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SUB23-000004 Village Condos FCO - Signed
CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER BEFORE THE CALDWELL HEARING EXAMINER CITY OF CALDWELL, CANYON COUNTY, IDAHO IN THE MATTER OF AN APPLICATION FOR A CONDOMINIUM PRELIMINARY PLAT FOR THE VILLAGES CONDOS, CONSISTING OF TWENTY-THREE (23) 4-PLEX BUILDINGS AND EIGHT (8) 8-PLEX BUILDINGS ON A 11.43 ACRE PARCEL OF LAND, CURRENTLY ZONED AS R-3 (HIGH DENSITY RESIDENTIAL) AND WITH A CURRENT COMPREHENSIVE PLAN LAND USE DESIGNATION OF HD (HIGH DENSITY RESIDENTIAL). Property Owner: Doeppel Premier Properties Idaho LLC ) ) ) ) ) ) ) ) ) ) ) FINDINGS OF FACT, CONCLUSIONS OF LAW AND RECOMMENDATION Case No. SUB23-000004 This matter came before the Caldwell Hearing Examiner (Examiner) for hearing and consideration on the 10th day of May, 2023, upon a request filed by applicant Steve Arnold (“Applicant”), on behalf of A Team Land Consultants, pursuant to all applicable Caldwell City Codes and Idaho Codes. The Caldwell Zoning Ordinance (Ord. 1451, 12-13-1977) and the Idaho Land Use Planning Act were used in evaluating the applications. The following standards applied to the subject application proposals: Code Code Callout Title Caldwell City Code 10-01-02 Authority and Purpose Caldwell City Code 11-02-01 Subdivisions Caldwell City Code 10-01-03 Zoning Districts Purpose Statements Caldwell City Code 10-02-01 General Regulations Caldwell City Code 10-02-02 Land Use Schedule Caldwell City Code 10-02-03 Height, Setback, and Area Schedule Caldwell City Code 10-02-05 Parking, Loading, and Pedestrian Amenity Standards Caldwell City Code 10-03-03 Amendment and Reclassification Caldwell City Code 10-03-12 Neighborhood Meeting CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER Caldwell City Code Chapter 10, Article 7 Caldwell Landscaping Ordinance Caldwell City Code 10-01-01 Traffic Impact Study Requirements Idaho Code Title 67, Chapter 65 Local Land Use Planning City of Caldwell 2040 Comprehensive Plan Treasure Valley Tree Selection Guide City of Caldwell 2040 Bicycle and Pedestrian Master Plan Examiner having heard and taken oral and written testimony, and having duly considered the matter, hereby makes the following findings, conclusions of law and decision on this matter. I RECORD The record includes, but is not limited to all public testimony, evidence, staff reports, presentations, exhibits, findings, minutes of the hearing(s); and all applications, plans, and documents within the official case files. II FINDINGS OF FACT, CONCLUSIONS OF LAW Regarding the request for a Condominium Preliminary Plat in an R-3 (High Density Residential) zone approximately 11.43 acres on Parcel R3252401000, located in the 02-3N-3W SE TX 19058 IN NWSE LS ROW T71272, the Examiner received and reviewed the record and finds and concludes the following: A neighborhood meeting was held by the applicant on January 20 2023, in compliance with Chapter 10 Article 3 Section 12 of Caldwell City Code. A public hearing on the requested Preliminary Plat was held before the Examiner on May 10, 2023, at which time city staff presented a staff report along with an analysis of the application and all pertinent information on the case to the Examiner. The applicant then presented the requests; and oral testimony in opposition, neutral, and in favor were taken and made a part of the permanent record. Based upon the testimony, information received, and record of evidence presented, the Examiner made a RECOMMENDATION TO THE CITY COUNCIL FOR APPROVAL of the request for a Preliminary Plat, subject to the conditions herein; and In approving the request for a Preliminary Plat, the Examiner concluded the following: The application decision process has complied with the public notice and hearing requirements of Idaho Code and Caldwell City Codes; and CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER PRELIMINARY PLAT 1. The Examiner has the authority to recommend approval or denial of the application; 2. The plat is in compliance with "city code"; 3. The plat is consistent with the city comprehensive plan; 4. Public services and utilities are available or can be made available and are adequate to accommodate the proposed subdivision; 5. The plat is consistent with the city transportation master plan; 6. The subdivision preserves natural, scenic or historic features, if applicable; and 7. The proposed preliminary plat meets the required approval criteria and standards as set forth in Caldwell City Codes. III CONDITIONS OF APPROVAL The recommendation for approval of the application requests for (SUB23-000004), are subject to the adherence with the following conditions. 1. Development of the subject property shall be consistent with all requirements, codes, policies, standards, and regulations of the City of Caldwell, unless specifically stated otherwise in the development agreement or in the Order of Decision. 2. Any changes to the plans and specifications upon which this approval is based, other than those required by the above conditions, will require submittal of an application for modification and approval of that application prior to commencing any change. 3. All improvements and operations shall comply with applicable local, state and federal requirements and procedures whether specifically addressed in the analysis of this application or not. 4. All requirements from the Fire Department for access, turnarounds, emergency access, water supply, fire hydrants, etc. shall be met in the development and/or platting of the subject property. Final approval of the location and number of fire hydrants within the development shall be determined by the Fire Marshal and take place by phase at the time of submittal of applicable construction drawings for each phase. 5. The development shall utilize cluster mailboxes for delivery of mail. Individual mailboxes shall not be allowed. A cluster mailbox placement plan shall be submitted to the Planning and Zoning department showing coordination with the United States Postal Services prior to submitting the construction drawings. 6. All new construction shall comply with the current height, setback, and area schedule in effect at the time the building permit is filed, excluding setbacks, height, and/or area schedule requirements approved through a planned unit development, special use permit and/or development agreement. 7. Preliminary Plat Expiration: Preliminary plat approval is valid for twenty-four (24) months from CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER the date of signature on the approving order of decision, meaning a final plat must be recorded within twenty-four (24) months of the date of signature on the approving order of decision for the preliminary plat. 8. Concept Site Plan. The Concept Site Plan ((Exhibit 1, Attachment A) represents the Owner’s current concept for completion of the Project. As the Concept Site Plan evolves, the City understands and agrees that certain changes in that concept may occur or be required. If the City determines that any such changes require additional public comment due to potential impacts on surrounding property or the community, a public hearing shall be held on any proposed changes in the Concept Plan and notice shall be provided as may be required by the City. The Owner understands and agrees that any changes or modifications to the site plan must submitted to the City for review and approval prior to development. 