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1989 - 1591 Park Road - Public WorksCHANHASSEN PUBLIC WORKS r I I I I I I I I I 20()•7 5 i i CUSS 1 ' CONSTRUCTION LIMITS: S AT PROPERTY LINE ULESS ' NOTED OTHERWISE / 1 R5 1 Q \ \ \ . CA \ `c9 PROPERTY LINE 10'0" SETBACK •' '• EDGE OF EXISTING BITUMINOUS ' SURFACED AREA �. • 'gd$. EXISTING / ,, (/' • \ CATCH BASIN \ 1. / \ I •. / C) FUTURE CONC. •` / APRON / m\ .�• • • NEW BUI Ci TOP OF F TUR SLAB ELEV. 94 gRy ' / . _ ,pry dy °��" . � • � e. ' EDGE OF EXISTING BITUMINOUS SURFACED AREA �\x J •• •• 1 gd�9 •` 10'0" SETBACK , r\ 1 -ii I � / • / / GENERAL NOTES: I / / ^+ (1) SITE GRADING, EXCAVATION AND BACKFILL WORK WILL BE DONE BY I/ / OWNER UNDER SEPARATE CONTRACT. EXISTING TREE REMOVED BY OWNER / '� (2) THE CONTRACTOR SHALL PROTECT PAVEMENTS, / CURBS, AND EXISTING CONSTRUCTION DURING Ln I / SITE PLAN SCALE: 1 " = 40'0" THE COURSE OF THE WORK AND REPAIR ALL PARTS OF SAME WHICH BECOME DAMAGED. GENERAL NOTES: 942 NEW CONTOUR • • • .942- .. • EXISTING CONTOUR eaz NEW SPCT ELEV. EXISTING TREES TO REMAIN PFcT-cT ALL FOR I14SpEcno-0 \ FOOTINGS T10Nl >1 � �CKFItI. IINSULA NAMING _ ATI WALl84ARD _ GYPSUM _ F'.RFPLA�E FINAL SCHEDULE OF DRAWINGS -PHASE #1 Al SITE PLAN Cl SITE SURVEY (FOR INFORMATION ONLY) S1 FOUNDATION PLAN, STRUCTURAL DETAILS, STRUCTURAL NOTES SITE PLAN INFORMATION LOT SIZE: 232,978 S.F. EXISTING BUILDING FLOOR AREA: 19,733 S.F. NEW BUILDING FLOOR AREA: 4,752 S.F. TOTAL FLOOR AREA: 24,533 S.F. PERCENT OF SITE COVERED BY BUILDING: 10.5% PERCENT OF SITE COVERED BY PARKING AREA: 10.25% TOTAL SITE COVERAGE: 21.25% NUMBER OF PARKING SPACES REQUIRED: 24 SPACES NUMBER OF PARKING SPACES PROVIDED (INCL. HC) 27 SPACES HEIGHT OF EXISTING BUILDING: 27 FT. VICINTY MAP c� 54 AUXILIARY STORAGE BUILDING is CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHRNHASSEN, MN 55317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 vlRTER STREET EXCELSIOR, M INNESOTR 55331 (G12) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNE90TR. APPROVED SUBJECT TO COMPLIANCE WITH CODES AND FIELD INSPECTIONS. CITY OF CHANIASSEN BUILDING DEPT. CITY Off' Id a ..' SITE PLAN COMM. NO.: 89105 DRAWN: BWS DATE: NOV 10, 89 REV: jllf, ,I� 1591 tw'l` w >CANNED O Z a op F-- Z 0 V p- ro In C N Ln 0 ri 3 0 M � —U 0 U N Z Q- R 0 SCALE : 111 =40' IRpN PID )43.4 Topographical survey for: THE CITY OF CHANHASSEN DESCRIPTION: Lots 10 and 11, Block 5, CHANHASSEN LAKES BUSINESS PARK. I hereby certify that this topographical survey was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Dated this 31st day of October, 1989. EGAN, FIELD & NOWAK, INC. Surveyors Y Bruce W. Grivna Minnesota License No. 17253 NOTE: Bearings shown are on an assumed basis. BENCH MARK: First floor of Public Works Garage. Elevation = 947.30 feet SCANNED a 0 t, 0 :r Q 12 42'6" 2 88'0" 12" 42.6" 3 2" 6" 6" �- 96.0., 96'0"CN ----------------------------------'!---------------------------------1 cV IX1,171 77 77 117 17- I - r-------------------------------- ---------------- io L_ _ I 8" I I I I 8„ 00 1 I I 15'0" tv I U N E X C A V A T E D 1 1 I I I I I If--- PROVIDE MIN. GRADE I 96 , 0" -'-I I I I ELEV . = 100' OBLONG I I GRID 2 �- 96,0" 94' 8" -�I 1 I I L-4- 94' 8" 1 1 I I I 1 1 I I I I I I I I 11 i t TOP OF FUTURE FINISHED SLAB -ON -GRADE I I TYP 1 I I I ELEVATION = 100'0". TOP OF GRADE S1 I 1 ELEVATION = 99'8". ESTABLISHMENT OF I I I GRADE ELEVATION BY OWNER. I 1 I I I I I I 0 u� I FrG. 2 0 X 1'0" I I W/2 #5 BARS CONT. 1 1 I 1 1 TYP. U.N.O. 1 1 I I 1 1 I I I I I I I 1 IC 96'0" 1 I I I 1 I I 94' 8" I I c� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---� I �I I 94'8" FOUNDATION PLAN SCALE: 1/8" = 1'0" NOTES : 1. REFERENCE ELEVATION 100'0" = 945.2' GEODETIC DATUM 2. SEE SEC. 3/S1 FOR TYPICAL STEPPED FOOTING DETAIL. FOUNUHT IUN WHLL. SECTION SCALE: 3/4" = 1'0" MASONRY WALL FOOTING - SEE PLAN FOR SIZE & REINFORCING i p .4 • • W o • • . e ? N • !a J �- o-• s • .a ' • a . ' _ FOOTING RE I NF . - N 'p • •• •�• ° SEE PLAN 3" CLEAR - TYP. TYP. STEPPED ETG. DETAIL. .00K TO DOOR INSULATION kNS BLOCK EE PLAN PLAN NOTE : SITE GRADING, EXCAVATION AND BACKFIILL WORK WILL BE DONE BY OWNER UNDER SEPARATE CONTRACT. Cold Weather Masonry Notes The following requirements shall govern cold weather masonry construction: 1• Construction materials shall be received, stored, and protected in ways that prevent water from entering the materials. 2. The mixing water and sand shall be heated during freezing weather to produce mortar temperatures between 400 F. and 1200 F. 3. The mortar temperature shall be maintained above freezing until used. 4. When the temperature of dry masonry units is below 200 F., they shall be heated so they are above 400 F. at their time of use. Overheating shall be avoided. 5. Masonry shall be placed only on sound unfrozen foundations free of ice and snow. 6. All newly completed masonry shall be maintained above 320 F. for at least 48 hours where masonry cement or Type I Portland Cement is used in the mortar and grout, and for at least 24 hours where Type III Portland Cement is used. 7. Adequate protection shall be provided to prevent moisture such as rain, snow, or sleet from entering the masonry. 8. Calcium chloride shall not be used as an additive in mortar or grout. FILL ABOVE TO PROVIDE DRAINAGE AWAY FROM WALL. FILLED TOP CONC. BLOCK 8" CONCRETE BLOCK GRANULAR FILL FOOTING - SEE PLAN FOUNDATION @ FUTURE STOOP SCALE: 3/4" = 1'0" General Notes 1. All construction shall be done in accordance with the "Uniform Building Code", 1985 Edition, as amended by State of Minnesota. 2. Contractor shall verify all dimensions and conditions on site before construction is begun. All observed discrepancies shall be reported immediately to the Architect, 3. Design loads: Roof live load 40 psf 4. Concrete: (a) All reinforced concrete work shall be done in accordance with the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, and the "Specifications for Structural Concrete for Buildings", ACI 301, latest edition. All strengths noted below are 28-day strengths. (b) Footings: 3,000 psi (c) All other poured -in -place structural concrete: 4,000 psi (d) See masonry notes for grout used in masonry construction. (e) Exterior concrete shall have 5% minimum entrained air. 5. Reinforcing steel shall be ASTM A-615 Grade 60 except for ties in columns and pilasters and beam stirrups which may be Grade 40. 6. Structural steel shall be ASTM A-36 unless noted otherwise. Tube steel shall be ASTM A-500 Grade B (Fy = 46 ksi) unless noted otherwise. 7. Structural members including joists, slabs, beams, trusses, columns, and walls are designed for "in -place" loads. Contractor is responsible for bracing, without overstressing, all structural elements as required at any stage of construction until completion of this project. 8. Provide Dur-O-Wal or equal at 16" o.c. in all masonry walls. Foundation Notes 1. All footing elevations shown are to top of footings. 2. All footings to be centered under walls above, unless noted otherwise. 3. Provide 3" clear cover for all footing reinforcement. 4. Provide wall footing reinforcing in stock lengths and bend in field as required. Lap bars minimum 42 diameters and stagger splices. 5. Shore all walls adequately before backfilling and compacting. 6. Wall footings shall be stepped 1 vertical to 2 horizontal at elevation changes unless noted otherwise on the plan. See Sec. 5/S3 for typical stepped footing detail. 7. No part of the structure shall be placed on frozen soil or foundation. If the building will be under construction during freezing weather, all footings shall be depressed 3'-6" below construction grade or insulated for frost protection, 8. All footings were designed for 2000 psf soil bearing. All topsoil and organic material shall be removed from within the building area. Any fill shall be granular inorganic fill placed in maximum 8" lifts and compacted to a minimum of 95% of standard proctor density (ASTM D698). It shall be the Contractor's responsibility to get the excavations and fills thoroughly checked by a competent Soils Engineer prior to the placement of footings so detrimental differential settlement cannot occur. Variations to the above shall be at the discretion of the Soils Engineer. For more complete soils information, refer to: STS soil.i report dated 11/9/89. site grading, excavation and backfill work will be done by owner under separate contract. Concrete Masonry Notes 1. Code for Masonry Construction: Uniform Building Code, 1985 Edition 2. Concrete Masonry Units: The quality standards for the units shall conform to the American Standard Specifications for hollow Load Bearing Masonry Units (ASTM C90). Minimum f'm shall be 1,750 psi based on face shell mortar bedding. 3. Mortar:. The mortar used for masonry construction shall be Type M below grade and shall conform to all the requirements of the Uniform Building Code, 1985 Edition. Calcium chloride shall not be used in mortar. Masonry cements shall not be used. 4. Construction: The first course of all hollow masonry shall be laid in a full bed of mortar. All units shall be laid with full face shell mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face shells. Mortar joints shall be maintained at 3/0" thickness for both the horizontal and vertical joints, unless noted otherwise. 5. All Masonry shall be laid up in running bond. Cold Weather Concrete Notes The following requirements shall govern cold weather concrete construction: 1. The subgrade, as well as all concrete below the new pour, shall be protected from freezing prior to concreting. 2. All forms and reinforcing shall be kept free from frost. 3. The minimum temperature of fresh concrete when delivered at the site shall conform to the following: Air Temperature Minimum Concrete Temperature (OF.) (OF.) For sections with least For sections with least dimension less than 12" dimension 12" or greater 30 to 45 60 50 0 to 30 65 55 Below 0 70 60 4. If water or aggregate is heated above 1000 F., combine water with aggregate in mixer before cement is added. Do not mix cement with water or with mixtures of water and aggregate having a temperature greater than 1000 F. 5. The minimum temperature of fresh concrete, as placed during below normal temperatures (below 400 F.), shall be 500 F. 6. When mean daily outdoor temperature is less than 400 F., all poured concrete shall be maintained in a moist condition at a temperature not less than 500 F. for at least seven days (three days for high early strength concrete using Type III Portland Cement). When necessary, arrangements for heating, covering, insulating, or housing the concrete work shall be made in advance of placement. The arrangements shall be adequate to maintain the required temperature without injury due to concentration of heat. Combustion heaters shall not be used during the first 24 hours, unless precautions are taken to prevent exposure of concrete to exhaust gases which contain carbon dioxide. 