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• <br /> PC <br /> COLOR SCHEDULE R <br /> SHEET STEEL TRIMS Exhibit D S I <br /> LOCATION COLOR LOCATION COLOR JOB NAME: PETERSON. JOHN 5o <br /> ROOF SMOKE GRAY (EE CAP SMOKE GRAY U- <br /> r <br /> W <br /> SAVE WALL` ROMAN BLUE GABLE TRH KESTREL WTE ADDRESS: 2880 FOX STREET JOB S:32039 Z S! <br /> GABLE MILS ROMAN BUE SAVE TRH KESTREL RETE <br /> SOFFIT KESTREL WHITE CURLER Iran ROMAN a,= LONG LAKE .MN 55356 If) <br /> 7 <br /> WAINSCOT SMOKE GRAY RABL9COT CORNER SMOKE GRAY PHONE 5; @-384-7160 SALES REP.:NOAH Z <br /> UPPER SHEATHING NA WAINSCOT TRANSITION ROMAN BLUE Q <br /> BASE TRIM SMOKE GRAY CUSTOMER SIGNATURE: <br /> SHEET STEEL INTERIOR/ fa <br /> GEM,LINER KESTREL NTE WIDOW AND DOOR HMS <br /> WALL LINER NA SERVICE DOOR TRRI KESTREL RETE J <br /> INCOT LINER NA OID TRIM KESTREL NTE DRAWING HISTORY Q 0 <br /> NSOL 0 2 <br /> PORCH CELNG NA ENDOW TRIM KESTREL RIVE REV.i DATE NOTES SIGNATURE I F M <br /> ELSER TRACK COVER M - <br /> I—r <br /> RUDER <br /> SLICER TRIM NA - CONTRACT - - <br /> VERSETTA STONE NA DER DOOR PANEL M <br /> A - <br /> ..SLgi <br /> BOLLARD COVERS M <br /> CUPOLA ROLLS NA MISCELLANEOUS A - <br /> CIPOIA ROOF M ROOF VENT TRH M A - 0- <br /> WEATHER VANE NA POST/BUM(RAP NA A - <br /> 0 SHEET INDEX GENERAL NOTES = <br /> �aNWy Q <br /> (/11.4 T TITLE SIFT L THE PLANS AND SPECS AS OUTLINED ARE BASED ON TIE D!SIFNANLD PROCESS OP Z •OUTLINED <br /> 55-I FLOOR MMI STRUCTURAL BUDDING.THE SIECORTRACTORS HIRED ST STRUCTURAL NN IGA AND THE O. - <br /> 56-3 ELEVATIONS STRUCTURAL SLIMING,SALES REPRESENTATIVE,R IS TIE BEEF OP STRUCTURAL DI <br /> SS-D SECTIONS SIDINGS AND THE CUSTOMER THAT THESE PLANS ARE ACCURATE DC <br /> IS-1 SCHEDULES 2.WHERE LACK OF NPORMATKNL OR AM DISCREPANCY SHOULD APPEAR N THE CO Ot <br /> CO DC <br /> DRARNGS OR SPICRIUTIONS.SETTEE INTERPRETATION FROM STRUCTURAL BISDMGS J = <br /> MHT BE RECEIVED BEFORE PROCEEDING NRH THAT PORTION OP WORK. < 0 <br /> LD <br /> 3.NO CHANGES.MODRYATTON OR DEVIATIONS SHALL BE MADE PROM THE PLANS AND H <br /> SPECS WITHOUT WRITTEN PIRMISSION PROM STRUCTURAL BUI DINGS. _ gl I.1 <br /> 1.ANT CONTRADICTIONS N THE PLANS.SPr.%OR APPUCASLE SULpNG CODES MCT BE = 0 <br /> BROUGHT TO THE ATTENTION OF STRUCTURAL SLLOMGS PRIOR TO RORK BEND <br /> PERFORMED.N THE EVENT Of A CONTRADICTION.TIE SUBCONTRACTOR MAY BE _5 \ <br /> REQUIRED TO PERFORM TIE MORE STRINGENT AT NO ADDITIONAL COST.THC DECISION rt1 <br /> RELES SOLELY ON STRUCTIRAL BIEDI GS = <br /> S.ALL SUBCONTRACTORS SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE PISLC <br /> AND ADJACENT PROPERTIES FROM DAMAGE {Y F <br /> I SUBCONTRACTORS ARE RESPONSIBLE FOR ANY CUTTING/PATCHING OP NECESSARY IU < <br /> PENETRATIONS TO INCLUDE SHE!TROCK.STEEL.POLY AND CONCRETE. IL C) <br /> t SIECONTRACTORS ARE RESPONSIBLE FOR SITE ORGAIRING AID DALY CLEAN IP. D_ N <br /> L SUBLD <br /> CONTRACTORS SHALL PROVDI STRUCTURAL MIMING,NIH OPERATION MAMLALS Q W <br /> AND SHOP DRARNGS AS REQUESTED. W ): < <br /> 1.UNLESS SPECRALLY NOTED THE PLANS.WISDOM AND DOOR LOCATIONS SMALL BE F ES Q <br /> CN <br /> ALLOWED LEEWAY FOR SIDING AND TREES TO BE BEST APPLIED. f- x p <br /> a <br /> IOUNLESS OTHERNY STATED.THE FINAL GRADING.INUIDING NECESSARY IMPORT OR <br /> 7 <br /> EXPORT IS THE RESPONSIBILITY OP THE CUSTOMER. <br /> P03[�60i iDi i 16357 0 DC <br /> o UJ <br /> L STRUCTURAL OTHEREADDRESS AND PROJECT SPECIFIC AND CAN NOT BE USEDST FOR <br /> ❑(©-9 ©O©L3 FOR I AMYENGINEER <br /> RPROJECT OR ADDRESS UNLESS WRITTEN PERMISSION C FRONDED BY SHEET <br /> Q04 POW 60Q©4WNIES'000 <br /> ORIGINAL exGINEER of RECORD. <br /> • T-1 <br /> • <br />