9. Approved Subdivision Name. No change to the original city approved subdivision name of (The Village) shall occur without prior approval from the City of Caldwell Mapping Division. 10. Approved Street Names, Street Layout, Lot and Block Numbering, and Subdivision Phasing Plan. No changes to the approved street names, street layout and configuration, lot and block numbering, or subdivision phasing plan as shown in Exhibit 1, Attachment B shall occur without prior approval from the City of Caldwell Mapping Division. Any substantial changes from what is shown in Exhibit 1, Attachment D may require additional public hearings. 11. Building Elevations. The Building Elevations ((Exhibit 1, Attachment A)) represents the Owner’s current concept for the style of architecture, architectural features, colors, finishes and materials, and surrounding landscaping for the project. As the building design evolves, the City understands and agrees that certain changes in that concept may occur or be required. If the City determines that any such changes require additional public comment due to potential impacts on surrounding property or the community, or that such change is a substantial enough change from the elevations presented to the public, a public hearing shall be held on the proposed changes and notice shall be provided as may be required by the City. The Owner understands and agrees that any changes or modifications to the building elevations must submitted to the City for review and approval prior to construction of such. 12. Landscape Plan. The Landscape Plan (Exhibit 1, Attachment A) represents the Owner’s current concept for all existing and proposed landscape street buffers, buffers between land uses, open space, parking lot landscaping, landscape planters, existing and proposed trees, shrubs and plantings, micro and major pathways, landscape strips, public amenities, structures and equipment proposed for recreational use, common lots, common easements, school bus stop areas, irrigation system and water source, and all other landscape improvements including, but not limited to, earth berms, walls, trash enclosures, specialty lighting, required or proposed fences. The Owner understands and agrees that any changes or modifications to the landscape plan must submitted to the City for review and approval prior to installation. The City understands and agrees that certain changes in that concept may occur or be required. If the City determines that any such changes require additional public comment due to potential impacts on surrounding property or the community, or that such change is a substantial enough change from the landscape plan presented to the public, a public hearing shall be held on the proposed changes CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER and notice shall be provided as may be required by the City. 13. The applicant shall comply with all landscaping requirements based on Caldwell City Code, Chapter 10, Article 7. 14. Landscape Maintenance: All landscaping and screening devices shall be maintained in an attractive, live, safe and healthy manner. 15. Parking Lot Landscaping: Linear grouping of parking spaces shall not exceed twelve (12) in a row, without the installation of an interior landscape planter island. Landscape planter islands shall contain a minimum of sixty (60) square feet of area when serving a single row of parking. Landscape planter islands shall contain a minimum of one hundred twenty (120) square feet of area when accommodating a double row of parking spaces. Islands shall contain a minimum of one Class 1 or 2 tree and shall be covered with a combination of low shrubs, lawn or other vegetative or nonvegetative ground cover if wet landscaping is utilized. If dry landscaping is utilized, the island shall be covered with rock ground cover and a minimum of one boulder and there shall be no requirement for vegetation. Class 3 trees are prohibited in the interior planter islands. 16. Proposed fencing must comply with Caldwell City Code Section 10-02-07. 17. This approval is for this application only. Additional permits, licenses and approvals may be necessary. 18. The property owner is responsible for the maintenance of all landscaping and screening devices required. 19. If any term or provision of this decision, to any extent, is held invalid or unenforceable, the remaining terms and provisions hereof shall not be affected thereby, but each such remaining term and provision shall be valid and enforced to the fullest extent permitted by law. 20. The street landscape buffers shall contain a mixture of trees (deciduous and evergreen), shrubs, lawn, vegetative and non-vegetative ground cover so that the entire buffer area is covered. A minimum of seventy percent (70%) of the buffer area shall be covered with a turf-type grass. For new plantings, grass sod installation is required. Seeding, hydro-seeding, or similar methods shall not be allowed and the plant sizes shall meet or exceed the minimum plant sizes as set forth in §10-07-04 (6) as follows: Evergreen trees 6 to 7 foot height minimum Ornamental trees 2 inch caliper minimum Shade trees 2 inch caliper minimum Woody shrubs 2 gallon pot minimum IV ORDER OF RECOMMENDATION The Examiner, based upon the testimony and evidence in record in this matter and upon findings of fact and conclusions of law set forth herein DOES HEREBY DETERMINE AND DECIDE AS CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER FOLLOWS: the request for a Preliminary Plat (SUB23-000004) on approximately 11.43 acres on Parcel R3252401000, located in the 02-3N-3W SE TX 19058 IN NWSE LS ROW T71272, is RECOMMENDED FOR APPROVAL, SUBJECT TO THE CONDITIONS OF APPROVAL LISTED HEREIN. These Findings of Fact, Conclusions of Law and Order are approved and adopted by the Caldwell Hearing Examiner on this 10th day of May 2023 _____________________________________ __________________ Chair Date ATTEST: ______________________ Director 5-31-23 CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER Exhibit 1 - Attachment A Site Plans, Plats, Elevations, and Landscape Plans BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLDG 1BLDG 3BLDG 4BLDG 5BLDG 6BLDG 7BLDG 8BLDG 9BLDG 10BLDG 11BLDG 12BLDG 13BLDG 14BLDG 15 BLDG 16 BLDG 17 BLDG 18 BLDG 19 BLDG 20 BLDG 21 BLDG 22 BLDG 23 BLDG 25 BLDG 24 BLDG 26 BLDG 27 BLDG 28 BLDG 29 BLDG 30 BLDG 31 BLDG 2 CLUB HOUSE POOL OFFICE12 8812 96 9 11 8 12 9 11 9 6 6 10 7 6 4 8 6 5 6 87 7 9 2 11 11 4 C/L S. FLORIDA AVE.C/L LASTER ST.MAILEPEPEPEPEPEPKEYSTONE LANE VENUE LANENO PARKINGFROMAN LANEHAMLET LANE 6 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W35'ROWEASEMENT1 549389 SQ FT BLOCK 1 25'63'N00° 31' 37.00"E 884.046 N04° 01' 49.93"E 180.000 N00° 31' 37.00"E 205.223 N3 2 ° 2 6 ' 0 4 . 