4• (B� I �, I NORTH WEST CORNER OF LOT 1 (1/2') \ t .JfiC '�ji TC L------------------ I J. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. Ns - N=7730.66 E=f0057.82 I \ I -------J 1 I IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS g\ONAL NORTH CORNER OF LOTS 2&3(1/2') F. ♦ t F DESTROYED DURING CONSTRUCTION. QOF``S�G\STE N=7730.72 E=10217.36 y P NORTH EAST CORNER OF LOT 3(1/2') I 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN N=7730.71 E=10376.92 15.94 - _- --_- __---`-----------1�1�� / I NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND 1 42 i- ----------- --- INGRESS AND EGRESS TO SAID CONSTRUCTION. EXISTING FIRE HYDRANT I MATCH ASPHALT INTO EXISTING KEXI$TING EDGE OF ASPHALT2'�°J' &GATE VALVE 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED sT4 OF\OP�� Retention Data. I I I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95X COMPACTION REWIRED. T9DY F0 cA (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT STOP SIGN I AI MENTS(SEE FINAL PLAT) 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 U77L TIES G.MARTENS I .o..Prm NS ASPHALT&CONC.AREA=46,128 S.F. ',�•r[1 - - - - - . . - . . - - - AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS TOR LANDSCAPE G DRYSCAPE AREA=44,400 S.F. I I I e ��r•-fT NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. , 7 VITEK IMPERVIOUS: 74,128 x 1.6/12 x+95X- +9,389 CF. EXISTING 30•CULVERT ELDRIDGE AVE. (PRIVATE] I MODIFICATIONS pJS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND 44,400 x 1.8/12 x+20X= +1,184 C.F. _ SPECIFICATIONS. 118,527 x 1.6/12 x-35%= -5,532 C.F. I I T. VITEK RETENTION REQUIRED= +5,047 C.F. I I 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR SWALE 1: 100'x 15.x 3.25' TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLWE'PRIOR TO COMMENCING WORK. ,< SEPT. 2003 RETENTION PROVIDED- 5,200 C.F. I I I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHOWN 58.00, 159.54' 159.54' 1 SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 23 PnN 546-02STtexp 24 S 90'00'00"W 319.0 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD-S.&SPECS. -- Curb Radii Data. Cc &Engineering Contacts I�tiliry Company Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS _546 07 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT iNiN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTAIENi OF ENNRONMEN TAL QUALITY CITY ENGINEER ENGINEER NTERMOUNTAIN CAS COMPANY O-NEST CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED IN WRI77NG TO THE ENGINEER. DAHO POWER I E 0' 9 3" 1-4" �50' TWIN SFAL�SD IDAHOU8330ST TWIN SFAL�DID HO 8330ST iW1NPALLSINOAHOA 83J01E 2 TNiNSFALaLSD D HNU 3301T 621 NC HEER OAD SU f00 T�•BOX AHO 83J01 i87N BLUEFALL LAD IDAHO 8KES 3D301 TWINB X 581DAH0 83303 OWN BALLS,IDAHO 8330J OX 1946 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED C �•(�(� 1-208-7J5-7232 i-208-735-7288 1-208-736-2190 1-208-735-727 TWIN FAL IDAHO i PRIOR TO CONSTRUCTION. c W 1 -7 227 1-108-737-6300 1-2D8-733-0278 1-208-733-6230 REX CHAMPNEYS MARIANNE BARKER g7ECORY T.MISBACH GARY YOUNG I-208- 4-4888 NDSON REGINALD LARSEN BRUCE KEMPER RON BURNS Permit Number . . to-tS—o3 Envelope Compliance Certificate Checked By/Date 2000 IECC- COMcheck-EZ Software Version 2.4 Release 2a Data filename:M:\03504\igloo comcheck 5.cck Section 1: Project Information -Project Name: Igloo Development II Designer/Contractor: Jeff Foster,AIA Hansen-Rice,Inc. 1717 Chishhn Drive,Nampa,Idaho 83687 Document Author: Jeff Foster,AIA Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6769 Cooling Degree Days(base 65 degrees F): 329 Activity Type(s) Floor Area 4fidugUial Work,>=20 ft C'eilingIeig" 21053 Project Description(check one): New Construction X Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Vapor retarder installed. SEP 2 4 203 1 Building Plans have been reviewed and approved wp y M Construction Subject �' to Field Inspection/ R E C E I V E[ MAt o 0Y51r� -1 1acP��- Page�nt� $fP 2 0 ?,rT v To �6 to O✓p Pi-E P♦ Date 3 IW-I -- ---------�--------------- ------ 12' ,m. �„ r____-___ 1` - -----W------------- LOCATED IN LOTS 2 & 3 11 RETAIN EX1SITING �b\`{�0i P N I WATCH FLONLINE I o ��1 I N 90•00.00"E 319.08' m // . _ _ _ _ _ _ INCO_M INDUSTRIAL PARK SECTION 24 C °o ------ - - - - - _- T I Y N 159.54' 159.54' I ` ----� - ----------- ---- ----------_--- ------------------------------- i %� TOWNSHIP 10 SOUTH, RANGE 17 EAST, n EXISTING EDGE OF GRAVEL EXIST I"WATER SERVICE I PROPOSED EDGE OF GRAVEL '� TWIN FALLS COUNTY, IDAHO Q � W- �aJ 77- E Mp)�'1 EXISTING FIRE HYDRANT I I Q e �• "--_ - ___- _----- \I l -- - F-LANDSCAPED &GATE VALVE i DRAINAGE SWALE SLOPE SUBGRADE FROM T OF L \ BULGE GRAVEL Fq2 FIRE TRUCK __ W nnTO NATURAL AT 4:1 MA%. TURNING RADIUS 40'RAI) I EXISTING PROPOSED: C O u I I 11108 iO 15.98 TG N.97 TG LOT LINE z .14.20 TA ROAD CENTERLINE - } 0 0 15.2 iG 15.33 TO 15.71 T \ 7F�ICKENO ASPHALT EDGE(�) �, EASEMENT - W I N FROM FUTURE BACK OF 0 �� h - - - ,� ED OF ASPHALT EDGE OF ASPHALT .... ........... W x E rw+ow I y I PER LANDSCAPING GINAL�BE N9EDLK Cy a 1 ^, r> I 20'GRAVEL FIR LANE - - I I ..'........... ... C Q JO'LANDSCAPING LINE # 1.I,a i�CAQ Q ,t STANDARD CURB&GUTTER - _'�- _z n 0. V V CHAINLINK FENCE IY/(3) I W W- - \ V1 I TOP BARB ARE 7 STAND UP CURB a _ _J c VlClnity N.T.S. I (I I 16.28 �i I I I SIDEWALK (Q aD- I •14.28 TA WATER MAIN MAIN #--r- a w -- - Ul�a STORM DRAIN M - IY sD 0 i I YE 0 17.00 EXISL 4'PRIVATE SEWER SERVICE IRRIGATION MAIN - - -i°t 11.1 ��tt��JJJ ¢ Qn30'PIPELINE y _ NA VIRAL GAS(UNDERCRWND) Z W GR o LOT 3 5 I TELEPHONE UNDERGROUND) r W 0 3"PLANrulx PAVEMENT Wh ---_._-3M115-- ►, (11) I OVERHEAD OWER LINE --n Zo- SCAPED - _ 1.36 A C. ICONTOUR LINE - �70------ Cq- 2"-3 4•BASE AGGREGATE : 2 - - IGL00 BUILDING ADDITION -COMPACTED 10 95><MAX.DENSITY {' AVfl 1.00 T I SEWER SERVICE 3--- �4'S5- tD 3 a w ' 6"-1 1 z'BASE AGCR. 12 I A HALT ROADWAY f I I 15.Q7 TC ,.L Of 2 F.F.E. p 3417.00 END ASPHALT AT PROPERTY LINE- FIRE HYDRANT tf Y COMPACTED TO 95X MAX.DENSITY a I =" I ( -� WATER VALVE 04 N }I 1.36 Ac \ I I MANHOLE 0 O SUBBASE-COMPACTED TO 95X MAX.DENSITY I 1 I CLEANOUT l I R ASPHALT-) I TELEPHONE RISER n NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER 1 I I •\ POKER POLE a PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT F- I d / 6.80 I I POWER POLE ANCHOR e- i 15.86 TA• 14. TA •14,45 7A 3/4•AND 1 1/2-BASE TO BE CRUSHED GRAVEL TO ] I_ -I I I / TRANSFORMER IRRIGATION STRUCTURE 0 0 CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. J.(yL I CATCH BASIN fW x SO SWALE BETWEEN CURB 's(3 Typical Parking Lot Section �O�r� &DRAINAGE SWA E I 2 DRAINAGE DIRECTIONAL ARROW T �- UJ FIBER OP71C MARKER(UNDERGROUND) LIGHTS Dew Notes - t I EXIST WATER METER I r EXISTING FIRE SERVICE �-d ,{ I 'CJ REFER TO SPRINKLER PLANS FOR SIZE DESIGN GRADES SITE DEVELOPMENT ro r'wt •ana0 n � �� y ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q I 15.31 TG 15.56 TC I I I ROWS •°60°" COW.. CONSTRUCT 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. IO I I I - > ,.ARK A 10P6A�NMr •0°'001" GO.EF. OTYOF TWIN FALLS TC N(Yt7Ti FAST PRL7PffiLTY PDN OF MAT 3 1Da a A9rHNr .moo u EO.G EDff aF cRAss I LANDSCAPE - �--4 SOIL BEARING CAPACITY=2000 PSF ALLOWABLE I HATCHED AREAy I 1'CURB CUT IN EXTRUDED CURB I� I I R FAR% FEE F1MSN FLOGY EIEVARON .� .mm>a CA GRADE BREAK r\ ASSUMED. 70 BE VERIFIED BY CONTRACTOR,NO CLAY I 7QP PIN IDFVA]KNN-3N4C8 m a aw .mw m ti�11. OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. I i I I END EXTRUD D CURB ( I I s ��Rrc uTvr WkRr r rY i END ASPHAL BEGIN GRAVEL ` I l a Rr.•FA�J M.O. MAN DOOR Y'�'1 FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR VJ I y v I O.H.P. OAR HEAD POWER SHALL DETERMINE THE QUALITY AND COMPACTION OF L_ I I I i"•,L Y •15.75 TA 14.99 7 102 TA O Z l 1. T T o.H.D. O ER HEAD ODOR �� THESE SOILS - ALL FILL SOILS i0 BE COMPACTED 70 , Ib.5 TC I RD ROOF DRAIN 95XRO OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD Y I 16.3 C �, 17._TCC _ _ � I I 0 10 20 40 so STORM DRAM re PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS I FUTURE SACK I (14) EXTRIJDED CURB(7YP) (13) I _ ,%•..a?: ""-"�.�•15.10 TA k T.O.W. I - T.F. TIM FAus CANAL COMPANY .,�-+�:�� 24'SWING GATE THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION ,Z( I of SIDEWALK I LL 6 MONOLITINIC SIDEWALK • _t"v`;•_ `3.':-`" 'r I o I SCALE IN FEET w/ WIN FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED Q I N F-� IN NRITINC BY THE ENGINEER. I I y IO1.L" I 16.81 TC i "1 `�-EXIST tOAONG DOCK , ASPHALT I ^. �ELEv.= tT.oO W II I N^1 LANDSCAPE PLANTER r IGLOO BUILDING_EXISTING,: " - I � I I SEE cone.owes FOR O uality Control and Testing I W Y . r 5.70 TA&T.O.W. I W RETAINING WALL DETAIL I 15.56„JC I F.F.E. = 3417 I c ahRaM�sro EDGE OF ASPHALT DT'WELLDfWN r-{`VA\ ( eI6.86 TC, •15.75 7A \ 1 olEXISTING END OF ASPHALT -_ELEV.- taoo O ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED I I I I v /' .`\ -8 BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE u ` I a__o_ O ASPHALT-) 16.40 7 / - 1.S'TO r WASHED AGCREOATE MATERIAL SUPPLIER APPROVED BY THE ENGINEER. I y I I y 4' CC I Z F. ^ If/ 15,15 T 14.95 TA I 14, - THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: I I % Tc I _ eELEv,- 10.00 °16.90 TC Y�SOILS AND GRAVEL COMPACTION: / + I _ I '" IMPERVIOUS: 16'x4O'x 1.6/12 x+95x= 81 C.F. a ASTM D 698, STANDARD PROCTOR I jl I 20' 24' 20' S' DRYWELL• 5'W x 14'L x 3b x 0.40= 84 C.F. DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE `L-EXISTIPTr�EDGE(y I I L/_-�-�=ir NCH/ w I `CC EXISTING 25'WIDE ACCESS UTILITY, �1fNACE, I Typical Drywell Detail N T S. o WATER AND SEWER LINE EASEMENT ASTM D 2922,NUCLEAR METHODS. ASPHALT _ +"I 9.(TYP) I �� EXISTING EDGE OF AS14iAtT •i ELEV.= 15.00 MIN.O---- i/ o I I I /A CO NOT SCALE DRAWINGS Site Summary I. I I I o - B� CONDITIONS ANDIMENSIONS AT 15.76 TC 17.04 TO OIMNER: I THE JOB SIZE AND NOTIFY THE IGL00 DEVELOPMENT II I 93'SETBACK FROM CL z I I I Typical Swale Detail N.TS, ENGINEER OF ANY NS,OR DI ERRORS,OMISSIONS,OR NIS- I / ORFAABRICATING ANY WORK. THIN FALLS,IDAHO 83301 '� 3200&ROAD +� 14 (13) _ ZONING M 2 EXISTING BUILDING FOOTPRINT = 16,053 SF(t) I I 1 - I ' - - -l..,"L._11_.. A ; Notes• I •L ,-I --.... _-_ �.:�;.. i 16.00 TA 15.2�T I NEW BUILDING ADDITION =5,000 SF(t) I �_._ I ( 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE ' () "L x 5 W x 4'T CONC.STOOP THICKEND ASPHALT EDGE TIP I I IDAHO SIDS,FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, aArm TOTAL CONSTRUCTION SIlE AREA = 118,527 SI" t I I _ I - I 'CHAINLINK FENCE W 3 STATE 1E AND FEDERAL AGENCIES WHICH ARE APPLICABLE.SEE THIS SHEET FOR SIZE 'L°1p' PARKING REQUIREMENTS 1/400=53 SPACES 1 _ I - ""- /O - PARKING PROVIDED=53 SPACES \ i"' ( CLIPPER SIDEWALK WHERE I TOP BARB WIRE I i I I SPECIFIC DETAILS NOT COVERED BY THESE STANDARDS. 'PA'"�6 LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE=1380 S.F. \ I I ( NECESSARY FOR ROOF DRAINS EXISTING FIRE HYDRANT� ,,�A,,,T+-%•�^ LANDSCAPING SHOWN-2642 S.F. I OR PIPE ROOF DRAINS TO ORYWE L &GATE VALVE I I 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ia� ' oR GPS/Ta J•J'Ia{•�n \\ I COORDINATE WITH GENERAL I I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ .I.- U l.. M do I I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH e \ " _ --16.36 7C 16.4 7 _ I I I I I SITE CONSTRUCTION. ��"""ra •"1t p0pR HORIZONTAL CONTROL: \: 15.96 TC ---. --24.-- © - .4 TC I FUTURE EXPANSION I PROPOSED EDGE ASPHALT NORTH NEST CORNER OF L07 1 (1/2') I - I .31TC 16.71 TQ". L_-------------------------J ,t I I I 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. N=7730.66 E=10057.82 I - I - IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS Sg\ONAI f NORTH CORNER OF LOTS 2&3(1/2') - - ,r t I F / DESTROYED DURING CONSTRUCTION. FF' i5T G' N=7730.72 E=f021Z36 � � F -- �-- - - F - / QQo QEG NORTH EAST CORNER OF LOT 3(1/2') - - - - - - - - - - - - - - - - � / - 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN N=7730.71 E=10376.92 15.9d _-- 15.91 TC T� ___ _____ -1�1�TA -/ NEW CONSTRUCTION AND EXISTNG SURFACES TO PROVIDE FOR PROPER DRAINAGE AND 1 2 --------------- ---------------- ----- I INGRESS AND EGRESS TO SAID CONSTRUCTION. 4 Z e --- --- ------- - EXISTING FIRE HYDRANT I I MATCH ASPHALT INTO EXISTINGXISTING EDGE OF ASPHALT _ rPl y �j &GATE VALVE 5. SUBGRADE FILL SHALL BE IN LIFTS q"8'MAX.DEPTH.COMPACTION TESTS ARE REWIRED ).� OFtOPR' Retention Data- I I I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.955 COMPACTION REWIRED. 