7. Sufficient protection shall be provided to the concrete after removal of forms such that changes in temperature of the air immediately adjacent to the concrete during and immediately following the curing period are kept as uniform as possible. The rate of temperature change shall not exceed 50 F. in any one hour or 500 F. in any 24-hour period. 8. When concrete is poured during below normal temperatures (below 400 F.), at least one extra strength test cylinder shall be made and kept adjacent to the related structure and cured and protected by the same methods used for the concrete in the structure. The cylinder shall be tested at 7 days and the results reported to the Engineer. This extra cylinder shall be in addition to the two 28-day strength test cylinders required by ACI 318, latest edition. One such extra cylinder shall be made for every set of the 28-day strength test cylinders. 9. Calcium chloride shall not, be used as an additive in concrete. CHANHASSEN PUBLIC WORKS p. I -j �I I PHASE *1 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, MINNESOTA 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESS IONRL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 41­ DATE REG. N(L 16704 BARG, BOl AN, MINK, INC. COAI111f, S1ROC1UAAt fNGINEEAS 7575 GOLDEN VALLEY ROAD, SUITE 210 GOLDEN VALLEY, MINNESOTA 55427 1612) 544-8456 FAX (612) 544-8914 FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL NOTES COMM. NO.:89-202 DRAWN: AL DATE: 11 /70/89 REV: S- -r11VCANNED 20o •7 5 . cp PROPERTY LINE 10'0'' SETBACK \ EDGE OF I EXISTING BITUMINOUS SURFACED AREA >) \ CONSTRU Tlo LIMITS / EXISTING \ PATCH BASIN \ 1 \ CONSTRUCTION LIMITS EDGE OF \ EXISTING BITUMINOUS \ SURFACED AREA \ J 10'0" SETBACK \� �,\Qj 1 CONSTRUCTION LIMITS 1101 AT PROPERTY LINE UjESS NOTED OTHERWISE/ / 'oo-- ' GENERAL NOTES: Q O �v (1) GRADINGSITE OWNER UNDER `SBD SEPARATE CONTRACT. (2) THE CONTRACTOR SHALL PROTECT PAVEMENTS, CURBS, AND EXISTING CONSTRUCTION DURING THE COURSE OF THE WORK AND REPAIR ALL PARTS OF SAME WHICH BECOME DAMAGED. / (3) FOR DRAWING REFERENCE: ELEV. 945.4' = 100, / r* tot) r-e J i HS ll—chi om S o r oo� d+e Cic •tor / / 3 h%^d • Pau r blFo r Q ace yq nc SITE PLAN. SCALE: I" = 40'0'' APPROVED PLANS, SURVEY AND PERMIT CARD MUST BE ACCESSABLE ON JOB SITE AT ALL TIMES. EXISTING TREES TO REMAIN PROTECT AS NECESSARY SCHEDULE OF DRAWINGS — PHASE #2 AlA SITE PLAN A2 FLOOR PLAN, ELEVATIONS, SECTION & DOOR/FRAME SCHEDULE A3 WALL SECTION, DETAILS S1 FOUNDATION PLAN, STRUCTURAL DETAILS, STRUCTURAL NOTES S2 ROOF FRAMING PLAN, STRUCTURAL NOTES S3 STRUCTURAL DETAILS ME1 MECHANICAL & ELECTRICAL FLOOR PLAN NOTE: THIS SHEET SHOWS WORK PERFORMED PREVIOUS TO THIS CONTRACT AND IS INCLUDED IN THIS SET FOR INFORMATIONAL PURPOSES ONLY. SITE PLAN INFORMATION LOT SIZE: 232,978 S.F. EXISTING BUILDING FLOOR AREA: 19,733 S.F. NEW BUILDING FLOOR AREA: 4,752 S.F. TOTAL FLOOR AREA: 24,533 S.F. PERCENT OF SITE COVERED BY BUILDING: 10.5% PERCENT OF SITE COVERED BY PARKING AREA: 10.25% TOTAL SITE COVERAGE: 21.25% NUMBER OF PARKING SPACES REQUIRED: 24 SPACES NUMBER OF PARKING SPACES PROVIDED (INCL. HC) 27 SPACES HEIGHT OF EXISTING BUILDING: 27 FT. VI C I NTY MAP APP "OV E D SUBJECT TO COMPLIANCE WITH CODES AND FIELD INSPECTIONS. CITY OF CH, NHASSEN BUILDING DEPT. �J DATE CITY OF CHANHASSEN MAY 2' 11990 BHII0111a UPAMMENT ORT LO it aHMHu►ssa Pueuc woks AUXILIARY STORAGE BUILDING PHASE #2 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WRTER STREET EXCELSIOR, MINNESOTR S6331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLRN, SPECIFICATION, OR REPORT WAS PREPARED BY ME DR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STRTE OF UINNFS(ITA. r%-, '�- 2 tp 4-o ra'Q �H4-ur-k - 13-I perk Jar NO OCCUPANCY ALLOWED UNTIL FINAL INSPECTION AND APPROVAL CALL BUILDING INSPECTOR 93749004 PENALTY -MAXIMUM $500.00 FINE? ,. 1 SITE PLAN a/ COMM. NO.: 89105 DRAWN: BWS DATE: 3/2/90 REV: AllAk SCANNED LIGHT FIXTURE 3 LIGHT FIXTURE SEE 1/ME1 TYP. R3 SEE 1/ME1 TYP. IM. LIGHT FIXTURE SEE 1/ME1 TYP. C.J. � 4 E0. 00 E0. A C.J. - - - - 6 S3 TYPICAL C.J. JOIST BRG. 23-1/2"x39 LOUVER ROCK FACE � 100' JOIST BAGLi . BOND BEAM LINTEL TYP. 23 -1 /2" x 39-1/2" LOUVER Jk 100' 9 R3 EQ. E0. C.J. EQ. E0. L 23-1/2" 11 23-1/2" R3 117,411 JOIST BAG. NORTH ELEVATION C21 WEST ELEVATION A3 3 C.J. BOND BEAM _ C.J. 2'0" LINTEL TYP. E0. 23-1 /2"W x31-1 /2"H LOUVER 1 /8" = 1 10" E0. --------------------------------- 1 SOUTH ELEVATION �a1 EAST ELEVATION 1 R3 BUILDING SECTION 1/8" = 1'0 -1/2" :MU OVERI 5'0" x 5' STOOP B R3 117'4" C.J. PREFIN. MET. C.J. JOIST BRG. 1148 SCUPPER PF E0. 2.0„ DC W/ PREFIN. MET, SP DOWNSPOUT ROCK FACE CMU 0 SPLASH BLOCK NOTE: SCE CMU ROCK FACE CMU ON NORTH, SOUTH AND EAST ELEVATIONS. PLAIN CMU WEST ELEVATION NOTE: SEAL ALL CONTROL JOINTS 1 S3 STEP BOND BEAM 12" CONC. BLOCK WALL Em - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J S'� FLOOR PLAN SCALE: 1 /8'' = 1 '-0" O OVERHEAD DOOR DOOR TYPES FLUSH PLAN NORTH 3'4" 2" 2" 0 FRAME TYPE DOOR AND FRAME SCHEDULE DOOR NO. DOORS FRAMES FIRE LABL HDWR GRP REMARKS TYPE IMAT'L[ONSIWIDTH CORE SIZE/LEAF DOOR FIN HGHT THICK TYPE MAT'L 101 B HM INSUL 3'0" 7'0" 1-3/4"1 PNT 1 HM - 1 102 B HM INSUL 3'0" 7'0" 1-3/4" PNT 1 HM - 1 103 A - INSUL 16'0" 13'4" 2" X - - - - X PREFINISHED 104 A - INSUL 14'0" 13'4" 2" X - - - - X PREFINISHED 105 A - INSUL 14'0" 1 13'4" 2" - - - - X PREFINISHED gIA1NAS5F11 PIER WOES AUXILIARY STORAGE BUILDING PHASE #2 CLIENT CITY OF CHANHASSEN G90 COULTER STREET CHANHASSEN, MN 55317 Eos � MON ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, M INNESOTA 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THRT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE F MINNE TR. DATE C EG. NO GENERAL NOTES: 1) CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND ELEVATIONS & SECTION COMM. NO.: 89105 DRAWN: BWS DATE: 3/2/90 REV: SCALE: 1 /8'' = 1 '0'' 120'0" TOP OF MASONRY BOND BEAM ELEVATION SEE STRUCT. SHEET S2 3 A3 12" CMU - HOR REINF. EVERY OTHER COURSE & CORES FILLED W/ INSUL. - TYP. 107'4" WOW HERD (TYP) FACE OF CMU BEYOND 103'4'' TYP. SEE SHEET S3 FOR REINFORCING TO BE PLACED IN EXISTING FOUNDATION AND WALL 100,0" TOP OF EXIST. FOUNDRTIO L� � WALL SECTION FOR TYP. ROOF CONST. SEE 3/R3 2 A3 EXISTING FOUNDRTION AND RIGID INSUL. SCALE: 3/4'' = 1 '0" BOND BERM - SEE STRUCT. O _ O F::7, WOOD SHIM HERD SILL BLOCK NO. 12S6 SILL �_TYP. WINDOW DET. SEALANT & I BACKER ROD SERLRNT & BACKER ROD WOOD SHIM I 1 X 4 PRINTED -CONTINUOUS SERLRNT MASONRY CLIPS FIELD BENDING BY G.C. SERLRNT —e PACK W/ BATT INSUL. A3 SCALE: 3'' = 1 10" EPDM MEMBRANE — 3" RIGID INS�LRTION pe�1I&V lbdF A RE n7 s3Z METRL R OF DECK - STRUCT. LRP SERLRNT EPDM MEMBRANE FLASHING ROOF BALLRST 20 MIL VINYL SHEET ------.,SLOPE 1/2'� PREFIN. METRL COPING TOP OF MRS. v 2 12 ELEV. = 120'0" TRERTED WD. BLKIN II PREFIN. METAL II CONT. HOOK STRIP L�{� SERLRNT 3/8" DIR. ANCHOR BOLT @ 48" O.C. 62 GROUT IN PLACE 8" CMU e " • MET. ANGLE AND PLATE SEE STRUCT. 3/S3 BOND BERMLr SEE STRUCT. 3/S3 � TYP. ROOF EDGE DET. SCALE: 1 -1 /2'' = 1 ' 0'' HEAD V OVERHEAD DOOR TRACK MOUNTED DIRECTLY TO L (INSTALL IN ACCORDANCE TO MFG. INSTRUCTIONS) STEEL L 4x3xl/2 I JAMB Z J a w w S ILL SLOPE CONC. APRON DOWN 1/16" PER 1'0" v v I I� 2'0" #4 X CONT. 5-1/2" REINF. CONC. W/6X6 - 10/10 WWM GRANULAR BASE BY OWNER 24" #4 OWLS ® 2'O"o.c. THUS 28" SERLRNT BLOCK I BM. W/ STRUCT.) PANE ING MASONRY ANCHORS 1/4' BENT BAR 6"L X 2" ® 16"o.c.- WELD TO STEEL ANGLE GROUT CELL SOLID ASTRAGRL OVERHEAD DOOR DETAIL 63 SCALE: 1 -1 /2'' = 1 '0'' COPING BEYOND FLASHING BEYOND TREATED WOOD BLOCKING 20 MIL VINYL SHEET PREFIN. MET. FLASHING ti TOP OF MASONRY ELEV. 117'8" CONT. HOOK STRIP—/ BOND BERM SEE STRUCT. 2/S3 CORES FILLED W/ GRANULAR INSUL. r LAP FLASHING UNDER COPING & CANT FLASHING PARAPET BEYOND < EPDM FLASHING BEYOND T� LAP SERLRNT 8 BAR ISTS - SE TRUCT. ROOF MING PLA STEEL A E SEE STRUCT. � SOUTH ROOF EDGE DET. SCALE: 1-1/2'' = 1 '0'' CMU BOND BEAM - SEE STRUCT. WOOD SHIM 00 ; o 0 SEALANT EA. SIDE ALL AROUND GROUT SOLID H EAD V CMU GROUT CORE SOLID - I L MRS. ANCHORS - SEALANT 3 PER JAMB J AM B H.M. FRAME. GROUT SOLID MTL THRESHOLD, SET IN BED OF SERLRNT 1/2" EXP. JT. MAT'L W/ SEALANT CONC. STOOP 5-1/2" SLAB SLOPE 1/8" PER FOOT #4 ® 12"o.c. EACH WAY ' SILL #4 X 17' GROUT — SOLID INTO CONC. BLK. � L e e I • 2-#4 REBRR J U e. e � C' io 2-1/2" CONC. BRICK GRANULAR BASE EXISTING FOUNDATION N.I.C. III AND RIGID INSUL. 1-1/2"-22 GA. FORM DK 2-#4 DWLS EA. SIDE THUS (8 TOTAL) 28" �28" i51 TYP. EXT. DOOR DET. A3 SCALE: 1 -1 /2'' = 1 '0'' 20 MIL VINYL SHEET PREFIN. MET. FLASHING W/ CONT. H06 � TOP OF MT ELEV. 117'8 PREFINISHED METRL SCUPPER BOND BERM SEE STRUCT. 2/S3 PREFIN. METAL 2" WID U-SHAPED SUPPORT BRACKET, SCREW TO C NC. BLOCK & DOWNSPOUT 'o.c. CORES FILLED W/ GRANULAR INSUL. 41, 4"x6" WIDE PREFIN. METAL OPEN FACE DOWNSPOUT i3ojNMww._ I GRAVEL STOP LAP SEALANT BRA JOISTS - SEE STRUCT. (--� SCUPPER &DOWNSPOUT A3 _eau 1-1/2'' = •.c. ROCK FACE CONC. BLOCK SEALANT ALL AROUND ALL SIDES MEMBRANE FLASHING TUCK UNDER MET. FLASHING PREFIN. METAL FLASHING — SCREWED TO CONC. BLOCK W/ NEOPRENE WASHERS CANT BELOW ROOF BELOW 8 FLASHING DETAIL A3 SCALE: 1 -1 /2'' = 1 '0'' CMU / V BOND BEAM - SEE STRUCT. SHEET S2 ° o WOOD SHIM Q ° SEALANT BOTH SIDES PREFINISHED LOUVER AND FRAME I NOTE: FOR LOUVER SIZE SEE ELEVATIONS WOODSHIM PREFINISHEI LOUVER SUf SEALANT 00 H EAD JAMB SIMILAR BIRDSCREEN SEALANT N SILL � LOUVER HEAD &SILL JAMB SIMILAR SCALE: 1-1/2'' = 1 '0" aAuM RIM VMS AUXILIARY STORAGE BUILDING PHASE *2 CLIENT CITY OF CHRNHRSSEN 690 COULTER STREET CHANHASSEN, MN 55317 CORPO�l�®Ivl ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, M INNESOTR 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLRN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE F M NES R. DATE ' Z . NO GENERAL NOTES: 1) CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND ELEVATIONS SECTIONS DETAILS COMM. NO.: 89105 DRAWN: BWS DATE: 3/2/90 REV: W IN T. :P( 12' 42'6" 42'6" 3 2" 96,01, 11 I - - 96 , 0,, -------------------------------II---------------- _ N _i -----------------� r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - ------------- --- I - o 96,0.