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<br /> _ _ SHEET TITLE
<br /> TITLE SHEET
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<br />GE~IERAE NOTES
<br /> C ~ ~ E DATA DRAWING INDEX REVISIONS 07.31.2007 BID PACK #1
<br />1. PROVIDE AND INSTALL ALL WORK AND MATERIALS AS REQUIRED BY THE 8. ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE DESIGNED AND - 2007 MINNESOTA STATE BUILDING CODE INCORPORATING THE FOLLOWING: AOT01 TITLE SHEET
<br />DRAWINGS AND SPECIFICATIONS - IN FULL ACCORDANCE WITH ALL CODES SUPPORTED TO WITHSTAND LOADS IMPOSED IBC 2000 APPLICABLE CODES - 2007 MINN ( ) AND ORDINANCES. 2006 INTERNATIONAL BUILDING C( CIVIL PLUMBING 08.24.2007 PERMIT ISSUE VAL BUILDING CODE
<br />9. INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD 2006 INTERNATIONAL FIRE CODE VAL FIRE CODE C1 CIVIL TITLE SHEET DESIGN BUILD
<br />2. INFORM ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES PRIOR TO CLASSIFICATIONS AS REQUIRED. 2003 MINNESOTA STATE PLUMBINi STATE PLUMBING CODE C2 EXISTING COND. - -
<br />CONSTRUCTION. 2006 INTERNATIONAL MECHANICAL VAL MECHANICAL CODE C3 OVERALL SITE PLAN
<br />10. EXIT SIGNS SHALL BE PROVIDED AS REQUIRED. SEE ELECTRICAL 2006 INTERNATIONAL FUEL GAS C VAL FUEL GAS CODE TAT N R Y C4 SITE PLAN S E E E G CODE FOR COMMERCIAL BUILDINGS C5 GRADING PLAN MECHANICAL
<br />DRAWINGS. 2004 MINNESOTA STATE ENERGY 3. INFORM ARCHITECT OF ANY EQUIPMENT, PRODUCT, OR MATERIAL 2000 INTERNATIONAL RESIDENTIAL VAL RESIDENTIAL CODE
<br />SUBSTITUTES PRIOR TO FABRICATION AND INSTALLATION. 2000 INTERNATIONAL EXISTING Bl 11. FIRE EXTINGUISHERS SHALL BE PROVIDED PER I.F.C. 2000. VERIFY VAL EXISTING BUILDING CODE C6 POND RETAINING WALL PLAN DESIGN BUILD
<br />4. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL SIZES, SHAPES LOCATIONS WITH LOCAL FIRE DEPARTMENT. 2003 MINNESOTA STATE ACCESSIE STATE ACCESSIBILITY CODE C7 EROSION CONTROL ~ SWPPP - -
<br />AND DESIGN INFORMATION. 1996 ANSI A17.1 (ELEVATOR COD (ELEVATOR CODE) C8 UTILITY PLAN LIFE SAFETY CODE C9 DETAILS
<br />12. SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2006 NFPA 101 LIFE SAFETY COI 5. DESIGNED TRASH AND RECYCLING AREA SHALL BE PROVIDED WITHIN THE N.F.P.A. STANDARD N0. 13. SHOP DRAWINGS FOR FIRE PROTECTION
<br />BUILDING. SYSTEMS SHALL BE SUBMITTED BY FIRE PROTECTION C10 DETAILS
<br />SUBCONTRACTOR TO RYAN AND THE FIRE MARSHALL FOR APPROVAL. C11 DETAILS
<br />6. PROVIDE MOISTURE RESISTANT GYP. BD. AT ALL TOILET ROOM WEf WALLS C12 DETAILS
<br />OR WHERE CERAMIC TILE OR F.R.P. IS INDICATED. THIS INCLUDES ALL 13. REFER TO ALL OTHER SHEETS IN THIS DOCUMENT SET AND PROJECT L1 LANDSCAPE PLAN
<br />JANITOR CLOSETS. SPECIFICATIONS FOR ADDITIONAL INFORMATION. CHAPTERS 3 USE AND OCCUPA AND OCCUPANCY CLASSIFICATIONS L2 LANDSCAPE DETAILS
<br />7. ARCHITECT TO APPROVE LOCATION OF EMERGENCY EXIT SIGNS, SPRINKLER 14. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ANY RELATED SECTION 304 L3 DETENTION POND PLANTING PLAN
<br />HEADS, AND MECHANICAL GRILLES PRIOR TO INSTALLATION. DISCREPANCIES. GROUP B -BUSINESS L4 LANDSCAPE DETAILS
<br />15. ALL EXTERIOR MISCELLANEOUS METALS INCLUDING RAILING, STAIRS, PIPING, ELECTRICAL
