09/14/2005 P&Z Packet - Laserfiche WebLink

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1)705ATON NOTES 1) FOUNOA00 HAS BEEN 85001 0 AS SPREAD FOOTINGS IN REFERENCE TO SOUS REPORT D. 8 FOOTING DATED 10000OM(lO 2105 BY BRAUN INTERTEC- ANY UNSUITABLE SOIL BELOW FOOTING BEARING LOCATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL COMPACTED TO 055 STANDARD PROCTOR (REMOVE ANY SOL WITH ORGANIC MATERIALS SUCH AS TOP SOIL). EXCAVATE& TO BE OVER5EE0 1 FOOT FOR EACH FOOT W FILL SEE SOILS REPORT FOR RECOMMENDED DEPTH OF EXCAVATOR AND FILL momaAL5. 2) 08800 BEARING PRESSURE - 3000585, TC BE VERIFIED BY SOILS E000000. 5050450 FROST COVER W -01. 5 -0' AT ISOLATED EXTERIOR FOOTINGS. 3) SLAB -ON-C 44X BASE FILL TO BE GRANULAR MATE*. PLACED N MIN. 4' LAYER AND COMPACTED TO 955 STANDARD PROCTOR. EXISTING 5)B -GRADE TO BE OISCKE0 AND COMPACTED BITH A SHEEP300T ROLLER PRIOR TO PLACEMENT OF ANY FILL _ STRUCTURAL FILL TO BE PLACED IN MAX 9' LIFTS AND COMPACTED 91TH A SELF - PROPELLED SHEEP300T ROLLER TO 957, STANDARD PROCTOR DRY OEN., 4) SOILS ENGINEER TO 00IR' SU8GRADE MATERIAL AND COMPACTION BEFORE POURING FOOTINGS. 5) USE FROST RESSTANT GRANULAR BAIXFILL AROUND PISS AND WALLS B) PROTECT EXCAVATIl4S @ ROMEO FOOTINGS FROM FROST PENETRATION AT ALL TIMES NO OONCRE10 TO BE PLACED ON FROZEN SOIL MCRFIF NOTES_ 1) EXCEPT AS 007FD, ALL CONCRETE WORN TO BE IN ACCORDANCE MM CURRENT AO 301 4PEOF1CA1915 FOR STRUCTURAL WORK FOR BULONXS, IBC 2000 ARO APPUCABLE RELATED STANDARDS CONCRETE MDD:S WALL BE DESIGNED PER ACI 301, U540 PORTLAND CEMENT CONFORMING TO AS.1 C -150 OR C -595, AGGREGATE COFORMNG TO ASTM C-53 AND ADMIX URIM CONFORMING TO ASIM C -494, C -1017, C -618, C -989 AND C -250. 2) CONCRETE STRENGTH TO BE 300079 AT ED DAYS WM MAX. WATER CEMENT RATIO (VC) _ .50 FOR ALL CAST - &-PUCE COMPUTE EXCEPT GARAGE FLOOR SLAB TO BE 4000 F9 AT 36 0015 W1H 4405. W/C RATIO - .45 3) MAX. AGGREGATE SZE 3/4' FOR FTGS @ SLAB S/8' FOR MASONRY FILL 4) MAX SUMP: 4' EXCEPT 4 FOR MASO.* Flu. @ T FOR SLABS 5) AIR ENTRAINMENT: 4.5 -7.57, FOR GARAGE FLOOR AND EXPOSED WORK 8) SAWCUTS FOR GARAGE 5Lg3-ON -GRADE 91ALL BE 11 DEEP @ 1 /B' BIDE MAKE CUTS AS SOIARE SHAPED AS POSSIBLE 05174 A MAMMUM DIMENSION OF 30' (10' PREFERABLE). RACE SAWGUTS ABOVE PERIMETER OF FOOTING PADS. SUBMIT SAW CUT PLAN TO ENGINEER FOR APPROVAL CUTTING TO BE DONE NOT SOONER THEN 12 HWRS, AND NOT LATER THEN 24 HOURS AFTER SAAB POUR. CUTS TO BE FILLED WITH APPROVED BITUMINOUS =DPW * OR CAULKING. 