90Y V1jF (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT STOP SIGN I A MENTS(SEE FINAL PLA 7) I 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR . I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES .w.o�m G.MARTENS BUILDING AREA PROPOSED&FUTURE=28,000 S.F. - - - _ - - . . - . . - - - . . - _ _ - . . - . . - _ _ - . . - - - AND THE ENGINEER BEARS NO RESPONSIBILITY FOR U77LI77ES NOT SHOWN ON THE PLANS OR ASPHALT E CONC.AREA=46,128 S.F. t.Y NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. T VITEK LANDSCAPE&DRYSCAPE AREA=44,400 S.F. I I `� rr�fb° ELDRIDGE AVE. (PRIVATE) I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND IMPERVIOUS: 74,128 x 1.6 12 x+95%= +9,389 C.F. EXISTING 30'CULVERT SPECIFICATIONS. - 44,400 x 1.6112 x+20%= +1,184 C.F. 118,527 x 1.6112 x-35%- -5,532 C.F. I I - T. VITEK RETENTION REQUIRED= +5,041 C.F. I I 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR SWALE 1: 100'x 16'x 3.25' - I i TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. >< SEPT.2003 REIENTION PROVIDED= 5.200 C.F. I I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHOWN 58.00' 159.54' 159.54' 1 SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. r.Nx 23 cn nx 546-015Tiexp 24 S 90'00'00"W 319, 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S.&SPECS. Curb Radii Data: a &En neerin Contacts }QQQQ��}�,,//ly p_y C _- P 546-D2 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT VH1Z Com an COntactS 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS REQUESTS TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT O"ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER IDAHO POKER INTERMOUNTAIN GAS COMPANY Q-NEST' CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. 2' 3' Nt 4' �5' 345 SECOND AVENUE EAST 345 SECOND AVENUE EAST 601 POLE LINE ROAD SUITE 2 321 SECOND AVENUE EAST EHM ENGINEERS P.O.BOX 8 687 BLUE LAKES BLVD.N. P.O.BOX 587 P.O.BOX 1946 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED 1.M E 10' F 20' 40' I 50' TWIN FALLS,IDAHO 53301 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 621 NORTH COLLEGE ROAD SUITE 100 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 THIN FALLS,IDAHO 83303 TWIN FALLS,IDAHO 8d303 PRIOR TO CONSTRUCTION, 1 XV 1-208-735-7232 1-208-735-7288 W.,T. 1-208-735-7273 TWIN FALLS,IDAHO 83301 1-208-736-3227 1-208-737-6300 1-208-733-0278 1-208-733-6230 REX CIIAMPNEYS MARIANNE BARKER GREGORY T.MISBACH CARY YOUNG 1-208-734-488B DAREN AMUNDSON REGINALD LARSEN BRUCE KEMPER RON BURNS Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:Metal Roof with Thermal Blocks 20000 13.0 0.0 0.089 0.055 Roof 2-Over Main Entrance: Metal Roof with Thermal Blocks Jeff Foster,AIA 1053 0.0 20.4 0.047 0.055 Exterior Wall 1:Metal Wall without Thermal Blocks 13295 13.0 0.0 0.123 0.080 Door 1: Solid 84 --- --- 0.230 0.128 Door 2:Overhead 588 --- --- 0.136 0.128 Exterior Wall 2-High CMU Wall: CMU<=8"with Integral Insulation,Furring:None 858 --- 0.0 0.350 0.080 Exterior Wall 4-Low CMU Wall: CMU<=8"with Integral Insulation,Furring:None 283 --- 0.0 0.350 0.080 Exterior Wall 3 -EIFS only:Metal Frame, 16"o.c. 634 0.0 6.8 0.110 0.080 Window 1:Metal Frame,Double Pane with Low-E Tinted,SHGC 0.59 108 --- --- 0.510 0.553 Door 3:Glass,Tinted, SHGC 0.87 42 --- --- 0.510 0.553 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2000 IECC re uirements in COMcheck-EZ Version 2.4 Release 2a. ST .-ZZ D �' °03 Pr cipaY elo Designer-Name Signatui 3 I I Date fit ' 1 s t ..;T ,y ark"' -?'=� . C�Ti•1? Ul o Uw00 W °0 Z pDESIGN NOTES: Z O ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. _J V m J Ol 6'CONCRETE APRON A DESIGN LOADINGS: V) W W/°4'1•12'O.G.EJll. SN LOAD-25 F'5F,DEAD LOAD-5 P5F,COLLATERAL-5 PSF n V)OIU ? /12'THICKENED EDGES i5 B' 25 WIND LOAD-90 MPH EXP.C VJ BLOCK DOW FOUNDATION WALL 16' 5' I 1 � � 0 SEISMIC CATEGORY C O 20 OR SLAB POUR OVER AT ALL 10.�� 1 V✓F 5°X�. I_ °1 W W L L 'OI+e, DESIGN CRITERIA: OVERHEAD AND WALK DOORS CONTRACTOR a �} �w�}u CONCRETE F.•3000 PSI IN 28 DAYS-5 1/2 BAG MIN. > j X TO VERIFY LOCATIONS/DIMENSIONS TYR / jW Q� In 1�n'�.^'�' 4 � �, � I� 6 REINF.STEEL TO BE DEFORMED BARS Fy 60 KSI � � Q o • r_ SOIL BEARING CAPACITY 2000 PSF ASSUMED w O N U • a .,m •,.,., _____ / ____ 40 C� _ TO BE VERfFIED BY CONTRACTOR,NO CLAY \ c �O Ly ---- - OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. � - -0 - ---- -----� .. FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR --�" W I 0 L J� SHALL DETERMINE THE QUALITY AND COMPACTION OF W t & - THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO W OEM.0 4 I L_ 't _ 91.OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD .00 I I PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. W U E O ANCHOR BOLT LOCATIONS AND SIZES AS PER SUPPLIER I� Z I CONTRACTOR TO VERIFY ANCHOR BOLT LOCATION PRIOR — I TO CONCRETE PLACEMENT. z¢ I I ALL EXISTING BUILDING DIMENSIONS,NEW METAL BUILDING Z O I GOORDASE LATE NE)FRAME NA ED BY THE CONTRACTOR AND BUILDING MFG W S TO BE VERIFED AND W �CL W I I PRIOR TO CONCRETE PLACEMENT. I I I 5UPPORT SLAB REINFORCEMENT ON CHAIRS OR BOLSTERS 3 L— TO MAINTAIN PROPER POSITION DURING CONIC.PLACEMENT. r D0 I THE ENGINEER 15 NOT RESPONSIBLE FOR FOR ANY DEVIATION 5 FROM HE EP THE UNLESS SUCH CHANGES ARE AUTHORIZED I WRITING L J L_ J OWNER SHALL VERIFY OPENING LOCATIONS AND SIZES PRIOR I I TO CONSTRGTION. BLOCK OUT FOUNDATION WALL FOR SLAB I OVER AT ALL DOOR LOCATIONS, BOLTS 1 ANCHOR BOLTS:A301 II I I s I I QUALITY CONTROL AND TESTING _ ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE MATERIAL SUPPLIER APPROVED BY THE ENGINEER -7 11 33 r -/�200/ i THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: O �� SOILS AND GRAVEL COMPACTION: CL L I L J ASTM D 698, STANDARD PROCTOR 7 ~� I L ASTM D 2922, DENSITY OF 501L AND SOIL AGGREGATE IN PLACE I I I F' � I I NUCLEAR METHODS. O p I I CONCRETE Fy Q ....• 0 I I ASTM C 112,SAMPLING FRESH CONCRETE Q ASTM C 31,MAKING AND CURING CONCRETE TEST SPECIMENS ti U IN THE FIELD. ASTM C 39,COMPRESSIVE TESTS r ASTM C 143,SLUMP OF HYDRAULIC CEMENT CONCRETE O J � ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE BY z Q z I THE PRESSURE METHOD O LLJ 6 CGNC TE SLAB A w/°4b•I OL.E.W. I O 'v^ DO NOT SCALE DRAWINGS 3 — - — — CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT L THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS— CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. I I T •� � i, ��q�Poys r � -s1,/ 5'x5'CONCRETE STOOP B -� Iit � I I D0 F ____-- Lr------------ -- m L--J -- —_----_ —_-----_ Bl 6' e 6' 25' 25' 1 --B. MARTENS �9a B. MARTENS B. MARTENS 16SEP'03 x AS SHOWN FOUNDATION PLAN 409 03SC1.00 SCALE 1/8'-I' SCl.00 1 D- Permit Number hi /a- i -03 Lighting Compliance Certificate Checked By/Datc 2001 IECC COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Program FileslChecklCOMcheck-EZ\IGLOO II ADDITION.cck Section l: Project Information Project Name: IGLOO II ADDITION Designer/Contractor: HANSEN RICE Document Author: CHUCK @ ARGUS ELECTRIC Notes: THIS IS A 50'X 100'ADDITION TO THE EXISTING BUILDING. THIS AREA WILL BE USED FOR STORAGE OF HAXARDUOS MATERIALS AND HAS H-4,AND H-3 DESIGNATION. Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Iffidustliat 5000 5 MgP-66 10D057?-14,1r � 1 IS.L Project Description(chec ne): New Construction Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg y / t) Dept. Use 5 P 2 [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts 0TY r,F Allowed W tts Actual Watts Complies(Y/N) 2800 YES Exterior Lighting [ ] 2. Efficacy greater than 45 lumens/W Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting; low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Independent controls for each space(switch/occupancy sensor). Exception: Areas that must be continuously lighted. [ ] 4. Master switch at entry to hotel/motel guest room. [ ] 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; Areas greater than 250 sq.ft. [ ] 6. Photocell/astronomical time switch on exterior lights. 3 DRAWING INDEX CODE ANALYSISi OCCUPANCY GROUP: MIXED CONSTRUCTION TYPE: 115 ®� ........ ........ I7 r HANSEN-RICE, INC. ,ALLOWABLE AREA: RECE IV l OCT 1 .9 BASIC ALLOWABLE AREA: 8-1 11,500 S.F. (ACTUAL)12,15ro S.F. 04TY OF TWIN FA' d) BUILDING DEPT. > 'EF' Engineers, Inc. BASIC ALLOWABLE AREA: 5 23,000 SP. (ACTUAL)3,2c3l S.F. IV ENGINEERS/SURVEYORS/PLANNERS 8U5TO I rp SF 6 (ADDITION)BASIC ALLOWABLE AREA. H-4 11,500 SP. (ACTUAL) (ADDITION)BASIC ALLOWABLE AREA: H-3 14,000 S.F. (ACTUAL) TITLE CIVIL 11 TAL: 21,053 SP. TO.00 TITLE PAGE C1,00 BITE/PLOT PLAN Afp ALLOWABLE AREA CALCULATIONS ARE BASED ON THE MOST RESTRICTIVE USE.DIFFERENT USES ARE NOT SEPARATED BY PIPE BARRIERS.DRAWING INDEX/PROJECT SUMMARY '5 TO.01 SEC.302. OCC Lk 41 T0.02 �51 W Lu LEGEND AND REFERENCE FRONTAGE lNr- ID 1� 100(6211621 0.25)55/30 Q If 100 STRUCTURAL (015)1 ARCHITECTURAL 6CI.00 FOUNDATION PLAN 8C2,00 FOUNDATION DETAILS 6 41.00 FLOOR PLAN AREA MOD ,0 A1.01 ENLARGED FLOOR PLAN 14000 +(14 /10 Lj A2,00 ELEVATIONS .�I (ALLOWABLE) > 21,053 SR(ACTUAL) o loq 7�0'�I� Q A(o-00 ROOM FINISH SCHEDULE C"4' KI) 1,7 5,"! 6 50,%, Ao- RATED WALL/CEILING ASSEMBLIES: 2 Aro.01 DOOR SCHEDULE A. HOU�R F2 000 1A _,FIRE RATED BARRIER WALL (CONTROL AREA)IS REQ'D BETWEEN THEB-AND THE H-3/H-4 OCC. SEE FLOOR PLAN FOR SPECIFIC q,000 A-. REFERENCE TO THE GYPSUM ASSOCIATION. UJ 'E U I HOUR FIRE RATED 5ARRER WALL (CONTROL AREA) 18 REQ'D BETWEEN �00 Co �4 -3 AND THE H-4 OCC. SEE FLOOR PLAN FOR SPECIFIC THE H pq REFERENCE TO THE GYPSUM ASSOCIATION. I HR.FIRE A,EXCEPTION 3, CORRIDOR CEILINGS MAY BE CONSTRUCTED SIMILAR TO CORRIDOR WALLS. EXITING REQUIREMENTS: OCCUPANTS MIN-EXIT REQ'S MIN-WIDTH PANIC HOWR DOOR OWING WAREHOUSE 5 26 11' 2 5.2' NO N/R OPPI 4- WAREHOUSE H-4 8'1� 1 3.2' 1-2 0.8. 0!53 +- WAREHOUSE H-3 2 -11 1 YES OUT 2,4,-300 z EXIT SEPARATION- lu EXITS ARE REQUIRED TO BE SEPARATED BY 1/3 OF THE MAX.DIAGIONAL EXIT SIGNS: wo a 'u 0 1 4 �l 3�2' ��NO �O�UT WAREHOUSE -4 OUS= I V_q. YES OUT C7WAHOUSE 'H 3 2 '11�1 WAREHOUSE - EXITS AND EXIT ACCESS DOORS SHALL BE MARKED WITH EXIT SIGNS. OFFICE - I EXIT REQUIRED EXIT ACCESS TR VEL DISTANCE: H- 0 C —j 0 C 11 FE T ua7 6 W Q z 5 OCC - 250 FEET 8-1 OCC - 250 FEET Z tu STANDPIPE AND HOSE SYSTEMS: K NOT REQUIRED PER SEC.905, w /FIRE ALARM/EMERGENCY ALARMS: in z A MANUAL FIRE ALARMSYSTEM 18 NOT REQUIRED PER 15C SECTION S0125.PER 15C W m AN AUTOMATIC SMOKE/GAS DETECTION SYSTEM SHALL BE INSTALLED LdQ"j LL P SECTION!50'12B 4 9083. FRONSIONAL SEA EMERGENCY ALARMS PER SECTION 2104.9 OF:THE IFC ARE REQUIRED. ucENSEo CT PROJECT SUMMARY -2464 1-113H FILED COMBUSTIBLE STORAGE- SITEi FACILITY i DESIGN. NOT REQUIRED - LESS THAN 12'HIGH. SMOKE AND HEAT VENTS: 'El., _STIRI y ZONE M-2 SIZE 21,053 SF DESIGN CODE 2000 15C NOT REQUIRED PER 15C SECTION 415.6, ITEM 1. to DO NOT SCALE C> CONTRACTOR SIZE 118,521 S.F. HEIGHT 30 FT (APPROX.) STEEL DESIGN I'aaro M5MA MECHANICAL VENTILATION FOR H OCCUPANCIES: SPALL VE CONDITIONS AND DI S AT THE JOB SITE AN OTI C, THE WAREHOUSE IS REQUIRED TO BE VENTILATED PER 15C SECTION 4143.,imc-LLJDtxN� A44L)UAL' PANSENRIC,INC., NY ASPHALT SEE CIVIL OCCUPANCY TYPE H3)61, H4 4 5 SNOW LOAD 25 P5F '5AV7-0 F7r COK"ifD& Olkl'5.DC 74W,900M LEV "VFIMLA;T-10N, -SY5TE..�A ey,�ep_6r-AjCy-.5 H a-ro rF7 DINENSIONALIE 1681 STANDBY OR EMERGENCY POWER FOR H OCCUPANCIES: OR DISCREf-ANCIES FORE LANDSCAPING SEE CIVIL CONSTRUCTION TYPE 11-5 WIND LOAD eo MPH SEGINNNG OR FAB IWG ANY WW REQUIRED PER 15C SECTION 414-5.4, ITEM 4. PARKING SEE CIVIL FIRE SPRINKLER YES EXPOSURE FACTOR C. HC PARKING SEE CIVIL ,/5PILL CONTROL 4 CONTAINMENT FOR H OCCUPANCIES. r>RALLN BY SHE SEISMIC 2USE D&5iboCmrop-,/ C R.(GUIEFARSRO .01 REQUIRED PER SECTION IFC 2104.t FROST DEPTH 24 IN [DATE RI 601L BEARING 2,000 P6F UNISEX WAREHOUSE RESTROOM 01 JULY 03 ACTUAL EMPLOYEE COUNT IN WAREHOUSE 18 4. -;CAl-rz-24x36' J05 NUMBER NUMBER NONE A— Exceptions: Areas requiring lighting during daylight hours [ ] i 7. Tandem wired one-lamp and three-lamp ballasted luminaires. 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 2c and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer-Na e Signature Dat y m G1 B NEW ADDITION A EXISTING BLDG p F Cs H J K L m p WW�Wy 1�U B C LL 9 n N�b � � Nu,u p NJ Q 0 50'-0' 1 h wm RECEIVED 25'-0' 20'-0' 15'-m' 20'-0' 20'-0' 20'-m' 20'-0' 15'-0' 20'-m' OCT 15 2003 NEW Q NEW CONC.TRUCK DOCK 5'm '--,^ IALLS 301'MAN DOOR b Ib'-m' -b' 5'-2' 16'-0' NE LONG GING WAL ILW EE CONC.APRON w/5'xWx4'CONC.DOOR STOOP14'-C'x 14'-D'OHD SEE CIVIL uci�L?':o nePT. a '.r r. •'r uA TYP.(3)PLCB WALL MOUNTED EXHAUST ,!�.:,..+ ' CIVIL. TYP.(2)PLG'S G d NEW 8'0 BOLLARDS FAN " •.r WALL MOUNTED EXHAUST .•+', NEW 16'-O'xl0'-0'xb' NEW 5'-0'x5'-m'x4'.' FAN TYP.(a)PLC'8 .. ,• '.'•,'••.i'•,+., 'GONG.STOOP •.;, .. EXISTING 3°7°NMI .%r' .. ,. Z y ..N RELOCATE EXISTING GONG.APRON O p 2_ x O �•i:: NNN""" TYP.C2)PLUS • ' P:T'YP.(2)PLUS •s' MAN DOOR TYP. •'7",•• h- n P DOWNSPOUT i; y, x (2)PLG'S •+, U Q sfi EXIST. W o U-FACTO R OF 013) STE EL 49% 023 s b �• � s LINE "V�e� �%i• � yq� '•mZ8 •mZ9 FIRE RISER LOCATION x EXISTING u p RR ) 1 OHDI RPeUR 2'-S 1/2' Q p S _ I I I TYP.C2)PLC'8 I \ I CU-FACTOR OF 0.136) a I I L_ II WARP OVERPOUR+DOORS P//-0�IDE LEUEt- LANnf�� TO MATCH SILL ELEVATION TRENCH DRAIN 0 DRYUIELL m_ I PROVIDE W2 SLOPE°ALL SEE CIVIL '+ Sa 5c1.OV ' DOOR LOCATIONS. — — — J L — — — V aL`o INSIbE b0oe�• REMOVE PORTION OF WALL 4 M B'0 BOLLARDS �y,., Z o REPLACE w/NEW B'-0'xg'-0' � I TYP.ll2)PLC'8 C ' OHDI(U-FACTOR OF 0.136) �/< ��' SEE SHT A6,01 - 5 4V P � 0 0 of q Q I �vV.41 O' IR:12 ROOF 1-01"15 I HR WALL I W I LAYER 5/8'TYPE X. BOTH SIDES tltl h 0 OF U METAL STUDS°16'O.G.WALL m WAREHOUSE N o V�' TO RUN BEHIND METAL COLS.TAPE, r TEXTURE,AND PAINT BOTH SIDES •� F mT L11%v m.A11& DE of Raol=p6 ® Z c� N 6'THK CONC.SLAB 5� v o wo F DOINSPOUT9 9tORAGE DOWNSPOU LOCATED LOCATE EXISTING ll- 5\ EXISTING PRE-FINISHED = v 4 TYP.