7 1 " E 18. 7 4 8 N89° 42' 59.00"E283.691TOT LOT HAMLET LANEVENUE LANEC/L S. FLORIDA AVE. C/L LASTER ST. BLOCK 1 NOTES: 1.UNIT MEANS THAT AREA BOUNDED BY THE INTERIOR SURFACES OF THE PERIMETER WALLS, FLOORS, CEILINGS, WINDOWS, DOORS, AND UNIT LINES THEREOF, INCLUDING BOTH THE PORTIONS OF THE BUILDING AND THE AIR SPACE SO ENCOMPASSED, AS SHOWN ON THE PLAT, TOGETHER WITH ALL FIXTURES AND IMPROVEMENTS THEREIN CONTAINED BUT EXCLUDING PERSONAL PROPERTY LOCATED IN A UNIT AND OWNED EXCLUSIVELY BY AN OWNER. 2.ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A 10' PUBLIC EASEMENT. 3.ALL SIDE YARD LOT LINES SHALL HAVE A 3' WIDE PROPERTY DRAINAGE AND IRRIGATION EASEMENT. 4.ALL RESIDENTIAL LOTS WITHIN THE SUBDIVISION SHALL BE SERVED BY THE CITY OF CALDWELL PUBLIC SANITARY SEWER AND PUBLIC DRINKING WATER SYSTEM. 5.SURFACE STORM WATER DRAINAGE SHALL BE DIRECTED TO PROPOSED DRAINAGE FACILITIES AND RETAINED ON SITE. 6.THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. PRESSURIZED IRRIGATION WATER WILL BE PROVIDED TO THIS SITE FROM AN EXISTING LINE AT THE ADJACENT SUBDIVISION. 7.MINIMUM BUILDING SETBACK LINES SHALL BE DETERMINED AT THE TIME OF BUILDING PERMIT APPLICATION IN ACCORDANCE WITH THE APPLICABLE ZONING CODE. 8.SLOPE OF SITE IS SUFFICIENT TO PROVIDE MINIMUM 0.4% GRADE AT ALL GUTTER FLOW LINES AND 2% ACROSS ASPHALT SURFACES. 9.PUBLIC STREET IMPROVEMENTS SHALL MEET THE CITY OF CALDWELL STANDARDS AND SPECIFICATIONS. PLANNER / CONTACT SECTION 2, T.3N., R.3W., BOISE MERIDIAN CITY OF CALDWELL, CANYON COUNTY, IDAHO SURVEYOR CJ SHERLOCK OWNER / DEVELOPER STEVE ARNOLD A-TEAM LAND CONSULTANTS 1785 WHISPER COVE AVE. BOISE, ID 83709 208-871-7020 May 22, 2023 THE VILLAGES CONDOS PRELIMINARY PLAT/SITE MAP C-101 PRELIMINARY DEVELOPMENT FEATURES: PARCEL NO's:R32524010 ADDRESSES:5104 HAMLET LN. CALDWELL, ID 83607 ZONING R3 (EXISTING)11.43 AC PROPERTY SIZE:11.43 AC TOTAL LOTS: 1 DENSITY UNITS:13.64 PER ACRE SITE DETAILS: BUILDINGS: 4 PLEXES 23 8 PLEXES 8 TOTAL DWELLING UNITS:156 PARKING: STD 9'X19' STALLS WITH ABUTTING 6' SIDEWALK 234 HANDICAP VAN ACCESSIBLE 22 COMPACT 0 PARKING RATIO 1.64 STALLS PER UNIT TOTAL PARKING 256 TRASH: 12'x12' SCREENED ENCLOSURES 3 FIRE ACCESS: EMERGENCY ACCESS DEPICTED SITE AMENITIES: TOT LOT, POOL, CLUBHOUSE & WALKING PATH SIGNS: STOP SIGNS AT ENTRANCES LIGHTING: SHIELDED PARKING AREA LIGHT STANDARDS LEGEND SITE BOUNDARY LINE SECTION LINE EXIST CENTER LINE EXIST IRRIGATION LINE EDGE OF GRAVEL EXISIT OVERHEAD POWER TOP OF BANK TOE OF SLOPE EDGE OF WATER EXIST SANITARY SEWER EXIST WATER LINE EXIST STORM DRAIN EXIST FENCE CENTERLINE DITCH/FLOW LINE TOP OF BANK EXIST EDGE OF PAVEMENT MAJOR CONTOUR LINE MINOR CONTOUR LINE PROPOSED LOT LINE PROPOSED ROW LINE PROPOSED CENTER LINE PROPOSED SEWER LINE PROPOSED WATER LINE PROP PRESS IRRIG LINE IRRIGATION EASEMENT LINE DEDICATED RIGHT OF WAY FND 12" IRON PIN (AS NOTED)EXIST GUARDRAIL FND 5 8"x24" IRON PIN (AS NOTED)EXIST CONIF TREE FND BRASS CAP (AS NOTED)EXIST DECID TREE FND ALUMINUM CAP (AS NOTED)EXIST CATCH BASIN CALCULATED POINT SURF FLOW DIRECT. EXIST POWER POLE PROP FIRE HYDRANT EXIST GUY ANCHOR PROP STREET LIGHT EXIST GAS METER PROP PARKING EXIST GAS RISER EXIST GAS VALVE EXIST TELEPHONE RISER EXIST COMM MANHOLE EXIST SAN SEWER MANHOLE EXIST WATER VALVE EXIST IRRIGATION BOX EXIST STORM DRAIN MANHOLE EXIST SIGN EXIST FIRE HYDRANT DOEPPEL PREMIER PROPERTIES IDAHO, LLC. 968 TOWER CT. CAMARILLO, CA 93010 DAVID EVANS & ASSOCIATES 9175 W BLACK EAGLE DR, BOISE, ID 83709 DOEPPEL PREMIER PROPERTIES THE COLLECTIONS SUBDIVISION R-2 ALVAN, POWELL R-1 ALVAN, POWELL R-1DEIDE, RODNEY LC-2PROPERTY LOCAITON 0 60'120' SCALE: 1" = 60' 0 1000'2000' SCALE: 1" = 1000' LASTER AVE.S. FLORIDA AVE.RAU, JENNIFER E. R-1HERNANDEZ, ALFREDO A. R-1 GREEN, JACKIE D. R-1 GIFFORD, MELISSA A. R-1 MINIC, KEVIN J. R-1 BAKER, JAMES R. R-1 SEMENTA, ROMOLO R-1 ASPEN SUBDIVISION HOMEOWNERS ASSOC. R-1 GRONBERG FAMILY TRUST R-1 ECHEVERRIA, TINA M. R-1 ENDRONDE, BENJAMIN R-1 ESCUTIA, GUADALUPE R-1 VELENCIA, LUCIO R-1 ASPEN SUBDIVISION HOMEOWNERS ASSOC. R-1 VICINITY MAP MARQUEZ, HERIBERTO R. R-1 PLANNER / CONTACT SECTION 2, T.3N., R.3W., BOISE MERIDIAN CITY OF CALDWELL, CANYON COUNTY, IDAHO LANDSCAPE ARCHITECT CJ SHERLOCK OWNER / DEVELOPER STEVE ARNOLD A-TEAM LAND CONSULTANTS 1785 WHISPER COVE AVE. BOISE, ID 83709 208-871-7020 December 13, 2022 THE VILLAGES CONDOS LANDSCAPE COVER SHEET C-101 DOEPPEL PREMIER PROPERTIES IDAHO, LLC. 968 TOWER CT. CAMARILLO, CA 93010 3 BROTHERS LANDSCAPING 200 E ROSALYN DR. MERIDIAN, ID 83642 PLANT SCHEDULE - TREES TREES BOTANICAL/COMMON NAME CONT CAL QTY REMARKS ACER PLATANOIDES "CRIMSON KING" / CRIMSON KING MAPLE B&B 0'-2"54 35'h x 25'w CLASS II CERCIS CANADENSIS / EASTERN REDBUD B&B 0'-2"11 30'h x 25'w CLASS II GLEDITSIA TRIACANTHOS INERMIS "SUNBURST" / SUNBURST COMMON HONEYLOCUST B&B 0'-2"21 40'h x 35'w CLASS II LIRIODENDRON TULIPIFERA "EMERALD CITY" / TM/EMERALD CITY TULIP TREE B&B 0'-2"32 50'h x 25'w CLASS II MALUS X "PRAIRIFIRE" / PRAIRIFIRE CRAB APPLE B&B 0'-2"27 25'-30'h x 15'-20'w CLASS I PRUNUS SERRULATA "KWANZAN" / KWANZAN JAPANESE FLOWERING CHERRY B&B 0'-2"62 20'h x 18'w CLASS I PLANT SCHEDULE - SHRUBS SHRUBS BOTANICAL / COMMON NAME CONT QTY REMARKS CARYOPTERIS x CLANDONENSIS "BLUE MIST" BLUE MIST SHRUB 2 GAL 276 3'h x 3'w ECHINACEA PURPUREA "KIM'S KNEE HIGH" PURPLE CONEFLOWER 1 GAL 112 2'h x 2'w FORSYTHIA X INTERMEDIA "KOLGOLD" / MAGICAL GOLD FORSYTHIA 5 GAL 310 5'h x 4'w JUNIPERUS SCOPULORUM "MEDORA" / MEDORA JUNIPER 5 GAL 31 10'h x 3'w MOLINIA CAERULEA ARUNDINACEA "SKYRACER" / SKYRACER PURPLE MOOR GRASS 1 GAL 162 5'h x 3'w MUHLENBERGIA CAPILLARIS "REGAL MIST" TM / REGAL MIST PINK MUHLY GRASS 1 GAL 124 4'h x 3'w PENNISETUM ALOPECUROIDES "DESERT PLAINS" / DESERT PLAINS FOUNTAIN GRASS 1 GAL 67 30"h x 18"w PENSTEMON SCHMIDEL "RED RIDING HOOD" / RED RIDING HOOD BEARDTONGUE 1 GAL 72 30"h x 18"w PHLOX SUBULATA "SNOWFLAKE" / SNOWFLAKE MOSS PHLOX 1 GAL 116 6"h x 18"w PHYSOCAPUS OPULIFOLIUS "SMPOTW" / TINY WINE NINEBARK 5 GAL 158 42"h x 48"'w RHUS AROMATICA "GRO-LOW" / GRO-LOW FRAGRANT SUMAC 5 GAL 192 2'h x 6'w RUDBECKIA FULGIDA "GOLDSTURM" / GOLDSTURM CONEFLOWER 1 GAL 446 2'h x 2'w SCHIZACHYRIUM SCOPARIUM "THE BLUES" / THE BLUES LITTLE BLUESTEM 1 GAL 248 3'h x 3'w WEIGELA FLORIDA "WINE AND ROSES" / WINE AND ROSES WEIGELA 3 GAL 96 4'-5'h & 4'-5'w LANDSCAPE NOTES: 1. REGULATIONS & STANDARDS 1.1.ALL CONTRACTOR WORK SHALL BE CONDUCTED IN ACCORDANCE WITH ISPWC (IDAHO STANDARD PUBLIC WORKS CONSTRUCTION), 2017; AND CITY OF CALDWELL, ID CODES, STANDARDS AND STATE AND LOCAL REGULATIONS. 2. EXISTING CONDITIONS 2.1.ALL UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION AND PROTECTED. ANY DAMAGE TO STRUCTURES, UTILITIES OR CONCRETE WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 2.2.THE SITE HAS MANY EXISTING IMPROVEMENTS SUCH AS UNDERGROUND UTILITIES, CURB AND GUTTER, LIGHT POLES AND SIDEWALKS. 2.3.SEE CIVIL ENGINEER'S PLANS FOR INFORMATION ABOUT EXISTING FEATURES; ALL DRAINAGE PIPES AND LOCATIONS. PROTECT AND RETAIN DRAINAGE AT ALL TIMES. 