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HomeMy WebLinkAboutFloor plansArea 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