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HomeMy WebLinkAboutT-000NOTE W X Y Z A-400 X'-X X/X" M.L. FINISHED FLR 100'-0 3/4" 1 X'-X X/X" ROOM NAME XXX 1 1 1 M.01 101 Y X A-400 W A-400 W XW A-400 DRAWING NOTES DRAWING NOTES ROOM NUMBER W/ CEILING HT IF NOT TYPICAL HORIZONTAL ELEVATION SPOT ELEVATION INDICATOR WALL TYPE INDICATOR REVISION ID KEY NOTE ID WINDOW/ EXTERIOR DOOR ID INTERIOR DOOR ID INTERIOR ELEVATION ID CIRCLE ID X X A-101 1 SECTION CUT INDICATOR DETAIL INDICATOR EXTERIOR ELEVATION TAG DETAILTAG DRAWING TITLE DETAIL BUBBLE NOTE NOTE X A-XXX X A-XXX BBB AAA A-101 1 X A-XXX SCALE: 1 TITLE 1/4"=1'-0" NORTH NORTH ARROW T-000 DESCRIPTION DATE 2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408 612.353.4920 © 2019 PETERSSEN/KELLER PATEL RESIDENCE10209 Ditch RoadCarmel, Indiana 4603205.14.18DESIGN REVIEW PANEL 07.09.18SD MEETING 04.11.19DD PROGRESS 06.21.19CD PROGRESS 03.18.19DD PROGRESS 06.27.19PERMIT QA SET 07.10.19ISSUED FOR PERMIT Peterssen/Keller 2919 James Ave South Minneapolis, MN 55408 Office: 612.353.4920 Contact: Ted Martin AIA (Licensed in MN) Cell: 612-616-5307 Email: ted@pkarch.com 10209 DITCH ROAD, CARMEL, INDIANA 46032 PATEL RESIDENCE DESIGNER: EXO Engineering, LLC 13099 Cirrus Drive Fishers, IN 46037 Phone: 317.679.4068 Contact: Craig Riley Email: criley@exo-eng.com STRUCTURAL ENGINEER: GENERAL NOTES LANDSCAPE DESIGN: T-000 TITLE SHEET & CODE INFORMATION A-001 SITE PLAN A-100 LOWER LEVEL PLAN A-101 MAIN LEVEL PLAN A-102 CLERESTORY PLAN A-103 UPPER LEVEL PLAN A-104 ROOF PLAN A-120 LOWER LEVEL REFLECTED CEILING PLAN A-121 MAIN LEVEL REFLECTED CEILING PLAN A-122 CLERESTORY REFLECTED CEILING PLAN A-123 UPPER LEVEL REFLECTED CEILING PLAN A-200 EXTERIOR ELEVATIONS A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A-203 EXTERIOR ELEVATIONS A-300 BUILDING SECTIONS A-301 BUILDING SECTIONS A-302 BUILDING SECTIONS A-303 BUILDING SECTIONS A-500 ASSEMBLIES A-600 WINDOW SCHEDULE S-101 FOUNDATION PLAN S-201 LOWER LEVEL ROOF FRAMING PLAN S-202 FIRST FLOOR FRAMING PLAN S-203 CLEARSTORY ROOF FRAMING PLAN S-204 SECOND FLOOR FRAMING PLAN S-205 HIGH ROOF FRAMING PLAN S-401 STRUCTURAL NOTES S-402 STRUCTURAL NOTES S-403 STRUCTURAL DETAILS S-404 STRUCTURAL DETAILS S-405 STRUCTURAL DETAILS S-406 STRUCTURAL DETAILS S-407 STRUCTURAL DETAILS S-408 STRUCTURAL DETAILS S-409 STRUCTURAL DETAILS SHEET INDEX 1. ALL PLAN DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE. -DIMENSIONS TO CENTERLINE (℄) OF DOORS & WINDOWS. -< X'-XX" > DENOTES FINISHED FACE TO FINISHED FACE. -INTERIOR DIMENSIONS ARE TO CENTERLINE OF WALL UNLESS OTHERWISE NOTED. -GRIDS ARE TO C.L. OF COLUMNS OR BEAMS UNLESS OTHERWISE NOTED. 2. ALL CONSTRUCTION SHALL CONFORM TO ALL CODES APPLICABLE AT THE TIME OF PERMIT ISSUANCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYMENT OF THEIR OWN PERMITS, LICENSES AND INSURANCES. 4. CONTRACTOR IS TO ASK PETERSSEN/KELLER FOR CLARIFICATION OF ANY DIMENSIONS, CONSTRUCTIONS, OR DETAILS THAT ARE NOT UNDERSTOOD PRIOR TO ANY CONSEQUENT WORK. CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS AND DIMENSIONS NOTED IN THESE DOCUMENTS AND VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF PETERSSEN/KELLER PRIOR TO ANY CONSEQUENT WORK. ANY CORRECTIONS THAT ARE NEEDED BASED ON CONTRACTOR ASSUMPTIONS ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. INSTALL ALL FLASHING @ DOORS & WINDOWS PER SPECIFIED DOOR & WINDOW INSTALLATION INSTRUCTIONS AND PER CONSTRUCTION DETAILS. 