(3)PLC'S 2'XZ'X2'COC's BUMP w/GRATE METAL DOWNSPOUT E" F TYP.(2)PLC'9 ELOPE MIN. TYP.(b)LOCATIONS. V _ EXISTING TUBE SLOPE MIN STEEL COLUMNS. w SLOPE MIN. A SLOPE MIN. FE. �FE. NEW FIFE EXTINGUISHER NEW FIRE EXTINGUISHER ¢r 7' PAINTED L � _ 15'-O� i 4A.105/G 4A.ImB/C ON OR L L Q 25'-I' TRP O MATC RILL ELEVATION- Z //fA / SEE STRUCTURAL. PROVIDE 1:12 SLOPE o MANDOORS. e'-0'x 10-0' 0, CORROSIVE I HR FIRE RATED PRODUCT COILING DOOR W/ I I EMERGENCY SHOWER AND w "ABLE LINK O EYEWASH STATION w O }I I — — — — _ — — — — _ _ _ _ rr .mot' L �� • 030 ® �� ELEC.PANEL. BEES ELECTRICAL Q (1 •Q • I HR WALL OFFICE CLST f1 PAINTED LINE I Oa> l!- LAYER 5/8'TYPE'x' �ON FLOOR ' OFFICE OFFICE III II6 \ FD ® N RELOCATE EXISTING METAL 53 F ( 1 OFFICE BOTH SIDES OF 6' I SIDING 4 GIRTS 4 REUSE AT I 108 115 Imo I CONIC.STOOP 'x4' M TAL 9T DS°16' 150 SF. IMP. �• NEW 5'-0'x5'-0'x4' uuWARP OVERPOUR°DOORS —} Z LTE/Jp TD UN Gp6G(• LINE C'(EXISTING'X' 158 SF. CGNC STOOP ,�i,y I I TO MATCH SILL ELEVATION- Z Q •Q '� O 3 STORAGE CORROSIVE . BRACING TO REMAIN) I N. R "Ic JAN I SEE STRUCTURAL. PROVIDE U u- z O PRODUCT J ,QJ 124 �� I / I b 119 1,12 SLOPE°MANDOORS. W tu A 3j " a Z RELOCATE EXISTING we ren xic I 022 U DOWNSPOUT I OFFICE OFFICE E MEEllDI BREAK OFFICE W O m REMOVE EXISTING 138 SF. 138 8F. R9 9 1 113 114 158mSF. I p --� V IN h SEE STRUCTURAL. I CMU WAINSCOT WALL I "'c ---I 4' THK.CONC,SLAB 0 0 W l7 W m B LU 61 I DATA/PHONE . �q �/ HALL u1 F UI EXIST. Ke loGa'f� 106A � - UI � C .j STEEL 33 SF. h \' Ill F G LINE I m I NEW cMU WAINSCOT WALL gEEARGED FLOOR PLAN _ RECEPTION A Ia J U PROFESSIONAL REAL d 0 TO MATCH EXISTING I 120 9 OFFICE OFFICE OFFICE 1 OFFICE OFFICE OFFICE I EXISTING METAL SIDING W/ LICENSED '� in Alml I 106 105 Imo 103 ImZ Im I FAGEGMU WAINSCOT.SSF-L IT COT. A RCHITECT T_ I'll SF, 131 SF- 134 8F. 134 SF. 131 SF. 204 Sr.STEEL LINE LOUVER. TOEXISTING WALL MOUNTED TAKE E FLOOR. 551BUL WALL MOUNTED INTAKE �o.�L�•o3 co LOUVER DUCT TO FLOOR -`w 34'-5 IR' �OQ CP $TER pp j1 O AhlO WALL SCHEDULE �0 ,&E o a 1 A DO NOT SCALE DRAWMGB W 5 l A3.00 6/8'TYPE'X'GYPBD o/6 MIL CONTR4CTOR SHALL vERIFY ALL � I POLYETHYLENE VB.o/3 5/e'METAL AT THHE JOB SITE ANDITION$AND ID DIMENSIONS 'A STUDS•16'O.G.W/3 1/2'BATT INSUL.o/ HANSEN-RICE,INC.OF ANY JA RATED WALL 5/8'TYPE'X' GYPBD.USE 5 1/2-METAL DIMENSIONAL ERPDRe,OMISSIONS, k 8 II`•�`• (n� vim- ,1M STUDS WHERE BHOIUJ ON PLANS. IE OR DISCpANCIEs BEFORE V. tQt x Nam' \ - , SiM TO GA FILE"WP 1200 BEY WOW, FABRICATING 6 34'-5 1/2' 8'GYPBD o/5}'METAL STUDS°16.O.C.w/ AWN BY SHEET -{ 5}'BATT INSULATION o/0'GYPBD. D R0 d P GYPBD o/3}'METAL STUDS o 16'O.G.w/ � R A1 .00 3}'BATT INSULATION o/1'GYPBD. DATE REV c 4 A NE m3 9 TYPE'X'GYPBD o/6'METAL STUDS°16' O.C.o/g'GYPBD. SCALE°24'x36' JOB NUMBER N I HR FIRE RATED WALL ��8' • ��'m' 036m1 0 Lighting Application Worksheet , -2001 IECC COMcheck-EZ 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) t�rk 5000 -2-1' 44W Total Allowed Watts= +4-%o Soo0 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. D x E. LB-1 SEALED AND GASKETED/Metal Halide 40OW/Electronic 1 7 .400 2800 Total Actual Watts= 2800 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= 4-0- j" 5-000 Total Actual Watts= 2800 Project Compliance= 7.790- 2ZOO Lighting PASSES: •Resign�3° r�-swig—. I i z 0 9 0 0 a 0 e F W mW G Tw NEW ADDITION EXISTING BLDG —d)-1 50'-0' w m W 20'-0' 15'-0' 20'-0' 20'-0' 20'-0' NEW 16'-O'xl0'-0'xb' m NEW CONG.TRUCK DOCK GONG.APRON w/5'x5'x4' ATIDO SEE CIVIL CCNC.DOOR STOOP 14'-C'x 14'-0'OHD 6' I6'-0' -6' 5'-2' I6'-0' -6' I6'-0' 6' m a � m z NEW RETAINING WALL W O pG q 3•To MAN DOOR 20,LONG GUARDRAIL. EIE Q g e CIVIL. TYP.(2)PLUS O u • TYP.!3)PLUS WALL MOUNTED EXHAUST t '' ? WALL MOUNTED EXHAUST m N C Q tt NEW S'o BOLLARDS FAN NEW Ib'-O'zl0'-0'xb' CONIC.STOOP NELU •x4' EXISTING 3•la HMI FAN S pOp p x O TYP.!4)PLUS REMOVE EXISTING CONC.APRON ✓TYP_(2)PLC S . MAN DOOR TYP DOWNSPOUT TYP.!2)PLUS t• a }. U E (2)PLC 5 LL = U-FACTOR OF 023) W EXIST. ©'• - STEEL v b LINE •029 FIRE RISER LOCATION p p l'- 8'-6 5/5, EXISTING W Q w OOO� us m I 14'-0' OHDI TYP.�:14'-O'. ; ❑Q W 5 2'-8 I/2' TYP.(2)PLC'9 N Q LL WARP OVERPOUR a DOORS I (U-FACTOR OF 0.136) PROVIDE 1:12 SLOPE•ALL DOOR LOCATIONS. WARP OVERPOUR•DOORS I • TO MATCH SILL ELEVATION TRENCH DRAIN t DRYWELL PROVIDE 1:12 SLOPE•ALL L SEE CIVIL L J r '•' — - J DOOR LOCATIONS. REMOVE PORTION OF WALL t Z m O u 8'o BOLLARDS REPLACE w/NEW 8'-0'x9'-0' b TYP.(12)PLUS OHDI(U-FACTOR OF 0.136) a� SEE BHT A6.01 W 022' El �vU W El - RO SLOPE z • CFi 0 0 W t = Z C12q zo gocd ryK t W a (A A� w g a WAREHOUSE 122 Z o� W F �p 6'THK.CONC.SLAB d" p �S NEW DOW.NBPOuiS 9T E REMOVE EXISTING EXISTING PRE-FINISHED = d C 2'X2'X2'CONC.SUMP w/GRATE METAL DOWNSPOUT E-' F w TYP.(3)PLC'S 3 DOWNSPOUT TYP.(2)PLC'S Q qqg -SUMP.CONC. SLOPE MIN. TYP.(6)LOCATIONS. SUMP w/GRATE EXISTING TUBE A 5 SLOPE MIN. STEEL COLUMNS. � ty 3 0 S' 'E MIN. SLOPF - SLOPE MIN. •R SLOPE MIN.W l\TJr t03 FE. FE. pz( — NEW FIRE EXTINGUISHER NEW FIRE EXTINGUISHER p I HR WAI L—. 4A:106/C 4A:105/C w 1 L TER 5/8'TYPE X. BOTH SIDES L L OF 'METAL STUDS a 16'C.C.WALL TO N BEHIND METAL COL'S.TAPE, j z TE TUBE,AND PAINT BOTH SIDES O U \ MASL� NS -m O MATCH ELEVATION — ZW SEE STRUCTURAL. PROVIDE ^0 - 1:12 SLOPE•MANDOORS. WARP O✓ERPOUR a DOORS I� 81'-I' SEE STRUCTURAL. PROVIDE R E C F I�I C 1 O 12 SLOPE•MANDORS. EMERGENCY SHOWER AND EYEWASH STATION SEp 2 y 26U3 0 \ — _ —ELEC.PANEL SEE . 26 i� /// �� dN N � \� ELECTRICAL eur_on u OFFICE �-\ ® CLST I 'A OFFICE OFFICE 531gF 116 ( 5 1 IIFD 118 DICE NEW 5'-0'x5'-0'x4' Z ('a/ I 108 109 I00 I WARP OVERPOUR a DOORS CONIC.STOOP NEW V-0'x5'-0'x4' 150 SF. ISO SF. 158 SF. TO MATCH SILL ELEVATION- Z Lu �.I- Z CCNC.STOOP we SEE STRUCTURAL. PROVIDE TYP.(2)PLUS REMOVE EXISTING METAL I R JAN I 112 SLOPE•MANDOORB. p Q SIDING t GIRT P t REUSE 4T I y Y e LINE C'(EXI. s'X' I II9 I O NG ® L BRACI TO.ZMAIN) REMOVE EXISTING v m• Y�i 022 N ME OFFICE OFFICE DII OFFICE 021 DOWNSPOUT I Flail 110 112 BREIIAK RR 12 100A I 0 O w 13B 9F. 138 SF. 99 114 158 SF. REMOVE EXISTING 0 W ' CMU WAINSCOT WALL • 4' TH<GONG.SLAB 9 _ m m m 0 WARP OV •DOORS I DATA/PHONE HALL I i SEE STRUCC T URAL.URAL. PROVIDE 106A II'1 Z 4 EX15T. m 1:12 SLOPE a MANDOOR5. 33 BF.AN W STEEL m J Z LINE =zzzEEu=zzzKz= I RECEPTION I U PROF ZONAL SEAL I ENLARGED FLOOR PLAN _ AREA NEW CMU WAINSCOT WAL Sr ELICENSL) TO MATCH EXISTING I OFFICE OFFICE OFFICE 102 5F. OFFICE OFFICE OFFICE EXISTING METAL SIDING W/ ARCh117ECT I® 1 4 I® 102 101 9 COURSES OF SPLITA6FACE CMU WAINSCOT.Ill bF. 131 SF. 134$F. $TIBULE134 5F. 131 SF. 204 SF.WALL MOUNTE INTAKE �121 I WALL MOUNTED INTAKE EXISTING LOUVER DUCT TO FLOOR _ o 0 58 SA o 0 1 LOUVER DUCT TO FLOOR I STEEL LINE `vY` . � REY OSTER _— — — — — — — — — — — — — — — — — — — — 34'-5 1/2' STATE OF IDAHO w • A WALL SCHEDULE °O NOT scA�E CONTRACTOR SHALL VERIFY AL m A300 CONDITIONS AND DI ION �\ 5/8'TYPE'X'GYPBD o/(MIL AT THE JOB SITE TIFY ww HAN5EN-RICE,INC.OF I pj kR FIRE POLYETHYLENE VB.O/3 5/8'METAL AT FIRE STUDS a I6'O.C.W/3 I/2'BATT INSUL.o/ DIMENSIONAL ERRORS,OMI I RATED 11ALL OR DISCREPANCIES IBEF 5/8'TYPE'X' GYPBD.USE 5 1/2'METAL BEGINNING OR FABRICATINCI a STUDS WHERE SHOWN ON PLANS. ANY W10PoG m IJ SIM TO GA FILE•WP 1200 DRAWN BY S cs GYPBD o/5 J'METAL STUDS a I6'O.C.w/ J.FOSTER 5 J'BATT INSUALTION o/�'GYPBD. vo X! I DATE REV. 'GYPBD o/3 J'METAL STUDS a I6'O.C.w/ 4 JUNE 03 N 3 J'BATT INSUALTION o/j'GYPBD. SCALE•24'x36' JO BER .0' 036 GENERAL ELECTRICAL NOTES: U� C B A _ $ C 0 E F G1 ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE \ 8 INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE,AND ALL ct UJ OTHER STATE AND LOCAL CODES. CONTRACTOR SHALL tu a IMMEDIATELY NOTIFY ENGINEER IN WRITING IF PORTIONS IU 9 ui —f— OF THE DESIGN SET OR FIELD CONDITIONS DO NOT _ - _ MEET REQUIRED CODES. \ � - 02 PROVIDE RRESTOPPING FOR ALL FLOOR AND FIREWALL D T P PENETRATIONS FROM ELECTRICAL DEVICE, RACEWAY, AND CABLE PENETRATIONS. SEE ARCHITECTURAL RECEIVED 2 DRAWINGS FOR FIREWALL LOCATIONS. -- (N)20KW GENERATOR--- E)300KVA I -17 UTILITY TRANSFORMER 03 NUMBER ADJACENT TO HTO WHICH INDICATES POLE JUL 1 12004 POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CRy of TWIN FALLS E7 - Le, Ian heVG CIRCUITED. BUILDING DEFT. en Dpproved EXHAUST FAN (E)2004 CIRCUIT BREAKER _ - EXHAUST TAN (N)ATS E71 .: on Subject E3 (N)PANEL 'El I o O. poctiJn AN - - F _ Fbf- a _- -- -- _ - 1ELECTRICAL KEY NOTES: E1-3® (N)EMERGENCY CONTROL PANEL<M El PROVIDE AND INSTALL LRFIONW/LHZ—S-1—C-120/277 OR E1—f0 � APPROVED EQUAL CLASS 1 DIVISION 11 HAZARDOUS LOCATION (E)WAREHOUSE PANEL 'WP' ' COMBINATION EMERGENCY AND EXIT SIGN. MOUNT ABOVE DOOR. S E 1-7.9.11 II,. I —--— E2 PROVIDE AND INSTALL RIG—A—LRE/SAF-25—H-04—R5—C OR y -— -—-- ————— APPROVED EQUAL CLASS 1 DIVISION 11 HAZARDOUS LOCATION TARE AREA LIGHT. COORDINATE MOANING IN THE FlELD. f ?ANEL— E3 COORDINATE LOCATION WITH MECHANICAL PRIOR TO ROUGH—IN. Ef-8 E4 ROUTE.CIRCUITS THROUGH CONTACTOR FOR EMERGENCY SHUT DOWN. SEE DETAIL 3 ON SHEET E2. E5 SIMPLEX FIRE ALARM PULL STATION RATED FOR CLASS 1 DIVISION 0 LOCATION. PROVIDE AND INSTALL 1/2-CONDUIT BETWEEN PULL STATIONS INSTALLATION WI AND To FIRE TH SIMPLEX SIMPLEX TO PROVIDE SUBMITTAL PACKAGE AND MEET ALL REQUIREMENTS FOR CITY RENEW. E6 PROVIDE AND INSTALL BREAKGLASS HVAC SHUTDOWN IN NEMA 3R ENCLOSURE. LABEL 'VENTILATION SYSTEM EMERGENCY SHUTOFF'. SEE DETAIL 3 ON SHEET E2. E7 PROVIDE AND INSTALL GE;/P9XER4RA PUSHBUTTON WITH CONTAC3 ON SHEGE ET EP9BIOVN OR APPROVED EQUAL. SEE DETAILEB PROVIDE AND INSTALL FIREBALL /F82PST NEMA 3R STROBE OR APPROVED EQUAL. SEE DETAIL 3 ON SHEET E2. E9 PROVIDE AND INSTALL FEDERAL SIGNAL JSST—MV NEMA I3R HORN OR APPROVED EQUAL. SEE DETAIL 3 ON SHEET E2. c` CIO PROVIDE AND INSTALL GENERATOR WITH NEMA 3RENCL0SURE. ' 4 SEE ONE—LINE DIAGRAM ON SHEET E2. GENERATOR SHALL HAVE A FUEL SUPPLY, SUFFICIENT FOR NOT LESS THAN 2—HOURS Elf COORDINATE LOCATION OF ATS IN THE FIELD PRIOR TO ROUGH—IN. SEE ONE—LINE DIAGRAM ON SHEET E2. E12 COORDINATE LOCATION OF PANEL 'El'IN THE FIELD PRIOR 11 TO ROUGH—IN. EIJ INSTALL EMERGENCY CONTROL PANEL ADJACENT TO PANEL r -- - - - - -- - 'El". SEE DETAIL 3 ON SHEET E2. 3 I RKUNIP ....£1-.2.4.6<n) -- 3R/30/3_ : 7 .... - - ....� E7 �® F ES 7 �, I>EI-5 II it li lr i' ' EXHAUST FAN --- RE ALARM PANEL AREA OF WORK 4 -- - -- kk RECEF7Ic a+ AREA _ OFF❑ I OFFICE ICE I r •�, IJ5l :IC -� 315E S.F v L } \ w 0`,, \ / (L it 1 ELECTRICAL PLAN rc r ]Y a T444.,,, 8 LL U Li NffiEI e / L„ JJJ U+ Z. g�v SGLt ',a KEY PLAN DATE: Scale:N.T.S. 6,r%ORAL E, CwwN Br. li=.•.... . T8i� i REVISIn' ' A QF��P SHEET TIN A.�P ,c,,f E1 PANELBOARD SCHEDULE U PANEL:(E)WP PROJECT:WESTERN FARMS VOLTAGE 2081120V I PHASE 3 1 WIRE 4 JAMPERE RATING:200A SC RATING:SERIES RATED MAIN:200A MCB ? F ENTRY: I MOUNTING:SURFACE I120VAC LOADS: --Amps VA LOAD FYPE5: REMARKS: (E)300KVA a o PHASE A: 75 9006 1=LIGHTING UTILITY TRANSFORMER W 8wm„ PHASE B: 86 10301 2=RECEPTACLES POWER DISCONNECT $ $`or' PHASE C. 66 7945 3=MSC M (E)UTIUTY ? we R POWER ON TOTAL: 76 27252 4=MOTOR METER G �Z 1920 (E)NORTH EXHAUST FAN 4 3 20 1 1 A 2 20 3 4 (E)SOUTH EXHAUST FAN 1920 W DASHED LINES INDICATE EQUIPMENT 1920 --- 4 - - 3 B 4 - - 4 -- 1920 200A� (E) OUTSIDE OF PANEL. 1920 -- 4 - - 5 C 6 - - 4 — 1920 3P 1920 (E)NORTH UNIT HEATER 3 1 20 7 A 8 20 1 3 (E)FlRE BELL 500 1.0 FHVAC SHUF-DO� CR-7. 