7) CONCRETE MATERIALS. FORMING. PLACING FORM REMOVAL. ETC. TO ACI RECOMMENDATIONS AND ACCEPTABLE STANDARD CONSTRUCTION PRACTICE 8) RENF0tCE0 CONCRETE HAS BEEN DE*GNED IN ACCORDANCE 48171 amen' ACI-318 AND IBC 2000 MTi APPUCABLE RELATED STANDARDS 9) PER MN BLOC. CODE 1003 SEC1ON 1907.7.5 IN THE PARKING GARAGES AND PARKING RAMPS THE REINFORCEMENT STEEL 15 TO HAVE A MINIMUM CONCRETE COVER OF 1 1/S. FOR TOP SURFACES AND 3/4' FOR BOTTOM SURFACES. ALL BONDED REINFORCEMENT SEE. LOCATED WITHIN THE DEPM OF THE SLAB MUST BE EPDXY COATED IN ,0NF0RMANC£ MTH THE APPLIPARIF STANDARDS REFERENCED N AO 318 -99 SECTORS 15.3.7 AND 3.5.3.8' EBERL E. MAY BE USED IN LIEU O WELDED CORE MESH IF USED PER MANUFACTURERS INSTRUCTORS. ©- o- NG STEEL MOTES - GRACE )ALL (STIRRUPS . STEEL TO OT � A061µ5 08 04470 0515 GRRADE 40). T WELDING S RENFORONG STEEL SHALL BE IN ACCORDANCE WITH AWS 01.4. ALL O 2) SHOP URAMNGS TO BE DETAILED IN ACCORDANCE BIM AO DETAILING MANUAL AND CURRENT ACT -315 'MANUAL FOR STANDARD PRACTICE FOR DETNUNG REINFORCED CONCRETE STRUCTURES. AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. LAP STEEL 35 BM OAUETERS LINO ON ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONS. 3) COVER TO REINFORCING UNG 3' UNDERSIDE 700340. CONCRETE CAST AGAINST @ PERMANENTLY EXPOSED TO EARTH 11 • TOP OF EXPOSED Sf APS. BARS EXPOSED TO EARTH CF WEATHER T )S' 0 =A NS @ BEAMS 3)' WALLS ELEVATED SLABS (0 101514) 1HAT ARE NOT EXPOSED TO EARTH OR WEATHER 4) ALL RE8PR TO BE HELD IN PLACE WITH PROPER ACCESSORIES SUPPUED BY THE RENFORONG STEEL SUPPLIER. ALL REINFORCING STEEL SHALL BE SET AND TED IN PLACE PRIOR TO POURING OF CONCRETE. EXCEPT THAT VERTICAL 009EL5 FOR MASONRY WALL REINFORCING MAT BE 'FLOAT. N PLACE 5) All REBA5 FOR EXTERIOR STOOPS @ ENTRY SLABS TO BE EPDXY COATED. 5) ALL WELDED WERE FABRIC (MIT) SHALL CONFORM TO A5TM -155. BFNFRA1 NOTED 1) DESIGN LOADS: (IBC 2000) ( *NBC 2003) ROOF: SNOW - 54P3 GROUND SNOW LOAD PLUS BUIL7 -1W LOADS AS PER MNBC 03 SUPERIMPOSED DEAD LOAD - 15.SPSF FLOORSI51 fl LIVE LOAD_100PM 151 531 DEAD LOA0091P5F 0 S.PC PLANK 1ST FL MECH. @ MOVABLE PARTITION DEAD 01)*L AREA 2)D FL LIVE LL00=75PSF, 4055E • RE00. 