6. SEE WINDOW & DOOR SCHEDULE FOR ADDITIONAL INFORMATION. NOTIFY PETERSSEN/KELLER OF ANY DISCREPANCIES BETWEEN SCHEDULES AND DRAWINGS PRIOR TO ANY FABRICATION, ORDERING, OR CONSTRUCTION. 7. ALL GLASS (WINDOWS AND GUARDRAILS) TO BE TEMPERED PER CODE. 8. PROVIDE BLOCKING AT ALL CABINET FIXTURES AND EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 9. SEE PRODUCT SPECIFICATION DOCUMENT FOR INTERIOR FINISHES & INSTALLATION REQUIREMENTS. 10. ELECTRICAL SUBCONTRACTOR TO COORDINATE ELECTRICAL DESIGN REQUIREMENTS WITH MECHANICAL SYSTEMS DESIGN, LIGHTING & LIGHTING CONTROL DESIGN, A-V SYSTEMS DESIGN AND ANY OTHER ASSOCIATED TRADES IN DESIGN OF THE COMPLETE ELECTRICAL SYSTEM. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF THE COMPLETE ELECTRICAL SYSTEM. SEE PRODUCT AND MATERIALS SCHEDULE FOR ADDITIONAL INFORMATION. 11. PROVIDE FIRE/SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AT ALL LOCATIONS AS REQUIRED BY CODE. VERIFY LOCATION IN FIELD W/ PETERSSEN/KELLER PRIOR TO WIRING/ INSTALLATION. 12. ALL SPEAKERS TO HAVE BACKER BOXES. BACKER BOXES SHOULD BE "SOUND ISOLATING". 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO PETERSSEN/KELLER FOR REVIEW AND APPROVAL FOR ALL: 13.1.1. DOORS 13.1.2. WINDOWS 13.1.3. MILLWORK 13.1.4. CABINETRY 13.1.5. DOOR & CABINET HARDWARE 13.1.6. TRUSSES 13.1.7. STEEL AND OTHER FABRICATED STRUCTURAL ITEMS 13.1.8. MECHANICAL DUCTWORK AND SYSTEMS PRIOR TO ANY FABRICATION, ORDERING, OR CONSTRUCTION. 13.1.9. PROVIDE PRODUCT AND/OR FINISH SAMPLES WHEN REQUESTED. PETERSSEN/KELLER. APPROVAL MUST BE GIVEN PRIOR TO ORDERING, FABRICATION, OR CONSTRUCTION. ANY CHANGES REQUIRED BASED ON WORK NOT CONTAINED IN APPROVED SHOPDRAWINGS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 14. CONTRACTOR IS TO COORDINATE ALL WORK BETWEEN TRADES TO ENSURE THAT ONE TRADE'S WORK DOES NOT PREVENT ANOTHER TRADE FROM COMPLETING THEIR WORK IN ACCORDANCE WITH THESE DOCUMENTS. ANY CORRECTIONS THAT NEED TO BE MADE ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR 15. MECHANICAL SUBCONTRACTOR IS TO PROVIDE PETERSSEN/KELLER WITH A FULL DUCT LAYOUT, INCLUDING SIZES OF DUCTS, AND DIMENSIONS OF REGISTERS PRIOR TO ANY FABRICATION OR INSTALLATION. 16. MECHANICAL SUBCONTRACTOR TO CALCULATE ALL BATH FAN CFM & PROVIDE MAKE-UP AIR AS REQUIRED BY CODE FOR ALL APPLIANCES, FANS, EQUIPMENT & FIREPLACES. 17. CONTRACTOR-PROPOSED PRODUCT SUBSTITUTIONS MUST BE OF EQUAL OR GREATER QUALITY AND APPEARANCE TO THE SPECIFIED PRODUCT, AND MUST BE APPROVED BY THE OWNER AND PETERSSEN/KELLER PRIOR TO PURCHASE OF PRODUCT. 18. CONTRACTOR TO COORDINATE ALL PRODUCTS AND FIXTURES PURCHASED BY OWNERS. 19. ALL SPRAYFOAM (SPF) INSULATION TO BE MED. DENSITY CLOSED CELL. 20. GENERAL CONTRACTOR TO APPLY THE FOLLWING EROSION CONTROL MEASURES: 20.1. INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES. 20.2. BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE. USE 2 INCH OR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. 20.3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 20.4. INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS, WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT OR REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. 