10 AND SPACE 9 B 10 20 1 3 (E)SOUTH UNIT HEATER 1920 1110 CND ' ifCR SPACE 11 C 12 20 1 3 BATTERY CHARGER 400 1200A 1 200A (BLOCK HEATERS) DOOR 1 --- 1 3P / 3P SPACE 13 A 14 SPACE CR SHUT-DOW�SPACE 15 B 16 30 2 3 BLOCK HEATERS 1500 §Q �C 2 SPACE 17 C 18 - - 3 BLOCK HEATERS 1500 3F 3/4 C + 2112 AND CR SPACE 19 A 20 SPACE (E)OFFICE (E)WAREHOUSL 1112 GND ERY CHARGER) DOOR 2 J SPACE 21 B 22 SPACE PANEL PANEL 'WP' SPACE 1 23 C 1 24 1 ISPACE 416 AND FHwAc SHUT-DOwW] a SPACE 25 A 26 SPACE 1110 GND I416 AND SPACE 27 B 28 SPACE 1110 GNDI 60A 3P SPACE 29 C 30 SPACE GENERATOR DOOR 3 (N)60A G E ENERATOR AUTOMATIC SPACE 31 A 32 SPACE TRANSFER SPACE 33 B 34 SPACE SWITCH PILL_ALARM SPACE 35 C 36 SPACE 2114 L CR-7b SPACE 37 A 38 60 3 3 PANEL El 2746 416 AND (START CONTROLS) ly DOOR 1 1110 GND 4 SPACE 39 B 40 - - 3 --- 3041 PILL ALARM-1 \ A _DOOR 2 PANELBOARD SCHEDULE J 3P SPILL ATM PANEL:(N)El I PROJECT:WESTERN FARMS VOLTAGE208/120V PHASE3 1 1 AMPERtE RATING:100A SC RATING:SERIFS RATED MAIN:60AMCB ENTRY:TOP I M OUNTING:bIJ I (N)EANEL PHASE825 04j LIGHTING ONE. DIAGRAM TEST 311 z= ECEFrCLES 2aT.. PHASE Q 18 2205 3=MSC CR TOTAL: 22 7992 4=MOTOR 5 -7v > —ND s Na]—'OL LOXDSER OVA) GENERAL ONE-LINE NOTES: 864 EXHAUST FAN 4 , 120 1 1 A 2 20 1 3 4 MAKEUPAIR 792 SILENCE i — C7 COORDINATE ALL GENERATOR INSTALLATION REQUIREMENTS WITH 1 CR-7c 864 EXHAUST FAN 4 1 20 3 B 4 4 792 GENERATOR SUPPLIER PRIOR TO ROUGH—IN. CR 528 EKHAUSTFAN 4 1 20 5 C 6 - - 4 — 792 6 CR-6o 590 LIGHTING 1 , 20 7 B 8 20 1 CONTROL 500 GENERAL CONTROL SCHEMATIC NOTES: 885 LIGHTING 1 1 20 9 B 10 20 1 CONTROL PANEL 500 885 LIGHTING 1 1 20 11 kA 12 20 1 SPARE G7 PROVIDE AND INSTALL CONDUIT AND CONDUCTORS NECESSARY FOR A COMPLETE AND OPERABLE RESET SPACE 13 14 SPACE SYSTEM IN ACCORDANCE WITH INTENT OF 1 SPACE 15 16 SPACE EMERGENCY CONTROL SCHEMATIC. CR SPACE 17 18 SPACE G2 REFER TO ELECTRICAL PLAN, SHEET El, FOR 7 LOCATION OF EMERGENCY CONTROL PANEL, SPACE 1920 SPACE INITIATING DEVICES,AND WARNING DEVICES. SPACE 21 B 22 SPACE G3 PERMENANTLY LABEL ALL PUSHBUTTONS AND LEDs, AS INDICATED ON SCHEMATIC, ADJACENT TO DEVICE ON FRONT OF PANEL ENCLOSURE. CR-3a FEAST SIDE 1 PANEL SCHEDULE Sale:N.T.S. SCHEMATIC LEGEND CR-4a CR-6b EAST SIDE iy s BREAK GLASS—TYPE PULLBOX ._ S CR-50 f NORTHWEST SIDE MUSHROOM—TYPE PUSH BUTTON, NORMALLY OPEN N PARTS LIST o e LATCHING CONTACT, COLOR: RED Lu CR-6c J ITEM T'Y DESCRIPTION PUSH BUTTON, NORMALLY OPEN MOMENTARY NORTHWEST SIDE 1 lEA. ENCLOSURE, HOFFMAN, SIZE AS REQUIRED CONTACT 1S W 2 lEA. ENCLOSURE PANEL, HOFFMANM SIZE AS REQUIRED CR RELAY COIL, NUMBER CORRESPONDS WITH 3AS R LEGEND PLATE 6 CONTACTS BEING OPERATED 4 7EA. 3PDT RELAY, TYCO CR—la 5 7EA. RELAY SOCKET, TYCO QS AUDIBLE ALARM El-1 r EF J 6 AS REO'D 4 CONDUCTOR THROUGH TERMINAL BLOCK, WAGO CR-16 W 7 AS REO'D 2 CONDUCTOR THROUGH TERMINAL BLOCK, WAGO �L, 8 AS REDID TS-35 HI PROFILE SLOTTED DIN RAIL, WAGO i I- VISUAL ALARM E1-3 �r EF Q 9 AS REO'D END PLATE, WAGO T CR-1c IL 10 AS REO'D SCREWLESS END STOP FOR CARRIER RAIL, WAGO II NORMALLY OPEN CONTACT, LOCATION AS INDICATED E1-5 lr EF 11 AS REO'D MOUNTING RACK TYCO CR-2a 12 AS REWD TWIST CUP, TYCO 13 AS REQ'D MOUNTING CLIP, TYCO NORMALLY CLOSED CONTACT, LOCATION AS El-2 it MU4 14 AS REDID MOUNTING SPRINGS TYCO .fl INDICATED CR-2b 15 3EA. MOMENTARY CONTACT PUSHBUTTON LABEL AS INDICATED IN SCHEMATIC �,� E7-4 lr MUA O Q 16 lEA. LED COLOR AND LABEL AS INDICATED ((�L LED, COLOR: GREEN O Q Q 17 IEA. TOGGLE SWITCH, SIZE AS REO'D / CR-2c Ljj CONTROL SEQUENCE OF OPERATION: �. SWITCH E1-6 if MUA W SIMPLEX TO PROVIDE AND INSTALL 11 HVAC SHUTDOWN: LAM MONITORING MODULE, OR C J UPON ACTIVATION OF THE MANUAL BREAKCL.ASS, THE HVAC SYSTEM WILL SHUT DOWN. BOTH VISUAL 2 10 OTHER APPROPRIATE MODULE LL W AND AUDIBLE ALARMS WILL BE ACTIVATED. 8 Z 12 EMERGENCY ALARM: CR-46 COMPATIBLE WITH EXISTING FRCP, FOR 24—HOUR CONTROL (9 O SUPERVISION. — IIF-- UPON ACTIVATION OF THE RED MUSHROOM EMERGENCY PUSHBUTTON, BOTH VISUAL AND AUDIBLE ALARMS WILL BE ACTIVATED. CENTRAL STATION MONITORING WILL BE NOTIFIED OF A HAZARDOUS MATERIAL SPILL. ALL CONTACTS SHOWN --- - -- IN DE—ENERGIZED 1 5 11 'E'M w+m STATE DATE: 3 4 6 7 8 9 FIRE ALARM 7/,,A- CONTROL PANEL \OtUL DRAWN BY. 05 �c � Qp\9TFq REVISION: TYPICAL EQUIPMENT RELAY EMERGENCY CONTROL SCHEMATIC A 0 P ale:N.T.S. �9�N Of APB SHEET u � m Exceptions:Areas requiring lighting during daylight hours Lighting Application Worksheet 7. Tandem wired one-lam and three-lam ballasted luminaires. W a Permit Number [ ] Exceptions: P P COM IECC Electronic high-frequency ballasts;Luminaires not on same switch COMcheck-EZ Software Version 25 Release 1 Zo n Lighting Compliance Certificate Checked By/Date 2001 IECC Section 4 Compliance Statement Section 1:Allowed Lighting Power Calculation �Z COMcheck-EZ Software Version 2.5 Release 1 A B C D W Data filename:P:\2004 Jobs\04074 Western Farm\Docs\Comcheck\04074-comcheck.cck The proposed lighting design represented in this document is consistent with the building plans,specifications Total and other calculations submitted with this permit application.The proposed lighting system has been designed Floor Allowed Allowed Section 1:Project Information to meet the 2001 IECC,Chapter 8,requirements in COMcheck-EZ Version 25 Release l and to comply with the Area Watts Watts mandatory requirements in the Requirements Checkl Area Category (ft2) (watts/W) M x C) Project Name: Western Farms Designer/Contractor. DC Engineering ^,t A R.' n I DE 7 i4 o4 Storage,Industrial and Commercial 5025 1 5025 Document Author: Marc Pride Principal Lighting Designer-Name Signa •e Date Total Allowed Watts= 5025 Section 2 General Information Section 2 Actual Lighting Power Calculation Building Use Description by: Activity Type A B C D E F Project Type: Addition Fixture Fixture Description/ Lamps/It of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E Activity Tvpe(s) Floor Area 1 Storage,Industrial and Commercial 5025 F] 8'INDUSTRIAL HO/96"TS 75W/Electronic 2 10 209 2090 21 Section 3:Requirements Checklist Total Actual Watts= 2090 Bldg. Section 3:Compliance Calculation Dept. If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Use [ ] Interior Lighting Total Allowed Watts=5025 1. Total actual watts must be less than or equal to total allowed watts Total Actual Watts= 2090 Allowed Watts Actual Watts Complies(Y/N) Project Compliance=2935 5025 2090 YES Lighting PASSES:Design 58%better than code Exterior lighting [ ] 2. Efficacy greater than 45 lumen/W Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting; low-voltage landscape lighting. Controls,Switching,and Wiring ( ] 3. Independent controls for each space(switch/occupancy sensor). Exception: Areas that must be continuously lighted. [ ] 4. Master switch at entry to hotel/motel guest room. ( ] 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; Areas greater than 250 sq.ft. [ ] 6. Photocell/astronomical time switch on exterior lights. W ZVZ Q J IL 000 LL Q Sr LU smr,a emm DATE: 7715p1 .., Y. oNAL tnuwN e \s REWSION: � 9 0 p �N OfSNEET ,'y�A9 FLAB C CON UOUT 03 03 FOR CRACK CONTROL Ll� 7_ Z OF vi 21 FLABBLOCKOU7 r---.— -- ----'l U: 10' 6' b' 10, FOR CRACK CONTROL I I I I -^�'', •U)d '5 I I � L-I �, I I � L-• J 1 L-- ow ----J I I _ I (_Ia PLAN NEW I I ---- J cr,Z? L--------- ---J G - c, r...:m_.c, w.l u .. - PLAN VIEW 2 4 8' 2-4 �PLAN VIEW �._- J!n c 1 Lif O 6 5,• Fz 6' W p '- PLAN VIEW s Z !z- ,: If o..0 Z¢ I r' t..-C W 3�'o ANCHOR BOLTS - Si'.0 ANCHOR BOLTS - 3/4'o ANCHOR BOLTS 3.'0 ANCHOR BOLTS w/18'EMBED 1 2'PROJ w/IS'EMBED 1 2'PROJ w/Ia'EMBED 1 Y.PRO,1 w/18'EMBED 1 I'.PROJ - SLAB BLOCKOUT FOR SECOND STAGE WILL SLAB BLOCKOUT FOR SECOND STAGE WILL EL IT'-00' EL 16'-10, ..EL IT'-00' EL M'-10'.,�— - - EL IT-00. — EL IT-00'. , 8 .. � ur _.EL,I6'-10'�... O - EL I6'- (4)-3 TIES•EO 6FCS � (4)5 TIES o EQ SPCS .-_' (4)5 TIES o EQ 6PC5 _ (4)9 TIES a EQ 5PCS ! <4)Ka VERTb AS 6NOLLN PLAN - (4)5 VERTS AS SHOWN PLAN (4)5 VERTS A5 514 uN PLAN (415 YERTb A5 SHOWV PLAN I 'CL (4)•4b•EQ SPC5 ED. g I'G'CL 5 (5)5'e o EQ SPCS EID.- II'CL 6)5's-EQ 5PCS EID. III'CL _ X (4)4 e o EQ$PC$E.W. ;3EL 15'-0',� To . . EL15'-0. 15'-0' 2 0 m EL 15'-0' EL �. .° ... ., ,. a EL 14'•0' 0 VC EL 14'-0' EL 14'-0' EL 14'-0' 3'C --�.� � I,'q,,. 10, 110' I-4' 1-10' � 2'•4' 10'.. y'-4. 1'-I' 10' 3' SECTION 3 SECTION DETAIL__@ GRID c-z mo DETAIL�a GRID B-z SECTION mo DETAIL @ GRIDS C'-3 C'-4 1 C'-SSEcnoN DETAIL GRID a-6 (� SCALEIl1'-I' SCALE:VP-1' SCALE 1/2'-I' SCALE IR'-I' ^� L Y0 �• -.4 La _EL 16'- --1 o� r------------- > 12' — l3) CONi.NM _ c w ,4's o IS'O.C.VERT m in L (2)-4'e CONT. DO NOT SCALE DRAWINGS L v CONTRACTOR SHALL VERIFY ALL COI EL E'-0' Q, THE JOBHSITAS AND NOTIFY THC ENGINEITIO AL I I m CREPANC!ESF ANY PEFORE BEGINNING ERRORS,OMISSIONS.OR D!- ` rn Tn SLAB C:OCKOU7 I a'. CORNER PIER WHERE REQ'D.. oR FABRICATING ANY IVORY,. _EL Id'-4' � , . FOR CRACK CONTROL _L---- -- ---_J - . 6 16, PLAN ,Mgr,\ONAL 5 PLAN VIEW SECTION A Q TYPICAL CORNER WALL REINFORCING �°�,�OF . - DOWELS TO MATCH MA50NRY SCALE N.TS. 9A'QRJ ft Gl REINFORCING VERTICALS b'.CMU BLOCK w/-4's a 46'O.G.VERT A HORZ 3/,'.0'ANCHOR BOLTS - w/IS'EMBED 1 2'PROJ ° (3)-4's CONT.HORZ SLAB BLOCKOUT FOR SECOND STAGE IN FILL �.,...a.a.,.°,.. _..,�-.. IS EL Ib'-10' EL IT'-0' 1 •4's®IS' M OL.VERT L H '. '""B. MARTENS (4)03 TIES 0 EQ secs Q �� B. MARTENS (4)5.VERTS AS SHOWN PLAN IT'- (2)-4'0 CONT. BAR SIZE BAR LAP,(L) STANDARD.HOOK(H) - (5)5'0 o EO SPCS E.W. IVo'CL "L @ ... -3 Il' b'. B. MARTENS EL 15'-0... , EL 15'-0' -4 23• B.5 26, Im' „ I6SEPT 03 ELF 14' - !'I 48' .14'. C.. ELI4�4' �a 55' 16'. "` ASSHOWN . 2,4 10. 21-1. 4; 5. 4.. o ,. 409-03SC2.00 SECTION - DETAIL @ GRID B'-6 SECTION B TYPICAL REINFORCING SPLICE&HOOKS, ,(�� SCALE IR'-I' SCALE I,-I' _ SCALE N.T.S. e ° l DRAWING INDEX CODE ANALYSISi o m OCCUPANCY GROUP: MIXED — H4/13 p f CONSTRUCTION TYPE: IIB I HANSENI-RICE, INC. = ALLOWABLE AREA: �O� C��NER,4L CONTiZ4CTOi� --� -- FEngineers, Inc. BASIC ALLOWABLE AREA: S-1 17,500 S.F. (ACTUAL) 12,756 S.F. Is ENGINEERS/SURVEYORS/PLANNERS BASIC ALLOWABLE AREA: B 23,000 S.F. (ACTUAL) 3297 S.F I (ADDITION) BASIC ALLOWABLE AREA: H-4,..17 0 S.F. (ACTUAL) 5 000 S F TITLE CIVIL I C1.00 SITE/PLOT PLAN TOTAL: y �- 21,053 S.F. w w TO.00 TITLE PACE ALLOWABLE AREA,- L'CU ATIONS ARE BASED ON THE MOST RESTRICTIVE USE. o a DIFFERENT USEPS 'RE NOT SEPARATED BY FIRE BARRIERS. SEC. 302.3.2 LL LL TO.01 DRAWING INDEX/PROJECT SUMMAR Q o T0.02 LEGEND AND REFERENCE FRONTA-Gt INCREASE: N N STRUCTURAL If - 00 (529/529 - 0.25) 60/30 100 (0.75) 1L - SC1.00 FOUNDATION PLAN . ARCHITECTURAL � � f 75% V SC2.00 FOUNDATION DETAILS W 41.00 FLOOR PLAN "�' AREA MODIFICATION (PER IBC 302.3.2): I 1 1 ENLAR LOOK PLAN ( / ) ( / ) 2 2.00 E LE V t I ONS A°= 17,500 + 17,500 x 75 100 + 17,500 x 300 100 Lu o A = 83,125 s.f. (ALLOWABLE) > 21,053 S.F. (ACTUAL) O.K. A O SCHEDULE ° ° V aw j 1 A(0.01 DOOR SCHEDULE RATED WALL/CEILING ASSEMBLIES: z � . 1 HOUR FIRE RATED BARRIER WALL IS REQ'D BETWEEN Z A o w� THE B AND THE H-4 OCC. SEE FLOOR PLAN FOR SPECIFIC � w REFERENCE TO THE GYPSUM ASSOCIATION. w� ' z �� k 1 HR. FIRE RATED CEILING: PER SECTION 708.4, EXCEPTION 3, 14 oQ w CORRIDOR CEILINGS MAY BE CONSTRUCTED SIMILAR TO a ,4. CORRIDOR WALLS. PANIC HDWR DOOR SWING EXITING REQUIREMENTS: Moo°WIDTH NO /R a MIN. EXIT REQ'S WAREHOUSE 26 2 6.6" F 1 o {` WAREHOUSE 10 2 EXIT SEPARATION: w Q BY 1/3 OF THE MAX. DIAGIONAL EXITS ARE REQUIRED TO BE SEPARATED — jY lU s �EXIT SIGNS: wCj O o° w WAREHOUSE — EXITS AND EXIT ACCESS DOORS SHALL BE MARKED WITH EXIT SIGNS. f OFFICE — 1 EXIT REQUIRED Q Q EXIT -,CESS TRAVEL DISTANCE: zZ I H-4 OCC+= 75 FEET —� Q C — T ° QLL LU S-1 OCC = 250FEET u O z Q I S I A D HOSE SYSTEMS: Cl a- A MANUAL FIRE ALARMS EM IS NOT REQUIRED PER IBC SECTION 907.2.5. _ I N € , � AN AUTOMATIC SMOKE/GAS" TECTION SYSTEM SHALL BE INSTALLED PER IBC SECTION 907.2.5 & 908.3. ? r EMERGENCY ALARMS PER SECTION'` 04.9 OF THE IFC ARE REQUIRED. Lu f w it y` PROFE55IONAL SEAL HIGH PILED COMBUSTIBLE § ORAGE: 4LAT SED ,� ARCHITECT 464 O� I PROJECT SUM j, ARY NOT REQUIRED — LESS THAN 12' HIGH. �"" D. SMOKE AND HEAT VENTS: ? SITEi FACILITYe DESIGNS NOT REQUIRED PER IBC SECTION 415.6, ITEM 1. DST AHO ZONE M-2 SIZE k, 21,053 SF DESIGN CODE 2000 15C MECHANICAL VENTILATION: SIZE 118,52-1 S.F. NEICxHt 30 FT (APPROX.) STEEL DESIGN 198(o M5MA THE WAREHOUSE IS REQUIRED TO BE VENTILATED PER IBC' ECTION 414.3. i rroT cRaul L z TRACTOR SHALL vERIFX.ALL `\ GDITIONS ANp DIMEN610N8 € ' ASPHALT SEE CIVIL OCCUPANCY TYP S1, H4 E 5 SNOW LOAD 25 PSF STANDBY OR EMERGENCY POWER: wAT{THE�JOB 9ITE AOF NpTIF1' HXI EN-RIGE,INC.OF Aw NOT O DIMENSIONAL ERRORS,OMISSION6, �:.LANDSCAPING SEE CIVIL CONSTRUCTION TYPE OR DISGREPANGIES BEFORE II-5 WIND LOAD 90 MPH REQUIRED PER IBC SECTION 414.5.4, ITEM 4. �I� ORFAE+ROATMG PARKING SEE CIVIL FIRE SPRINKLER YES EXPOSURE FACTOR C SPILL CONTROL & CONTAINMENT: HC PARKING SEE CIVIL �D� �Y SHEET SEISMIC ZONE C REQUIRED PER SECTION IFC 2704.9 n 1? . ?ao Tom ! ' FROST DEPTH 24 IN �--? I . o UNISEX WAREHOUSE RESTR IOOM ml , m3 RE N SOIL SEARING 2,000 PSF D ACTUAL EMPLOYEE COUNT IN WAREHOUSE IS 4. SCALE 4 ' JOB NUMBER a NONE 36m1 � j _f eaaaaaai; ` ui G' l tom) A 7 faw 7 NEW ADDITION Z EXISTING BLDG LU Q 11 Z mww IT mw -w z w m 50'-0' w N 7 20'-0' 20'-0' 20'-0' . � 20'-0' 15'-0' 20'-0' NEW 16'-O'xl0'-0'x6' 5'-0' ,Q NEW CONIC.TRUCK DOCK CONIC.APRON w/5'x5'x4'. A7ID0 SEE CNIL d 5�pi GONG DOOR STOOP 14'-O'x 14'-O'OHD 6' I6-0' 6' 5'-2' 16'-0' - a - NEW RETAINING WALL W O 0 Q 3•l•MAN DOOR 20'LONG GUARDRAIL. E ,o t TYP.(3)PLUS WALL MOUNTED EXHAUST �'x t °> CIVIL. TYP.(2)PLUS p Ir NEW 8'6 BOLLARDS .> FAN NEW 16'-0'xIo'-0'x6' -O x5 0'x4'. WALL MOUNTED EXHAUST z TYP.(4)PLC'S ;` CONIC.APRON '.' CONC.STOOP EXISTING 3m 7°HMI F'� °,. REMOVE EXISTING O C1 x a _ DOWNSPOUT TYP.(2)PLC'S .. s MAN DOOR TYP f F p P O = EXIST. /])PLC S (2)PLC S e: U STEEL .'.' ' ...t .. 023 U-FACTOR OF 025) _ z p TYP Q 6 LINE ii e'. e ® a 4 "O IL Sl . .. 028 029 FIRE RISER LOCATION \ EXISTING 0 O I4'-0'x 14'-0' OHDI WARP OVERPOUR 9 DOORS `,4 I 2'-8 I/2' I I TYP.(2)PLUS wy% N > Q PROVIDE 1:12 SLOPE ALL � _J (U-FACTOR OF 0.136) B I I DOOR LOCATIONS: WARP OVERPOUR a DOORS TO MATCH SILL ELEVATION — — TRENCH DRAIN t DRYWELL - • PROVIDE 1:12 SLOPE o ALL s SEE CIVIL DOOR LOCATIONS. — � � L z 8'0 BOLLARDS REMOVE PORTION OF WALL✓< REPLACE w/NEW 8'-O'x9'-0' ui TYP.(12)PLUSco1 OHDI(U-FACTOR OF 0.136) 6 3 W SEE SH7 A6DI �'coo, y Wom� 1/2 12 ROOF LOPE : .