- I L I I I I L �= I I " I I I . I 5 0_15.0„ I I I I I I I I I I I U N E X C A V A T E D I I I I I I I I I 96' 0" -a►I I I PROVIDE MIN. GRADE I I I I I 1= ELEV. = 100'OALONG I Imo- 96'0" 94'8 i GRID 2 I I I I I I I �- 94.8" I I I I I I I TOP OF FUTURE FINISHED SLAB--ON-GRADE I I ELEVATION = 100'0". TOP OF GRADE 1 TYP. ELEVATION = 99'8". ESTABLISHMENT OF I S1 I GRADE ELEVATION BY OWNER. I I I I I I I I I I I I I I FrG. 2'0" x 1'0" I I T,YP.#U.BARS CONT. I I I I I I I I r I I I I I I I I I 96' 0" I I ' 948' I I N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I ------------------------------------------ ------------------------- 94'8" 94'8" FOUNDATION PLAN SCALE: 1/8" = 1'0" NOTES : 1. REFERENCE ELEVATION 100'0" = 945.2' GEODETIC DATUM. 2. SEE SEC. 3/S1 FOR TYPICAL STEPPED FOOTING DETAIL. POUNDAT ION WALL SECTION SCALE: 3/4" = 1'0" MASONRY WALL FOOTING - SEE PLAN FOR _ SIZE & REINFORCING i a . •• c • O o o G •• N •a ' ' v • ' ' ' J ° a� • _ FOOTING RE I NF . - N •� • ' v , •• •,• •° SEE PLAN 3" CLEAR - TYP. TYP. STEPPED FTG• DETAIL .00K TO DOOR INSULATION DNS 3LOCK :E PLAN PLAN N 0 T E :SITE GRADING, EXCAVATION AND BACKFILL WORK WILL BE DONE BY OWNER UNDER SEPARATE CONTRACT. 2 POUNDAT S1 SCALE: 3/4" = 1'0" Cold feather Masonry Notes The following requirements shall govern cold weather masonry construction• 1. .onstruction materials shall be received, stored, and protected in ways that prevent water from entering the materials. 2. The mixing water and sand shall be heated during freezing weather to produce mortar temperatures between 40o F, and 1200 F. 3. The mortar temperature shall be maintained above freezing until used. 4. When the temperature of dry masonry units is below 200 F., they shall be heated so they are above 400 F. at their time of use. Overheating shall be avoided. 5. Masonry shall be placed only on sound unfrozen foundations free of ice and snow. 6. All newly completed masonry shall be maintained above 320 F. for at least 48 hours where masonry cement or Type I Portland Cement is used in the mortar and grout, and for at least 24 hours where Type III Portland Cement- is used. 7. Adequate protection shall be provided to prevent moisture such as rain, snow, or sleet from entering the masonry• 8. Calcium chloride shall not be used as an additive in mortar or grout. FILL ABOVE TO PROVIDE DRAINAGE AWAY FROM WALL. FILLED TOP CONC. BLOCK 8" CONCRETE BLOCK - GRANULAR FILL FOOTING - SEE PLAN ON @ FUTURE STOOP General Notes 1- All construction shall be done in accordance with the "Uniform Buildin( Code", 1985 Edition, as amended by State of Minnesota 2. Contractor shall verify all dimensions and conditions on site beforE construction is begun. All observed discrepancies shall be reporte( immediately to the Architect. 3. Design loads: Roof live load 40 psf 4. Concrete: (a) All reinforced concrete work shall be done in accordance with the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, and the "Specifications for Structural Concrete for Buildings", ACI 301, latest edition. All strengths noted below arE 28-day strengths. (b) Footings: 3,000 psi (c) All other poured -in -place structural concrete: 4,000 psi (d) See masonry notes for grout used in masonry construction. (e) Exterior concrete shall have 5% minimum entrained air. 5. Reinforcing steel shall be ASTM A-615 Grade 60 except for ties it columns and pilasters and beam stirrups which may be Grade 40. 6. Structural steel shall be ASTM A-36 unless noted otherwise. Tube steel shall be ASTM A-500 Grade B (Fy = 46 ksi) unless noted otherwise. 7. Structural members including joists, slabs, beams, trusses, columns, and walls are designed for "in -place" loads. Contractor is responsible for bracing, without overstressing, all structural elements as required at any stage of construction uEltil completion of this project. 8. Provide Dur-O-Wal or equal at 16" o.c, in all masonry walls. Foundation Notes 1. All footing elevations shown are to top of footings. 2. All footings to be centered under walls above, unless noted otherwise. 3. Provide 3" clear cover for all footing reinforcement. 4. Provide wall footing reinforcing in stock lengths and bend in field as required. Lap bars minimum 42 diameters and stagger splices. 5. Shore all walls adequately before backfilling and compacting. 6. Wall footings shall be stepped 1 vertical to 2 horizontal at elevation changes unless noted otherwise on the plan. See Sec. 5/S3 for typical stepped footing detail. 7. No part of the structure shall be placed on frozen soil or foundation. If the building will be under construction during freezing weather, all footings shall be depressed 3'-6" below construction grade or insulated for frost protection. 8. All footings were designed for 2000 psf soil bearing. All topsoil and organic material shall be removed from within the building area. Any fill shall be granular inorganic fill placed in maximum 8" lifts and compacted to a minimum of 95% of standard proctor density (ASTM D698). It shall be the Contractor's responsibility to get the excavations and fills thoroughly checked by a competent Soils Engineer prior to the placement of footings so detrimental differential settlement cannot occur. Variations to the above shall be at the discretion of the Soils Engineer, L'or more complete soils informaLion, refor to: S'PS :jc,il:i report dated 11/9/89, site grading, excavation and backfill work will be done by owner under separate contract. Concrete Masonry Notes 1. Code for Masonry Construction: Uniform Building Code, 1985 Edition 2. Concrete Masonry Units: The quality standards for the units shall conform to the American Standard Specifications for Ilollow Load Bearing Masonry Units (ASTM C90). Minimum f'm shall be 1,750 psi based on face shell mortar bedding. 3. Mortar: The mortar used for masonry construction shall be Type M below grade and shall conform to all the requirements of the Uniform Building Code, 1985 Edition. Calcium chloride shall not be used in mortar. Masonry cements shall not be used. 4. Construction: The first course of all hollow masonry shall be laid in a full bed of mortar. All units shall be laid with full face shell mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face shells. Mortar joints shall be maintained at 3/8" thickness for both the horizontal and vertical joints, unless notedotherwise. 5. All Masonry sliall be laid up in running bond. Cold Weather Concrete Notes The following requirements shall govern cold weather concrete construction: 1. The subgrade, as well as all concrete below the new pour, shall be protected from freezing prior to concreting. 2. All forms and reinforcing shall be kept free from frost. 3. The minimum temperature of fresh concrete when delivered at the site shall conform to the following: Air Temperature Minimum Concrete Temperature (OF.) (OF.) For sections with least For sections with least dimension less than 12" dimension 12" or greater 30 to 45 60 50 0 to 30 65 55 Below 0 70 60 4. If water or aggregate is heated above 1000 F., combine water with aggregate in mixer before cement is added. Do not mix cement with water or with mixtures of water and aggregate having a temperature greater than 1000 F. 5. The minimum temperature of fresh concrete, as placed during below normal temperatures (below 400 F.), shall be 500 F. 6. When mean daily outdoor temperature is less than 400 F•, all poured concrete shall be maintained in a moist condition at a temperature not less than 500 F. for at least seven days (three days for high early strength concrete using Type III Portland Cement). When necessary, arrangements for heating, covering, insulating, or housing the concrete work shall be made in advance of placement. The arrangements shall be adequate to maintain the required temperature Without injury due to concentration of heat. Combustion heaters shall not be used during the first 24 hours, unless precautions are taken to prevent exposure of concrete to exhaust gases which contain carbon dioxide. 7. Sufficient protection shall be provided to the concrete after removal of forms such that changes in temperature of the air immediately adjacent to the concrete during and immediately following the curing period are kept as uniform as possible. The rate of temperature change shall not exceed 50 F. in any one hour or 500 F. in any 24-hour period. 8. When concrete is poured during below normal temperatures (below 400 F.), at least one extra strength test cylinder shall be made and kept adjacent to the related structure and cured and protected by the same methods used for the concrete in the structure. The cylinder shall be tested at 7 days and the results reported to the Engineer. This extra cylinder shall be in addition to the two 28-day strength test cylinders required by ACI 318, latest edition. One such extra cylinder shall be made for every set of the 28-day strength test cylinders. 9. Calcium chloride shall not, be used as an additive in concrete. CHANHASSEN PUBLIC WORKS PHASE *1 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, MINNESOTA 65331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 11 /1C/89 REG. NO- 16704 DnRG,13olGREAN, MENK, INC. f.UNSUITING SIAUCTURAI ENGINEERS 7575 GOLDEN VALLEY ROAD, SUITE 210 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FAX (612) 544-8914 FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL NOTES COMM. NO.:89-202 DRAWN: AL DATE: 11., ^/89 REV: S1 SCAN N 1 7.41' 12" I -1 I X-BRACE JOIST BRIDGING_ O END BAYS - TYPICAL 12 "- 3 S3 0 DECK BEARING 4 2 1/2"x2 1/2"x1/4" x - CONT. ELEVATION VARIES. FIELD WELD TO EMBEDDED R_ - SEE SEC. 3/S3. N I Y 44.0" 16.0" 20'8" 6'0" N ,•� 6" 6" L-3 (n o I 4 #8 VERT. BARS FULL HEIGHT. DOWEL INTO EXISTING FND WALL TO TOP OF FOOTING_ELEVATION. TYP I CAL U.N.O. 3 44'0" C 2 #4 VERT. BARS UNDER BEAM BEARING. TYPICAL AT JAMBS. 