<br />FLASHING, GRILLES, ETC., SHALL BE PREFINISHED OR PAINTED. COOR TO ARCHITECTURAL
<br />BE SELECTED BY ARCHITECT. AOTD ONSTR I N TAN AR DESIGN BUILD 2 C UCT O S D DS
<br />CHAPTER 5: GENERAL BUILDING HEIGHT 3UILDING HEIGHTS AND AREAS AOTD3 EXITING PLAN -FIRST FLOOR
<br />TABLE 503 ALLOWABLE HEIGHTS AND BUILDING AREAS TYPE OF CONST.: TYPE II-B AOT04 EXITING PLAN -SECOND FLOOR
<br />GROUP B: MAXIMUM NUMBER OF STORIES AREA ONE STORY A101 ARCHITECTURAL SITE PLAN - - A201 FIRST FLOOR PLAN
<br /> 4 STORIES 23,000 S.F. A202 SECOND FLOOR PLAN
<br /> A203 ENLARGED FLOOR PLAN & ELEVATIONS
<br /> A203-1 INTERIOR ELEVATIONS
<br />CONTACTS SECTION 506-AREA MODIFICATIONS A204 ROOF PLAN DIFICATIONS
<br />506.3 AUTOMATIC SPRINKLER INCREASE A301 EXTERIOR ELEVATIONS JKLER INCREASE - 200% MULTI STORY BUILDING
<br />OWNER STRUCTURAL ENGINEER FIRE PROTECTION ELECTRICAL Aa- 23 000 Is = 46 000 -Aa=69 0 A401 WALL SECTIONS, DETAILS - A402 WALL SECTIONS DETAILS ~
<br />NEW BRIGHTON 14TH STREET L.L.C. NOTCH ENGINEERING COMPANY DESIGN BUILD DESIGN BUILD ~,D00 =Aa=69,000 ~ A403 WALL SECTIONS, DETAILS
<br />50 SOUTH TENTH STREET 1250 MORNINGVIEW DRIVE A404 WALL SECTIONS, DETAILS ~
<br />SUITE 300 MOUND MN. 55364 Allowable Area 69,000 s.f. per level s.f, per level A405 WALL SECTIONS DETAILS '
<br />MINNFAPOLIS,MINNESOTA 55403-2012 TOM NOTCH P.E. A406 WALL SECTIONS, DETAILS
<br />952.472.5566 Aa= Allowable area per floor (per tabl DEVELOPER 952.472.1577 At= tabular area per floor in accordoi r floor er table 23 000 A407 WALL SECTIONS, DETAILS (P ~ ) 1aor in accordance with table 503 A408 WALL SECTIONS, DETAILS
<br />NOTCHENGINEERING~MCHSLCOM If= area increase due to frontage as to frontage as calculated in accordance with section 506.2 A501 PLAN DETAILS
<br />RYAN COMPANIES US, INC. Is= area increase due to s rinkler r~ 50 SOUTH TENTH STREET p p to sprinkler protection(percent) as calculated A502 PLAN DETAILS
<br />SUITE 300 F= building perimeter which fronts on which fronts on a public way A601 WINDOW TYPES
<br />MINNEAPOLIS MINNESOTA 55403-2012 CIVIL ENGINEER MECHANICAL HVAC P= Perimeter of entire building (feet) building (feet) A602 DOOR SCHEDULE, DOOR & FRAME TYPES
<br />MR. MARK NORDLAND RYAN COMPANIES US, INC. DESIGN BUILD W= Minimum width of public way or c public way or open space(feet) A800 FINISH SCHEDULE FIRE PROTECTION
<br />612-468-4680 50 SOUTH TENTH STREET 612-492-3680 FAX SUITE 300 TOTAL BUILDING AREA = 120,000 S.F.(2 sty A901 FIRST FLOOR REFLECTED CEILING PLAN DESIGN BUILD 12D,000 S.F.(2 stories) < 276,000 S.F. MAX. (4 stories) A902 SECOND FLOOR REFLECTED CEILING PLAN - -
<br />( ) MARK.NORDLAND(~RYANCOMPANIES.COM MINNEAPOLIS,MINNESOTA 55403-2012
<br />DAN BOWAR P.E. STRUCTURAL
<br />GENERAL CONTRACTOR 612-492-4669 - 612-492-3669 CHAPTER 6: TYPES OF CONST ES OF CONSTRUCTION: S1 FOUNDATION PLAN
<br />RYAN COMPANIES US, INC. DAN.BOWER~RYANCOMPANIES.COM RESISTANCE RATING REQUIREMENTS: TYPE IIB S2 FLOOR FRAMING PLAN
<br />50 SOUTH TENTH STREET TABLE 601 FIRE RESISTANCE R~ SUITE 300 S3 ROOF FRAMING PLAN
<br />MINNEAPOLIS,MINNESOTA 55403-2012 LANDSCAPE ARCHITECT MECHANICAL PLUMBING BUILDING ELEMENT T ATIN S4 SECTIONS AND DETAILS R G HOURS S5 SECTIONS AND DETAILS
<br />JOY GJEVRE JAYRAM P.E. RYAN COMPANIES US, INC. DESIGN BUILD