✓' F*.'1;, O' f F z Z =tea o p n WAREH V, o"" o w 122 m m h I 6'THK CONC.S - NEW DOWNSPOUTS REMOVE EXISTING s' ,-„ TYP,l31 PLG'S STORAGE DOWNSPOUT •~ 2'X2'X2'CONIC.SUMP w/GRATE EXISTING PRE-FINISHED = E d W :R J' METAL DOWNSPOUT E'-' h TYP.(2)PLUS EXISTING TUBE `� TYP.(b)LOCATIONS. 3 0 9TEE L COLUMNS. , A (^, , SLOPE MIN. •T� � SLOPE FE. SLOPE MIN. FE. 0 NEW FIRE EXTINIGUIbHER NEW FIRE 'fINYt;)II$4R w I HR WALL 4A.1015/C 4,4e aB/C I LAYER 5/8'TYPE'X'BOTH SIDES z OF 6'METAL STUDS•16'O.C.WALL L L f TO RUN BEHIND METAL COLS.TAPE, Q TEXTURE,AND PAINT BOTH SIDES m '` 0 ..WARP OVERPOUR®DOORS TO CH SILL ELEVATION',�� SEE BTTRUCTURAL. PROVIDDE}>�. w- 02 SLOPE•MANDOORS. ` EMERGENCY SHOWER AN'D Z EYEWASH STATION w O O 1 i ELEc.PANEL. SEE. Z 3 D O ELECTRICAL (1 U- OCIC 0 111 E 116 FD C 18T "w NEW 5-0'x5'.-0'x4' A/ OFFICE OFFICE 53 SF. ( 115 OFFICE "G, 1L 108 109 / Imo I R. WARP OVERPOUR®DOORS CONC.STOOP NEW 5'-0'x5'-0'x4' WARP OVERPOUR•DOORS 150 SF. 150 SF. ?O MATCH SILL ELEVATION- - LJ.I 'Q O CONIC.STOOP SEE STRUCTURAL. PROVIDE REMOVE EXISTING METAL JAN/ 158 SF. I = {SEE STRUCTURAL. PROVIDE I- Q 1J._ Z O '^ N 02'1SLOPE®MANDOORb. LIN 1W.ACI'( <I T�MREUSE AT I "c�R aia I �PPI:12 SLOPE®MANDOORS. Z 9 W 4 REMOVE EXISTING N11 022 U O W I DOWNSPOUT I OFFICE OFFICE MEDI I / OFFICE O` N w 8 110 II2 I BRE13K I RR 100A I p O }- 138 SF. 138 SF 99 S 0 REMOVEWAINSCOT WA I R 'I 12�. 114/ I58 SF. w a CMU WAINSCOT WANG LL m n 4' THK CO SLAB 0 w ei I DATA/PHONE EXIST. 3 5.F HALL ,� f STEEL 33 S.F. IIT a LINE m w F RECEPTION L) ui ENLARGED FLOOR PLAN I �; _ AREA �'+ P 510NAL SEAL NEW CMU WAINSCOT WALL 0 0 TO MATCH EXISTING SEE I I OFFICE OFFICE OFFICE I 120• OFFICE OFFICE OFFICE I EXISTING METAL SIDING W/ FRQ` ARCy7TECT AIIDI I 106 105 104 103 102 101 I 9 COURSES OF SPLIT RR-.2464 O•� FACE CMU WAINSCOT. K ' �• I71 SF. 131 SF. 134 SF. Si l_ 134 SF. 131 SF. 204 SF. 1 EXISTING WALL MOUNTED INTAKE WALL MOUNTED INTAKE`, STEEL LINE LOUVER DUCT TO FLOOR ®0 5a SF- e® LOUVER DUCT TO FLOOR �+ N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _i 34'-5 1/2' ""rook TA D STNRO A WALL SCHEDULE 'x DO NOT SCALE bRAIIII S A3ID0 CONTRACTOR SHALL VMFY ALL �` CONDITIONS AND DIMENSIONS 5/8'TYPE'X'GYPBD o/6 MIL AT HT 108SI M AND NOTIFY O I HR FIRE POLYETHYLENE VB.o/3 5/8'METAL DME IONAL ERRORS,OMISSIONS, STU5 8'DTYPE'X' GYPBD.USE 571/2 ETAL BEGINNING OR FABRICATING OR DISCREPANCIES BEFORE RATED WALL 34'-5 i/2' STUDS WHERE SHOWN ON PLANS. ANY WOW,82'-I' a �}p SIM TO GA FILE WP 1200 RAWN B L-SHE -m• GYPBD o/5 7e'METAL STUDS o 16'O.C.w/ 5}'BATT INSUALTION o/g'GYPBD. III D�E�, 3,�B�ABTTDINSUALTITON o// 'GYPBD6'OO.w/. SC JOB NU ER a, _ � r I b m 0 0 0 6 � m } P � m a m Q `IU11 0pp ro ENLARGED FLOOR PLAN N ULL Q N Q AND ELEVATIONS. EXISTING TUBE STEEL SEE(A - )lZ HwH COLUMNS. 4' THK. ONC.SLAB — — — — — — — a.— o V m N r 011 016 m OFFICE � \ ELEC.PANEL.SEE ELEC. - I 53 or. / NISEX a D� - FD 0: 'n `fl I NEW 5'LONG UPPER RE 116 OM / FEMALE \ W �,.0 QO a 4 13'-1'LOW.LOWER / RESTROOM 1 018 _ ZLO O OFFICE I CABINETS / 1 115 ' �10E "i R U = 150 SF. \ : 158 S.F. OFFICE B I 015 I z q V 008 009 15�F. I eeaveR I (IC 0 N1c JAN 015 I jSEEL= s W q o ttl Z 0. I t+ 119 019 m FF. m i� 81 0l 010 I NEW FIRE EXTINGI115HER '�F n I Fnwrea MEDIA 1 SHELF Of•Y -F I 2A:105/C U p' O m fi g 112 I �014 a ly -r I 99 I NEW COMPLIANT LONG ADA I FULL OM OF WALL TO - ikr OFFICE OFFICE OFFICE q 10T 110 I COMPLIANT SINK w/ MALE - 100A IBiOYP 3 WALL BUFiFAGEB)LY '"E" m T 1388OOF. 1388OOF. in I I UPPER 1 LOWER CABINETS RESTROOM I ';' 158 OF.q4 U 6 coP�eR I BREAK RM 114 W 3 I I I 113 D I 01l A d . � 012 013 Flir EXTINGUISHER 5'-0' l'-b IR' V-b IR' w 9'-6 IR' - IR' 3'-8' 15'-2 IR' — — — — — — — — — c �Ad�B/E _ T DATA/PHONE_ � HALL r CLR Z v 10b m 025 GLR �+ U l'-10 IR' 10'-2' l 39 9F. 006 005 004 m 003 002 001Ij W 3-4, 5-9: 3-4. lf71-- c Z O > O m m O r ARE RECEPTION Lu A U O Q Q� -.O Q Q C C 12m OFFICE-' OFFICE OFFICE in OFFICE OFFICE OFFICE 106 '� 105 104 020 021 103 102 R 0-11 Ju Ill 5F. 131 OF. 134 OF. 134 OF. 131 OR 158 SF. EXISTING EIFS WALL OA FACE CMU WAINBC.OPLiT Z > Z KK (K a vE5 2BF)LE WALL SCHEDULE -°� Q IL W z � 5/8'TYPE'X'GYPBD o/6 MIL KU O F- LU © HR FIRE STUDS°16'O.C.W/3 IR'BATT INSUL.o/ - POLYETHYLENE VB.o/3 5/8'METAL a8 RATED WALL 6/8'TDSYPE'X' GYPBD.USE 5 IR'METAL 1 Y.i.tJ STU WHERE SHOWN ON PLANS. 1 j 41t i� ul v �¢ A EXISTING ROOF DRAINS. EXISTING 4-0'x 4'-0'INSULATED 91M TO GA FILE"WP 1200 � ��' m TYP(2)LOCATIONS TINTED ALUMINUM WINDOW M EXISTING 3°l°INSULATED TYP(b)PLC's g'GYPBD o/5 j'METAL STUDS°Ib'O.G.w/ ryp1' a GLASS MAN DOOR (U-FACTOR OF 051) 6 J'BATT INSUALTION o/g'GYPB Z D. W TYP.(2)PLC'S '' CU-FACTOR OF 05U U S1 g'GYPBD o/3;'METAL STUDS•Ib'O.G.w/ 13'-8 IR' 10'-1 IR' 10'-4 1/2' 12'-8 IR' 10'-4 IR' 10'-1 IR' 13'-8 IR' 3 I'BATT INSUALTION of B'GYPBD. PR IONAL SEAL LIDENSSD ARCHITECT AIR 244�640 62''I. �d ENLARCsED FLOOR PLAN SEFF OF ISATER NO SCALE:114'-1'-0' DO NOT SCALE DRAWIMS m CONTRACTOR 614ALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 81TE AND NOTIFY DIMENSIONAL ERRORS,CM18510N5, HANSEN-RICE,INC.OF ANY W OR DISCREPANCIES BEFORE W iNt fa�C�`O ANYIWOW, FABRIGATMG DRAUA I BY SHEET moo, `I R aei;mRO 41.01 DATE REVQ c 18 JIME 03 rj N o SCALE s 24'x36' JOB NUMBER 1/4' ■ I'-0' 03601 { cl A c Q J L Qua NEW ADDITION EXISTING BLDG. g2 12 12 _ m 26 GA.GUTTER 111 PIRE-FINISHED 26 GA.PRE-FINISHED p COLOR-SANDSTONE BEIGE 24 GA.4'M51 UME METAL SIDING w/4'MBI I2 56R w/4'MBI COLOR-LIGHT STONE 1/2r h 3436ID8' ( EAVE HEIGHT I w rc I 3423DO' 0 TOP OF CMU O A 341OF CM9b6' tOP U A 3411.00' T I T I . . . . .... FINISHED FLOOR bx8x16 3-GRID SPLIT FACE bx8x16 SPLIT FACE CMU W W CM 1 PRE-FINISHED METAL DRIP EDGE q Ill C COLOR-MOCHA COLOR-SANDSTONE BEIGE I N Q N� A3P) _ UEST ELEVATION '+ V m N �� Z Z � I c y T rn m 12 12 EXISTING BLDG. NEW ADDITION " o m C I mom1 26 GA.PRE-FINISHED W ui METAL SIDING ' 24 GA.GALVALUME COLOR-LIGHT STONE F'RE-FINISHED U pC O _ SSR w/4'MBI COLOR-SANDSTONE BEIGE t° ad O F 12 rl 3438.83' EAVE HEIGHTEU EAVE HEIGHT h Z �..Q V ` W A-1 0. co) o w Zo o w 3423.00' I I 3423.00` i -i`r F F TOP OF CMU I I TOP 1S CMU V I I 340b6' q TOP OF CMU A dFINISHED DOOR - FINISHE&R ? PRE-FINISHED TRIM �l 5D \ \ PORLEO-PRIN-ISSAHNFDD TRIM COLOR-SANDSTONE BEIGE CSTONE BEIGE w 3mImHMl MAN DOOR 14'-O'x 14'-0' 014DI. EAST ELEVATION 8'0 BOLLARDS TYP(2)PLCS' rILI L 343883' uj O HT O Z -4 R I z EAVE HEIG O Q � � i a F Q4 00' lu lL EAVE HEIGHT z LUU Z O ° Q 1�L Z O 5423.00' y TOP OF Cm w TOP for CMU F 0 i= r► 3411ID0' w I I FINISHED FLOOR i N SOUTH ELEVATION s W P 5SIONAL SEAL wZ� LICENSED u ARCHITECT �S' �Q 24 GA,GALVALUME SSR w/4'MBI 3438,53' 26 GA.GUTTER t DOWNSPOUTS EAVE HEIGHT I PRE-FINISHED 3436.08' Fk. "In COLOR-SANDSTONE BEIGE EAVE HEIGHT I w I DO NOT SCALE DRAWINGS 342900' i EAVE HEIGHT CONTRACTOR SHALL VERIFY ALL FOR CONSTRUCTION ONS CONDITIONS AND ANDDIMENSIONS TRUCE IO N AT THE JOB SITE AND NOT F7 j D MENSI-RICE,MC,OF ANY DIMEN,410NAL ERRORS,OMISSIONS, D 3423.00' OR DISCREPANCIES BEFORE TOP OF CMU BEGINNMG OR FABRICATING 3414366, ANr WoaC � TOP OF GMU DRAWN BY SHEET _ F 3411.00' N FINISHED FLOOR R. w A2�0 26 GA.PRE-FINISHED �(7( 6x8x16 SPLIT FACE GMU 1 METAL SIDING w/4'MBI D Z PRE-FINISHED METAL DRIP EDGE COLOR-MOONDUST DATE REVQ o COLOR-LIGHT STONE COLOR SANDSTONE BEIGE bx8xlb 3-GRID SPLIT FACE C�FT 03 2 N NORTH ELEVATION A3m1 CM COLOR-MOCHA o SCALE.24'x36' JOB NUMBER 03601 m ROOM FINISH SCHEDULELEGEND o m FLOORING WALLS CEILING E C G I tI C J A cEIL1NG go BY OWNER OCT 1 § 1003 ° ROOM ROOM TITLE RHMAWS CONC. CONCI;eTE 1Ij,1.Ls �y NUMBER NORTH EAST SOUTH WEST CMU CONCRETE MASONRY UNITTv oulLr r G u F1t. 6 MATERIAL FINISH OLOR CT FINISH OLO HEIGHT Ct CERAMIC TILE p MATERIAL FINISH BASE HEIGHT MATERIALFINISH BASE HEIGHT MATERIAL FINISH BASE HEIGHT MATERIALFINISH BASE HEIGHT EBo EPDXY OWNER t ES ExPOSEP STRUCTURE 100 OFFICE CONC. CARPET - GYP.BD. PAINT B-1 9'-0• GYP.BD. PAINT 13-1 V-0' GYP.BD. PAINT 15-1 V-0' GYP.BD. PAINT 5-1 9'-0' SAT PAC WHITE 9'-0' FAC FACTORY FINISH Q FP FREEZER PANEL 100A OFFICE GONG CARPET - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT 5-1 9'-0• GYP.BD. PAINT B-1 9'-1' GYP.BD, PAINT 5-1 9'-0' SAT PAC WHITE 9'-01 - FRP IILBAEZLASS REINFORCED PLASTIC G �p 101 OFFICE GONG CARPEL - G7P.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 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 102 OFFICE CON(. ICARPET - GYP.BD... FAINT 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' HC HOLLOW CORE U K - HM HOLLOW METAL p 103 OFFICE .GONG. CARPET - GYP.BD.- PAINT. B-I .9-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT - B-1 9'-0. GYP.BD. PAINT B-1 9'-0. SAT PAC WHITE 9'-0' - HMI HOLLOW METAL INSULATED R MATL MATERIAL 104 OFFICE GONG CARPET GYP.BD. PAINT B-I 9'-0' GYP.BD.. .PAINTNE11' 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' 9AT FAC WHITE 9'-0' - MLP METAL LINER PANEL 105 OFFICE CONC. CARPET - GTP.BD. PAINT B-1 V-0' GYP,BD. PAINTV-0' GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0' SAT FAC WHITE 9'-0' R TO UNDERSIDE OF ROOF STRUCTURE a O - $AT SUSPENDED ACOUSTICAL TILElu 106 OFFICE CON(. CARPET - GYP.BD. PAINT B-1 V-0' GYP.BD. PAINT9'-O' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-1 9'-0• SAT FAC WHITE 9'-0' SFC SPECIAL FLOOR COATING_ SV SHEET VINYL106A DATA/PHOJE GONG CARPET GYP.BD. PAINT B-I 9'-0' G7P.BD. PAINT9'-0' G1P.BD: -PAINT B-I 9'-0' G7P.BD. PAINT B-I 9'-0' $AT FAC WHITE 9'-0' SWC SPECIAL WALL COATING10T O FICE CONG. CARPET - GYP.BD. PAINT B-1 -9'-0' GYP.BD. PAINTV-0' GYP.BR PAINT B-I 9'-0. - GYP.BD. PAINT B-1 9!-0. SAT FAC WHITE 9'-0' - VCT VINYL COMPOSITION TILE VSAi VINYL COATED SUSPENDED ACOl811CAL TILED o 108 DICE GONG CARPET GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' SAT FAG WHITE 9'-0' w0 0109 OFFICE CONC. CARPET - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT9'-O' GYP.BD. PANT B-I 9'-0• GYP.BD. PAINT B-I 9'-0' - $AT FAC WHITE 9'-0' - l3�4E N 0 Q Q 110 O FICE. GONG CARPET - GYP.BD. PAINT -B-I 9'-0' GYP.BD. PAINT D-I 9'-O' GYP.BD. PAINT 5-1 9'-O' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0' - lB-D 4'RUBBER BASE - Y�i III OFFICE CON(. - - GYP.BD. PAINT B-I 9'-01 GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT -B-I 9'-0' GYP.BD. PAINTaE1 9'-0' SAT PAC- WHITE 9'-0' (B-2) 6•RUBBER BASE 112 MEDIA CONC. SV GYP.BD. PAINT 5-1 V-01 GYP.BD. PAINT B-1 V-0' GYP.BD.. PAINT 5-1 9'-0' GYP.BD: PAINT9'-0' SAT FAG WHITE 9'-0' - ,e 113 BREAK ROOM CON(. SV - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0. GYP.BD. PAINT. 5-1 9'-0' GYP.BD. PAINT9'-0. SAT FAC WHITE 9'-0' - 6 p�Fp 114 MALE REBTROOM - GONG SV - #GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT B-2 9'-0' #GYP.BD. .PAINT9'-0' GYP.BD. PAINT WHITE 9'-0' #4'-0'HIGH FRP,GYP.BD.ABOVE(PAINTED) Z W p b U5 FEMALE RE$TROOM CON(. SV - #GYP.BD.. PAINT B-2 9'-O' GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT9'-0' GYP.BD. PAINT WHITE v-0' *4'-0'HIGH FRP,GYP.SD.ABOVE(PAINTED) 116 UNISEX RESTROOM CON(. - - #GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT 5-2 9'-0' #GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT9'-0' GYP.BD. PAINT WHITE 9'-0• #4'-0'NIGH FRP,GYP.BD.ABOVE(PAINTED) V III HALL CONC. CARPET - GYP.BD. PAINT B-1 V-0' GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 V-0' GYP.BD. PAINT9'-0' SAT FAC WHITE 9'-0' c�� II8 CLOSET CONC. - - G7P.BD. PAINT B-1 9'-0' GYP.BD, PAINT 5-1 V-0'. GYP.BD. PAINT S-1 9'-0' GYP.BD. PAINT B-1 9'-0. - - - b U 119 JANITOR CON(. - - GYP.BD. PAINT B-I 9'-0• GYP.BD. PAINT B-1 9'r0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINt B-1 9'-0' - - - - yq 0 120 RECEPTION AREA CONC.- 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 FAC WHITE 9'-0' - rya 411'F l` 121 VESTIBULE GONG CARPET - GYP.BD. PAINT 5-1 9'-0. GYP.SO. PAINT D-1 9'-0. GYP,BD. PAINT. B-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT PAC WHITE 9'-0' Z • U 122 WAREHOUSE CONC. P.BD. PAINT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING #GYP.BD. #PAINT #B-1 vAR1E8 #TENANT IMPROVEMENT WALL ONLY-AVERAGE HEIGHT•21'-0' 0 0 W 'AMR-0. T - GYP.BD. .PAINT - - - ,C Q c - I�i� 124 143 STORAGE GONG. - - - - - GYP.BD. PAINT - - GYP.BD. PAINT 4 W Ll C4 1I11Rf o .�i F W V 4 3 w w Z Lu lll (L Q tL 3: � ? I— LL Z � p LPL Z 0 W W � F. Ill 3 LL id PROFESSIONAL SEAL a UCENSED ARCHITECT AR-2464 Io EFF STER _E OF AHO D DO NOT SCALE DRAWINGS CGNI1,ICTO2 SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY HMNSEN-RICE,INC.OF ANY DIMENSIONAL A NYOR DWORIG ISCREPANCIES BEFORE RRRORBIIHG DRAWN BY I SHEET RGUERRER01 46,00 7 DATE REV c a 11 JUNE 03 t( N ° SCALE•24'x36' JOB NUMBER w NONE 03601 0 eemaee DOOR SCHEDULE FRAME SECTIONS DOOR TYPE LEGEND Q DOOR LOCATION DOOR FRAME J-i J-2 ASP ALUMINUM STOREFRONT(CLEAR) BA BRONZE ANODIZED ALUM. m �111EJTYPE �r d CA CLEAR ANODIZED ALUM. ROOM NAME SIZE TLIK FIN rn MA7L FIN REMARKS WOOD FRAME EO ELECTRIC OPERATED L �Il 3 LL HOLLOW METAL STEEL STUD FAC FACTORY FINISH p FD FREEZER DOOR FRAME RFC! 