14'0" 2 - 8"L. 14'0" 7.4" DOWEL INTO EXISTING FND WALL TO TOP OF FTG ELEVATION. 12" I I I 4 Q\ 0 5 o G 1 18' 8" 1 18.8 S3��� • 00 I I' IIIto' A,:- I � +4V ti� �^O I I II -------------- --- ---I- II II I--- X ---------- --- --- ---Ale I II3'9" II II II P I I L 7 JOIST SPACES O 5'0"o.c. - 35'0" 3'9"1 1 3'9" 7 JOIST SPACES O 5'0"o.c. - 35.0" 3-911 I 8 - 28K12 STEEL JOISTS I i 12" 8 - 2BK12 STEEL JOISTS I 1 I-- I I I S3X----------------- --- --- -------------- --- --- 1 1/2" - 22go. "INTERMEDIATE (or "WIDE") it II I I I I RIB" METAL ROOF DECK. TOP OF DECK ELEV. 1 3 ROWS JOIST II VARIES. #12(TEK) SCREWS O SIDELAPS O BRIDGING. MIDSPAN BETWEEN JOISTS. TYPICAL UNLESS I NOTED OTHERWISE. S �-r'•! W S '3� / A I II --• -- - - - - - - - - - -- - -- - -- A I I II II I I 117'4" I I II �� 117'4" I 2 #6 VERT. BARS - FULL HEIGHT BEND OVER ROOF BOND BEAM STEEL. =4 0DRt4ER -LOCAT IONS THUS. NOTES: 1. 118'-8" ON PLANS INDICATE JOIST BEARING ELEVATIONS. 2. SEE SCHEDULE FOR LINTEL SIZES. 3. SEE SEC. 5/S3 FOR TYPICAL MASONRY CONTROL JOINTS. SEE ARCH. PLANS FOR LOCATIONS. ROOF FRAMING PLAN SCALE: 1/8" = 1'0" L-1 LINTEL SCHEDULE MARK LINTEL L-1 12"x8" BLK LINTEL W72 #5 BARS CONT. L-2 W16x36 W711' 11x1/4 BOTT. L-3 IW16x4O W7P_ 110/4 BOTT. -12" -DO DECK BEARING 42 1/2"x2 1/2"x1/4" 2 #4 VERT. BARS. FULL HEIGHT O L-1 LINTELS. DOWEL INTO - EXISTING FDN WALL TO TOP OF FOOTING ELEVATION. TYPICAL O EACH JAMB U.N.O. J Cold Weather Masonry Notes The following requirements shall govern cold weather masonry construction: 1. Construction materials shall be received, stored, and protected in ways that prevent water from entering the materials. 2. The mixing water and sand shall bF• heated during freezing weather to produce mortar temperatures between 400 F. and 1200 F. 3. The mortar tenipc;•ratur.:� shall. be maintained above freezing until used. 4. When the temperature of dry masonry units is below 20� F., thoy shall be heated so they are above 400 F. at their time of use. Overheating shall be avoided. 5. Masonry shall be placed only on sound unfrozen foundations free of ice and snow. 6. All newly completed masonry shall be maintained above 320 F. for at least 48 hours where masonry cement or Type I Portland Cement is used in the mortar and grout, and for at least 24 hours where Type III Portland Cement is used. 7. Adequate protection shall be provided to prevent moisture such as rain, snow, or sleet from entering the masonry. 8. Calcium chloride shall not be used as an additive in mortar or grout. General Notes 1. All construction shall be done in accordance with the "Uniform Building Code", 1985 Edition, as amended by the State of Minn. 2. Contractor shall verify all dimensions and conditions on site before construction is begun. A1.1 observad discrepanc.i(:�5 11 be reported immediately to the Architect. 3. Design loads: Roof Jive load 40 psf Wind exposure: "B" (80 mph basic) 4. Reinforcing steel shall be ASTM A-615 Grade 60 except for ties in columns and pilasters which, may be Grade 40. 5. Structural steel shall be ASTM A-36 unless noted otherwis,. . 6. Structural members including joists, beams, columns, and walls are designed for "in -place" loads. Contractor is responsible for bracing, without overstressing, all structural elements as required at any stage of construction until completion of this project. 7. Provide Dur-O-Wal or equal at 16" o.c. in all masonry walls. Concrete Masonry Notes 1. Code for Masonry Construction: Uniform Building Code, 1985 Edition 2. Concrete Masonry Units: The quality standards for the units shall conform to the American Standard Specifications for Hollow Load Bearing Masonry Units (ASTM C90). Minimum f'm shall be 1,750 psi based on face shell mortar bedding. 3. Mortar: The mortar used for masonry construction shall be Type S or M above grade (unless noted otherwise) and shall conform to all the requirements of the Uniform Building Code, 1985 Edition. Calcium chloride shall not be used in mortar. Masonry cements shall not be used. 4. Construction: The first course of all hollow masonry shall be laid in a full bed of mortar. All units shall be laid with full face shell mortar for a distance in from the face of the unit or wall not less than the thickness of the longitudinal face shells. Mortar joints shall- be maintained at 3/8" thickness for both the horizonta_. and vertical joints, unless noted otherwise. 5. Provide horizontal joint reinforcing at 16" o.c, in all masonry walls. Walls laid up in running bond may have "ladur" type reinforcing. Provide a minimum 6" lap at splices. Provide special prefabricated tees and corner units at intersecting walls for walls laid up in stack bond. See plans for variations. 6. Contact lap splices for vertical reinforcing (unless noted otherwise): Compression splices: 30 diameters Tension splices: 40 diameters for #3, #4, and #5 33" for #6; 45" for #7; 59" for #8 Reinforcing bars shall be accurately positioned according to the drawings and shall be secured to prevent displacement during grouting. 7. Grout for bond beams, pilasters, and core fill shall have a minimum f'c = 3,000 psi at 28 days and shall be in accordance with ASTM C-476 and a maximum size of aggregate of 3/8". Calcium chloride shall not be used in grout. 8. Grouting of walls shall be accomplished by one of the following methods, unless noted otherwise: (a) Build masonry walls in maximum 5'-0" lifts. Place vertical reinforcement prior to grouting cores. Stop grout 1 1/2" below top of masonry and consolidate with mechanical vibration. Vertical reinforcement shall project the minimum lap length required. (b) Build masonry walls 8'-0" high maximum and provide cleanouts at bottom of cores to be filled. Place vertical reinforcement for full height of wall without splices. Place grout in maximum 4'-0" lift and consolidate with mechanical vibration. Allow grout to set for 15 minutes minimum, but less than one hour, before placing succeeding lift of grout. 9. All masonry shall be laid up in running bond, unless stipulated otherwise by the engineer. 10. Provide control joints at maximum 40'-0" o.c. in exterior walls above grade. See Arch. plans for locations. See sec. 5/S3 for detail. 11. Provide 8" of bearing each end for block lintels, typical unless noted otherwise. Fill bloc'; cores solid for two courses below bearing, unless noted otherwise. Provide 8" deep block lintel with 2 - #5 continuous for all openings less than 3'-6" unless noted otherwise on the plan. Structural Steel Notes 1. All structural steel work shall be done in accordance with the UBC Standard No. 27-2. 2. All connections shall be adequate for the beam reactions indicated on plans. Where beam reactions are not indicated, connections shall be adequate to support the maximum uniform load capacity of the beam for the shape, span, and steel specified. 3. All bolted connections shall be made with ASTM A325 bolts (unless noted otherwise on plans), in accordance with UBC Standard No. 27-7. Minimum bolt diameter shall be 3/4". Independent testing company shall verify the minimum specified bolt tension for 10% of the bolts for each connection with a minimum of two Molts per connection. 4. All welding shall be done in accordance with the AISC Specifications referred to in Ttem #1 above. Independent testing company shall check qualifications of welders at the start of the work and then make final inspection of all welds (including the roof deck) for compliance prior to completion of welding. 5. Steel beams and lintels supported on masonry shall. have a minimum 8" of bearing with cores grouted full for three courses below bearing point unless noted otherwise. 6. Steel beams supporting masonry walls over openings shall have a 1/4" plate the length of the opening by the width of the wall welded to the bottom flange unless noted otherwise. 7. All structural steel shall be ASTM A36, unless noted otherwise. Tube steel shall be ASTM A500 Grade B (Fy = 46 ksi), unless noted otherwise. Steel Joists Notes 1. Steel joists shall be designed, fabricated, and erected in accordance with UBC Standard 27.4. 2. All steel joists bearing on steel inserts embedded in masonry walls or on structural steel members shall be welded thereto in accordance with the SJI, unless shown otherwise. 3. All steel joists bearing on masonry walls not provided with steel bearing inserts shall be anchored to the walls with steel bars or anchor bolts in accordance with the SJI, unless shown otherwise. Steel Decking Notes 1. Steel roof decking shall be 1 1/2" - 22 gage "Intermediate or Wide Rib" and shall be designed, erected, and anchored to the structural steel supports in accordance with the manufacturers suggested specifications and the recommendations of the Steel Deck Institute, unless noted otherwise. 2. Fasten roof deck units to supporting steel members with 5/8" diameter puddle welds spaced not more than 12" o.c. at every support, unless noted otherwise on the plan. Screw (#12 TEK) sidelaps at mid -span between joists, unless noted otherwise. PHASE #2 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHRNHRSSEN, MN S5317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, MINNESOTA 55331' (612) 474-3291 ORR6,801.6RERN,MENK,INC. CONSULTING S EFs EN YRLLEY ODRD, SUITE 211 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FOX (612) 544-8914 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PR07C.7:_-ION/\U EIIISIP1EVT, UNDER Tt4F:OW5OF STATE OF MINNESOTA. DATE 3/Z/ 92 REG. NO_.rI G-104 ROOF FRAMING PLAN STRUCTURAL NOTES COMM. NO.: 8q -2o2 DRAWN: AL. /HiDM DATE: 3/2/90 REV; S2 SCANN WELD METAL ROOF DECK TO WELD R. W71/2" PUDDLE WELD 0 EVERY 1 1/2" - 22ga. METAL OTHER RIB. DECK. WELD EE 4x1/4 x CONT. W71/2"`0 X-BRACE JOIST BRIDGING O HEADED STUDS 0 4'-0"o.c. END BAYS. (TYPICAL) 7 z - - - -� - - - - - - - - - \ ` - - - - - - - - - - - - - CUT BOND BEAM TO SLOPE OF ROOF. MAINTAIN MIN. 8" DEEP BOND BEAM W/2 #5 BARS CONT. BRIDGING ANCHOR BY JOIST SUPPLIER 12" CONCRETE BLOCK #4 DOWEL - SEE SEC. 2/S3 z '• . 