20.5. LOCATE SOIL OR DIRT STOCKPILES NO LESS THAN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN TWO FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 20.6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 20.7. TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 7-14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTING, AND/ OR SODDING AND STAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVER DENUDED AREA. 20.8. READY MIXED CONCRETE AND CONCRETE BATCH/MIXPLANTS ARE PROHIBITED WITHIN THE PUBLIC RIGHT OF WAY. ALL CONCRETE RELATED PRODUCTION, CLEANING AND MIXING ACTIVITIES SHALL BE DONE IN THE DESIGNATED CONCRETE MIXING/WASHOUT LOCATIONS AS SHOWN IN THE EROSION CONTROL PLAN. UNDER NO CIRCUMSTANCE MAY WASHOUT WATER DRAIN ONTO THE PUBLIC RIGHT OF WAY OR INTO ANY PUBLIC OR PRIVATE STORM DRAIN CONVEYANCE. 20.9. CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE EROSION CONTROL INSPECTOR PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL PROPOSED ALTERNATE TYPE DEVICES. 20.10. IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO PREVENT SCOUR EROSION. THE CONTRACTOR SHALL PROVIDE A DEWATERING/PUMPING PLAN TO THE EROSION CONTROL INSPECTOR PRIOR TO INITIATING DEWATERING ACTIVITIES. TVL Studio, LLC 211 1st St. North, #350 Minneapolis, MN 55077 Office: 612.345.4275 Contact: Travis Van Liere, PLA (licensed in MN) Cell: 612.760.0494 Email: travis@tvlstudio.com NORTH SCALE: 1 LOCATION MAP NTSSCALE: 2 SYMBOL LEGEND NTS DEEM Engineering 6831 East 32nd Street, Suite 200 Indianapolis, IN 46226 Office: 317.860.2990 Contact: Chad Gooding Roger Jarrett Email: cgooding@deemfirst.com rjarrett@deemfirst.com MECHANICAL ENGINEER: VS Engineering 4275 N. High School Rd. Indianapolis, IN 46254 Office: 317.293.3542 Contact: Brian Stephens-Hotopp Cell: 317-964-1949 Email: bstevens-hotopp@vsengineering.com CIVIL ENGINEER: Building Knowledge Consulting Group 7241 Ohms LN; Suite 275 Minneapolis, MN 55439 Office: 952.944.5605 Contact: Pat O'Malley Cell: 612-597-4260 Email: pato@buildingknowledge.com ENERGY MODELING: 421 465 31 CODE & ZONING INFORMATION CITY OF CARMEL UNIFIED DEVELOPMENT ORDINANCE ZONING DISTRICT S-1 SINGLE FAMILY LOT SIZE & COVERAGE LOT SIZE 389,862 sf (8.95 ACRES) BARN 613 s.f. BARN PAVING 2,810 s.f. HOUSE 9,211 s.f. AUTOCOURTS 9,474 s.f. DRIVES 15,384 s.f. WALLS 493 s.f. PAVING 1,072 s.f. STAIRS 98 s.f. ALLOWED LOT COVERAGE (MAX.) 35% (136,451.7 sf) AREA OF PROPOSED HARDCOVER 39,155 s.f. PROPOSED HARDCOVER / PROPERTY AREA RATIO 9.91% SETBACKS FRONT 40'-0" SIDE 10'-0" (HOUSE) 20' (OTHER) AGGREGATE SIDE 30'-0" (HOUSE) 50' (OTHER) REAR 20'-0" (HOUSE) 15' (OTHER) BUILDING HEIGHT PRINCIPAL STRUCTURES 35'-0" PROPOSED HEIGHT 32'-6" SETBACK ENCROACHMENTS ALLOWED UNENCLOSED PORCH 10' INTO FRONT SETBACK ROOF OVERHANG 4' CHIMNEYS 4' MIN. STRUCTURE WIDTH 23' TREES STREET TREE REQ'D EA. 60' OF FRONTAGE Sun Companies 5701 Progress Road Indianapolis, IN 46241 Office: 371.247.5500 Contact: Mike Binz Cell: 858-349-7382 Email: mbinz@sun-companies.com CONTRACTOR: Engler Studio 3948 West 50th Street, Suite 204 Edina MN 55424 Office: 952.564.6488 Contact: Linda Engler Email: linda@englerstudio.com INTERIOR DESIGN: 08/23/19 David Rutti