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SEALANT BS.TYP. I ,1..,•' «J V N WALL PANEL TRIM 5-3/4' HOLLOW METAL GROUP 4 GROUP 9 B.5.TYP. I LOCK-SET(KEYED) I PANIC BAR SEALANT FRAME Z � cy JAMB TRIM I}PAIR BUTTS I}PAIR BUTTS I WALL STOP CLOSER SET(LEATHER STRIPPING (THRESHOLD E" SWEEP U 3 LIGHT GA.GEE A GROUP 5 GROUP 10 a d LIGHT GA.GEE WALL PANEL I LOCK-SET(KEYED) I ALARMED PANIC BAR .A I}PAIR BUTTS I}PAIR BUTTS Z L�� I CLOSER I DOOR STOP OR FLOOR C14ECK I SET WEAT ER STRIPPING I THRESHOLD z W J-1 J-8 SWING +— o z _ w tu mINSIDE }— z0Q O KEY w = pw OUTSIDE a 0 0 RIGHT HAND DOOR(SWING IN) RIGHT HAND FRAME w FLL 0 N INSIDE U O Z W O DOOR ELEVATIONS ° .a a=y OUIS KEYIDE _ 'W W In-w LEFT HAND DOOR(SWING IN) F N 0., LEFT HAND FRAME z W C J . W 3 LL z u WINDOW SCHEDULE WINDOW ELEVATIONS INSIDE PROFESSIONAL SEAL � 3 a 812E OPEN FRAME ELEv W 5 REMARKS -�O FW R LICENSED ARCHITECT z LL F- AR-24G{4 B BS r. Cc. KEY _ lU I J A 12'-5'x S'-O' - ASF ID - - / OUTSIDE B 3'-O'x 4'-0' - CA B RIGHT HAND REVERSE BEVEL(SWING OUT) LEFT HAND FRAME [xEFF E F TER i S U i ICJ DO NOT SCALE DRAWINGS INSIDE CONDITIONS AND DIMENSIONS A B CONTRACTOR SHALL VERIFY ALL ATTHE J05 SITE AND NOTIFY o' HANSEN-RICE,INC.OF ANY 3 - _ - - - DRIENSIONAL ERRORS,OM SSION$, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK 4M' / \ OUTSIDE a NLEFT HAND REVERSE DOOR(SWING OUT) DRAWN BY R WE�� A6.0i RIGHT HAND SHEET NDNpRAME DATE REV. o a Uv` c I1-1JUNE 03 D Q SCALE®24'x36' JOB NUMBER NONE 03601 0 6 eea ROOM FINISH SCHEDULE n m i LEGEND p a FLOORING WALLS CEILING e O w I ROOM ROOM TITLE REMARKS CONIC. C0NC OWNER NUMBER NORTH EAST SOUTH WEST CT CONCRETE MASONRY uw7 MATERIALFINISH LOR MATERIALFINISH L HEIGHT CT CERAMIC TILE o ES EPDXY D STRUCTURE ee ATERI FINISH BASE HEIGHT MATERIALFINISH BASE HEIGHT MATERIALFINISH BASE HEIGHT ATERI FINISH BASE HEIGHT Es EXPOSED STRICTURE 9 FAC FACTORY FINISH 100 OFFICE CONC. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' .GTP.BD. PAINT 5-1 9'-0' SAT FAC WHITE 9'-0' FP FREEZER PANEL q a ORCED PLASTIC U 100A. OFFICE CONIC. 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 5-1 9'-0' SAT FAC WHITE 9'-0' FRP FIBERGLASS REINF- G GLAZING B 0 101 OFFICE CONC. CARPET - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT 5-1 9'-0. SAT PAC WHITE 9'-0' - GYP.BD. GYPSUM BOARD WC HOLLOW CORE V 102 OFFICE CONIC. CARPET - GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-1 9'-0' SAT FAC WHITE 9'-0' - V WM HOLLOW METAL o6 103 OFFICE CONIC. CARPET - GYP.BD, PAINT B-1 9'-1. GTP.BD. PAINT 5-1 9'-0' GYP.Bo- PAINT B-I 9'-0' GYP.BD. PAINT 5-1 9'-0' SAT FAC WHITE 9-0. _ HMI HOLLOW METAL INSULATED MAIL MATERIAL W I04 OFFICE CONC. CARPET - GYP.BD, PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0'. SAT FAC WHITE 9'-0' %'" MLP METAL LINER PANEL j R TO UNDERSIDE OF ROOF STRUCTURE q O 105 OFFICE 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-1 9'-0' SAT FAC WHITE 9'-0' - ' SAT SUSPENDED ACOUSTICAL TILE Q SC SPECIAL FLOOR COATING 6 CONIC. CARPS - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAI -I 9'-0' GYP.BD. PAINT B-1 GYP.BD. PAINT -1 9'-0' SAT FA WHITE 9'-0, - % Q OFV SHEET VINYL w F- 1O6A DATAipHONE CONC. CARPET - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-1 9'-0. GYP.BD. PAINT B-1 9'-0' SAT PAC WHITE 9'-0' - / SWC SPECIAL WALL COATING U 0 Z 10T G" - S0G - S0 B B- A T ' ' VCT VINYL COMPOSITION TILE OFFC I6� VSAT VINYL COATED SUSPENDED ACOUSTICAL TILE p 108 OFFICE CONIC. CARPET - GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT B-I INT B-I 9'-0' SAT FAC WHITE 9'-0. - % W . p ID m 109 OFFICE CONIC. CARPET - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. 'p�i1NT B-I 9'-0' SAT FAC WHITE 9'-0' - .� BASE N Q J OFFICE II10 OFFICE ANC. CARPET GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BO. PAINT B-1 9 0' GYP.BD. PAINT .-�b�$d 9 0' SAT FAC WHITE 9'-0' -- 0' GYP.BD. PAIf7Tc,; B-I 9' (B-U a'FZUBBER BASE O - - -0' SAT FAG WHITE 9'-O' - !B-2) 6'RUBBER BASE Z 112 MEDIA CONC. SV - GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT B-1 9.-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B�'ll+e;�^ 9'-0' SAT FAC WHITE 9'-0. - � 113 BREAK ROOM GONG. SV - GYP.BD. PAINT B-I 9'-0' GTP.BD. PAINT B-t 9'-0' GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-1 ;��,9'-O' SAT FAG WHITE 9'-0' - �/ r- 114 MALE RESTROOM CONC. SV - *GYP.BD, PAINT 5-2 V-0' #GYP.BD. PAINT B-2 9'-0. *GYP.BD. PAINT B-2 9'-0' #GYP.BD. PANT B-2 "V9'.-O' GYP.BD. PAINT WHITE 9'-0. * -0'HIGH FRP,GYP.BD.ABOVE(PAINTED) Z o z 115 FEMALE RESTROOM CONC. SV - #GYP.BD. PAINT 5-2 9'-0. #GYP.BD. PAINT 5-2 9'-0' *GYP.BD. PAINT B-2 9'-0. #GYP.BD, PAINT 5-2 9°S0"., GYP.BD. PAINT WHITE 9'-O' !4'-0'HIGH FRP,GYP.BD.ABOVE(PAINTED) F I4 W 116 UNISEX RESTROOM CONIC. - - *GYP.BD. PAINT B-2 9'-0' #GYP.BD. PAINT B-2 9'-0' *GYP.BD. PAINT B-2 9'-0' *GYP.BD. PAINT B-2 9'-O'?;t GYP.BD. PAINT WHITE *4'-0'HIGH FRP,GYP.BD.ABOVE(PAINTED) y j u I1T WALL CONC. CARPET - GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT 5-1 9'-0' q'y; SAT FAG WHITE =0' - 1• a w _ _ Li 1,20 118 CLOSET CONIC. 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' =7�-;T � � •o...�U � ZQ 119 JANITOR CONIC. - - GYP.BD. PAINT B-I 9'-0' GYP.BD. PAINT B-I 9'-0' GYP BD. PAINT B-I 9'-0. GYP.BD. PAINT 5-1 9'-0' ''?`l� - - - - m U �' 120 RECEPTION AREA CONC, CARPET - GYP.BD. PAINT B-I 9'-0. GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. SAT'( FAC (YE 9'-0' 121 VESTIBULE CONC. CARPET - GYP.BD. PAINT 5-1 9'-0. GYP.BD. PAINT B-1 9'-0' GYP.BD. PAINT 5-1 9'-0' GYP.BD. PAINT 5-1 9'-0. SAT FAC 'WHITE 9'-0' - z • �+• C U 2 O CONIC. - - GYP.BD. PAINt XISTING XISTING EXISTING xIST EXISTING EXISTING XI iING EXIST( EXISTIN E NG *GTP. D. #PAINT *A-1 VARIES ?-� - *TE N7 IMPROVEMENT WALL ONLY-AVERAGE HEIGHT-21'-0' 123 STORAGE CONC. - - - - - - - - - - GYP.BD. PAINT - - - - - - - Y ;,> - - - 3 A o N ,,uAll A 0. W F o � I N ti E.71 r " =3 W O 13 I OL *, > —I Z Ll �1 'Q Q !� Z IL N, u 0 Z W p N w ■ = tf i \ w 0 PR SIONAL SEAL U LL ay ARCHITECT AR-2464 02 W L.WTrTEJR i d DO NOT SCALE DRAWINGS N CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY WANSEN-RICE,INC.OF ANY DIMENSIONAL ERRORS,O11551R45, t`O* gG NN1NN OR FAMCREPANCIBRIC,IWi D �Ops♦ � DRA�1"BY SHEET `- RR GUE RD Ak.00— W DATE V. o 11 JUN 3 3 N 0 LE o 24'x36' JO NUMBER z ° NONE m3 ffdt 1 I _i m m tQ m m a DOOR SCHEDULE FRAME SECTIONS DOOR TYPE LEGEND 5A n e � e DOOR LOCATION DOOR FRAME J—I J—2 ALUMINUM STOREFRONT(CLEAR) — BA BRONZE ANODIZED ALUM. m CA CLEAR ANODIZED ALUM. m R ROOM NAME SIZE THK H ELEV TYPE FIN � W MATL FN � � �� Ta�g HOLLOW METAL WOOD FRAME EO ELECTRIC OPERATED P > J ~ STEEL STUD FAC FACTORY FINISH LL Q FRAME FD FREEZER DOOR ~ LL o V STEEL STUD FS FLEXIBLE STRIP m HOW HOLLOWWO CORE OD V J tU HM HOLLOW METAL IOt I 'a 001 OFFICE 3'x-1' 1 34' RH F HOW FAC WOOD FAG 4 3/4' J-2 I HMH HOLLOW METAL HONEYCOMB O - - - ,i HMI HOLLOW METAL INSULATED I002 OFFICE 3'x T' 1 3/4' LH F HOW FAC - - WOOD FAC 4 3/4' J-2 1 - OHO OVERHEAD DOOR x , 003 OFFICE V x T' 1'/V LH F HOW FAC - - WOOD FAG 4 3/4' J-2 I - - OHDI OVERHEAD DOOR INSULATED p '-' 3/ _ _ _ WALL COVERING OHDS OVERHEAD DOOR SECTIONAL 004 OFFICE 3'x l' I 4' RH F HGW FAG WOOD FAC 4 3/4' J-2 1 - WALL COVERING SCW SOLID CORE WOOD S i 005 OFFICE 3'x T' 1 34' RH F HCW FAC - - WOOD FAC 4 3/4' J-2 1 - - VLD VERTICAL LIFT DOOR @ - VLDI VERTICAL LIFT DOOR INSULATED Z � � � 006 OFFICE Y x I' 134' LH F HOW FAG WOOD FAG 4 3/4' J-2 1 Z J W �., S I 001 OFFICE 3'x I' 134' RH F HOW FAC - - WOOD FAG 4 3/4' J-2 I - - WALL THK 4 3/4' O 5$'J 008 OFFICE 3'x T' 1 34' LH F HIMFAC - - WOOD FAC 4 3/4' J-2 I - - HARDWARE G_ ROUPS"`- ~- o 005 OFFICE 3'x l' 1 34' RH F HCW FAC - - WOOD FAC 4 3/4' J-2 I HARDWARE GRGUPS'TO B W ry W 0 010 OFFICE 3'x T' 1%' LH F WOW *:PAC.. - WOOD FAG 4 3/4' J-2 1 - CONFIfd71ED'BY HARDWARE SUPPLIER a O 011 OFFICE 3'x1' 13/4' RH C HM PAINT HALT ,. STEEL PAINT 43/4' J-I 1 J-3 J-�' o o 012 MEDIA Y x T CASED OPENING °"rJiIOOD FAG 4 3/4' J-4 �,�-g GROUP I GROUP b 0 3 0 Q 013 BREAK ROOM - 3'x T' 134' LH G HOW FAC HALF - WOOD FAG 4 3/4' J-2 6 - - I LEVER LOCK-SET I LEVER LATCH-SET W (KEYED) (PASSAGE) p� m 014 RESTROOM 3'x T' 1 34' RH F 5CW FAC - - WOOD FAC 4 3/4' J-2 3 - - STEEL STUD ,eu•T WOOD FRAME I Ij PAIR BUTTS I j PAIR BUTS N j = ¢ Q p m 019 RESTROOM 3'x 1' 13/4' LH F SCW FAC - - U100D FAC 4 3/4' J-2 3 - - I WALL STOP I WALL STOP ' 4 016 RESTROOM 3'x T' 1 3/4' RH B HM PAINT STEEL PAINT)4 3/4' J•I 3 ASP WINDOW _ 0PI OFFICE 3'x T' 134' RH F SCW FAC - - WOOD FAC 4)3/4' J-2 I - - n g'r- •• Q 018 CLOSET 3'x T' 1 34' RHR F HCW FAC - - WOOD FAG 4 3/4'+.J-2 6 - - ASP DOOR GROUP 2 GROUP T m g F 01S JANITOR Y-6'x'1' 1 34' LH F HCW FAC - - WOOD FAC 4 3/4 J 2.,, 6 - - LATCH-SET m z 020 RECEPTION AREA 3'x'1' 1 3/4' LHR A A5F FAC FULL - CA FAC 4 3/4 J 3 �2�2, - WALL COVERING 2 PUSH BARS 1 I,PAIR BUTTS C U 021 RECEPTION AREA 3'x l' 134' RHR A ASP FAC FULL - CA PAC 4 3/4' J-3 2 C>', I CLOSERS CLOSER (PULL SIDE MOUNTED) I SET SMOKE SEALS C N K 022 WAREHOUSE 3'x T' 134' RHR B HMI PAINT - - STEEL PAINT 8' J-1 S - W O O p 023 WAREHOUSE 8'x V - - D OHDI FAC - - STEEL PAINT 8' J-5 -t: PER MANUFACTURER REO'S 4 3/4' b V �Q 024 OFFICE 3'x T' 1 3/4' RH F SCW FAC - - WOOD FAC 4 314' J-2 I y U t _ 13/' F W F - ... I LEVERP T I 3 LATCH-SET GROUP 8 E w q- oz6 OMIT - - - (PRIVACY) I d PAIR BUTTS 02T STORAGE 3'x T' 1 /4' LHR B MI PA NT TEEL P IN 8 J-6 9 t I j PAIR BUTTS CLOSER 020 STORAGE _ J—✓ 1J-6 I WALL STOP SET SMOKE SEALS p W U 5 O 14'x 14' D OHDI FAC STEEL PAINT 8' J-5 '� N Q O I WALL STOP �p 0 �.ai 025 STORAGE 3'x T' 1 34, RH B HMI PAINT - - STEEL PAINT 8' J-6 S - - �`^.,} .S'' � 1 SEAL NT BS.TYP. Q W - W PANEL TRIM 5-3/4' HOLLOW METAL GROUP 4 GROUP 9 m p ¢+ SEALANT FRAME m S� BS.TYP. LOCK-SET(KEYED) ILEVER LOCK-SET U v pI'i .a JAMB TRIM l;PAIR BUTTS (KEYED) h I WALL STOP I j PAIR BUTTS ti q I I CLOSER Ew (N SET WEATHER STRIPPING F i THRESHOLD + U LIGHT GA CEE I SWEEP ((��qq W I 3 GROUP 5 GROUP 10 q y. LIGHT G4 GEE ' '�• �„ I LOCK-SET(KEYED) I ALARMED PANIC BAR z WALL PANEL I j PAIR BUTTS I PAIR BUTTS r (�C I CLOSER I DOOR STOP W OR FLOOR CHECK I SET LLEAT14ER STRIPPING n. (THRESHOLD J-_1 J-8 SWING �— Ll INSIDE Z �" ryhT (L IL 0 L ti ,} OUTSIDE Q (n RIGHT IGHTHAND DOOR(SWING IN) — W Q INSIDE � U O z KEY W � � DOOR ELEVATIONS $ ,, ", W l a / fik� OUTSIDE I 9N n LEFT HAND DOOR(SWING IN) - aIjj LEFT HAND FRAME Z z a PROFE5510NAL SEAL WINDOW SCHEDULE WINDOW ELEVATIONS INSIDE ucENseo d h S ARCHITECT 3 SIZE OPEN FRAME ELEV �� REMARKS Y s,4 AC--1� AR-2464 Y t R , LL / CC .. KE Y A 12-5'x 9-0' - ASP D - s.aOUTSIDE RIGHT HANDREVERSE BEVEL(SWING OUT) F OS - By LEFT WAND. RAME T 4'-0' CAHO TE OF IDAhIO SCALE DRAIURJCr6 SHALL VERIFY ALL •� _ _ _ _ _ _ _ A B INSIDE "{': ITIO i NS AND DIMENSIONS w _ _ _ _ _LL AT THE JOB SITE AND NOTIFY HANSEN-RILE,INC.OF ANY + OR DISCREPANCIES BEFORE AO`�� =5111NG ORFABRICMISSI 1 KEY '•`` \v_ AJY WOPoC 1 f 4UTr2 a f \� LEFT HAND REVERSE BEVEL DOOR(SWING OUT) RA SHEET o /� /� \ RIGHT HAND FRAME JDATE / F Cs � . m3 OVA y 6 G D Q LE o 24x36' JOB NUMBER I a NONE 03601 � i NI z wow U r- o 7. Special Inspection Requirements 9. ABBREVIATIONS AND PLAN MARKS I C. Steel Coatings: LU 1. Design Criteria AB ANCHOR BOLT(S) L ANGLE A. General: In addition to the inspections required by Section 109 the AISC AMERICAN INSTITUTE OF LEIS POUNDS Q o r Itl A. Design and detailing services provided by Gem Building Inc., comply with Shop applied primer(unless specified otherwise) is a rust inhibitive IBC, the owner or the engineer.or architect of record acting as the STEEL CONSTRUCTION, INC. ' the latest edition of the following codes and standards: coating. This protective coating is not intended for long term owners agent shall employ one or more special inspectors who shallMAXIMUMM= o 1 exposure to the elements. ALT ALTERNATE MAX provide inspections during construction of the project as required in ARCH ARCHITECT MBMA METAL BUILDING MANUFACTURERS v rn a' IBC International Building.Code Section 1704 of the IBC. Special inspection is required for the following ASSOCIATION Q _■ MBMA Metal Building Manufactures Association D. Base Plates: - types of work generally associated with the erection of metal frame 8M BEAM MECH MECHANICAL AISC American Institute of Steel Construction buildings: BRIG BEARING MF MODULAR FRAME AISC American Iron and Steel Institute Base plates are designed for bearing on concrete which has a minimum BLDG BUILDING MIN MINIMUM _,N ,9 SJI Steel Joist Institute 28 day strength of 3000 psi. 1. Concrete placement BTM BOTTOM MISC MISCELLANEOUS 3.Concrete rei2. Bolts nforcing concrete in BS BOTH SIDES o cing steel placement ,C 4. Structuc CAB CABLE NS NEAR SIDE l welding NIC NOT IN CONTRACT B. Design Loads: 5. High-strength bolting z0 CL CENTER LINE NTS NOT TO SCALE � 1. Structural Framing Dead Loads: B. Periodic special inspection: Some inspections may be made on a CMU CONCRETE MASONRY UNIT OC ON CENTER y' a o 3. Welding .periodic basis and satisfy the requirements of continuous Inspection. CONT CONTINUOUS OHD OVERHEAD DOOR `� r■ Roof Dead Load: 5 psf provided this periodic scheduled in is performed as Indicated in COL COLUMN OPNG OPENING _ to A. Certification of Welders: Section 1704 for the various types of work. CONIC CONCRETE OPP OPPOSITE '�'r 0O 2. Live foods: All shop and field welding shall be executed by AWS certified welders. CONST CONSTRUCTION OW OPEN WEB 5 Minimum roof live load shall be used In the absence of snow load. Welding procedure, operator qualifications and welding quality standards CNTR CENTER W When snow loads ado exist, the maximum of either live or snow shall be in accordance with the AWS structural welding code. DBA DEFORMED BAR ANCHOR PL PLATE 3 0 shall be used in design. DET DETAIL PLF POUNDS PER LINEAL FOOT. V C LL B. Electrodes for field welds: -DIA DIAMETER PSF POUNDS PERSQUARE:FOOT '� d Live Load; IBC.Section 1607.11 E-70XX shall be used for all structural steel connections unless noted - PSI POUNDS PER SQUARE INCH �".C' IX 8 {g, Roof otherwise, E-60XX may be used for welding floor and-goof decks. B. General Notes - DIM DIMENSION PT POINT �" `a o. On DS DOWN SPOUT FUR PURLIN _ 3. Snow.Loads:. C. No welds shall be applied to high strength anchor bolts without prior A. In case of discrepancies between GEM drawings and drawings for other 'DWG DRAWING Snow loads including drift and banking conditions shall be approval from the GEM Engineer responsible for design.. trades, the GEM drawings shall govern. _ 1 determined using Section 1608 of the IBC. EHS EXTRA HIGH STRENGTH RAF' RAFTER = 0 O V) RO, ROUGH O Q) y?