3 . COMPACTED GRANULAR FILL `V FLOOR BY OTHERS. (TYPICAL) �Iff�lli • • 111�IIl 0. . q o • ° • �• •OO. •°. °O•• oe o • •%7 • •• 2 #8 VERT. BARS FULL HEIGHT. DOWEL INTO EXIST. FOUNDATION WALL TO TOP OF FTG ELEV. EXISTING 12" CONCRETE BLOCK. EXISTING FOOTING ELEV. 96'-0" ± SECTION SCALE: 3/4" - 1'0" 2 #8 VERT. BARS FULL HEIGHT. DOWEL INTO EXIST. FOUNDATION WALL TO TOP OF FTG ELEV. 1/4" 2" TYP. NOTE: FIRST COURSE ABOVE TOP FLANGE OF STEEL BEAM SHALL BE GROUTED SOLID. (FULL LENGTH OF BEAM) OL ELEV. 113'-1" W BEAM W7 1/4" f- 8"x5/8"x8" BAG. E 2 - 1/2"� HEADED STUDS X 4 1/2" LONG. I" GROUT UNDER IP 2 #4 VERT. BARS UNDER BEAM BEARING. DOWEL INTO EXISTING FDN WALL TO TOP OF FOOTING ELEVATION. TYPICAL BEAM BEARING on MASONRY NO SCALE GRID DASHED INDICATES 12" PARAPET �O SIM. T0. (GRID A) r — — — — I I #4 BARS x 3'-4" 0 8'-0"o.c. I I 1 1/2' - 22ga. METAL DECK 0 SIM. TO (GRID A). CENTER I (TYPICAL) IN 12" BLOCK. I I I I JOIST BEARING ELEVATION SEE PLAN 4 2 1/2x2 1/2x1/4 x 1-0" LONG W/2-1/2"� STUDS 0 EACH JOIST. 12"x8" BOND BEAM W72 #5 BARS CONT. STEEL JOIST SEE PLAN 12" CONCRETE BLOCK #4 DOWEL x 7'4" 0 8'-0"o.c. _z CENTER IN 12' WALL. BREAK OUT TOP OF FILLED TOP BLOCK do FILL CORE SOLID W73000 psi GROUT TO TOP OF FOOTING 0 BAR. N (OMIT 0 SIM. TO) GRADE ELEVATION - SEE ARCH. PLAN — - - - ELEVATION 1001-01, i. �11mm. • COMPACTED GRANULAR FILL FLOOR • BY OTHERS. • — EXISTING 12" CONCRETE BLOCK • EXISTING FOOTING ELEVATION 94'-8"± (96-0" 0 SIM. TO GRID A) 0 0 0 2 SECTION S3 SCALE: 3/4" = 1'0" STOP ALL JOINT REINF. @ CONTROL JOINT. X-BRACE JOIST BRIDGING 0 END BAYS - TYPICAL — 1 1/2" - 22ga. METAL DECK. - - - -------- - - - - - - - - - - - - - - - - DECK BRG 4 2 1/2x2 1/2x1/4 x CONT. ELEVATION VARIES. FIELD WELD TO EMBEDDED FL STEEL JOIST - SEE PLAN BRIDGING ANCHORS BY JOIST SUPPLIER ELEVATION - SEE ARCH. PLAN #4 x 4'-0" LG. PARAPET REINF. 0 8'-0"o.c. FILL CORES SOLID W73000psi GROUT. TOP OF R'_ ELEV. 119'-0" GRIDS A TO A.5 TOP OF R'_ ELEV. 118'-4" GRIDS A.5 TO B ELEV. VARIES TOP OF BOND BEAM ELEV. 118'-0" GRIDS A to A.5 ELEV. 117'-4" GRIDS A.5 to B 12"x8" BOND BEAM W72 #5 BARS CONT. FIL 3x14x1/4 W72 - 3/8" � x 4 1/2" HEADED STUDS 0 4'O"o.c. GROUT SOLID. -12" CONCRETE BLOCK #4 DOWEL - SEE SEC. 2/S3 COMPACTED GRANULAR `1 FILL FLOOR BY OTHERS OL ELEVATION 100-0, EXISTING 12" CONCRETE BLOCK EXISTING FOOTING ELEV. 96'-0"± (A to A.5) ELEV. 94'-8"± (A.5 to B) 0 oG o • • • • � CONTROL JOINT SEALER & BACKER ROD - 7 SEE ARCH. PLANS --2 ---------� BLDG. PAPER OR APPROVED BOND BREAKER SEALER & BACKER ROD - SEE ARCH. PLANS GROUT SOLID FULL HEIGHT NOTE: 1. SEE ARCH. PLANS FOR CONTROL JOINT LOCATIONS. 2. ROOF BOND BEAM IS CONTINUOUS THRU CONTROL JOINT. SECTION @ MASONRY CONTROL JOINT NO SCALE SECTION SCALE: 3/4" = 1'0" PHASE #2 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN SS317 ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WATER STREET EXCELSIOR, M INNESOTA 55331 (612) 474-3291 DAR6,B0L6REAN,MENK,INC. CONSULTING STRUCTURRL ENGINEERS 7575 6 0 L 0 E N VALLEY ROAD, SUITE 211 GOLDEN VALLEY, MINNESOTA 55427 (612) 544-8456 FAX i612i 544-8914 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNEE)SOTA. DATE 3/2/90 REG. NO 16704 STRUCTURAL DETAILS COMM. NO.: 89-202 DRAWN: AL/HDM DATE: 3/2/90 REV: S3 SCANNED 14 ( io, -7 *7 NUMBERED NOTES: 2040 LOUVERS By GENERAL GONTRACTO. \l 12� ` INSULATE T)UC.T t /0'-O�T M i LOW VOLTAGE 3 BUTTON CONTROL STATION O SUPPLIED BY DOOR SUPPLIER, INSTALLED WIRED BY ELECTRICAL CONTRACTOR. OLIGHT FIXTURE TO BE MOUNTED BETWEEN J015TS USING UNISTRUT. BOTTOM OF FIXTURE TO BE AT LEAST I" ABOVE BOTTOM OF JOIST, SEE DETAIL 3/ME1. 3 PROVIDE A 200A, 3 � METER BASE � SOCKET O (FOR METER INSTALLATION BY POWER CO.). COORDINATE EXACT REQUIREMENTS WITH N.5.P. OLINE VOLTAGE THERMOSTAT) PROVIDED BY MECH. CONT. , INSTALLED AND WIRED BY ELEC. CONT. OPROVIDE A 20A-1P MANUAL MOTOR STARTER . (TYPICAL WHERE INDICATED). PROVIDE INTERLOCK CONNECTION BETWEEN EXHAUST PAN AND MOTORIZED DAMPER. ELECTRIC METER BASE 4 SOCKET MOUNTED ON EXTERIOR WALL— UNISTRUT FLUORESCENT FIXTURE 3 MOUNTING DETAIL MCA ND SCALE I .. 2-AM (TYP• 2 3 aR - CR TYPE "A''� Q_ 6D" I FIXTURE "'V (TYP) �C E_F -2 k INSTALL HfUl A 20X 20_IN_LET ------ 2 WITH 112" MESfj- 2 iD 2 FLEXIBLE DUCT A v CONNECTION 5 48 `�(Tyo) o _ �---- — E F-2 M 12DV 1 12 HP NOTE' 12 ExNEkALvCONTkACTOR ALL INTERIOR CONDUITS ARE TO BE RUN EXPOSED. NO EXTERIOR CONDUITS TO BE EXPOSED UNLESS 3.� OTHERWISE NOTED. �O Q0\ � `INSULATE DUCT C, Qk FLOOR SCALE: l/ m X40 LDVYER�-___BY CGENF-RAL CONTRACTOK 18 U- Q 18l "All y FLEXIBLE._ DUCT CONNECTION "A II ___ft ail e 214x2L4.6ACKDRAFT DAM PER EF-1 �120 V, 10, 112- HP i INSULATE DUCT 211-y431D THWCU 0h'U�, NOTE. DISCONNECT SWITCH TO HAVE SOLID NEUTRAL ASSEMBLY AND BE RATED FOR USE AS SERVICE EQUIP. 20DA-3P FUSIBLE :DISCONNEC SWITCH 2 "- y# 3/0 THWC U POSED INDUITS� 1 I U.G. SERVICE BY N.S.P, PLAN NORTH PANEL NDTE: PANEL "A" TO BE 12O1208V,30,gW. PANEL 200A BUS W/TOPLUGS ONLY. „ SURFACE MOUNTED . CDMPLETE A„ WITH (18) 1- POLE , 20A CIRCUIT SEE PANEL NOTE) BREAKERS � (2) 3- POLE SPACES. 2 ELECTRICAL SERVICE RISER DIAGRAM M 4 NO SCALE 91-OOR �-12--- INSUL�TE DUCT Al„ 3 EP-1 I INSTALL HICrH 2 3 20X20INLE WITH yz" i MESH I rn N 24 x_32 L0UVI-- BY GEN. CCN rTkACTOR TYPE "B" FIXTURE (TYP) i yx24MCT lr-MPE Tye-%,) "A 42 PANEL "A" - LIGHTING FIXTURE NOTES: TYPE "A" FIXTURE TO BE AN INDUSTRIAL FLUORESCENT WITH THE FOLLOWING FEATURES — NOMINAL I'X4', 2- LAMP (FyO/CVJ). — SOLID TOP, TURRET STYLE (NO UPLIGHT). — DIE- EMBOSSED STEEL REFLECTOR, FINISHED IN WHITE ENAMEL. — 12OV, ENERGY SAVING BALLAST. — UNISTRUT MOUNTED , SEE DETAIL 31111E2. — LITHONIA # AFST-2q[l-120-ES. TYPE "B" FIXTURE TO BE AN EXTERIOR H.P.S. WITH THE FOLLOWING FEATURES: — POLYCARBONATE HOUSING AND REFLECTOR. — ROTATABLE POLYCARBONATE PRISMATIC LENS. — 5D W H. P.S. LAMP(INCLUDED WIUNIT). — INTERNAL PHOTOCONTROL. — GROUSE-- HINDS CARETAKER #CTL50SR25yL5. p1ANWtfFll PUBLIC t0RK8 i AUXILIARY STORAGE BUILDING PHASE #2 CLIENT CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 Eos CORPORAT10N ARCHITECTS • SPACE PLANNERS INTERIOR DESIGNERS 470 WRTER STREET EXCELSIOR, MINNESOTR 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL ENGI NEER UNDER THE LAWS OF THE STATE OF MINNESUIR. DRTE� a2 -90 REG. N0./(-8/3- GENERAL MOTES: 1) CONTRACTOR "UST FIELD VERIFY ALL DIMENSiCNS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND COMM. NO.: 89105 DRAWN: DATE: REV: LEC. 101E] SCANNEC I► i 1 "/ P4ftoA,6 RJ �- ?uQs t %"oek,% FWa1; 4 i a,, It 7 9014 Oc C��NG By d-5-151wN - SSE NoT;� I 1° 0 Qi 2p5 A6 9 V C✓ � 1777V1 ' Q ,POND H ,, 1t / /� Z C\j III (1 << ,— WARE D XIFENCE 0 \� ;8 z RESERVED PONDING / AREA 1 FOR UILDING XPANSI N 09A/ 6 WOODED ti I \ °20 . 1 (I �r AREA III; °� ►�� III ; , ,,h� �, Pvlit it / ICI I�' SUPPL TAO,,FESERVED PON DI AREA \0.03 AF o/ ` 2 o N � pry z G � / SCALE IN FEET / 50 0 50 100 COTE .TH! s PhAW 7N6 ! s ! Nc�uoED - __ .f�FL 1 N Fo/zNtAT/oNAL J�;J2 �s� Wvl�. /rl_ p1 C.�►►"1'!� t-ri45 SEED - GpM pLE7 1� P VIOVS TV TN 5 �+Gr-W 770/Y LEGEND EXIS i I NG CONTOUR PROPOSED CONTOUR DIRECTION OF DRAINAGE EROSION CONTROL FENCE NOTE -—-944—-- y mmmmmm EXISTING TOPOGRAPHY FROM BRW INC. STEEL FENCE POSTS SHALL BE USED TO SUPPORT SNOW FENCE �jj�j�I�il��s�II+.I. NAY OR SrP.%V' Bpi _S TWO P BARS CRIVEN THROUGH =^_OH BAD_° Iv2 -?' INTO G.R;U%11,. B-LES TO `_ o" '•VIR�D TO- S':0'A''. c r L 64 FPPTI. JT 1B L I C WORKS • GARAGE ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 Igos ARCHITECTS • SPACE PLANNERS! INTERIOR DESIGNERS 684 EXCELSIOR BOULEVRRD SU ITE ONE EXCELSIOR, MINNESOTA 55331 (612) 474-3291 WILLIAM R. ENGELHARDT ASSOCIATES, INC. CONSULTING ENGINEERS 1107 HAZELTINE BOULEVARD CHASKA, MINNESOTA 55318 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE REGISTRATION NO. GRADING & DRAINAGE PLAN COMM NO.: 87156 DRAWN: JC. DATE: 211a/ REV: I % LIMITS �a�.a: i rl Wit~: s:..A: \ \ �`ti=..�.,•� � � � , � � - ; �k Q \\ - ��;_ H LNT- 454 5 Q I D/i\5 ` 1 Ni. f` fNDC l-n0t IA L </k t Lluf � � � � t.ITJ n,11 P.i .� . v � FC I v I 0 kinoDa.0 Z P, / ,�� ,►, i tom+-nI O 1 N Ca l,,? t v; s ' �'1 i'� :��:(• �;�:-._. �.:._�.,::.';-��=,ter_.;- , / ` � - ';._'1�� L,��• � �� -=rya - - _ ^ •: �/ __- ; �'. J• -+:4. -li - /j q �r�• 111- � 1. ` 1 ) . 47, .. ` � 3, ..• ':�V' . _-�_� � -- _ _ __ F:k -.'• •; _•��v . 'err-�� � '"� CITY HALL/ LIBRARY SlTEf'�^^- PUBLIC WORKS GARAGE SITE - I`i I' t` ���tt 1 L-/ L�, �. t�6�"i✓�- ...-'�-: s .l"1 i� 1- 1� �, t r 'i�, r'.^' � . , 4' � " -� -.- _ - - - _ -. �_ � .cs' VICINITY ,MAP ►, -:�= �1----__--- _ :' All E:JI a . SCHEDULE OF DRAWINGS Al SITE / ROOF PLAN C 1* GRADING & DRAINAGE PLAN A2 FLOOR PLAN A3 BUILDING SECTION, EXTERIOR ELEVATIONS A4 BUILDING SECTION, EXTERIOR ELEVATIONS A5 DETAILS S 1 * FOOTING / FOUNDATION PLAN & DETAILS S2 ROOF FRAMING PLAN S3 STRUCTURAL DETAILS AND NOTES M 1 PLUMBING & HEATING PLAN M2 SCHEDULES, DETAILS El LIGHTING PLAN, SCHEDULES E2 POWER PLAN LOT SIZE: 232,978 S.F. EXISTING BUILDING FLOOR AREA: 10,287 S.F. ADDITION FLOOR AREA: 9,446 S.F.- TOTAL T ILDING FLOOR AREA: 19,733 S.F. PERCENT OF SITE COVERED BY BUILDING: 8.5 PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE: 0.5 PERCENT OF SITE COVERED BY PARKING AREA: 10.25 TOTAL SITE COVERAGE: 19.25 NUMBER OF PARKING SPACES REQUIRED: 16 SPACES NUMBER OF PARKING SPACES PROVIDED (INCL. H.C.): 27 SPACES HEIGHT OF EXISTING BUILDING: 27 FT. HEIGHT OF ADDITION: PUBLIC WORKS GARAGE I B CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 Eos COR /r4 ARCHITECTS • SPACE PLANNED • INTERIOR DESIGNERS 684 EXCELSIOR BOULEVRRD O SUITE ONE EXCELSIOR, MINNESOTR 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR, REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL RRCHITE,CT UNDER THE LAWS OF THE STATE OF MINWESOTf:� DATEREG. NO NOTES: CONTRACTOR MUST FIELD VERIFY ALL 1\aUQ a� ro(,,_� ���"5 IMENSIONS BEFORE COMMENCING WORK. N IFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. J C- M L( - ' cq, �o�'F �e�k - � e•Fore ro b.�i r CA NO OCCUpANCyALLCry - - --. `r CALL BUILD,ECTION ANp ' • eD �jl' irCC�k PENALTY -MAX MUMP,I o oR �37- AOv' Fft F O SUBS vANsECTo 1'"ISFECIrHCODS ONDPQAt4CE B(.IILDING NS, CIT OF FIELD aEPT �HDAa SNow ACA SITE /ROOF PLAN COMM NO.: 8,7156 DRAWN: JC DATE: Z/18/86 REV: Al SCANNED I m 3 m CONC. STOOP ON EXIST. FDN m (V cn m N m N 2 y NEW CONSTRUCTION FX!ST!NG BUILDING » - 102 0" r 2"2-1/2 APPROVED PLANS, SURVEY 11,0" 1'4" " 2'8" S'0" 2.8" S,0" 2'8" S-0" 2'8" 5'0" 2'8" '0" 5'S-1/2" 4" 2.8" 1, 5'0" 2'8" 2 4" AND PERIVIfTpCARD MUST DOWNSPOUT & - 12 CONC. STOOP 13 BE ACCESSABU O OB SPLRSHBLOCK (TYP.) 2 1 R5 OIN EX15T, i0N R5 SIM.ITE AT AI.L TIMES. A4 U STOP SIDING HERE R1 SPLRSHBLOCK SPLRSHBLOCK 115R II I I 4� " CMU - PROVIDE CHASE 1" CMU - PROVIDE CHASE OFF ICE N it W F.E. LUNCHROOM FOR ROOF DRRIN - VERIFY F.E. CAB FOR ROOF ORRIN - VERIFY I OFFICE OFFICE �CRB. PARTS SIZE W/ MECH. SIZE W/ MECH. E106 S" SLAB ON GARDE 8"x16" FTG OFFICE E1051� E l 0 5 [3 CORRIDOR E1 6x6 - W2.9xW2.9 WWF I I W/ 2 - ♦S CONT. = I a�-�3c� 116'CORRIDOR'/RELOCATE EXIST. EMOVE EXIST. E T/SLAB EL. 100"0" UNj rFE 99'1"111 II I COUNTER W/ SINK I VCT @ NEW ' SLOPE TOWARDS DRAIN II I COUNTER, SINK & 1" SLAB ON GRADE 115 TO ROOM 116. E104 REMOVE EXIST. T.