187 L AREA NO FL MAD LOAD -9153 8 S.PC PLANK, 151185 O FN00 LIST 210 R MECH. @ MOVEABLE PARTITION LOAD -2553 3RD FL @ ABOVE: LIVE LOAO-40P3 30 FL @ ABOVE: DEAD LOA* 01555E 380 01. @ ABOVE MECH. @ MOVEABLE PARTITION LOAD -25PSF FO 00117 N WALLS: EGGVALENT FLUID PRESSURE 450 3 M 110 USE OF FREE DRAINING SANDS USED AS BACKEDL WIND LOADS 90 MPH WEND EXPOSURE El 2) STRUCTURAL DESIGN 0' 1715 BUIL3NG 15 IN ACCORDANCE MTH ME 2003 MINNESOTA STATE BUILDING COOS • 2000 IBC. 3) VERIFY ALL DIMENSIONS AND ELEVATORS WIM ARCHITECTURAL DRAWINGS PRIOR TO NOTIFY ENGINEER 6 ANY ORMOND DISCREPANCIES MMONATELV. 00 NOT SCA. DRAWINGS 4) 00 NOT BAIX LL AGAINST WALLS UNTIL 4AN FLOOR STRUCTURE AND BA1MENT SLAB ON GRADE IS N RAC£ 5) CONTRACTOR TO PROVIDE ADEQUATE BRACING UNTIL BUILDING 15 CEO£➢ N. THE CONTRACTOR 0 RESPONSBLE FOR THE D800. SUPPLY AND INSTALLATION OF ALL BRACING. SNORING MO FORMWORK REOUIRE0. 55 rY u FOOTING Sc FOUNDATION PLAN IFVATION NOTES MN. FLOOR SLAB THICKNESS 4' OVER 5' COMPACTED GRANULAR FILL @ 671E POLY SEE ARCH DWGS FOR SLAB SLOPES AND FLOOR DRAMS ELEVATIONS TOP OF 9.08 0 END WALL XXXX' DARES ELSE9HERE SEE ARCH 0055) TOP 07 FOOTING E%X' 0NO TOP OF FOOTING 0 PRECAST OOS XXIP (CRY XX) 8 4 0 B 16 AUG FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD RO Z. 7:P= m585174 That 03 RMa. IPNfsa4On rtgrt was Plgnld 32 50 07 4 0 7 9x1 sgenvim and BM em R @1U IhgMed Strolled EWA? Olds the - al the We of Sao. On G R6 Ode 0SNd 11.E R5355aXOn 9047'81 OWNER LLAH LTD PARTNERSHIP 1210057VGLETREE CONE EDEN FRAME, MN (95337461200 FAX(02):)4F12W PROJECT PROJECT NUMBER: MHFA -05020 LAKEWOODS APARTMENTS LEGACY AT WOODS EDGE VILLAGE ]PAR LINO WOES, MN. SHEET TITLE: STRUCTURAL FOOTING AND FOUNDATION PLAN SHEET NUMBER: S1.0 • 2•-- }{-- 12 : —Ir—I i '� ;h IR _ 1=1 1 0. g 1 1 ON Fi !,/y fl N I ,.._. � I 14' -11.-10.--L- 5' -8' -- I]' -9'+ -11' 18' 27' 1 b BS 271 19- - 1 b - -18' b (V� 55 rY u FOOTING Sc FOUNDATION PLAN IFVATION NOTES MN. FLOOR SLAB THICKNESS 4' OVER 5' COMPACTED GRANULAR FILL @ 671E POLY SEE ARCH DWGS FOR SLAB SLOPES AND FLOOR DRAMS ELEVATIONS TOP OF 9.08 0 END WALL XXXX' DARES ELSE9HERE SEE ARCH 0055) TOP 07 FOOTING E%X' 0NO TOP OF FOOTING 0 PRECAST OOS XXIP (CRY XX) 8 4 0 B 16 AUG FOR REVIEW ONLY NOT FOR CONSTRUCTION ARCHITECT /ENGINEER PLANNER HARTFORD RO Z. 7:P= m585174 That 03 RMa. IPNfsa4On rtgrt was Plgnld 32 50 07 4 0 7 9x1 sgenvim and BM em R @1U IhgMed Strolled EWA? Olds the - al the We of Sao. On G R6 Ode 0SNd 11.E R5355aXOn 9047'81 OWNER LLAH LTD PARTNERSHIP 1210057VGLETREE CONE EDEN FRAME, MN (95337461200 FAX(02):)4F12W PROJECT PROJECT NUMBER: MHFA -05020 LAKEWOODS APARTMENTS LEGACY AT WOODS EDGE VILLAGE ]PAR LINO WOES, MN. SHEET TITLE: STRUCTURAL FOOTING AND FOUNDATION PLAN SHEET NUMBER: S1.0 •