3. GRADING & SITE PREPARATION 3.1.PREPARE FINISH GRADES FOR PLANTING BY GRUBBING AND REMOVING WEEDS. IF NECESSARY APPLY ROUND-UP (OR EQUIVALENT HERBICIDE), USING A CERTIFIED APPLICATOR. REMOVE ROCKS AND OTHER MATERIALS OVER 2". 3.2.ALL GRAVEL OVERPREP TO BE REMOVED AND DISPOSED OF OFF SITE. 3.3.FINISH GRADE TO BE SMOOTH TRANSITION TO ALLOW FOR ENTIRE SITE TO BE A NATURAL FLOWING SPACE. 3.4.REFER TO CIVIL ENGINEER'S PLANS FOR GRADING INFORMATION & FOR ALL DRAINAGE PIPES AND LOCATIONS. PROTECT AND RETAIN DRAINAGE AT ALL TIMES. 3.5.NO POOLING OR STANDING WATER WILL BE ACCEPTED PER INDUSTRY STANDARDS. 4. SOILS 4.1.ALL PLANTER BEDS TO RECEIVE A MINIMUM OF 18" DEPTH OF SCREENED TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TO SMOOTH AND UNIFORM GRADE 2.5" BELOW ADJACENT SURFACES. 4.2.ALL LAWN AREAS TO RECEIVE A MINIMUM OF 12" DEPTH OF SCREENED TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH UNIFORM GRADE 1" BELOW ADJACENT SURFACES. 4.3.REUSE OF EXISTING TOPSOIL THAT HAS BEEN STOCKPILED ON SITE IS PERMITTED IF: 4.3.1.TOPSOIL IS TESTED AND ANALYZED TO ENSURE A PROPER GROWING MEDIUM. PROVIDE ADDITIONAL AMENDMENTS AS DETERMINED BY SOIL TESTS. AND 4.3.2.TOPSOIL IS TO BE LOOSE, FRIABLE SANDY LOAM THAT IS CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIALS. 4.3.3.TOPSOIL SHOULD HAVE A PH OF 6.5 TO 8. 4.3.4.IF ON SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROVED IMPORTED TOPSOIL OR IMPROVING ONSITE TOPSOIL PER THE APPROVAL OF THE PROJECT MANAGER. 4.4.IF IMPORTED TOPSOIL IS USED IT MUST BE FROM A LOCAL SOURCE AND BE SCREENED FREE OF ANY DEBRIS OR FOREIGN MATTER. TOPSOIL MUST NOT CONTAIN ROCKS, STICKS, LUMPS, OR TOXIC MATTER. 4.5.SMOOTH, COMPACT, AND FINE GRADE TOPSOIL IN LAWN AREAS TO SMOOTH AND UNIFORM GRADE .5" BELOW ADJACENT SURFACES. 4.6.PREPARE FINISH GRADE OF TOPSOIL TO ELEVATIONS SET BY CIVIL ENGINEER'S PLANS WITH POSITIVE DRAINAGE AWAY FROM STRUCTURES. REFER TO CIVIL ENGINEER'S PLANS FOR GRADING INFORMATION. 4.7.AMEND ALL NEW PLANTINGS WITH 2 PARTS TOPSOIL AND 1 PART COMPOST. 5. PLANTER BED MULCH 5.1.PLANTER BEDS TO RECEIVE 3" DEPTH OF 3" MINUS ROCK MULCH, COLOR: TAN OR APPROVED OTHER BY ARCHITECT. 5.2.INSTALL OVER COMMERCIAL GRADE WEED BARRIER FABRIC. 5.3.ALL PLANTER BEDS SHALL HAVE BLACK STEEL LANDSCAPE EDGE PER DETAIL 3/L100. 6. LAWN AREAS 6.1.ALL LAWN AREAS SHALL BE SODDED WITH TALL TURF TYPE FESCUE. 6.2.SOD SHALL BE REGIONALLY HARVESTED, LAID WITHIN 24 HOURS OF HARVESTING, AND LAID WITH TIGHT FITTING JOINTS. 7. PLANTS 7.1.ALL PLANT MATERIAL SHALL BE INSTALLED PER INDUSTRY STANDARDS. 7.2.ALL PLANT MATERIAL SHALL MEET OR EXCEED THE MINIMUM FEDERAL STANDARDS AS REGULATED BY ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK. PLANTS NOT MEETING THESE STANDARDS FOR QUALITY, OR PLANTS DETERMINED TO BE UNHEALTHY BY OWNER'S REPRESENTATIVE, WILL BE REJECTED. 7.3.ALL TREES AND SHRUBS TO BE INSTALLED PER DETAILS. 7.4.FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS OR APPROVED EQUAL. APPLY PER MANUFACTURER'S RECOMMENDATIONS. 7.5.ALL PLANTS SHALL ADHERE TO PLANT SCHEDULE, SPECIES & SIZES. ANY NECESSARY SUBSITUTIONS DUE TO AVAILABILITY OR ALTERNATIVES SHALL BE COORDINATED TO THE LANDSCAPE ARCHITECT VIA SUBMITTAL. 8. IRRIGATION 8.1.IRRIGATION SYSTEM SHALL BE BUILT TO THE FOLLOWING SPECIFICATIONS: 8.2.ADHERE TO CITY CODES WHEN CONNECTING TO CITY WATER. 8.3.ALL IRRIGATION MATERIAL TO BE NEW WITH MANUFACTURERS' WARRANTY FULLY INTACT. 8.4.INSTALL OUTDOOR RATED CONTROLLER IN SPECIFIED LOCATION ON PLAN. COORDINATE WITH PROJECT MANAGER ON EXACT LOCATION. 8.5.CONTROLLER TO INCLUDE ON/OFF RAIN SWITCH OR OTHER RAIN SHUT OFF DEVICE THAT DOES NOT ALTER PROGRAM. 8.6.IRRIGATION SYSTEM PIPING IN LANDSCAPE AREAS TO BE MINIMUM SCHEDULE 40 PVC OR APPROVED EQUAL, SLEEVES TO BE DOUBLE THE SIZE OF PIPES LOCATED WITHIN, ALL WIRES TO BE CONTAINED IN SEPARATE SLEEVES 1-1/2" DIA MIN. 8.7.COORDINATE ALL SLEEVING & PIPE RUNS WITH OWNER (LOCAL CONSTRUCT) & BUILDER BEFORE INSTALLING. 8.8.USE COMMON TRENCHING WHERE POSSIBLE. 8.9.ALL WIRES TO BE 18 GAUGE DIRECT, BURY WIRE AT A MINIMUM OF 12" BELOW FINISHED GRADE. SIZE WIRE FOR CORRECT VOLTAGE LOSS. 8.10. SUPPLY A MINIMUM OF (2) SPARE WIRES TO FURTHEST VALVES FROM CONTROLLER IN ALL DIRECTIONS. 8.11. FLOW CONTROL DEVICE TO BE INCLUDED ON ALL REMOTE CONTROL VALVES, INCLUDING MASTER CONTROL VALVE. 8.12. CONNECT MAINLINE TO POINT OF CONNECTION IN APPROXIMATE LOCATION SHOWN ON PLAN. 8.13. PROVIDE 1" WINTERIZATION PORT IN LOCATION NEAR POC. WINTERIZATION PORT TO BE LOCATED INSIDE OF ITS OWN STANDARD VALVE BOX. 8.14. CONTRACTOR IS RESPONSIBLE COMPLYING WITH ALL CODES AND PAYING ALL PERMITS NECESSARY. 8.15. SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION WITHIN EACH CONTROL CIRCUIT. VELOCITIES SHALL NOT EXCEED 5 FEET PER SECOND. 8.16. LOCATE IRRIGATION MATERIALS IN PLANTERS WHEN POSSIBLE AND SCREEN WITH VEGETATION WHEN POSSIBLE. 9. CONTRACTOR RESPONSIBILITIES 9.1.ESTIMATED QUANTITIES ARE SHOWN FOR GENERAL REFERENCE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES. 9.2.ALL PLANT MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. REPLACE ALL DEAD OR UNHEALTHY PLANT MATERIAL IMMEDIATELY WITH SAME TYPE AND SIZE AT NO COST TO OWNER. 9.3.LANDSCAPE CONTRACTOR TO TURN IN AS BUILT DRAWINGS AT THE END OF PROJECT. SUBSTANTIAL COMPLETION WILL NOT BE GRANTED UNTIL 2 COPIES @ 1"=10' SCALE ARE TURNED IN AND APPROVED BY OWNER'S REPRESENTATIVE. 10. IN THE EVENT OF A DISCREPANCY, NOTIFY THE ARCHITECT. 11. NEW TREES WILL BE INSTALLED ALONG 18TH AVE. WHEN NEW IMPROVEMENTS ARE INSTALLED. LANDSCAPE REQUIREMENTS: PER CITY OF CALDWELL IDAHO MUNICIPAL CODE STREET BUFFER: *1 TREE PER 35 LINEAL FEET *1 SHRUB PER 7 LINEAL FEET STREET LENGTH (LF)TREES / SHRUBS REQUIRED TREES / SHRUBS PROVIDED S. FLORIDA AVE.384'11 / 55 36 / 194 INTERIOR PARKING LOT LANDSCAPING: *1 TREE REQUIRED FOR EVERY SINGLE PLANTER ISLAND PLANTER ISLAND TREES REQUIRED TREES PROVIDED 33 31 36 **TREE COUNT REDUCED DO TO SEEPAGE BED LOCATION. PATHWAY LANDSCAPING: *1 TREE PER 40 LINEAL FEET PATH LENGTH (LF)TREES REQUIRED TREES PROVIDED EAST PATHWAY 382'10 28 ADDITIONAL REQUIREMENTS: *TREES SHALL NOT BE PLANTED WITHIN 10' OF STORM DRAIN PIPE, STRUCTURES OR FACILITIES, or WITHIN 10' OF A FIRE HYDRANT *SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM *NO TREES OR SHRUBS OVER 36" HIGH SHALL BE PLANTED WITHIN THE 40'X40' CLEAR VISION TRIANGLES AT DRIVEWAY INTERSECTIONS. WATER RETENSION BASIN BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION4"MIN3" BARK MULCH COMMERCIAL FERTILIZER TABLETS SHRUB PLANTING NOT TO SCALE NOTE: REMOVE ALL TAGS, TWINE OR NON BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATION RUBBER CINCH TIE 2"x 2" CEDAR STAKE (LENGTH AS REQUIRED) DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. 