&G. REMOVE REF. RELOCATED 6x6 - W1.1xW1.4 WWF SIDING. PATCH CONC. BLOC PATCH VCT. I r DOOR b FROM RM. E106 PROTECT SIDING FOR 3/8" STL. DOWELS PATCH Lev a r- kctf-f w arG = REAPPLICATION 16" O.C. vERT. 1 8" CMU 11� m I I 1" 1 1" HIGH CONC. TO MRl Ill 106 RELOCATE DOOR z I I FUTURE PA TH ION 4' 3`0" 3'4" 9'II" 3'4" FURNACE BASE BLOCK WEXISTI G HIGH I VERIFY SIZE I I ORRIDOR REMOVE EXISTING 4" CONC. 1 I W/ MECH. 116 I \� TO DR. 9114 \ 0 E107 ttl! ZE I -2" STORAf E I -2" TI I NEW VCT EXIST. VCT �h�� a 1 _ , 117A I 122 m I I ��pyrgc� noon wJ TOILET f: MAINTENANCE BAY P I I 121 bC30R OF REvemse = BEHOVE EXIST. JAN. 3"0" swl 6" Cnu WALLS TO 1'0" WIDE KNOCK E1 22 I - R?� is UNDERSIDE OF DECK OUT PANEL E110 E111 I NEW 8" CONC. BLOCK WALL I I I LOCKER 1 F.E.�y r OIL �TORRGE 12 �120 I MECH. I TO UNDERSIDE OF DECK UILET 2 11g METER ROOM METER REPAIR LOCKER ROOM � I 113 RELOCATE DOOR TO FUT E COILING O.H. 1'6" 1'1� '10" 118 117 E108 E109 I��gE CMU LLTING DR #115B DO S BY OWNER = r ! REMOVE EXIST. 12" 1 w ,� �� OFF I Cr-- cnU. NEW BOND BERM TOILET I I TOTREr FACES 1 a N I ll9 e e TO HAVE 1" BEARING II REMOVE EXIST. DOOR & FRAME, REHANG DOOR 3 1 , Dp -5 ED Dddit MIN. EA. SIDE OF OPG. E112 1 R1 m I f�" I �' I 1I \ ON NEW FRAME (REMOVE KNOB AND REVERSE AND REPLACE) F.E. _ _ _ _ 117E 2 HOUR CEILING ASSEMBLY - [LCL ,. _- 2 LAYERS 5/8" FIRECODE GYP. BD. 122A O 122D OVER 7/8" HAT CHANNELS @ 21" O.C. FILL CMU W/ 1136 ATTACHED TO JOISTS PROVIDE MET. INSULATION BLOCK IN OPENINGS STUD FRAMING AS NECESSARY F.L.3 sp. @ 1" F.E. �� �L� REMOVE EXIST. 12" CMU W/ .2" CMU BOX ,IN DUCTWORK BELOW BOT. JST CHORD. 15'8" 8'0" -1- 3'4" 0' 7'8" 6" 4" 13,v 6" 6"1" 1 �" 0" @ DOOR OPG. TOOTH PROVIDE 24" x 24" ACCESS PANEL @ VALVE ON EAST WALL IN 12" CMU JAMBS j J & BOND BERM • v%Oh �,p� vub*' ,1 614 CO•^S7'�uCM.Oh 1 azZz - E,1 ST 1 N (jVy AL.';.S 1 a - N1 a \y \V A L"3 13'6" 18'0" 18.01, 18 " I _ _ _ - \V,&Lts TO 13 1T b 1,%0L ( 5 HC-p I - L - - - - -j L _ _ _ J L _ - - _ 1 - OB LU 7f0 5 I —REMOVE U WALL APPROVED - -- - RELOCATE EXIST. DOOR _ TINGS 1 SUBJECT TO COMPLIANCE IN NEW FR E B AK ILL RNSULAT N) WITH CODES AN FIELD INSPECTIONS. 1 RELOCATE EXIST. UTY OE`CFiANfA ENBUILDING DEPT. -opy 123A _ INSFRA G \ DOOR TO DR. T. SLOPE �} GYPS M WALLB AR S" SLAB ON GRADE f- '' I _ FIREP CF J" 6x6 - W2 9xW2.s WWF I DATE 2 —� EXIST. O.H. DOOR FINAL SLOPE TOWARDS DRAINS RELOCATED i \ RELOCATE EXIST. 19 VEHICLE STORAGE O.H. GARAGE DOOR A5 SLOPE 123 AND RRlEs i0 DR.. 123B VEHICLES STORAGE 23E - I E124 F.D. F.D. F.D. ' 123B� is 1poor CONC. APRON T 0 3'0" BOLLARD (TYP.) CONC. SPLRSHBLOCK FOR ROOF DRAIN SPOUT 2 4' 0" SLOPE 2 R3 �� 'I I I I I 13 1 (TYP.) T A5T PANEL F.E.6� 0 IS \y^ CONC. STOOP ON EXIST. FDN � 5CQ 16'0" 0" 3'4" 33,8" 80'0" NEW CONSTRUCTION EXISTING BUILDING CA 1 4 R3 R3 HOLLOW METAL FLUSH DOOR TYPE 1 FLUSH DOOR W/ 1/4" WIRE GLASS 4 TYPE 2 3.0" L m i` LOUVER RANEL FLUSH DOOR TYPE 3 I. 3'1" 2„ 3"0„ 2- r9 i` HOLLOW METAL FRAME GROUT JAMB SOLID 3 ANCHORS PER JAMB TYPE FLOOR PLAN. w i� HOLLOW METAL FRAME GROUT JAMB SOLID 3 ANCHORS PER JAMB W/ TEMPERED INSUL GLAZING TYPE C SCALE: 1/8'' = 1'0" ORT I WASH BAY E101 DOOR AND FRAME SCHEDULE OOR # DOORS FRAMES HGRP REMARKS TYPE MRTL CORE CONST FIRE LRBL SIZE/LERF D IN TYPE MRTL WIDTH HGHT THICK ' 06 3 HM SOL I - 310" 7'0" 1-3/4" PNT R 113P 1 Hm SOL ID 8 3'0" 7'0" - 4" PNT R 1138 EXIST - - B 1 10" 7'0" 1-3/4" 1 PNT A HM - NOTE 1 Ili EXIST - - - 1 3'0" 7'0" 1-3/1" PNT A HM - NOTE 1 115A 1 HM I - 3'0" 71" 1-3/4" PNT B 1158 EXIST HM INSUL B 3'0" 7'0" T R HM - NOTE 1 6 2 HM I SOL 10 - 3'0" 7'0" R • 1 7 3 HM SOLII - 3.0" 7'0" 1-3/1" PNT R • 18 3 HM soi I - 3'0" 7'0" 1-3/4" PNT A 120 1 HM SOLID - 3.0„ 7.0„ 1-3/1" N A - L_! A L- T 121 1 HM SOL 10 - 3'0„ 7.0„ 1-3/1" T A 22A 1 HM I - 3'0" 7'0" 1-3/4" PNT A 4 22D 1 - 3'0" 7.0„ 1-3/4" A HM 4 123FI EXIST EXIST - - 3'0" 10" 1-3/1" PUT A HM 7 NOTE 1 123E EXIST EXIST - - 16'0" 13'4.. 1-3/4" ENT- - - NOTE 2 123C 1 M I - 3'0" 7'0" - / " N B 1HMI B I 3'0" NOTES: 1.) REUSE EXISTING DOOR & HOWE, NEW FRAME VERIFY SIZE 2.) REUSE EXISTING DOOR & TRACK, NEW WOOD JAMB & WERTHERSTRIP ROOM FINISH SCHEDULE RNOM NAME mo LL L.. (n m WALLS CEILING REMARKS NORTH EAST SOUTH WEST MRT FIN MATL FIN MRTL FIM MATL FIN MATL FIN IHGH1 E101 WASH BAY EXISTING E102 MAINTENANCE EXISTING E103 PARTS STORAGE EXISTING E104 CORRIDOR EXIST PNT EXIST PNT EXIST PNT EXIST PNT EXISTING E10S OFFICE I EXISTING E106 OFFICE EXIST VB EXIST PNT EXIST PNT I CMU PNT EXIST PNT ACT ,, EXIST TO BE REMODELED E107. CORRIDOR VCT VIM MW„t !!" "' ` JW PNT - - ACT 8,0„ EXISTING - NOTE 4 E108 METER REPRI EXISTING E109 LOCKER ROOM I EXISTING E110 JANITOR EXISTING Elll TOILET EXISTING E112 TOILET EXISTING E113 OIL STORAGE CONC - CMU - CMU - CMU _ CMU - GYP PNT VERIFY EXISTING -NOTE S 114 OFFICE VCT VB CMU PNT CMU PNT CMU PNT CMU PNT ACT 8'0" NOTE 3 115 CORRIDOR VCT V8 CMU PNT CMU PNT CMU PNT CMU PNT ACT 8'0" 116 LUNCHROOM VCT VB CMU PNT CMU PNT CMU PNT CMU PNT ACT 8'0" 117 METER ROOM CONC - CMU - CMU - CMU - CMU - _ _ NOTE 5 118 MECHANICAL CONC - CMU - CMU - CMU - CMU - GYP PNT VERIF NOTE S 119 LOCKER ROOM VCT VB CMU PNT CMU PNT CMU PNT CMU PNT ACT 8 0., F L= j;r "r 120 TOILET VCT VB CMU PNT CMU PNT CMU PNT CMU PNT ACT 8'0" =-L-L; IALL:T_ 121 LOCKER/TOILET VCT VB CMU PNT CMU PNT CMU PNT CMU PNT ACT 8'0" _<1:-L A L T-" 122 STORAGE CONC _ CMU - CMU CMU - CMU - - - - NOTE S VN,ICLE STD,-:.CAtdEs-._r-«- .._...Ettt1crv..•...-: CMU E124 VEHICLE ST CONC _ CMU CMU - CMU CMU - - - - NOTES: 1.) ALL CEILING HEIGHTS TO MATCH EXISTING UNLESS NOTED OTHERWISE ( 8'0" ) 2.) REMOVE EXISTING BASE @ EXIST. ROOMS SCHEDULED FOR VINYL BASE 3.) PATCH EXISTING CONC. BLOCK WALL 4.) EXISTING & NEW ACT - SEE PLAN 5.) SEALED CONC. FLOOR "`REFLECTED CEILING PLAN TO FOLLOW NEW LIGHTING PATTERN, SEE ELECTRICAL NOTE: PROVIDE SPRINKLER SYSTEM THROUGHOUT ADDITION. CONNECT TO EXISTING SYSTEM. SEE MECHANICAL DRAWINGS. 1 WORKS ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHRNHRSSEN, MN 55317 os COPPoFtXnON ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 1384 EXCELSIOR BOULEVRRD O SUITE ONE EXCELSIOR, M INNESOTR 55331 (1312) 474-3291 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL RRCHICT UNDER THE LAWS OF THE STATE OF MINNESOT . , DATE 2/18/88 REG. NO 1S722 NOTES: CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. FLOOR PLAN COMM NO.: 87156 DRAWN: JC DATE: 2/18/88 REV: 'S A2 1 SCANNED JOIST BEARING V. 0'0" FIN FLOOR ELEV. 00' " BUILDING SECTION WEST ELEVATION 3 R4 )� JOIST BEARING ELEV, 118'8" SCALE: 1 /8'' = 1 '0" SCALE: 1 /8'' = 1 '0" 0 4" X 6" OVERFLOW �� ELEV. 110" SCUPPER LIGHT C.J. C.J. r - - - - -- - ' �16'0"x13'4" KNOCK OUT PANEL \ I I \ (:20 A5 , SOUTH ELEVATION JOIST BEARING ELEV. 112'0" S s Ll 4 R4 JOIST BEARING ELEV. 117'4" & EXISTING BUILDING NEW CONSTRUCTION MET. COPING ( PATCH TO EXIST. ) BLEND NEW SIDING INTO EXISTING C.J. MET. COPING ( PATCH TO EXIST. ) � = 4" H0RIZ. T 6 G J. C.J. CONC. BLOCK r. MET. COPING CEDAR SIDING 4" CEDAR TRIM 4" CEDAR TRIM Ll [i 4[jZff L__ As SILL BLOCK 0 SILL BLOCK 0 t EXISTING BUILDING CONC. BLOCK L NEW CONSTRUCTION ROOF DRAIN ROCK FACE OUTLET CONC. BLOCK ROO DRAIN OUT ET R.C. SLEEVE VERIFY SIZE W/ MECH. 22 15 15 AS RS AS MET. COPING !MET —MATCH EXISTING ( PATCH TO EXIST. ) 14 R5 ROCK FACE CONC BLOCK Fr 0 4" X 6" OVERFLOW SCUPPER .J. C.J. ROCK F CE� �G CONC. BLOCK F=:a t 1 Ire RAIN LEADERS �— CONC. SPLRSHBLOCK o 3 R5 24"x16" LOUVER TOP OF MRS. ELEV 120'0" (9 TOP OF MRS. ELEV 113'4" r 10 PUBLIC WORKS GARAGE ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHANHRSSEN, MN 55317 Eos I ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS G84 EXCELSIOR BOULEVRRD O SUITE ONE EXCELSIOR, MINNESOTR 55331 (612) 474-3291 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MI NE DATE 2/18/88 REG. NO 15722 NOTES: CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. - BUILDING SECTION EXTERIOR ELEVATIONS COMM NO.: 871SG DRAWN: JC DATE: 2/18/88 REV: A3 1 SCALE: 1 /8" = 1 '0" n Arl SCANNED L COPING OVER WOOD BLOCK 3" x 3" x 1/4" >_ STL ANGLE CONT. cr w _ 0 J W ao Lo LZ uo u, X JOIST BEARING ``' ELEV. 110'0" 1x4 T&G V JOINT s CEDAR 80AROS TO o MATCH EXIST. ~ 15# BUILDING PAPER �- 3-5/8" METAL STUDS 4" BATT INSULATION Q 1/2" GYP. SHEATHING 1" X 4" CEDAR TRIM o r f- 1 AS WOOD CANT BACK SLOPE TAPERED INSULATION TYPICAL ROOF ASSEMBLY ASPHALT AND GRAVEL BUILT UP ROOFING 3" RIGID INSULATION 1-1/2" STEEL DECK ? o 0 O STEEL JOIST a SEE STRUCTURAL B" BOND BERM 11 AS Zo ,I:, SUSP. AC. TILE CLNG WOOD CASEMENT WINDOWS 22 AS 12" CONC. SILL (BLOC 12" ROCK FACE CONC. BLK. GRADE FINISH FLOOR ELEV. 100'0" EXISTING FOUNDATION 1/2" EXPANSION JOINT 4" CONC. SLRB W/ GXG 10/10 WWM POLY VAPOR BARRIER COMPACTED SOIL REINFORCING SEE FIRST FLOOR PLAN & STRUCTURAL TYPICAL � WALL SECTION 9,9 SCALE: 3/4" = 1 '0" co ei o N m Lo m cc o n WALL_ SECTION SCALE: 3/4" WALL SECTION SCALE: 3/4" = 1 '0'' � WALL SECTION A4 SCALE: 3/4" = 1 '0'' L/ , PUBLIC WORKS GARAGE ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHRNHRSSEN, MN 55317 E 0s 0RA'nop4 ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 684 EXCELSIOR BOULEVARD O SUITE ONE EXCELSIOR, MINNESOTA 55331 (612) 474-3291 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ARC TECT IINDER HE LAWS �F THE STATE OF Nip DATE 2/18/88 REG. NO- 15722 NOTES: CONTRACTOR MUST FIELD VERIFY -ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. BUILDING SECTION EXTERIOR ELEVATIONS COMM NO.: 87156 DRAWN: JC DATE: 2/18/86 REV: SLUPL 1/4" PREFINISHED MET. COPING W/ KEEPER PREFINISHED MET. COPING W/ KEEPER z --� 20 MIL. PLASTIC SHEET IN HOT BITUMEN 20 MIL. PLASTIC SHEET IN HOT BITUMEN Lnn OVER TOP OF PARAPET, TURN DRY SIDE OVER TOP OF PARAPET, TURN DRY SIDE w Ln DOWN OUTSIDE FACE, MOP INTO FELTS DOWN OUTSIDE FACE, MOP INTO FELTS = u L-O w WOOD BLOCKING �4' F WOOD BLOCKING, 3/8" � ANCHOR 2'6" O.C.QSLOPE 1/4" �SLOIN i 8" ROCK