<br />612-492-4477 50 SOUTH TENTH STREET STRUCTURAL FRAME 1E O S6 SECTIONS AND DETAILS
<br />612-492-3477 SUITE 300 BEARING WALLS JOY.JAYARAM~RYANCOMPANIES.COM MINNEAPOLIS,MINNE50TA 55403-2012 0
<br /> TION o
<br />CASEY HARRIS FLOOR CONSTRUCTION ARCHITECT 612-492-4654 ROOF CONSTRUCTION ION 0
<br />RYAN COMPANIES US, INC. 612-492-3654
<br />50 SOUTH TENTH STREET CASEY.HARRISQRYANCOMPANIES.COM INTERIOR NONBEARING WALLS & RING WALLS & PARTITIONS 0
<br />SUITE 300 MINNEAPOLIS,MINNESOTA 55403-2012
<br />TOM ROSZAK
<br />612-492-4298
<br />~ T herehv rerti{~~ that this elan snerifiratinn
<br /> CHAPTER 10: MEANS OF EGRES ,NS OF EGRESS: ONEW a• • ¦ ¦ .r 0 '01 O W EN or report was prepared by me or under my
<br />D I Z-4yZ-,)Z'JO ~rAX) TO M.ROSZAK@RYANCOMPANIES.COM 1004.1 DESIGN OCCUPANT L( OCCUPANT LOAD direct supervision and that I am a duly
<br />TABLE 1004.1.1.1 FLOOR AREA FLOOR AREA REQUIREMENT PER OCCUPANT 4 Licensed Architect under the laws of the
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<br />ABBREVIATIONS B 100 SF PER OCCUPANT R PANT = 120,000 100 = 1 = T State o f Mi sonne ta. E OCCUPANT 20,000 / 00 200 occ /2 600 occupants per level Y Ah county Road H W
<br />A.C.T. - ACOUSTICAL CEILING TILE DWG. - DRAWING HORIZ. - HORIZONTAL R. - RISER 'C]G Ywin Dries frd„an~e Ptar.;
<br />A.F.F. - ABOVE FINISHED FLOOR E.I.F.S. - EXTERIOR INSULATION HR. - HOUR R.D. - ROOF DRAIN a - Kr~:ata7 ! n Q tar Or LOAD = 600 occ. r
<br />ALT. - ALTERNATE FINISH SYSTEM HT. - HEIGHT R.O. - ROUGH OPENING TOTAL OCCUPANT LOAD
<br />ALUM. - ALUMINUM E.W.C. - ELECTRIC WATER COOLER 1. D. - INSIDE DIAMETER R.W.L. - RAIN WATER LEADER (n> ~ PoyryY~ny Lr T
<br />BD. - BOARD EA - EACH INSUL. - INSULATION REF. - REFRIGERATOR TABLE 1005.1 EGRESS WIDTH REQUIF y k, MuSfaMS Uf ,ii0; p S WIDTH REQUIRED PER OCCUPANT SERVED ;FULLY SPRINKLERED BUILDING asr • to
<br />BITUM. - BITUMINOUS ELEC. - ELECTRIC AL INT. - INTERIOR RM. - ROOM SUM = 600 X .15 = 90" REQUIRED 90„ REQUIRED Hr~
<br />BLDG. - BUILDING ELEV. - ELEVATION J. BOX - JUNCTION BOX REQD. - REQUIRED TOTAL PROVIDED=(504 PROVIDED) 4" PROVIDED l~'4 t? Mr,ur,ds AA t & p!f
<br />C.J. - CONTROL JOINT EQ. - EQUAL J. C. - JANITOR CLOSET S. C. - SOLID CORE TABLE 1016.1 EXIT ACCESS TRAVEL I CCESS TRAVEL DISTANCE - FULLY SPRINKLERED BUILDING °s. Jn Long 3
<br />C.M.U. - CONCRETE MASONRY UNIT EQUIP. - EQUIPMENT LAY. - LAVATORY S. F. - SQUARE FEET C.T. - CERAMIC TILE B = 300 FT take c Rtg;caat m Vdul KvV
<br />EXIST. -EXISTING M. 0. -MASONRY OPENING S.S. -STAINLESS STEEL CAB. - CABINET EXP. - EXPANSION MAX. - MAXIMUM SCHED _ SCHEDULE TABLE 1017.2 MINIMUM CORRIDOR WI 1M CORRIDOR WIDTH 44" REGISTRATION NO. DATE
<br />CLG. - CEILING EXT. - EXTERIOR MFR. - MANUFACTURER SECT. - SECTION TABLE 1019.1 MINIMUM NUMBER OF Creek i1i rgnt . ~ JM NUMBER OF EXITS FOR OCCUPANT LOAD yJ°'` +r 4 i 2d '7 Z
<br />COL. - COLUMN F. D. - FLOOR DRAIN MECH. - MECHANICAL SIM. - SIMILAR rad ~i .o z - 7 _ Conrdm p ~ ~ ~ C
<br />CONC. - CONCRETE OCCUPANT LOAD PER STORY 5( F. E. - FIRE EXTINGUISHER MIN. _ MINIMUM SLNT - SEALANT ER STORY 501-1,000 ACTUAL 600 3 EXITS REQUIRED 3 PROVIDED tin r3 _ d Late R« nd J; ? ' 2007 RYAN COMPANIES US, INC.