� B. It is the responsibility of the owner to obtain appropriate approvals and ELEV ELEVATION t t Roof Snow Load: 25 psf permits from any and all governmental agencies as required. E.O.D. EDGE OF DECK RO ROUGH OPENING '� y,r 0 EQUIP EQUIPMENT SCHEDULE o 4. Wind Loads: C. The supplying of engineering calculations and drawings sealed by a EQ EQUAL SCH licensed professional engineer does not imply or constitute an agreement EST EAVE STRUT SHT SHEET Ill Method 1 (Normal Force Method) used in design of structure. STEEL JOIST INSTITUTE 4- U) that GEM,-or the design engineer is acting as the engineer of record or EXIST EXISTING SDI STEEL LINE O 0 ■ i a o 4. Bolted Connections: the design professional for the.entire project. These documents are EXP EXPANSION N Basic Wind Speed: 90 mph sealed only in reference to the components designed and furnished by EXT EXTERIOR SSR STANDING SEAM ROOF 0 M i� Exposure Category. C A. All high strength connections utilizing A325 bolts are shear/beoring type GEM. STD STANDARD Qu 10 W o f Importance Factor: 1.0 unless noted otherwise: Bolts in these connections are to be installed FB FLANGE BRACE STL' STEEL M � F and lightened to snug light condition.In accordance with AISC specifications. - D. The contractor is responsible for the accurate setting of anchor bolts FCA FRICTION CLIP ANGLE SQ SQUARE ■7 cm $ tyy 5. Seismic Loads: Snug tight is defined as the tightness that exists when all plies are in firm and erection of steel in accordance.with "FOR CONSTRUCTION" drawings FCP FRICTION CLIP PLATE SIM SIMILAR Q, H a c3 Z Static force.procedure used in determining lateral forces.from any contact and is usually attained by a few hits of an impact wrench or the only. Temporary supports, guys, braces,folsework, cribbing or other FDTN FOUNDATION STAG .STAGGERED O b. a O d✓Tii P F horizontal direction. Seismic forces are assumed to act.: full effort of a worker using an ordinary spud wrench. elements required for erection will be determined, furnished, and installed FF FINISH FLOOR TOP AND BOTTOM O V C < p noneoncurrently in the direction of each principle axis of by the contractor. This temporary bracing must remain in place until all FL FLOOR TCB �. the structure. - B. Threads are not required by design to be excluded from the shear plane components Including, but not limited to purlins, girls, sheeting, uplift and f0 FRAMED OPENING TCB TENSION CONTROL BOLT Q■S unless specifically noted otherwise. Flange braces, are installed and properly connected. The building shall FTG FOOTING THDS THREADS '-W. _ G Seismic Factor: Ss = 0.287 not be considered stable until all connections are complete. FS FAR SIDE TOD TOP OF CONCRETE iy - Si = 0.090 C. Hardened washers to be used on all oversized holes or slots ;TOp TOP OF DECKING 'C O i TOF TOP OF FOOTING �(I) L' E Site Class = D E. Foundation design or any other concrete design work is not by GEM. The GA GAUGE TOS TOP OF STEEL /DECK BEARING 2 4W m o� Importance Factor 1.0 D. All bolts and nuts to bestored in a clean dry place. foundation.engineer..is.solely responsible for determining the applicable GALV GALVANIZED Z p load combinations which will govern the design.of the footings, GEM GOLDEN EMPIRE MANUFACTURING -.TOW TOP OF WALL .1' E. GEM uses.the AISC formulas for determining the required anchor bolt -.TS TUBE STEEL X foundations, and k 6. Auxiliary.and Collateral Loads: diameters. These formulas are based on a steel-to-steel shear plane. f piers. In addition, the foundation engineer Is GR GRADE 7YP TYPICAL 0 ? w responsible for determining the required anchor bolt embedment length GRD GIRDER jQ Loads to be applied uniformly over the horizontal projected areas the foundation engineer chooses not to use an embedded shear plate to and all details for the transfer of all applicable shear and tension.loads H +( of the structure unless specified otherwise. transfer the required loads to the foundation, the foundation engineer to the concrete footings or piers. HB HORIZONTAL BRIDGING UB UPLIFT BRACE t,. shall provide alternate details to GEM which will develop the full capacity of HED HEADER UBC UNIFORM BUILDING CODE w Roof,Load: 5 psf the anchor bolts._ F. Anchor bolts and any other items embedded in concrete, including, but not HT HEIGHT UNO UNLESS NOTED OTHERWISE � e limited to masonry fasteners.and anchors are not by GEM unless HORZ HORIZONTAL G 5 { 7. Load Combinations: specifically noted on the plans. - HSA HEADED STUD ANCHORS VERT VERTICAL L_ w GEM Building shall design all primary frames and secondary '�• members in accordance with load combinations as specified G. Observation visit to the project site by any employee of GEM Building Inc ICBO INTERNATIONAL CONFERENCE OF W/ WITH ZZ Z - in the applicable shall not be c nstrued,as inspection or approval.of construction.. BUILDING OFFICIALS W/O WITHOUT C v a a IN INCH NBC WIND BRACE CLIP buildingcode. 5. Open Web Steel Joist and Girders 'WIND COLUMN CLIP y' Ls O P H. These drawings and all information contained herein remain the properly NSUC INSULATION WCC ,6 of GEM buildin Inc.. All rights are expressly reserved and they may not INT INTERIOR WP WORK POINT .; f. A. The steel joist and girder supplier shall be responsible for the design of all 9 9 .WIDE FLANGE 0 z steel joists and girders, employing the direct supervision of a licensed be reproduced in whole or part without the expressed written consent of WF WELDED WIRE FABRIC professional engineer. GEM Building Inc. These drawings shall.be returned to GEM Building Inc., at JST JOIST BEAM WWF .f•. �.' 0 O its request. PIECE MARK OR QUANTITY - f) 13 I B. Camber: All joists and girders are cambered per SJI specification unless KLF KIPS PER LINEAL FOOT NUMBER OF STUDS 0 M Q �- noted otherwise. KSF KIPS PER SQUARE FOOT �. II 2. Structural Steel K KIPS A. Material Specifications: C. Field Modifications: Do not modify any joist or girder, including holes L it Q through the top and bottom chords without the prior written consent and S 1. W Shapes ASTM A992 Fy 50 ksi. Except as noted direction of the GEM Engineer. 0 Q 2. Plates ASTM A36 Fy= 36 ksi D. All concentrated loads exceeding 100 pounds must be located within 6 inches v - 3.Angles and Channels ASTM A36 Fy= 36 ksi Except as noted of a joist or girder panel point.. Joist or girders with loads greater than 6 '�+ U K 4. Girders and Joist:ASTM.A36, ASTM A242, ASTM A529 inches from a panel point shall be reinforced with additional web members ASTM A570, ASTM A572, ASTM A588 with the appropriate size and field welds to be determined by the GEM 0 ,M 0 Q Z W R Chords engineer. ~ +;c Fy= 50 ksi w W Webs E. No loads shall be supported from joist bridging. TABLE OF CONTENTS z - Fy= 50 ksi , •( w V Fy= 36 ksi 1. 5. Tubes ASTM A500 Grade B Fy= 46 ksi J 6. Pipes ASTM A53 Grade 8 Fy= 35 ksi C O 0- < Z G1.01 - 7. Cold Form Light Gage ASTM A570 Fy= 55 ksi - LLJ 8. Brace Cable EHS ASTM A475-72 ANCHOR BOLT PLAN y„ p V) O 9. Headed Stud Anchors ASTM A108 6. Metal Panels - - 10. Anchor Bolts ASTM A307 J :) N. Structural Bolts - A. Site Storage: Metal panels not promptly erected should be stored off ROOF PI A AI G2.01 W Ze Z U a. Primary Steel Connections: the ground with one end elevated for drainage. All panels should be L/11V /\ Q 3/4"diameter A325 Type N unless noted otherwise protected from the elements with a waterproof covering. a;f = b. Light Gage Framing Connections: SSR/DECK PLAN G4.01 W 1/2' diameter SAE Grade 5 unless noted otherwise B. Erection: When placing bundles of metal panels on the roof, P o B. Golden Empire Manufacturing (GEM) is an AISC Conventional Steel Structures core should be taken to avoid overloading the supporting structural and Complex Steel Building Structures Certified Fabricator. GEM is also an members. All panels shall be placed in accordance with the SIDEWALL/ENDWALL ELEVATIONS 0`6.01 0 approved fabricator of structural steel - reference ICBO Report FA-340. GEM drawings and the appropriate details. Roof panels are not to be V IVJ Fabrication complies with the latest edition of the following codes.and placed on steel joist or purlins until such members have been permanently v .� 0 ' standards: fastened and all joist bridging has been installed JCL V O l SIDEWALL/ENDWALL SHEETING G7.01 AISC American Institute of.Steel Construction "Specification for the CROSS r� /� I '0'^ Design, Fabrlcation, and Erection of Structural.Steel Buildings" BUILDING CROSS SECTIONS G8.01 V 1 1� SJI Steel Joist Institute "Standard Specification and Code of _ ,_ I Standard Practice" STRUCTURAL DETAILS D1.1 D1.2 01113 J AWS American Welding Society Structural Welding Code" ry �� gX BUtI� Ii COLD FORM DETAILS D2.1 0 :1 AISI American Iron and Steel Institute :Specification for the Design of v s �k. Cold-Formed Steel Structural Members d 0 J MBMA. Metal Building Manufactures Association "Law.Rise Building Systems SHEETING DETAILS D3.1 4) 1.,. !, ) Manual" ... O �g%G P Q II 0U 3 FORIB I FOP $EP 11 2003 � 'a SHEET RbC.E�VED rn G0. 01 SEP 18 2003 t I- JOB NUMBER HANSEN-RICE,INC. 03601 ,S ffff Z w (A p 1 Lao 3Vi, 0 CENTEF ^ Of S�yY61 1Pe4 LINE 2 • D 0 1.1'i' 13'4' I^ cC I (q) 3/4,.0 I A O C C = m rn BOLTS vi 8 IS� 25'-0" 25'-0 R t14! y' 0. 7 4 = N'i .,� STEEL C ,� 6LINE G Zo xi ANCHOR BOLT PATTERN3�, J'U K W Q 7 F i 1/4 SCALE C C) N o W Q 0 C o d 0 0 0 0 'a W N Or o o 0. ® Z Zocq o 0 cm T— T o M a �+ z a o c a a p ED g �. Z , j y ° o 61 �o X1 C ,L p lu fdI s = C Z O ;i c c ° ~ � lu O rJ Z C O 0 _ Z Q 3a-- — 1 p w Q a x1 O v V I— 0 C w J O m J w O s I s o J Z 'a upi Q Z .i LiJ = Q xt 1 xt 1 0 - — �1 .Z STEEL II,, � INE V O O t '�9 O 0 _I LD �c L eT Ewa FOR 50101' FIELD USENLY 9 O 4o�Q�Ex Bu,4o NOT FOR p v RECEIVED ice+ i3 J ...)J ANCHOR BOLT BASE IC NUMBER EASE S OH D SEP I H�� 0)'O, Z PATTERN IEy'x8"x8" HANSEN-RICE,INC. C = NOTEi3 w X 1 FINISH FLOOR ELEVATION 3477'-0". W M5 3)ALLOW 2'PROJECTION ON ALL ANCHOR BOLTS. N 2� ASSUMINGBOTTOMFNOOLUMN GROUTBASE UNDERLCOLUMN BASE.. •C SHEET ' LEGEND 4)ALL ANCHOR BOLTS TO BE A307. G1 . 01 i JOB NUMBER 03G01 k �I >1 � oaEe'P s6� E H O ZO O to L() 0 = to O Ixm od 1P U �9 S a d0&d �P W LU i W �11 o C{� t1 O ❑ � C B' Y = =O_ �N N � E 25'-0" V � Z 50'-044" 45'-01/ie"40'-0Vie' 35'-OV 30'-OVI" 25'-OV." 20'-OY,, 15'-OVb" 10'-OV" V-OVie" M a F III U 4. 6 STEEL W8 )10 I cm N A LINE 524 A4 W12x14 S70 101 0 0 d � ¢ o ,E a , w EQUAL EQUAL EQUAL - W qw a in 4 ZP11O0/4Z14 5 ZP11013V4Z14 r' O I _ LL N 0 Z O ' � 0 � 3 � w o `15 0- iao X INDICATES LOCATION OF Lix1x18 GA BRIDGING. M(A2 m O SCREW BRIDING AT ALL CONTACT POINTS, LAP AT SPLICE. Wex13 ea WI8x71 >j IL O o o SEE DETAIL 200 SHEET D2.1 FOR BRIDGING DETAIL. 5 100 L. w � < n BANDING DETAIL " mCPO o 6. c Z) " TYPICAL GRID LINE 2 THRU 3, AND 5 THRU 6 sec 0�.' x I,' a 4 ZP410x3V.Z14 O �' N \ oZ In N = = W w m J 0 oe v i U a uJ ��,�� @GP '�• 5 ZP410x3NZ14 / k O r?� S2 A q m p/ m �S �g wl x oo G! d c o g W8x13 r ,i 0 O Q O UJ CD S 4 ZP410x3V4Z14 5 ZP410x3V4Z14 d O - I c s 76 ~ 'gyp u C 7 s 5 O a Q i W8x,3 0 '6 z BS WI Bx86 - 2 a 0 U J 3 s10 wo CL O Q z N V in 1 m y z L C9 t TYP 'L ,4 C W V) U-- '� Q ` z of 4 2PI 10.3U Z14 5 ZP110x3V Z14 O 'O H w Z z 0 Q c g W 2 STEEL A6 W12x14 1 10 N Q I1 2 LINE ( 83 1i I u 520 W8X10 W8x10 _ 3 O TYP , jr a O_I tl = U I1� 'c 1 Bv1L DIN F,EL�OSEtyLI. oeu/co tier y e l rD N1 FoR SEP 1 Z N0 3 c d O 1)HURLIN5 ARE LOCATED WITH SLOPE DIMENOW4 'ey r. (, MEASURED FROM LINE A. S 2)ORIENT TOP FLANGE OF PURLINS TOWARD LINE A. L SHEET I® RECEIVED G2. 