FACE BLOCK � POINT UP TOP EDGE WITH PLASTIC CEMENT COUNTERFLRSHING W/ "S" SLIP ' - NAIL TOP OF BASE FLASHING 12" O.C. CONNECTOR @ JOINTS CL STAINLESS STEEL SCREWS AND NEOPRENE II POINT UP TOP EDGE WITH PLASTIC CEMENT r ~ II II —NAIL TOP OF BASE FLASHING 12" O.C. WASHERS THROUGH JOINT COVERS cn AND 2'6" O.C. MINIMUM "�--MASONRY ANCHOR W/ NAIL 2'6" O.C. � BASE FLASHING > II 3/4" PLYWOOD - 4" WOOD CANT BASE FLASHING SEE NOTES DETAIL 2/AS 8" BOND BERM COUNTERFLASHING CAULK AROUND PERIMETER �= SCUPPER FLANGE TO BE SET IN PLASTIC CEMENT -STRIP IN W/ BASE FLASHING SCUPPER W/ GRAVEL GUARD w cc o 0- 4� r7 �p o 0-Q0 �00 > R00 STOCK— 4 WOOD CAN BUILT UP ROOFING &SERLRNT II o �j0 � jgomQ� �p II 2 6 II II 2 TAPERED PERLITE II II BRCKSLOPE 2 6 II L Oo o TO ROOF DRAIN II 3" PERLITE/ I = POLYISO. ROOF II - - BUILT UP ROOFING II SLOP BRING W/ GROUT INSULRT ION � II 3" PER OOF INSU II PREFINISHED MET. 5")<3"DOWNOII 1-1/2" MET. DECK MATCH EXISTING\\'x3" ) \ STL. JOIST I I � , 1-1/ SET. DECK '• I I � � ANCHOR DOWNSPOUT TO WRCL If W/ MET. STAPS @ 4'0" O.C. MIN. SEE STRUCT. o STL. JOIST SEESTSRUCT. QI lx4 CEDAR SIDING VERT. REIN'F\\, \\TRUCT. - SEE STRUCT. FOR J01 T BEARING 1l�S II I / ROOF EDGE 2 ROOF EDGE SCUPPER 3 nr SCALE: 1 -1 /2" = 1'0" SCALE: 1-1/2" = 1'0" CUT NEW REGLET CONT. FL65TE ar COUNTERFLASHING INSERT ROD STOCK & SEALANT AIL TOP OF fEL SHIM AS REQUIRED NAIL MASONRY ANCHOR FOR ROCK FACE BLnjk COPING RN 20 GA. GALV. IRON ANCHOR COMPRESSIBLE IN CONT. PLASTIC SHEET AIR STOP-20 MIL. Y000 CANT STRIF NAIL TOP OF FELT FLASHING 12" O.C. SLOP BASE FLASHING METAL COPING AND WOOD BLOCKING f COUNTERFLASHING OF INSULATION COMPRESSIBLE INSULATION—::) 3" PERLITE POLY ISO. WOOD CANT STRIP —� INSUL. BASE FLASHING 00 1-1/2" MET. DECK O WOOD BLOCKING STL. JOIST FULL THICKNESS OF INSULATION TYP. BUILT-UP ROOF ASSEMBLY 1-1/2" MET. DECK STL. JOIST -SEE STRUCT. EXIST. CONC. BLOCK I REMOVE EXISTING WOOD FURRING AND SIDING EXPANSION JOI T A5 SCALE: 1 -1/2'' = 1'0" 12 DETAIL @DOOR 115A I12" CMU BOND BERM ROCK FACE FINISH SEALANT BOTH SIDES LOUVER BIRDSCREEN �— Pam= SLOPE CONC. SILL CUT DOWN 8" CMU 1/2" SEALANT BOTH SIDES MET. FLASHING SEALANT Q 4" CMU GRAN. INSUL. FILLED CORES LOUVER SCALE: 1-1/2'' = 1'0" o v- HEAD/SILL SCALE: 3/4" = 1 ' 0" EXPANSION JOINT I CANT & BLOCKING )VE EXIST, BASE THING & CANT @ AR CONDITION N N i N T ING @ SIMILAR 31T ION SCALE: 1-1/2'' = 1'0" 'ST. CONC. SLAB EXP. JOINT MRT'L SEALANT CONC. SLAB STRUCT. FOR REINF. ;REGATE BASE SCALE: 1-1 /2'' = 1'0" TAPERED INSULATION ROOF DRAIN 1/2" IN 12" W/ OVERFLOW CLAMPING RING GRAVEL GUARD ROOF DRAIN SCALE: 1 -1 /2'' = 1 ' 0" A 4' X 4 . CMU REMOVE EXIST. 12" V PATCH NEW SURFACE TO MATCH EXISTING. - - - - - - - - - - - EXISTING MASONRY WALL - - - - - - 1/2" EXP. STEEL ANGLE W/ EXP. BOLT JT. MAT'L INTO EXISTING CONC. BLOCK &SEALANT WRAP ANGLE W/ BUILDING PAPER 12" ROCK - FACE BLOCK KNOCK OUT FIRST WEB ALIGN W/ & GROUT SOLID EXISTING I� MOVE EXISTING CONC. APRON IS T ING 12" CMU FOUNDATION �- I � I I I SLAB NEW/EXISTING SCALE: 3/4" = 1'0" NEW /EXISTING SCALE: 3/4" = 1 1 0" 12" CMU _ RELOCRTED O.H. GARAGE DOOR (PRINT) REUSE EXISTING DOOR JAMBS REPLACE WEATHERSEAL 4" STL. PIPE BOLLARD - FILL W/ CONC. EXPOSE 4'0" ABOVE FIN. FLOOR (PRINT) S" CONC. SLAB SLOPE BEYOND O.H. DOOR STL REINF. - SEE STRUCT. 1/2" EXP. JT. MAT'L & SEALANT 1'0 110" CONC. PIER FOOTING - 10" DIA. 2'6" BELOW GRADE - EXTEND PIER FULL DEPTH OF FOOTING RE INFORC ING SEE STRUCT. S" CONC. APRON - SLOPE GROUT EXIST S OP 1/8" PER FOOT CMU F L @ AGGREGATE BASE REINFOIICING o REMOVE EXISTING TOP COURSE OF FOUNDATION WALL EXISTING 12" CMU FOUNDATION GARAGE DOOR SILL_ C2(SCALE: 3/4" = 1'0" �--= MET. COPING W/ KEEPER 12" ROCK FACE BLOCK 20 MIL. PLASTIC CONT. SEALANT 12" ROCK FACE BLOCK COUNTERFLASHING INSERT CONT. SEALANT POINT UP W/ PLASTIC CEMENT POINT UP BASE TOP NAIL TOP OF BASE W/ PLASTIC CEMENT FLASHING 12" O.C. NAIL TOP OF BASE MASONRY ANCHOR W/ FLASHING 12" O.C. NAIL 2'6" O.C. SEALANT COUNTERFLASHING W/ "S" SLIP CONNETOR @ JOINTS o COUNTERFLASHING W/ �cp oo�� ° "S" SLIP CONNETOR @ JOINTS 2 BASE FLASHING 6 4" WOOD CANT _ BUILT UP ROOFING - 3" PERLITE/ BUILT UP ROOFIN POLYISO. INSUL. 1/2" PERLITE °° -Q0c 2-1/2" POLYISO. INSUL. 2 O O 2 6 BRSE FLASHING 4" WOOD CANT :O 1-1/2" MET. DECK METAL BECK STL ANGLE -SEE STRUCT. STEEL JOIST SEE STRUCT. FOR JOIST BEARING ROOF EDG 5 ROOF EDGE A5 SCALE: 1 -1 /2'' = 1'0" UNIT BASE MET. FLASHING - — STAINLESS STL. SCREWS AND NEOPRENE WASHERS THROUGH JOINT COVERS 2.6" O.C. POINT UP TOP EDGE W/ PLASTIC CEMENT NAIL TOP OF BASE-------_ FLASHING 12" D.C. MUM BASE FLASHING—� SECOND STRIP -IN FELT 4" WOOD CANT =--_ FIRST STRIP -IN FELT LEAD FLASHING FLANGE WOOD BLOCKING ­11OOFING MATERIAL 2" RIGID INSULATION �- 4" MIN. cc� °Q 3/4" PLYWOOD BUILT UP ROOFING - 3" PERLITE/ POLYISO. INSUL. 2" PERLITE/POLYISO. INSUL. JSEE 1-1/2" MET. DECK �-- STL ANGLE STRUCT. 3" PERLITE/POLYISO INSUL. ROOF DECK DECK CLAMP SEALANT ROOF CURB SCALE: 1-1/2'' = 1'0" CUT APPROX. 1-1/2" DEEP REGLES IN CMU WALL W/ ABRASIVE CUTTING BLADE PRIME REGLET AND FILL WITH CAULKING INSERT COUNTERFLRSHING INTO REGLET- AND TOOL THE JOINT SMOOTH CONT. SEALANT E SEE NOTES DETAIL 5/A5 z EXISTING 12" CONC. BLOCK ( HATCHED) °) PATCH OPENING W/ CONC. =// KNOCK OUT FACE SHELL OF EXISTING BLOCK ABOVE BEARING POINT ( BLOCK CORES ABOVE TO PREVENT fJ EXISTING GRANULAR INSUL. FROM Q 0 FLOWING OUT j FILL CORES BELOW FOR JOIST BEARING ( SEE STRUCT. FOR BEARING PLATE ) 6 ROOF EDGE �5 SCALE: 1-1/2" = 1'0" 8" CMU BOND BERM 10 3-S/8" MET. SOFFIT FRAMING -ANCHOR TO CMU 1/2" GYP. BO. SHEATHING 15# BUILDING PAPER l)c4 T&G V-JOINT SEALANT o CD Z! WOOD BLOCKING a CD - & SHIM I Z O0 WOOD CASING I a cn o0 MATCH EXISTING o I cr, CLAD CASEMENT WINDOW 4- 1" CEDAR TRIM BOARD I I WINDOW HEAD 45) SCALE: 3" = 1'0" Ix4 T&G V-JOINT \/ _. 55 RR S ID ING V 1x2 WOOD FURRING' 8 CMUSTRIPS @�-I--- ]x4 CEDAR SIDING 8" CMU-FILL CORES ON 1x2 FURRING W/ GRANULAR FACE IOF 12" INSULATION CMU BELOW 12" ROCK FACE SEALANT-- (DRSHED) _ CONC. BLOCK . CONCSILL BLOCK CUT CMU SILL BLOCK ­.w -, GRANULAR INSULATION TO FIT FLUSH ad WOOD CASING I `- IN WALL CAVITY tMATCH EXIST. �f'�q D IURRINGNGI- �- - PREFORMED RUBBER FURRING 'I CONTROL JOINT GASKET 1" CEDAR TRIM `1 BOARD G N 3/1"I FILLER ROD AND SEALANT TYP. ALL JOINTS I SEALANT 12" CMU-F(LL CORES CLADICASEMENT�— W/ GRANULAR WINDOW \ INSULATION CONTROL JOINT SCALE: 3/4" = 1'0" H.M. FRAME INSUL. H.M. DOOR W/ WEATHERSEAL ROLD SET INHMASTIC 1/2" EXP. JT. MRT'L W/ SERLAN CONC. STOOP-4" SLAB SLOPE 1/8" PER FOOT REMOVE TOP EXISTING COURSE @ DOOR OPENING EXISTING 12" CMU FOUNDATION WALL A" GRAVEL BASE -EXISTING 6" CMU FOUNDATION v SCALE: 1-1/2'' = 1 '0" WALL SECTION v SCALE: 3/4" = 1'0" WINDOW JAMB SCALE: 3" = 1'0" PUBLIC WORKS GARAGE ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHRNHRSSEN, MN 55317 os DI nON ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 684 EXCELSIOR BOULEVARD O SUITE ONE EXCELSIOR, MINNESOTA 5S331 (612) 474-3291 CERT IF ICAT ION: 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ARCH)TECT UNDER THE LAWS OF THE STATE OF INNE,S -R A DATE ��/11,88/�88 REG. NO 15722 NOTES: CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WGRK`Y NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. D ETAI LS COMM NO.: 87156 DRAWN: JC DATE: 2/18/86 REV: ANNED I L CONSTRUCTION LIMIT—IQE,�CIIRSTRIJCTION� EXISTING BUILDING \-Z-� 6" FUTURE FINISH FLOOR ELEV_100'0_— 12" ---t 4- _ _ _ _ _ _ _ _ _ FILLED TOP FUTURE CONC. STOOP CONC. BLOCK (TO RP RFMQVFn @DOORS FOR 0.0 Q Q 0 00 O 0` PHASE 2 1 �, 0 Q 00' O O o �'� O O Q O O '�� 0 Q O O O- NOTE: - O 0 0 1-1/2" RIGID �� o O CLAY FILL BY OWNER O Q 0 C INSULATION NOTE: I = o O O O O PRIOR TO PHASE ONE o O o Q O o .� (DELETE @ CLAY FILL BY OWNER J \\ OO O 00 O O, 000 CONSTRUCTION. LL O O ° O SIM. CONDITION) PRIOR TO PHASE ONE = Q CONSTRUCTION. LL 0 O ° 0 OO 0 O O O O GRANULAR BRCKFILL o 00 O o O O Oe a— O O Q O 0 REMOVE EXISTING J = o O a 0 C O CLAY FILL. ��� ��4Ao�-TUB L' O O 0 O O O o0 —_ 1 o SEE ALT. NO. 1 \\ O O Q O o O 0 0 O 0 — O O 6'0" LONG BOND BERM Q 40 O O Q 00 O 0� CENTER ABOVE PIPE SLEEVE Q 0 Q � - NOTE: JI jillk� / Q O O °� /,� �� �I NOTE: �I ! �O'v 0 GRANULAR BASE BY -� 0 o p \\(;\\ GRANULAR BASE BY p O OO 0 0 0 OWNER PRIOR TO PHASE '' ,I �'oO O O CONC. FOOTING OWNER PRIOR TO PHASE �� �Oo O O oU8o0`b / ONE CONSTRUCTION. ¢ ' oo�poo 0 0 0 �' SEE PLAN ONE CONSTRUCTION. �� � Quo0 � o o � 08U�0 2 FOUNDATION WALL SECTION,- r FOUNDATION (9 FUTURE STOOP \TI O N PLAN SCALE: 1/8'' = 1'0" 0RT FILL ABOVE TO PROVIDE DRAINAGE AWAY FROM WALL a FILLED TOP - CONC. BLOCK GRANULAR BACKFILL ;REMOVE EXISTING CLAY F ILL. 0,y SEE ALT. NO. 1 CONC. FOOTING SEE PLAN •II ti T I PHASE ONE CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 Eos XrUN ARCHITECTS ® SPACE PLANNERS A INTERIOR DESIGNERS 684 EXCELSIOR BOULEVARD* SUITE ONE EXCELSIOR, MINNESOTA 55331 (612) 474-3291 CERT IF ICAT ION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM R DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 2 REG. NO WELLS ENGINEERS MINNESOTA, INC. m 123 North Third Street, Suite 712 Minneapolis, Minnesota 55401 (61 2) 332-6093 NOTES: i CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF i' ANY DISCREPANCIES ARE FOUNn. i i FOOTING /FOUNDATION PLAN FOUNDATION DETAILS COMM NO.: 87156 DRAWN: DATE: 9/21/87 REV: I SCALE. 3/4" = 1 '0'' \Z—:,/ SCALE: 3/4" = 1 '0 T 1 i ;; ANNED y NSW C��TRyc,T�orl ��EXIS-ttNCa 8}t�nING 4 0 ID2'-o" if I) u i ti 1� �! /' 11 i it !i 2- --- — M.o•Mtn, I', .o. I'-4F _ I. 0� k,o, Eil SZ SCALE: 1 /8" = 1 '0'' NSW GoN TRVc.'ltUN �KTi r�c� •VII.�INC-s I,1✓'IRSY ;::L00R E.LEV. = I pp� p► 2,WE.LD F,00F I7U K -ro SQPPOKTiNG► .Jo15T4 &r IC01-• MIN. MOVIDE totJtr StflELAp C4NNCe-11 5el"W J Jots-"S U54NC� 412- TF-K Sc-REWS. I '>o w7 r 40 P ci6 f LOW ROOF - JOIST LOADING DIAGRAM WRY, LAN r�L �Nv Rrr1C� e' 64GH E4D 6 A E,A�N F>ND g'� E�C.H � �`�I✓___ l�-3 I Z" x �3'� g � . inl, 2-fit � L 4 Wax r8 WIC Ft5'i(D`xti" B 41EAGH V4P L-S W 10 x 2lo 4/a�7 . 'Ir '114x I I" L.