<br />CONF. - CONFERENCE F.E.C. - FIRE EXTINGUISHER CABINET MISC. - MISCELLANEOUS SPEC. - SPECIFICATION i n n iLake r. 3
<br />CONSTR. - CONSTRUCTION FIXT. - FIXTURE MTL. - METAL STD. - STANDARD - ` &arY.noll fk~ Cr,lh CONSTRUCTION FOR TYPE IIB =CLASS C; ROOF SLOPE 1/8 PER FT rndiar
<br />CONT. - CONTINUOUS TABLE 1505.1 ROOF CONSTRUCTION I FLR. - FLOOR MULL. _ MULLION STG. - STORAGE SITE JOB NUMBER HISTORY ~
<br />CORR. - CORRIDOR F.R.P. - FIBERGLASS REINFORCED PLASTIC N.I.C. - NOT IN CONTRACT STL. - STEEL
<br />CPT. - CARPET F.R.T. - FIRE RESISTANT TREATED N.T.S. - NOT TO SCALE STRUCT. - STRUCTURAL CHAPTER 29: PLUMBING SYSTEM CTR. - CENTER FTG. - FOOTING O.C. - ON CENTER TEL. - TELEPHONE MBING SYSTEMS: TABLE 2902.1 rte ;u ` /.~{L~
<br />DEMO. -DEMOLITION OCCUPANCY WATER CLOSETS NewEngWt0n tr y an WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SINK
<br />GA. - GAUGE O.D. - OUTSIDE DIAMETER TEMP. - TEMPORARY DEPT. - DEPARTMENT GALV. - GALVANIZED O.H. - OVER HEAD TYP. - TYPICAL BUSINESS 1 PER 25 FO Bh~tfr " 1 PER FOR FI T PER 4 FOR FIRST ft's E 25 RS 50 1 0 OR 80 1 PER 100
<br />DIA. - DIAMETER GYP. BD. - GYPSUM BOARD P. LAM. - PLASTIC LAMINATE V.C.T. - VINYL COMPOSITION TILE 1 PER 50 RE 1 PER 50 REMAINDER 1 PER 80 REMAINDER LmuaW Or A,-2
<br />DIM. - DIMENSION H.M. - HOLLOW METAL PLYWD. - PLYWOOD V.W.C. - VINYL WALL COVERING TOTAL REQUIRED: 13 pe z - _ Gramsm Rd .;r 13 per story 8 per stor
<br />DN. - DOWN H.V.A.C. - HEATING, VENTILATING & PR. - PAIR VERT. - VERTICAL P ry P Y 6 per story Gimmra,Am: 6?h St Nv, m r1l st rnv A t% YalearGra Lake
<br />DR. - DOOR TOTAL PROVIDED: 18 ei AIR CONDITIONING PT. - PAINT VEST. - VESTIBULE 18 per story 8 er story 4 per story
<br />DTL. - DETAIL HDWR. - HARDWARE Q.T. - QUARRY TILE WD. - WOOD Hansen 7 ^^~~~~7,,TT c~ c,.y Hw true Sr ~ SHEET NUMBER
<br />AOT01
<br />DRAWN BY CHECKED BY
<br />LBITR JC
<br />JOB NUMBER DATE
<br />070061.000 08.24.2007
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