01 HANSEN- 4 SEP 1 6 2003 '� 11 JOB NUMBER t""jly, F 03601 (� RICE,INC. F y� moatiEa sou Ewi,' bo Ob ,b J w to o = o h I► a W � W O o :I. C ^ Tm =�; C j 50'_0" �V .N i O E 25'-0" 25._0„ Imo, V Z � � U 39 = N 10 STEEL IC 6 LINE 13 O O V vi U a� 1 N 111 A O < 1- t� c O U I 0 z 003 � W 0 O M C z o G! CL 30o C 66' _ v } = M N \ 3. L ® Q' 0 O O = z o a � yf = O m c 't�l Its m s Av1 L, v m c 13 W O ++ C c W ,O E a L W W v z C c O f— } o C O S 1— p O A.�� Q ti R v J �w z W m a O {0 W J W (n c CL Q Z .C! w O u` cwn Z w w Z Z p C > Q 2 10 Li I- 'cws, p cn IIiLC STEEL W t�l 2 LIN E V 666�, _ = O '�� 120 •�,13 O jJ� DOWNSPOUT LOCATIONJ 3 D 1 Q CIl � i CD �Yl u° BUILD ' G PEF*'T O FOR BUILD"' U'E v NOT FOR r = dl SE.P 1 ZDD3 .O Qf C N ,PLC _ 1OFOR DOWNSPOUT CONNECTIONS SEE DETAILS ,7 1 T56,T59,&T61 ON SHEET D3A, ((f L RECEIVED SHEET H' SEP 18 200 G4. 013 ,O pe. �3��! F JOB NUMBER . HANSEN-RICE,INC 03601 11� - rs :r? 4; ` i�.u+`0 y0 6b �C 0 O c r 1�w CC o b P V G IL �ypbd 0T W W t7 \ C)w rn m t 6 5 4 T 2 co 4N A H '� E w � � o 25'-0" 25'-0• 25'-0" 25'-0" CL F 3 C 6._}" 6._}.. 6._3. 6._}. 6._3.. 6._3.. 6� 3 6. 3" 6._3• 6•_3^ 4" N z �. 0 O y� i5�il 34 0 NEW(Z100)8x2VZI4 1. I NEW(Z 101)8x2Y Z14 1 TYP E%IS IING ZG5)8x2VzZ I4 EXISTING ZC4 8x2U 214 4g Q) Q O fYP Sl4 I TYP I C W ±TIPI I 29 = I EXISTING ZG4 8x2VhZ,4 NEW Z701 Bx2Y4Z14 EXISTING ZG5 Sx2y Z74 NEW Z105 Sx2Y+T72 2 I O ~ oN w .I I I I cp7 I I;khil 1,f e I (C100)6Y4C 6 I TYP � 43 O zi I 8YZ14 8x2IY4Z14NEW 00--,4 NEW ZI01� N N +EXISTING ZG24 8x2Y Z74 O H Z S 0 O LlOxVb GIRT lGe 102 iYP C2 O'(4 SUPPORT(TYP) 1 TYP 2. � 3' u � Q O W N m DOOR C ZZQ OI TYP C22 Q.� J 'T 53s 2. a C } N n V U cloo l C38 Q�X s I� FRAMING ELEVATION LINE C' N C = w d o m .FIELD MODIFY TO FIT ' (I >V v rn ZZZ O � � W S o Y } L 5 W a CL E b o f1 L O W d m Z a = O hl A � C O T T cslo�pp 1= 25'-0" 25'-0• 25'_0" 25•_0" c .};. C) O C Q V ^'s. -r Li6._3.' 6'_3. 6•_3•� 6'_3.� 6._3�� 6'_3�� 6._3�.a' ya = G g =O �(9 O Z O � u_ � o Q E Z v w TYP C29 '� cf }I( (Z706)8x2 Y4Z16 2 (Z704 Bx274212 . Ld V' J ffI ) I I (Z103)8x2Y4Z16 I (Z106)8x2Y.Z16 r. G _j X 'w^^ ly I C2 (CI018x2Y4C16 'I C2 I I " j 0 w I V TYP 2 TYP C26 - I I 2 TYP /9 = .� J W F I I I I. 41 O LZ Z_ w Zl02 5.2Y4Zl4 I ZI08 8x2Y4Z16 C2 2. Z710 i i Z10}8x2VZt4 ZI02 Sx24'.214 m ++ I 1 Z Z a 2. TYP 8x2Y4Z16 LLJ Q 1 14'x 14' ' F = = w ry W\ I I I(Z107)8x2-YZ16 C100 O.H.DOOR o 9 I I I �Y w �., Zl02 8x2YZl4 0 Bx21 YCi6 x Z710 ,i Z703 Bx2Y4Z14 1 (Zl02)&2VZI4 �T\ m 8x24 Z16 Ll xl x4t GIRT U r o 102 TYP V = Q 3'x 7' (Z109)8x2Y.Z16 LIx1xY.GIRT ' Q SUPPORT(TYP) �. 1 WALK n SUPPORT(TYP) Q � DOOR 'I ,i I 104 C22 TYP 104 i J`n i 14'-0" 4'-6" •m r t11 FRAMING ELEVATION LINE 6 FRAMING ELEVATION LINE 2 O o°�P tics )'+ t-UR BUILDING PERN11T ONLY d U NOT FOR FIELD USE c 4) SF",P '20[': G O NOTE: CUSTOMER TO VERIFY ALL DIMENSIONS ' ,} O ALL DOOR OPENINGS, L RECEIVED V SHEET SEP 1 8 2003 ) G 6. 01 HANSEN-RICE,INC. F' JOB NUMBER. 03601 '� I a >+ o Z 0 i1R = N O i7a Irt`J �W w P ijij,,99 K �yU 0Q `I If ud ww w ao � C C rn o, 6 5 Q4 3 2 _ uv Z 0 25'-0" 25'-0" 25'-0" EL U _ c c a) = N N 0 O_ O I' 4) W 0 1 � � OW �CL a 0 E0, LU a a I 1 aoslM C C y O N I� a 40 54 W C� 3. 3. ,,Qnn '3 N w 301 V N � -0 d N d a o 3 z 7 V }% LL C) Z N WALK W L G C4 ' .! DOOR �I C.N a. > j In N 1 M g c C S n \ Z ,(1 ii FRAMING ELEVATION LINE C' O C $d to I = o m -EXISTING PANELS®LINE A TO BE �N C 'L O � I�q�l REMOVED AND REINSTALLED®LINE C' m C fK y1 °Yy V L V O' z <L1 C s Q� 4) a C E^. C Z U �' 9 a Q ,L . , O O Lu 0 -c S Z g 1 S s c in O a Q Z so'-o so-D C C > _ 0 U O 25'-0" 25'-0• 25'-0" 25 0 V Q Q d Z w W A _1 a0. w W J W J � GJ O W W Z _ 'p J Z_ N W N _ > 2 = o N '- � _ 's 's 'x o �" 's °s 's o °s^ Z I• O O I• , V J F aIt! � � O w 14' 14' O z `yV � 3o j ,CL 1 O.H.DOOR 1 P� 3'x 7' �_. y WALK yp DOOR 49 N dl x Bu r I'-O' 1,3'-0" I ".-D. ITS _ 1 FRAMING ELEVATION LINE 6 FRAMING ELEVATION LINE 2 SEP I ti C C !, C FOR BUILDING PERMIT ONL tI NOT FOR FIELD U2E O til RECEIVED SEP 1 8 2003 � SHEET y G7. 01 s HANSEN-RICE,INC. I- JOB NUMBER s 03601 1 A yqJ� E o � Lo o0 s a v o 0 v j O C g C�N C O y„ O. 1 C = o 0 d K o E � & N a I C O c o N 1 0 N i a o A dl Qo z �cb g gCL .I O `. U } n \ 5" CL c S \ Al w O W O � 2 LMn F O 12 �.= N 2a v O m 4„ ZEE P(1RLINYP) Yxr- 'N c 6 m O m .- m V L fJ Z JJ X O ,M _ h 3 4 WF BEAM I -c m 8 •I EXISTING WF COLUMN o a r, WF COLUMN - •E W .� i w L O W ZEE GIRT a O •i 0(TYP) - f0 7 = O C C c � 4 0 u � �> Q O F M O U v F- Q Z N z LE.I N E �� U BUILDING SECTION ® LINE 4 C W J C L. Q Z U 1 c N CD ++ W Z Z Z 1 c ' w = o a� 0) O O 13 L I CL :F a�g I ,0. �Q�Ex aU14 O O C, u v SEP 17 2003 w ON = FOR BUILDINGFIELD UA'TSE '3 � NOT FOR i 'O SHEET -� Ht�t��t� N G8. 01 SEP 1 8 2003 .0 HANSEN-HICE,INC. JOB NUMBER 03601 Z PURLIN Z PURLIN EAVE STRUT EAVE STRUT INTERIOR RAFTER ENDWALL RAFTER `` , 19 F ® (6)V2"O x Iv•' J , n tl O SOLI 0 x Nx" BOLT GR 5 'h 0 x IVx Z PURLIN E V� G E k BOLT GR 5 BOLT GR 5 Z 200 A•'�O. (4)V1"0 x 14i' (2)V2"0 x lU" Z ® BOLT GR 5 BOLT OR 5 'O N Z N In a T o O " � ° N P G- S 0 0°_ _ TI RAFTEINTERR GPOk RAFTERENDWALL G N%POk LU ya ICY x4xREO'D ICY x4xRE0'D N1 \\ < o n ® UB L J L 2x2xm7Y2"O 1 1 1 1 LU2x2x4',e C Crn m a4,r' o O ro o'° Yia TYP. 'N f x 1V" 'V y y� COLUMN COLUMN BOLT OR 5 IC9a3x3(TYP) E '{ M. INTERIOR RAFTER O p �. a 0 O S19 Z PURLIN TO INTERIOR RAFTER S2p Z PURLIN TO ENDWALL RAFTER s23 EAVE STRUT TO RAFTER s24 EAVE STRUT TO RAFTER S28 UPLIFT BRACE TO Z PURLINS z z K r~ U. BRACE CABLE E W NUT BRACE CABLE OR BRACE ROD RAFTER 00 d N ..J FLAT WASHER EYEBOLT WF RAFTER Q .xl HILLSIDE WASHER I WF COLUMN C O ~ O N O Z T Z OR C GIRT W �I CABLE GRIP I NOM.4 /�O�1 OF COL. (2)Y4"0 2" V W BOLT A325 (4)Y°"n x 2" H a rra STD WF GAGE b. LLJ STD OWF GAGE 'y2�V3"y�2Vz'I O O Z < O CABLE OR I HILLSIDE WASHER I I I >1 AL Q N 'o O I I� ICVxxexREQ'D O '� N QZ L�i j� II EYEBOLT FLAT WASHER ICVxxexREO'D BRACE CABLE - V N.S. O ` N O O U 11 WF COLUMN NUT FIELD LOCATE HOLE Vr F.S. L" FOR.BRACING BS W�aF�S C. e a n II WE Y II S A, O Z Q \ COLUMN '�'� o ... O m WF COLUMN •; m CPi x O "m S34 BRACE CABLE TO COLUMN TOP@BRACE CABLE TO COLUMN BASE S44 BRACING THRU GIRT S103 R AFTER TO COLUMN OWF RAFTER TO COLUMN y w ai C N, c S . z � '(n 'a _o C m O I— 'c0 i 0 c c a.0 s'>1 Q O U �0 v V I— p Z W z W 1 0 Im. Q J J C i f2 Q Z { _ 0 LL N U Z Z _ > > m w cn + C) 0 W L . a 0 x. m m SEP 17 2.00.) c � i t F ot'AIT ONLY =O ( FOB OT FOA�I L� C lJ� 13 L - FCCEIvtU V SHEET SEP 1 8 2003 N D 11 F HANSEN-RICE,INC. 'S F JOB NUMBER L 'S 03601 { 7� EXISTING OW GIRDER EXISTING OW GIRDER d S� TRAXX 2 SCREW >1 etc _ ( .)1 V4 GALV °`gyp YxO EAVE STRUT E �;,.� o S f %f RAFTER 3 16 OZ t O y 3A, FIELD COPE AND rn In o p WF RAFTER }I¢ FIELD COPE BEND ANGLE FOR (A7)rsaxaxv. - 1 3/16 Z-GIRT AANGLE FORTTACHMENT \ ATTACHMENT i$ ® 12A14xiVaSCREW r162-12 TVP(4)Y�"0 AJ25 BOLTS ® a(cALv.) LLI L 1xixYe L ixlxVa ro o ® (3) "0 A325 BOLTS O FIELD COPE AND V w o n Iev,• ( /�vr BEND ANGLE o I / EXISTING WF COLUMN = 0 rn rn TRAXX 2 SCREW TRAXX 2 SCREW 12-14X11/4" 7 12-14xI V4 (GALV.) _ Sk I (GALV.) NOTE: L y �, • INSTALL TS4x4x1/4 COLUMN TO REINFORCE /// FIELD COPE EXISTING W10x12 COLUMN. L, +j EXISTING Wf COLUMN— Exlsnrvc Wf COLUMN Z-GIRT ANGLE FOR Z ATTACHMENT �C �, F s V) 100 WF RAFTER TO EXISTING 101 WF RAFTER TO EXISTING 102 GIRT SUPPORT DETAIL 103 GIRT SUPPORT TO EAVE STRUT 104 COLUMNS C� LINE A-2 & 6 L N WF COLUMN WF COLUMN 3 E o n LU c , N s 0 d oZ W � � d 41, c on Z ¢ o t ® Z g o A CL 91. 311 _ aa rn C.c 3sn •� y 0 z. N c � c fY m C1 a F. Lax 0w W sic a E ,_ w t C �' z$ a p 0Lu s Mr Z c c r U p = s c 0 +� Q 0 = >, O J CU C 'a0�+ 0 CL Q Z FF-- !�C v Lai Li 0 IIj 0 W W J Q of ra{ -.0 -J Z Z >LJ ¢ � w = o *' Oq C- ,= L � g, 4o�e Xtic� I El Q�111_D1dG 1 FOR SE. M*a NUT FOR F LD C L SHEET RECEIVED y D 1 . (/�L SEP 18 2003 .c HANSEN-RICE,INC. JOB NUMBER 03601 NOTE: FIELD LOCATE HOLES NOTE. FIELD LOCATE HOLES IN JAMB, IN GIRT. J Yea C IAMB--, IZV°x6xRE0'0 C JAMB (BOLT GR 15x Z w wo - Oy0 O6 d C z � _ (2)Vz'0 x 1U" (FP8)P4iex2x7V C JAMB i BOLT CR 5 .. (L FAB L 2x2x7Sax7Y (T7P.) Z GIRT � 1C a � d (FPB)IE�ax2x7Vz G Z GIRT (2)V2"0 x iU" W w BOLT GR 5 C HEADER (JC2)L 5x3xUx6 In In M 1$ Z GIRT JJJ 2Va"GIRT FLANGE v v W L (FAB)L 2x2xY-7Y Z GIRT 3Vz' GIRT FLANGE O o COLUMN • is _ \\ V2"0 ANCHOR(BY OTHERS) (FAB)L 2x2xYiax7Y (4)V2"O x IV" O FLOOR a BOLT GR 5 OI'y E In EDGE OF • •° • • (4)1h"0 x I5 'Le CONCRETE • • ° BOLT GR 5 4 3 a (FP8)If-ex2x7V2 C JAMB O a° 4�. a a C JAMB TO FLOOR Z GIRT TO C JAMB cgs C HEADER TO C JAMB cgs C JAMB TO Z GIRT o 0 c2 FLUSH GIRT TO COLUMN c22 c23 ` 3 f+ NOTE: COPE AS REQUIRED Z GIRT , L > O ! AROUND COLUMN BASE. I E a VNi i*! d IEbx6xREQ'D (2)�h"0 x 1Vi' 7 ¢ V"0 x iV2" BOLT CR 5 :A RAWL NAIL OR EQUAL (TYP.) O II (4)PER 10'-0"PIECE 2'OVERLAP �. O (8Y OTHERS) (TYP) �OO '�'+ 0 O TRIM BASE — — — — — -2 SCREW o N Z ¢ O BOOR 18 GA. (2)12-14 x 1Vi' 0 • °• GALVATRAXX O M (TYP.)NIZED O a N g p O CORNER COLUMN $ r H.. O V 7 O \ CONCRETE • a EDGE OF N ° GIRT BRIDGE 18 GA. FIELD COPE Z GIRT L C N Nl ONE PIECE TO CLEAR WV4,6xREQ'D �/ 3 \ MITER&BEND COLUMN MM 1{ p •n > _ p p y k O y� rp l cis TRIM BASE TO FLOOR c55 GIRT BRIDGE TO GIRT W � d M ,L U eC q IL O � -o S C c O 0) p f R i fa C 3 = LL a) ui Z Li o c .� p � w LL V) N w Z a 0 m = W = U .a 0 N W v � ,0 G CL CD BRIDGING LAP AT PURLW ,� L EAVE STRUT e EX BUIED 'o SEP I-, lzu O v Ltxlx18 GA.BRIDGING 12-14 x 1V4" TRAX%2 SCREW W/O WASHER PERMIT ONLY = O GALVANIZED/0WA FOR BUILDrIN C EACH PURLIN ig0T FOB uc(= (TYP.) L SHEET`1I RECEIVED D 2. 1 SEP 1 8 v + 200 PURLIN BRIDGING HANSEN-RICE,INC, JOB NUMBER 03601 CUTTER WALL PANEL JAMB DOWNSPOUT :.I (CENTER HI-RIB WALL PANEL ADAPTOR $ O x N o = '{ OVER STEEL LINE) = N 1'.' h y� 12-14 X TV." G�' IL Ud STEEL LINE TRAXX 2 SCREW GUTTER GUTTER LU PANEL COLOR _ )J W V4-14 X Ua" DOWNSPOUT t ,W,n (RT-10) TRAXX 1 SCREW (RI-14) ADAPTOR } V 3RI 0"CO/CR v"' I N e I r v 0 O \ WALL PANEL I' r E c I� (RT-12) (CUT AS REQ'D) O 12-14 X 144" q+ ( / WALL PANEL TRAXX 2 SCREW FLAT SEALER TAPE FASTENER RIVET '� \� L' N (CENTER HI-RIB TRIM COLOR HEADER y OVER STEEL LINE 3'-0"0/C L ' FIELD CUT HOLE (B)Ye"OxYe' STEEL LINE FASTENER k14A POP RIVET L Z DOWNSPOUT fl. O y. C I Too OUTSIDE CORNER DETAIL Tog JA TRIM DETAIL T54 HEADER TRIM DETAIL T5$ DOWNSPOUT TO GUTTER ATTACHMENT �L-4 u MB 3, o .a %w (RT-19) STEEL LINE E 6. 2 t=n DOWNSPOUT DOWNSPOUT e PAN L0"0/CB'TRAXX 1 STANDING SEAM FRONT �� —� PANEL caoR ROOF PANEL v.-14%3 W O_ N TRAXX 1 SCREW S,.,_,..._ JD � FASTENER a1E c r Z GIRT PANEL COLOR ww11 GALVANIZED W LLO LG (RT-20) 3'-0"O/C n (BT-6) NERYOTHINSIDE CLOSURE W/ DOWNSPOUT PANEL UNDER ROTRI-BEAD SEALER C] Z BACK 12-14 X t t/a PANEL W/TRI-BEATAPE TOP&BTM W (7 1 p WALL PANEL SIDE LAP TRAXX z SEALER TAPEW/(2)FASTENER#1 O p PANEL COLORdl /11 N W k/ o ve"OxYe'FASTENER 14A F ((4))FASTENER N4 w 'I LL 1 LAP TOP 1 LAP TOP POP RIVET TRIM COLOR (2)EACH SIDE —� O UI Z 4 p t� INSIDE BOTTOM wsIDE Bo7roM—O WALL PANEL END LAP ROOF COLORQ1'-0"0/C BOTH SIDES `6 ^ a 0( ) / /� .( WALL PANEL 12-14 x I 1/a'TRAxx z OFASTENER/J74A�.� / \ tF RIVET 6 QZ0'� P03 SI ES FLAT SEALER TAPE CL NFASTENER N14AINSIDE CLOSURE � F In ORIVETsloes `� (RT-24) � (ftT-2o) �STENER SPACIIJG ®IfJ1ERMEDIATE GIRTS DOWNSPOUT FASTENER q Q L' BE U n o (3)PER PANEL 44 \ ELBOW ROOF COLOR EAVE STRUT !I FLAT SEALER TAPE 12-14%1 1/4'TRAXX 2 1/4-14 X 7/8'TRAXX 1 O m AT BOTH SIDES (RT-19) `� Z (RT-19) PANEL COLOR PANEL COLOR (BT-1) v,�� O \ DO FRONT UT —� SIDEWALL PANEL .s m C fK FASTENER SPACING ®BA ND AP A AND RAKE (� �, v z d O 3 o W T59 2 PIECE DOWNSPOUT SPLICE & ELBOW T61 DOWNSPOUT ASSEMBLY T76 WALL SCREWS 8STANDING SEAM ROOF GUTTER DETAIL s �® Lu • FASTENER 1E FASTENER#tE TRI-BEAD SEALER TAPE y ,y TRI-BEAD SEALER TAPE 7 IM COLOR TRIM COLOR STEEL LINE�+ 71 1R 0"OLD 1'1, 0/C ��STEEL LINE ,fl' U !' RAKE SUPPORT STANDING SEAM STANDING SEAM RAKE SUPPORT v Q ROOF PANEL ROOF PANEL FASTENER q5 ,` o W O O al 'ASOTENOE CdS 1._O.�O/C (BT-1) :{ RAKER TRIM I FASTENER p1 GALV.(2)PERE POPNER LIN RAKE TRIM N GALV. 2 PER PURLIN (BT-18) (BT-iB) 2 Z Q FASTENER Q4 L 4X4 90 PURLIN PURLIN L 4X4 90 FASTENER p4 18 GA. 18 GA. TRIM COLOR •� O U 3. .COLOR 3._0.O/C Q CL = Z C M O Q (n (GIRDER OR RAFTER) (GIRDER OR RAFTER I , I V NOT SHOWN NOT SHOWN ) V� 1-- i J Lu a. WALL PANEL WALL PANEL Ld (n W4- J Q a_ Lai Z 0 8STANDING SEAM ROOF BEGINNING RAKE T120 STANDING SEAM ROOF ENDING RAKE w 0 I j Z Z Q Y, R g W 2 y13 u TRI-BEAD SEALER TAPE WALL PANEL 4Vz" .I L'S O V-14xIV,N3 1 (8))PER PANEL M ly J 11)1W'EACH SIDE INSIDE CLOSURE GL I FASTENER HIE F SEAM THEN 3"O/C 12'-lAxl Va" V 1'-0' o/c TRAXX 2 SCREW y FLASH-DEK TRI-BEAD SEALER TAPE SP-2 1 )( I (SP-1)NIGH/LOW TRIM I, OUTSIDE CLOSURE O 711RT - W/TRI-BEAD SEALER wTAPE TOP&BTM. ZEE 'O O u s (� -U DOUBLE BEAD , 2003 Q� U rj+1 4 4 SEALER TAPE SEP 1^ c d ,1 a I STANDING SEAM EAVE STRUT BACK.-UP PANEL CLIP WITH ROOF PANEL .. IT PLATE (2)FASTENER/1 us GALVANIZED 4 4 CMU WALL QdCa F��'�1E ' C 0 7' c (BY OTHERS) ro 1'_2" HIGH EAVE PURLIN d 6. RECEIVED � SHEET 8STANDING SEAM ROOF HIGH/LOW DETAIL 301 SHEETING TO MASONRY WALL SEP 18 2003 's D3. 1 HANSEN-RICE,INC. JOB NUMBER I 03601 �j