-ln W Z4x0L1; 150T FE5/40"XII JZ" EALH Et4D_ L-- 7 2- W/ F� � .'x io'xt-3 $" E 46H END — WORKS ADDITION CITY OF CHANHASSEN 690 COULTER STREET CHANHRSSEN, MN 55317 CORPORAT ION ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 684 EXCELSIOR BOULEVARD O11TE ONE EXCELSOIR MINNESOTA SS331 (612) 474-3291 CERTI FI CATION: I HEREBY CERTIFY THAT THIS PLAN, SPEC. ,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE S THE E OF MINNESOTA, DATE 'Z REG.NO. 17�ZZ WELLS EN EERS; MINNES T>�t`C '` . O 123 NORTH THIR© STREET SUITE 712 MINNEAPOLIS, MINN. (612) 332-6093 NOTES: CONTRACTOR MUST IELO VERIFY ALL DIMENSIONS BEFOCOMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. ROOF FRAMING PLAN COMM NO.: 871Si DRAWN: e,,XV415 DATE:; REV: Ca�11. 3x3x'/4 Wc�,p To .10 ISiS 61 IZuD.G. MAX. � "V 1%A?A Z � CANT. L7� 0 2s V) 2 '9 - ' Q CD ,M N V6 Rai N Fri(-1 N Ca �HRV rooTitN(j S'«,P STEPPED FOOTING DETAIL NO SCALE vA1`l 1. C.i.g �`7 it i.�V �TQ�I I � 1�7"{ ✓� �i. w� lr �e � R,�lYlO`�IC�1✓ I IDLY L3x3xY4 jrj To ���-,T. G a.V4AL-- Iv-1/ h 60 L-'S C° ZA' O. c , "V ERT I CA L.LY) CovEK ki S;�G� EN ::) L+✓LL F-%� WALL AT NEW/EXISTING 3 " - 1 ` - Oil /4 SCZ- ARGu, X[o`' ISXTUPS ��Ix I Z•„ $Ohl iI �M . W 12�5 CDI!"I• _�' pKt�V I D>✓ 14�`f WAY AT ETxaE. of �u �U� CpNST�VC,T 101,4 .j0 INi' I/aMIr.1. MAKE -�-A\4tVT AS SOON AS +/4" r, PosQQ t B ASTER GOnI O-RTE GDN'f•RCaL `I O I NT NOTE. PPF-FUR^�ED sTR1P`� MA`S C3E >� I►� r_V aP SA�JCVT J01�1T WITH WRITTeN AP'P'RoV<aL or- S't'>�Y.rvFZAL z SLAB JOINT DETAILS 3 NO SCALE L- I►JTCL a M. SENERAL STRUCTURAL NOTES — — - DESIGN CODES AND SPECIFICATIONS (All latest edition) -Sx3&1- WELD TD '` �� C0�1'f, �DIS'f $RCa. ��QjX.��O�Pj - liform nnesota State Building Code Ja1SY5 WELD Rood F,.x'rE.ND 2- $rFN1 8f�R5 - Building Code D+LK TO At4OLE "X 2� iNTo 8on1D $M - American Concrete Institute (ACI ) IZ"QG, MAX, - American Institute of Steel Construction (AISC) - Steel Joist Institute (SJI) - Steel Deck Institute (SDI) \ - National Concrete Masonry Association (NC:MA:) MATERIALS, -Cast-in-place Concrete 1 - Slabs. . . . . . . . . . f1c - 4,000 psi at 28 days '101 s-f Sf E RAN - All t h o er concrete . . . f c - 3,040 psi at 28 days Structural Steel. Fy - 36,000 psi (ASTM A36) w -z-4r. - Rei.nforcing Bars. . . . . . . Fy - 60,000 psi (ASTM A615 Sr. 60) } - Welded Wire Fabric. . . . . . Fy - 60,000 psi min. (ASTM A1B3)'- 4-" �)- Concrete Block. . . . . . . . Vm - 1,350 psi min. E '�' � 6X0VID6� Fo �1 D DES I eN LIVE LOADS P-)RINCw 4RouT OP To JOIST 3 �'RLN� Sl"EU, (SEE 'PLAN) _ Snow . . . . . . . . . . . . . 40 PSF + Drift f t JOIST BRG . DETAIL Floor oor Office Area . 80 PSF S 3 1. i/2 = 1 - b - Storage Areas. . . . . . 150 PSF - Wind . . . . . . . . . . . . . 80 mph Zone qs = 17 PSF Cq = 0.7 Ce - 1.3 1 - 1.0 �,x 3x 114 600f W+CLP To ' Jo1515 . WELD RoDF 1 Z*,LK '10 AN61L-- MAX, 1 `rT L Jo Ist - Sri f>L.A4 J DIES 1�RC'S x 4 x a'-�� e . w 12 3/4 4 A (0s-rvX> �1 r nl WET C2RD uT -- r E, 6 JOIST BRG . DETAIL S 3 I f I I - oil 2 \4pLt, --'"r I \� K Q �"c Ftlz , �> I� uL-Dr- C q¢pV E IN bveK. 4xD-`z V`!�Z /QQ>x!c MUDS \ Tx W S-T Ci R 001. SST J oisT, 'PAOTCH wA w.. q" ' �-3x3x'!4 Co►�T w�Eo 1b � o151S� ,- � ' ; �.1 ELD Roo � 13£�..�C Tp Art�1 C� LE fv?URE JOIST -tYi? FUTURE JI5T' s-r�EL J or S1 - S CF, PI,A N JOIST BEARING DETAIL r8S. WALL PLAN AT JOIST BRG. ELEV. 9 JOIST BRG. AT E 1 1/211 = I -011 S 3 j2= II-011 S3 1 j2=1 -0 4-#4 �` ErJ rxKT1µ� r o x . X ��xSx`h� xo--a' � 4'-0" v,c.. ►� 1c� , o' . . �4�wL5. � Doom 50LT TO �4AL, , W / Z - +/Z„* (4„ Exv, ITS, W+✓LD To JD1St, 6p1 EEC Isf. fDM- 12EX15T: fPN WA4,L W14Z1. rIt ROOF EDGE DETAIL I,2•=1-0„ NG�H 44"xll"X+'o"�oFZ 'Z �►=Li. i��<arrt I/z" �o Jq N© S,C 1 N W E1 G1 v,0'� � U F T�*. LINTEL BEARING DETAIL STOOP DETAIL it=-11-011 74 I,l0151 t TYP. WR01 �,6 WALL MMOV6L) w�� uEW DopR 0?F11K*0 I T -SAS WNTE;L , avr E ►s1. 5LOZ}C F2U� c�N� AID±✓ SLIDE I N hN ULX-1 , 0101 0`iHw11z �4x, GWOF- IM 01'MEX A.N&Le, REMOVE WALL, PILAW F o R NEW DOOR OPENN6 W" CL45v�E F� yt� x to >< 3'-3a 12 LINTEL AT EXIST. WALL s I' �,A 11-0" Yi CA? -J -r SEE A2CR T6R C-AAI-T I✓OCA?IDN 1 INTERIOR- SE� Pt.RN 04 - - 444 POAC 5 G 24'O- e— EX1ER10R AS r04 WALL. SLAB AT 0. H. DOOR 3j4 = 11 { - 0 i i PUBLIC WORKS GARAGE ADDITION C11Y OF CHANHASSEN 690 COULTER STREET CHRNHRSSEN, MN 55317 0S Tt DN ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 684 EXCELSIOR BOULEVARD • SUITE ONE EXCELSIOR, MINNESOTA 55331 (612) 474-3291 CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL_ ENGINEER UNDER THE LAWS OF THE STATE OF INNESOTA. DATE Z Z RE6. NO- 173 Z Z WELLS ENGINEERS MINNESOTA INC. 123 NORTH THIRD STREET SUITE 712 MINNEAPOLIS, MINN. (612) 332-6093 NOTES: CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENC ING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. STRU CTU R�' L DETAILS AND NOTES COMM NO.: 87156 DR A W N: G,l..ww DATE: REV: .. ��CANNEfl I z4 LV K, P-.,Y SEA.:C, WM, �� CA PLT 4° F o t, Fu Ou uDzz_I_L 6'AFF I ! TH15 SKEET MA Q-rblr! A H1P11MUM OF ray 1 Q , OI" Cl3V E F_ { f' L , J _ I FU-Tt1 e_E_ fr<lll, 4�soki . MA N I'Af'r.t MAX. UErPT-H. SCALE: 1 /8" = 1 ' 0" • :'E tit ia►y�. ' Iqv F-L, ?_.;E r-0IPz . IIt �R.� It.t4 t �'"j � VE K�4�= '� LOG Q`T✓�Q1J b�" � L �G.`"�-�.t ��t't a.. �_r�,.tzvt Gt� �`� •32. x 3 2. LQuu �.E=- ��Y 4 rrl.J . Cep E.,,' -T1z-. :5'x 2.4 E;AwiFF fz- QNG G4"I-F-1 Mc-rc Iw. 0,Y MEc,N. G.t-�NTI rvt,. 6,1►a. ri1R-_T L All -S,Hu-Tc-�,t~F° --/aL\-V— To `S IJl;k{ j=illtCl.f~; M&iN �(1ALL C1 UaT5 '�E`'-E F�iz�U`j11tz�. G�S.F VF.�1-►i�/�i.-'�`-�i��cr� �GS�►'T�caU� PK(<. Dur—T r-4!4N-r45 e.IW. AFF, 1'VtvTF1_.T rau<-T wlTH AL,4,l_x._ iRot4 b0rHtL� EN` f IV4:Z.•F:17. AT I� K i Z fz-- /�1 �tti Mar,>IF`! EXi rfi-it�+K,EFzS I Ear>� E�10-T F=or-NE-41 wAL_L_ r)RAiNAG;fic IN VErJiCAL srvAAfL- ARsA5, rt -- NazZ L I •� R.D 4,I I E KFG c�lN u-T E p tiT f_. Lcac.z: XL, �-apt k F y `vf-ptf LccATiotlkCl-na�y�lEt I I l E EaTEp c- L c R I''/z.v �m G.W , t I; 3 -, 0 01-2 t 3„Foy 0, t. i E•: K�~U ►-" -1 N W L'f f -)?- --M) I LE-1 F IATU Ur--., j� PE 1Al t.-- ►JL0 T=� I #rE� A I PUBLIC WORKS GARAGE ADDITION f CITY OF CHANHASSEN 690 COULTER STREET CHANHASSEN, MN 55317 lEos I CORPORRT ION ARCHITECTS • SPACE PLANNERS • INTERIOR DESIGNERS 681 EXCELSIOR BOULEVARD O.JITE ONE EXCELSOIR MINNESOTA SS331 (612) 474-3291 I HEREBY CERTIFY THAT THIS PLAN WAS ­ PREPARED BY ME, OR UNDER MY DIRECT" SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNNEESOTA. A� DATE: - REG. N0. 4ig �72_ a I ESE v ESE ASSOCIATES, INC , CONSULTING ENGINEERS NOTES: i Z�DNTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. j I I i PLUMBING & HEATING PLAN COMM NO.: 87156 DRAWN:I r DATE: REV: I I SCANNED I FAN SCHEDULE FAN NO. MFGR MODEL TYPE'- CFM S.P. FAN RPM DRIVE HP VOLT REMARKS PRV-1 Acme PN165F AFWHEEL 24001103/8" 1100 BELT 1/3 120 18x18 DAMPER PRV-2 Acme PN165F AFWHEEL 2400 3/8" 1100 BELT 1/3 120 18x18 DAMPER PRV-3 Acme PN135 AFWHEEL 600 3/8" 1060 BELT 1/6 120 PRV-4 Acme PN135 AFWHEEL 600 3/8" 1060 BELT 1/6 120 PRV-5 Acme PR-100 AFWHEEL 300 3/8" 1750 DIRECT 1/22 120 PRV-6 Acme PR-100 AFWHEEL 300 3/8" 1750 DIRECT 1/22 120 EXPLOSION PROOF CLASSI, DIV2 AC-1 CARRIER RIVIERA 120 8000BTUH,WITH WALL SLEEVE AND INSTALLATION KIT AC-1 CARRIER JDT RIVIERA 120 8000BTUH,W/WAL-L SLEEVE & KIT AC-3 CARRIER RIVIERA 120 8000BTUH,W/WALL SLEEVE & KIT OK EOUAL, 0071DOOR APPEAW.ANC.E SHALL ME simiLAR rO EXrSTI+.Ia, GAS HEATER SCHEDULE NO. MFGR. MODEL CFM EXT.SP MBH.IN OUT HP VOLT REMARKS UH-1 REZNOR VENTURION 2470 -- 195/156 1/2 120 30 DEGREE DOWNTURN CEEXLB-200 NOZZLE,VENTER T-STAT WITH GUARD UH-2 REZNOR VENTURION 2470 -- 195/156 1/2 120 30 DEGREE DOWNTURN CEEXLB-200 NOZZLE,VENTER T-STAT WITH GUARD UH-3 REZNOR VENTURION 600 -- 60/48 1/30 120 VENTER T-STAT W/GUARD CEEXL-45 UH-4 REZNOR VENTURION 600 -- 60/48 1/30 120 VENTER T-STAT W/GUARD CEEXL-45 FURNACE LENNOX CONSERVATOR 1540 0.4" 100/80 1/2 120 INCLUDES T-STAT G16Q3-100 *NOTE: Electrical contractor will bring power wiring to unit and provide a disconnect. All other wiring by mechanical contractor. PLUMBING FIXTURES SCHEDULE ITEM FIXTURES W V CW HW DESCRIPTION F-1 WATER CLOSET 4 2 .5 -- FLOOR MOUNTED FLUSH TANK,HANDICAPPED(#1) F-2 LAVATORY 1.5 1.25 .5 .5 COUNTER TOP TYPE,HANDICAPPED (#1) F-3 URINAL 2 1.5 .75 -- WALL HUNG,FLUSH VALVE,t)NE FOR HANDICAPPED (#1) F-4 SINK 1.5 1.5 5 .75 .45 TO BE RELOCATED AND RECONNECTED BY MECH. F.D. Floor Drain 3 JOSAM 30600 FLOOR DRAINS WITH TRAP A.D.-1 Area Drain 4 -- - -- JOSAM 32020 AREA DRAIN WITH SEDIMENT BUCKET. A.D.-2 Area Drain 4 -- -- -- JOSAM 32130 AREA DRAIN WITH SEDIMENT BUCKET. 1A.D.-3 Trench Drain 3 -- -- -- JOSAM 76000 TRENCH DRAIN F-5 w^TER CooLER -LA3.. 14- .S NOTE #1. Mechanical contractor shall rough -in o0 y. Owner will furnish and install fixtures. Verify rough -in locations. s IF 11 t SHEET METAL PLENUM W/ 1/2 1 IN. LARGER THAN IN. ACOUSTICAL LINING - FLEXIBLE DUCT WIDTH OF PLENUM 1 IN. LARGER THAN DIFFUSER NECK SIZE. G IN. 8 IN. COLLAR STRAP CLAMP FLEXIBLE DUCT r— — — — — — — — — — — I G COMBINATION SPLITTER DAMPER a CONTROL GRID LAY -IN CEILING ZOVERLAP INSTALLATION INSTALLATION CEILING DIFFUSER TYPICAL CONNECTION TO DIFFUSER NO SCALE I BACKDRAFT DAMPER AND/ POWER ROOF VENTILATOR OR MOTORIZED DAMPER - I ACCESS FROM ABOVE DAMPER MOTOR LOCATION CURB a FLASHING PROVIDE FOAM - RUBBER BY GEN. CONTR. Kin GASKET AT TOP OF CURB /- ROOF - FILL IN SPACE I ��- -" CONDUIT BETWEEN DUCT 61 CURB W/ INSULATION I 2 IN. DEEP WATERTIGHT DRIP PAN i EXTERIOR DUCT --I INSULATION - - - - - 1 IN. DUCT LINER - 10 FT. MINIMUM LENGTH POWER ROOF VENTILATOR NO SCALE SYMBOLS AND ABBREVIATIONS --4 WASTE �- — V--t VENT COLD WATER (CW) �-- - - --t� HOT WATER ( HW ) �-- G GAS — F--,' FIRE SPRJNKLERS flb"-- HOSE BIBB J4 WALL HYDRANT MC� DAMPER MOTOR, ELECTRIC VALVE AD-X AREA DRAIN WITH TYPE NOTED FD FLOOR DRAIN CD CEILING DIFFUSER CO CLEAN OUT RD ROOF DRAIN RWL ROOF WATER LEADER RR RETURN REGISTER PRV POWER ROOF VENTILATOR UH UNIT HEATER VTR VENT THRU ROOF FD FIRE DAMPER 2 HR RATED VERTICAL AND HORIZONTAL c . W I—rH 15tst1V f�IRO++1 FTf _.... AN4.FLF IFZ-',N t%r-AMI,-ffz"�)L-rTill 4 P L I / 45 1 I' I ` die r ►`� DLTAIL 2 , NO SALE I !3 �2 I ' jz C.O. k 1 2 vTP (I& I sit PP, AND VE!"\IT DIAGRAM NO SCAT C � 3fk L2ut4 Tc- E, D i W�TE,P ?i�;Eil` DIAGPAM NO SCALE PUBLIC GARAGE ADDITION I CITY OF CHANHASSEN 690 COULTER STREET CHANHRSSEN, MN 55317 Eos CORPORAT ION ARCHITECTS O SPACE PLANNERS* INTERIOR DESIGNERS 681 EXCELSIOR BOULEVARD QUITE ONE EXCELSOIR MINNESOTA S5331 (612) 174-3291 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 2 4 "43ie REG. NO. 49 S0 ���> E X E ASS0C1,ATS, INC CONSULTING ENGINEERS 1 NOTES: CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. SCt-EDULES, DETAILS COMM NO.: 8715G DRAWN: DATE: REV: -I M 2 SC NNED