2" THICK BARK MULCH LAYER, KEEP BARK MULCH 3" AWAY FROM TRUNK BACKFILL WITH SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FINISH GRADE 2x ROOTBALL DIAMETER 3x ROOTBALL DIAMETER12"6"BALL AND BURLAP TREE PLANTING NOT TO SCALE COMMERCIAL SLOW RELEASE FERTILIZER TABLETS REMOVE BURLAP AND TWINE FROM TOP OF ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL CLUBHOUSEPOOLOFFICE128812969118129119661076486568779211114MAIL S. VILLAGE LANEW. COTTAGE LANENO PARKINGFROMAN LANEHAMLET LANE6R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W35'ROWEASEMENT25'63'PLANNER / CONTACT SECTION 2, T.3N., R.3W., BOISE MERIDIAN CITY OF CALDWELL, CANYON COUNTY, IDAHO SURVEYOR CJ SHERLOCK OWNER / DEVELOPER STEVE ARNOLD A-TEAM LAND CONSULTANTS 1785 WHISPER COVE AVE. BOISE, ID 83709 208-871-7020 December 13, 2022 THE VILLAGES CONDOS LANDSCAPE PLAN C-101 DOEPPEL PREMIER PROPERTIES IDAHO, LLC. 968 TOWER CT. CAMARILLO, CA 93010 ALVAN, POWELL R-1 DEIDE, RODNEY LC-20 40'80' SCALE: 1" = 40' RAU, JENNIFER E. R-1 HERNANDEZ, ALFREDO A. R-1 GREEN, JACKIE D. R-1 GIFFORD, MELISSA A. R-1 MINIC, KEVIN J. R-1 BAKER, JAMES R. R-1 SEMENTA, ROMOLO R-1 ASPEN SUBDIVISION HOMEOWNERS ASSOC. R-1 GRONBERG FAMILY TRUST R-1 ECHEVERRIA, TINA M. R-1 ENDRONDE, BENJAMIN R-1 ESCUTIA, GUADALUPE R-1 VELENCIA, LUCIO R-1 ASPEN SUBDIVISION HOMEOWNERS ASSOC. R-1MARQUEZ, HERIBERTO R. R-1 3 BROTHERS LANDSCAPING 200 E ROSALYN DR. MERIDIAN, ID 83642 DOEPPEL PREMIER PROPERTIES THE COLLECTIONS SUBDIVISION, R-2 FLORIDA AVE.LASTER ST.FROMAN LANEHAMLET LANE S. VILLAGE LANE W. COTTAGE LANE40' SITE TRIANGLE PER CITY OF CALDWELL CODE. Area 521 SF Area 646 SF Area 646 SF Area 521 SF Area 10 SF Area 10 SF TOTAL SQUARE FOOTAGE = 1,007 sf TOTAL SQUARE FOOTAGE = 975 sf TOTAL SQUARE FOOTAGE = 10 sf BUILDING TOTAL = 3,984 sf Area 329 SF Area 486 SF Area 329 SF Area 486 SF CLIENT:DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R PER M ITDRAWN BY 16216The Village in CaldwellFlorida Ave. & Laster Ln. Caldwell, IDG-009 10.19.16John DoeppelArea Plan Author NO. DESCRIPTION DATE 3/16" = 1'-0"1 Level 1 3/16" = 1'-0"2 Level 2 First Floor100' - 0"Second Floor110' - 0"Roof119' - 0"52134325421323215152414First Floor100' - 0"Second Floor110' - 0"Roof119' - 0"521343254212155241423133First Floor100' - 0"Second Floor110' - 0"Roof119' - 0"522343235412534123212152214First Floor100' - 0"Second Floor110' - 0"Roof119' - 0"352221341124135253253213542513EXTERIOR FINISH LEGENDBOARD AND BATTEN -VERTICAL BATTENS 2'-0" O.C.PAINT INFO:MFR:SHERWIN WILLIAMSCOLOR NAME:--COLOR NO:--CULTURED STONE VENEER -ERIE -HERITAGE VENEER STONEHARDIPLANK CEMENT VERTICAL SIDING -4" PLANKS VERTICALPAINT INFO:MFR: SHERWIN WILLIAMSCOLOR NAME: ---COLOR NO:---STUCCOPAINT INFO:MFR:SHERWIN WILLIAMSCOLOR NAME:---COLOR NO:---430 YEAR ARCHITECTURAL ROOFING SHINGLECLIENT:SHEETDATEJOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642 208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCNOT FOR PERMITDRAWN BY162168-PlexCaldwell, IDA-211...The Village at CaldwellExteriorElevationsPMG 3/16" = 1'-0"1East 3/16" = 1'-0"2West 3/16" = 1'-0"3North 3/16" = 1'-0"4SouthNO. DESCRIPTION DATEA DesignDevelopment06.07.16 First Floor 100' - 0" Second Floor 110' - 0" Top Plate 119' - 0" 1 4 6 3 2 7 8 9 9 1011 12 13 5 First Floor 100' - 0" Second Floor 110' - 0" Top Plate 119' - 0" 4 1 12 1 6 14 2 5 18713931 First Floor 100' - 0" Second Floor 110' - 0" Top Plate 119' - 0" 412 6 2 5 87 13 9 3 1 1114 First Floor 100' - 0" Second Floor 110' - 0" Top Plate 119' - 0" 4 12 6 2 5 8 7 9 3 111 10 13 ELEVATION GENERAL NOTES A. B. C. D. E. F. G. H. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. REFER TO CONSTRUCTION TYPE DETAILS AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. ALL VISIBLE EXTERIOR FLASHING TO BE PRE-FINISHED U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL ALL EXPOSED CAULKING NOT PAINTED, TO MATCH ADJACENT MATERIAL FINISH COLOR. SUB-CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR TO ORDERING AND INSTALLATION. OWNER OPTION: HARDBOARD SIDING AND TRIMS TO BE ENGINEERED HARDBOARD OR FIBER CEMENT SIDING AND TRIMS. ALL SIDING AND TRIMS TO BE CAULKED, PRIMED (OR PRE-PRIMED) AND PAINTED ALL UTILITIES TO BE SCREENED OR BELOW GRADE. COORDINATE WITH MECHANICAL DRAWINGS AS REQUIRED. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS/ 2 5 1 3 EXTERIOR FINISH LEGEND BOARD AND BATTEN -VERTICAL BATTENS 2'-0" O.C. PAINT INFO: MFR:SHERWIN WILLIAMS COLOR NAME:-- COLOR NO:-- CULTURED STONE VENEER - ERIE -HERITAGE VENEER STONE HARDIPLANK CEMENT VERTICAL SIDING - 4" PLANKS VERTICAL PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: --- COLOR NO:--- STUCCO PAINT INFO: MFR:SHERWIN WILLIAMS COLOR NAME:--- COLOR NO:--- 4 30 YEAR ARCHITECTURAL ROOFING SHINGLE CLIENT:DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R P ER M ITDRAWN BY 16216The Village in CaldwellFlorida Ave. & Laster Ln. Caldwell, IDA-211 10.19.16John DoeppelExterior Elevations BPB NO. DESCRIPTION DATE 3/16" = 1'-0"1 East 3/16" = 1'-0"2 North 3/16" = 1'-0"3 South 3/16" = 1'-0"4 West Elevation Notes No.Note 1 STUCCO 2 BOARD AND BATTEN SIDING 3 VERTICAL HARDIPLANK SIDING 4 30-YEAR ARCHITECTURAL LAMINATED ROOF SHINGLE, SEE ROOF PLAN 5 CULTURED STONE VENEER 6 SLATTED WOOD GUARDRAIL. 7 WOOD SHUTTERS 8 GABLE VENT WITH 4X10 CORBELS 9 EXTERIOR DOOR/WINDOW. SEE SCHEDULE. 10 1X12 FASCIA BOARD 11 1X4 WINDOW TRIM 12 1X6 HORIZONTAL TRIM W/ 1X4 VERTICAL TRIM 13 2X10 LOWER AND 2X10 UPPER PURGOLA 14 4X4 POST DN 39 SF Entry A200 118 SF Living A201 13 SF Stor. A203 14 SF Closet A204 116 SF Bedroom A205 103 SF Bedroom A206 15 SF Closet A207 168 SF Master A208 73 SF Closet A210 59 SF Bath A211 18 SF Shower A212 18 SF W/D A213 57 SF Bath A214 45 SF Hall A214 155 SF Kitchen A216 5 SF Furn. A215 55 SF Entry B200 8 SF Closet B201 24 SF W/D B202 52 SF Bath B20366 SF Bath B204 67 SF Closet B205 158 SF Master B206 19 SF Closet B207 122 SF Bedroom B208 62 SF Hall B209 41 SF Dining B210 132 SF Kitchen B211 205 SF Living B213 7 SF Stor. B214 55 SF Entry C200 204 SF Living C201 7 SF Stor. C202 41 SF Dining C204 132 SF Kitchen C205 122 SF Bedroom C206 18 SF Closet C207 157 SF Master C209 67 SF Closet C201066 SF Bath C211 62 SF Hall C210 52 SF Bath C212 24 SF W/D C213 8 SF Closet C214 65 SF Entry D200 10 SF Closet D201 7 SF Furn. D202 22 SF W/D D203 72 SF Bath D204 58 SF Closet D205 208 SF Master D206 246 SF Living D207 155 SF Kitchen D210 97' - 11 3/8" 48' - 11 5/8"48' - 11 5/8" 6' - 0"6' - 0"4' - 0"59' - 2 3/4"6' - 0"20' - 8"4' - 0"3' - 0"3' - 11 5/8"1' - 0"11' - 0"10' - 0"10' - 0"3' - 0"8' - 0"3' - 0"8' - 0"3' - 0"10' - 6 1/2"14' - 5 1/2"13' - 0"1' - 0" 1' - 0"11' - 0"13' - 0"11' - 0"9' - 0"3' - 0"3' - 0"9' - 0"11' - 0"13' - 0"11' - 0"1' - 0"1' - 0"3' - 0"15' - 6"9' - 6"9' - 6"15' - 0"1' - 6"2' - 4"7' - 2"7' - 6"2' - 0"1' - 0"7' - 3"11' - 3"9' - 6"9' - 6"14' - 6"3' - 0"1' - 6"1' - 8 3/4"4' - 0"8' - 0" 65 SF Patio A202 86 SF Patio D209 35 SF Patio C203 35 SF Patio B212 10 SF Stor. D208 3' - 0"5' - 5"45 SF Patio D211 32 SF Patio A209 1 A-311 1 3 4 4 4 4 5 5 5 5 1 45 SF Patio D208 C200AC214AC213A C212AC209AC208AC209BC206B C207A C206AC203A C202A B B A A B B D200A D201A D203A D204A D205A D206A A BB A D209A D208AB200AB213A B214A B B A B208B B206BA B B B205AB204AB206A B203AB208AB207A B202A B201AA200A A201A A203AA205AA204AA206AA207A A208AA211AA210A A213A A214AA208BB B A A A B B B B A-116 1 A-118 1 A-117 1 2 A-311 B GENERAL NOTES -FLOOR PLANS: A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24" o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 16" o.c. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN-BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQ'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. O. PROVIDE MINIMUM OF (2) CRAWL SPACE ACCESS OPENINGS AND ATTIC ACCESS OPENINGS w/ DRAFT STOP SEPARATIONS. P. SEE SHEETS A-341 -A-343 FOR FIRE RATING DETAILS GENERAL CONDITIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED " OR EQUIVALENT" AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). SITE WORK 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSSIBLE FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 3. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 4. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WITH CONTROL JOINTS AT 15' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 5. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINISHES. FOUNDATIONS 1.PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2.PROVIDE MIN. 18" CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 3.COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. 4.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 5.MUDSILLS TO BE 2 x PRESSURE TREATED WOOD OR REDWOOD. 6.2" RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE. CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0 I.B.C. TYPICAL PLYWOOD NAILING WITH 8D NAILS @ 6" O.C. AT EDGES AND 12" O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42" HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4" SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A.POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO. 2 & BETTER KD DOUGLAS FIR-LARCH B.PLATES, BLOCKING & BRIDGING, ETC.NO. 3 & BETTER KD DOUGLAS FIR-LARCH C.STUDS STUD GRADE KD DOUGLAS FIR-LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 32/16 INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF 1/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW-E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE R-19 BATT INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0" A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24" MUST HAVE 4" MAX OPENING OR OTHER FALL PROTECTION.CLIENT:SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R P ER M ITDRAWN BY 162168-PlexCaldwell, IDA-112 ...The Village at CaldwellSecond Floor PMG 3/16" = 1'-0"1 Second Floor Plan Floor Plan Keynotes Second Floor No.Note 1 BLOCK OUT FRAMING FOR 20" X 30" ATTIC ACCESS. 3 PROVIDE FIRE EXTINGUISHER 4 FURNACE, REFER TO MECHANICAL PLANS 5 HOT WATER HEATER, REFER TO MECH. DRAWINGS NO. DESCRIPTION DATE A Design Development 06.07.16 DN 1 A-311 2 A-311 10' - 0"14' - 0"4' - 0"12' - 10"4' - 2"3' - 0" 11' - 2"2' - 10"5' - 10"7' - 0"7' - 0"16' - 0"11' - 4"3' - 6"7' - 0"1' - 2"6' - 9"2' - 6"9"5' - 0"4' - 0"2' - 2"1' - 0"2' - 0" 1' - 0" 9" 2' - 6"7"2' - 0"4' - 1"2' - 0"3' - 9"2' - 0"4' - 2"3' - 8"4' - 0"3' - 8"3' - 0"4' - 2"12' - 10"4' - 0"14' - 0"10' - 0" 6' - 11 1/2"2' - 0"3' - 10 1/2"2' - 10"11' - 2" 7 1/2"2' - 6"9" 1' - 0" 2' - 0"1' - 0"2' - 2"4' - 0"5' - 0" 8" 2' - 6"6' - 10"1' - 2"7' - 0"3' - 6"11' - 4"16' - 0"7' - 0"4' - 1"2' - 0"3' - 9"2' - 0"4' - 2"3' - 8"4' - 0"3' - 8"28 SF Stair A200 53 SF Hall A201 17 SF Closet A202 104 SF Bedroom A203 47 SF Bath A204 31 SF Stair B200 40 SF Hall B201 17 SF Closet B202 111 SF Bedroom B203 118 SF Bedroom B204 9 SF Closet B205 9 SF Closet B206 46 SF Bath B207 20 SF W/D B208 35 SF Stair C200 53 SF Hall C201 18 SF Closet C202 104 SF Bedroom C203 47 SF Bath C204 31 SF Stair D200 41 SF Hall D201 17 SF Closet D202 111 SF Bedroom D203 119 SF Bedroom D204 9 SF Closet D205 9 SF Closet D206 46 SF Bath D207 20 SF W/D D208 4 SF Furn A205 4 SF Furn C205 A-116 1 A-115 1 3 3 3 3 1 A-312 W1 2X4 INTERIOR WALL - 5/8" GWB o/ 2X4 o/ 5/8" GWB W2 2X6 INTERIOR WALL - 5/8" GWB o/ 2X6 o/ 5/8" GWB W4 EXTERIOR WALL -(REFER TO ELEVATIONS FOR FINISHES), VAPOR BARRIER (TYVEK OR APPROVE EQ. W/ MIN 50 PERM. RATING), 1/2" OSB, 5 1/2" WOOD STUD @ 24" O.C., BATT INSULATION (R-21), W/ 5/8" GWB INTERIOR, Wall Legend NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION U.N.O. W3 1-HOUR FIRE RATED -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" TYPE X GWB EACH SIDE PLUMBING WALL -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" WATER RESISTANT GWB EACH SIDE (WHERE FIXTURES OCCUR) W5 PARTITION WALL, UL U309, GA FILE # WP3510: (1-HR FIRE RATED CENTRAL WALL) 3 1/2" WOOD STUD @ 24" O.C. W/ (1)LAYER OF 5/8" TYPE "X" GWB (OR APPROVED EQ.) EACH SIDE (NON-PENETRATED) UNDER (FURRING WALL EACH SIDE) 3 1/2" WOOD STUD @ 24" O.C. W/ (1) LAYER 1/2" GWB FINISH OUTSIDE FACE (WALL TO HAVE A MIN. STC RATING OF 50). W6 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED " OR EQUIVALENT" AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSIBLE FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 3. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 4. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WITH CONTROL JOINTS AT 15' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 5. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINISHES. 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS. 2. PROVIDE MIN. 18" CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE). 3. COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 5. MUDSILLS TO BE 2 x PRESSURE TREATED WOOD OR REDWOOD 6. 2" RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0 IBC TYPICAL PLYWOOD NAILING WITH 8D NAILS @ 6" O.C. AT EDGES AND 12" O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42" HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4" SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A.POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO. 2 & BETTER KD DOUGLAS FIR-LARCH B.PLATES, BLOCKING & BRIDGING, ETC.NO. 3 & BETTER KD DOUGLAS FIR-LARCH C.STUDS STUD GRADE KD DOUGLAS FIR-LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 24/16 ROOF, 48/24 FLOOR 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF 1/150 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW-E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE R-19 BATT INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0" A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24" MUST HAVE 4" MAX OPENING OR OTHER FALL PROTECTION. General Conditions Site Work Foundations Carpentry Insulation Miscellaneous A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24" O.C. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 24" O.C. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN-BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQ'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. General Notes: Floor Plan IBC 2009 502.1 -AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. FIRST FLOOR 3,965 sf SECOND FLOOR 1,506 sf TOTAL 5,471 sf Building Square Footage Analysis: Rentable Floor Area: THE AREA INCLUDES THE EXTERIOR WALLS TO THE FACE OF EXTERIOR FINISH. USED TO CALCULATE CONSTRUCTION COST, BANK APPRAISAL, AND TAX ASSESSOR VALUE FIRST FLOOR 2,088 sf SECOND FLOOR 1,438 sf TOTAL 3,526 sf Gross Building Area:CLIENT:DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R PER M ITDRAWN BY 16216The Village in CaldwellFlorida Ave. & Laster Ln. Caldwell, IDA-112 10.19.16John DoeppelSecond Floor Author NO. DESCRIPTION DATE A Owner 4-plex Changes 10.19.16 1/4" = 1'-0"1 Second Floor Plan Floor Plan Keynotes No.Note Content 1 BLOCK OUT 20" x 30" CRAWL SPACE ACCESS AT FIRST FLOOR IN EACH UNIT 2 GRADES @ EXTERIOR DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A MIN. DISTANCE OF 5' - 0" PERPENDICULAR TO DOORS 3 BLOCK OUT 20" x 30" ATTIC ACCESS @ SECOND FLOOR IN EACH UNIT UP4' - 0"4' - 0 1/8"1' - 11 7/8"4' - 0"10' - 0"6' - 6 3/8"2' - 5 3/4"2' - 5 3/4"6' - 6 3/8"10' - 0"4' - 0"4' - 0"3' - 2 3/4"1' - 11 5/8" 1' - 0" 10' - 0"20' - 0"3' - 0"8' - 0"3' - 0"8' - 0"3' - 0"8' - 0"3' - 0"14' - 0"12' - 0"1' - 0"1' - 11 3/4" 152 SF Master A108 57 SF Closet A109 39 SF Entry A100 155 SF Kitchen A116 119 SF Living A101 56 SF Bath A113 44 SF Hall A115 18 SF W/D A112 59 SF Bath A110 18 SF Shower A111 102 SF Bedroom A105 103 SF Bedroom A106 15 SF Closet A107 14 SF Closet A104 6 SF Furn. A114 13 SF Stor. A103 66 SF Bath B104 19 SF Closet B107 54 SF Closet B105 175 SF Master B106 121 SF Bedroom B108 1' - 11 5/8"1' - 0"10' - 0 1/8"11' - 11 7/8"12' - 0"9' - 0"3' - 0" 51 SF Bath B103 63 SF Hall B109 132 SF Kitchen B110 54 SF Entry B100 205 SF Living B112 24 SF W/D B102 8 SF Closet B101 55 SF Dining B111 183 SF Master D106 45 SF Closet D105 155 SF Kitchen D110 10 SF Stor. D108 67 SF Bath C110 18 SF Closet C107 54 SF Closet C109 174 SF Master C108 122 SF Bedroom C106 1' - 11 3/4"1' - 0"10' - 0"12' - 0"12' - 0"9' - 0"3' - 0" 52 SF Bath C112 63 SF Hall C111 24 SF W/D C113 8 SF Closet C114 4' - 0"8' - 0" 97' - 11 3/8" 48' - 11 5/8"48' - 11 5/8" 6' - 0"6' - 0" 72 SF Bath D10433' - 0"30' - 2 3/4"65 SF Entry D100 259 SF Living D107 22 SF W/D D103 10 SF Closet D101 7 SF Furn. D102 55 SF Entry C100 204 SF Living C101 132 SF Kitchen C105 55 SF Dining C1047 SF Stor. B113 7 SF Stor. C102 6' - 0"20' - 8"4' - 0"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"10' - 0"6' - 6 3/8"2' - 5 3/4"2' - 5 3/4"6' - 6 3/8"10' - 0"4' - 0"2' - 0"4' - 0"4' - 0"9 SF Fire Riser 001 9 SF Fire Riser 002 80 SF Patio C103 1 A-311 80 SF Patio B114 1 23 4 4 4 4 5 5 5 5 D108A D109A D100A D101A D103A D104AD106A D105AA B B B A B BA100A A101A A103A A104AA105AA106AA107A A108AA110AA109A A113AA112A AA A B B 001 1 B112A B108A B107A B106A B104AB105AB103AB102A B101AB100AB B A B BB A B B B B113A C100AC114AC113A C112AC110AC109AC107AC106AC107A C101A B B A B B B B A B B C102A A-113 1 A-115 1 A-114 1 B B A214D2 A-311 GENERAL NOTES -FLOOR PLANS: A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24" o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 16" o.c. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN-BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQ'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. O. PROVIDE MINIMUM OF (2) CRAWL SPACE ACCESS OPENINGS AND ATTIC ACCESS OPENINGS w/ DRAFT STOP SEPARATIONS. P. SEE SHEETS A-341 -A-343 FOR FIRE RATING DETAILS GENERAL CONDITIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED " OR EQUIVALENT" AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). SITE WORK 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSSIBLE FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 3. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 4. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WITH CONTROL JOINTS AT 15' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 5. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINISHES. FOUNDATIONS 1.PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2.PROVIDE MIN. 18" CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE) 3.COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. 4.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 5.MUDSILLS TO BE 2 x PRESSURE TREATED WOOD OR REDWOOD. 6.2" RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE. CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0 I.B.C. TYPICAL PLYWOOD NAILING WITH 8D NAILS @ 6" O.C. AT EDGES AND 12" O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42" HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4" SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A.POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO. 2 & BETTER KD DOUGLAS FIR-LARCH B.PLATES, BLOCKING & BRIDGING, ETC.NO. 3 & BETTER KD DOUGLAS FIR-LARCH C.STUDS STUD GRADE KD DOUGLAS FIR-LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 32/16 INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF 1/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW-E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE R-19 BATT INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. MISCELLANEOUS 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0" A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24" MUST HAVE 4" MAX OPENING OR OTHER FALL PROTECTION.CLIENT:SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R P ER M ITDRAWN BY 162168-PlexCaldwell, IDA-111 ...The Village at CaldwellFirst Floor PMG 3/16" = 1'-0"1 First Floor Plan Floor Plan Keynotes First Floor Note No Note Content 1 BLOCK OUT FRAMING FOR 20" X 30" CRAWL SPACE ACCESS. 2 GRADES @ ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A MIN. DISTANCE OF 5' - 0" PERPENDICULAR TO DOORS 3 PROVIDE FIRE EXTINGUISHER UNDER SINK IN EACH UNIT 4 FURNACE, REFER TO MECHANICAL PLANS 5 HOT WATER HEATER, REFER TO MECH. DRAWINGS NO. DESCRIPTION DATE A Design Development 06.07.16 UP DWDW DWDW A-2111 A-211 A-211 A-211 2 4 3 2' - 0"7' - 0"4' - 0"2' - 0"10' - 1 1/2"6' - 10 1/2"7' - 0"7' - 0"18' - 0"5' - 0" 1' - 6" 13' - 0"6' - 6"4' - 0"10' - 0"5' - 0"3' - 0"2' - 0"2' - 0" 26' - 0"26' - 0"3' - 0"2' - 0"7' - 0"4' - 0"2' - 0"10' - 1 1/2"6' - 10 1/2"7' - 0"7' - 0"18' - 0"2' - 0"2' - 0"3' - 0"5' - 0"10' - 0"4' - 0"6' - 6"13' - 0"1' - 6"5' - 0" 1 A-311 2 A-311 1' - 2" 3' - 0"2' - 4"1' - 0" 2' - 0" 7' - 0" 2' - 0" 1' - 0" 2' - 0"6' - 0"2' - 0" 1' - 4" 2' - 0"1' - 8" 1' - 0" 2' - 0"7' - 0"2' - 0" 1' - 0" 2' - 4"3' - 0"1' - 2" 151 SF Living D101 63 SF Dining D102 96 SF Kitchen D105 39 SF Powder D106 26 SF Entry D100 19 SF Stor. D103 17 SF Closet D107 26 SF Entry B100 151 SF Living B101 62 SF Dining B102 97 SF Kitchen B104 39 SF Powder B10517 SF Closet B106 29 SF Entry C100 123 SF Living C101 107 SF Kitchen C10246 SF Hall C110 18 SF W/D C109 54 SF Bath C108 113 SF Bedroom C107 8 SF Closet C103 13 SF Stor. C104 29 SF Entry A100 123 SF Living A101 107 SF Kitchen A102 48 SF Hall A109 19 SF W/D A108 54 SF Bath A107 112 SF Bedroom A106 8 SF Closet A103 13 SF Stor. A104 19 SF Stor. B103 1' - 4 1/2"3' - 0"2' - 6"1' - 4"1' - 0"5' - 5 1/2"1' - 0"1' - 4"1' - 8" 2' - 0" 1' - 4" 2' - 0"6' - 0"2' - 0"11' - 6"6' - 0"6"1' - 4 1/2"3' - 0"2' - 6"1' - 4"1' - 0"5' - 5 1/2"1' - 0"1' - 4"11' - 6"6' - 0"6"2' - 8"4' - 4"3' - 6 1/2"3' - 5 1/2"3' - 2"3' - 10"4' - 0"3' - 0"32' - 0"32' - 0"6 SF Furn D104 4 SF Fire Riser 001 5 SF Furn A105 5 SF Furn C106 4 SF Fire Riser 002 1 A-113 1 A-114 1 A-421 7 A-4211 2 1 1 11' - 6"3' - 2 3/8"1 A-312 IBC 2009 502.1 -AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. FIRST FLOOR 3,965 sf SECOND FLOOR 1,506 sf TOTAL 5,471 sf Building Square Footage Analysis: Rentable Floor Area: THE AREA INCLUDES THE EXTERIOR WALLS TO THE FACE OF EXTERIOR FINISH. USED TO CALCULATE CONSTRUCTION COST, BANK APPRAISAL, AND TAX ASSESSOR VALUE FIRST FLOOR 2,088 sf SECOND FLOOR 1,438 sf TOTAL 3,526 sf Gross Building Area: W1 2X4 INTERIOR WALL - 5/8" GWB o/ 2X4 o/ 5/8" GWB W2 2X6 INTERIOR WALL - 5/8" GWB o/ 2X6 o/ 5/8" GWB W4 EXTERIOR WALL -(REFER TO ELEVATIONS FOR FINISHES), VAPOR BARRIER (TYVEK OR APPROVE EQ. W/ MIN 50 PERM. RATING), 1/2" OSB, 5 1/2" WOOD STUD @ 24" O.C., BATT INSULATION (R-21), W/ 5/8" GWB INTERIOR, Wall Legend NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION U.N.O. W3 1-HOUR FIRE RATED -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" TYPE X GWB EACH SIDE PLUMBING WALL -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" WATER RESISTANT GWB EACH SIDE (WHERE FIXTURES OCCUR) W5 PARTITION WALL, UL U309, GA FILE # WP3510: (1-HR FIRE RATED CENTRAL WALL) 3 1/2" WOOD STUD @ 24" O.C. W/ (1)LAYER OF 5/8" TYPE "X" GWB (OR APPROVED EQ.) EACH SIDE (NON-PENETRATED) UNDER (FURRING WALL EACH SIDE) 3 1/2" WOOD STUD @ 24" O.C. W/ (1) LAYER 1/2" GWB FINISH OUTSIDE FACE (WALL TO HAVE A MIN. STC RATING OF 50). W6 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE INTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED " OR EQUIVALENT" AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSIBLE FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 3. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 4. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WITH CONTROL JOINTS AT 15' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 5. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINISHES. 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS. 2. PROVIDE MIN. 18" CLEARANCE IN CRAWL SPACE, NO EXTERIOR VENT (CONDITIONED CRAWL SPACE). 3. COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 5. MUDSILLS TO BE 2 x PRESSURE TREATED WOOD OR REDWOOD 6. 2" RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS FOR CONDITIONED CRAWL SPACE 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25-0 IBC TYPICAL PLYWOOD NAILING WITH 8D NAILS @ 6" O.C. AT EDGES AND 12" O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42" HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4" SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A.POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO. 2 & BETTER KD DOUGLAS FIR-LARCH B.PLATES, BLOCKING & BRIDGING, ETC.NO. 3 & BETTER KD DOUGLAS FIR-LARCH C.STUDS STUD GRADE KD DOUGLAS FIR-LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 24/16 ROOF, 48/24 FLOOR 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF 1/150 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW-E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE R-19 BATT INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0" A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24" MUST HAVE 4" MAX OPENING OR OTHER FALL PROTECTION. General Conditions Site Work Foundations Carpentry Insulation Miscellaneous A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LINES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24" O.C. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 24" O.C. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN-BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQ'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. General Notes: Floor Plan CLIENT:DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T FO R PER M ITDRAWN BY 16216The Village in CaldwellFlorida Ave. & Laster Ln. Caldwell, IDA-111 10.19.16John DoeppelFirst Floor PMG NO. DESCRIPTION DATE A Owner 4-plex Changes 10.19.16 1/4" = 1'-0"1 First Floor Plan Floor Plan Keynotes No.Note Content 1 BLOCK OUT 20" x 30" CRAWL SPACE ACCESS AT FIRST FLOOR IN EACH UNIT 2 GRADES @ EXTERIOR DOORS TO BE NO MORE THAN 1.5% IN ALL DIRECTIONS FOR A MIN. DISTANCE OF 5' - 0" PERPENDICULAR TO DOORS 3 BLOCK OUT 20" x 30" ATTIC ACCESS @ SECOND FLOOR IN EACH UNIT TOTAL SQUARE FOOTAGE = 1,005 sfTOTAL SQUARE FOOTAGE = 1,191 sfTOTAL SQUARE FOOTAGE = 17 sfFIRST FLOOR TOTAL = 4,552 sf1005 SFArea1191 SFArea1191 SFArea1131 SFAreaTOTAL SQUARE FOOTAGE = 1,131 sf17 SFArea17 SFAreaBUILDING TOTAL = 9,091 sf1024 SFArea1170 SFArea1170 SFArea1175 SFAreaTOTAL SQUARE FOOTAGE = 1,024 sfTOTAL SQUARE FOOTAGE = 1,170 sfSECOND FLOOR TOTAL = 4,539 sfTOTAL SQUARE FOOTAGE = 1,175 sfCLIENT:SHEETDATEJOB NUMBERCONSULTANT725 E 2nd StMeridian, ID 83642 208.884.2824PROFESSIONAL SEALTHIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION.© NEUDESIGN ARCHITECTURE LLCNOT FOR PERMITDRAWN BY162168-PlexCaldwell, IDG-009...The Village at CaldwellArea PlansAuthorNO. DESCRIPTION DATE 1/8" = 1'-0"1First Floor 1/8" = 1'-0"2Second Floor CITY OF CALDWELL CASE NO: SUB23-000004 The Village Condos FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER Exhibit 1 – Attachment B Caldwell Mapping Approved Street Names, Street Layout and Configuration, Lot and Block Numbering, Subdivision Name and Phasing Plan The Village Page 1 of 2 ADDRESSING WORKSHEET Date: March 11, 2019 Prepared by: Dave Marston, Mapping Superintendent For: THE VILLAGE Parcel 2 4908 Hamlet Lane Parcel 3 4914 “ “ Parcel 4 4920 “ “ Parcel 5 5002 “ “ Parcel 6 5006 “ “ Parcel 7 5012 “ “ Parcel 8 5018 “ “ Parcel 9 5104 “ “ Parcel 10 5110 “ “ Parcel 11 5116 “ “ Parcel 12 5122 “ “ Parcel 14 5200 Keystone Lane Parcel 15 5208 “ “ Parcel 16 5220 “ “ Parcel 17 5224 “ “ Parcel 18 2914 Venue Lane Parcel 19 2922 “ “ Parcel 20 3006 “ “ Parcel 21 3012 “ “ Parcel 22 5213 Hamlet Lane Parcel 23 5207 “ “ Parcel 24 5125 “ “ Parcel 25 5117 “ “ Parcel 26 5107 “ “ Parcel 27 5109 “ “ Parcel 28 5103 “ “ Parcel 29 5021 “ “ Parcel 30 5011 “ “ Parcel 31 5005 “ “ Parcel 32 4917 “ “ Parcel 33 4909 “ “ NOTES Parcels 2-12, 14-17, 20-24, & 26-28 are to have a 4-plex unit constructed on each parcel. Parcels 18, 19, 25, & 29-33 are to have an 8-plex unit constructed on each parcel. The addresses listed above and shown on the attached map are the base building address. The Village Page 2 of 2 4-plex units shall be sub-addressed as follows: • Apt. 100, 102, 104, 106 on units with an even base address, with Apt. 100 facing the common drive lane and increasing in a counter-clockwise direction. • Apt. 101, 103, 105, 107 on units with an odd base address, with Apt. 101 facing the common drive lane and increasing in a clockwise direction. 8-plex units shall be sub-addressed as follows: • Apt. 100, 102, 104, 106, etc. on 1st floor units with an even base address, with Apt. 100 facing the common drive lane and increasing in a counter-clockwise direction. For 2nd floor units, Apt. 200, 202, 204, 206. • Apt. 101, 103, 105, 107, etc. on 1st floor units with an odd base address, with Apt. 101 facing the common drive lane and increasing in a clockwise direction. For 2nd floor units, Apt. 201, 203, 205, 207. • 8-plex sub-addressing is subject to change based on actual sub-unit configuration. Parcel 1 is a common area and Parcel 13 is to have some configuration of a pool, clubhouse, and an office. Addressing will depend on final configuration. See attached map for reference.