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16156_4-Plex_081817UP UP 11' - 6" 2' - 2" 5' - 0" 3' - 6" 1' - 6" 1' - 0" 7' - 0" 1' - 0" 1' - 6" 25 ' - 0 " 25 ' - 0 " 2' - 0 " 4' - 0 " 2' - 0 " 4' - 0 " 2' - 0 " 3' - 0 " 176 SF Living B102 38 SF Entry B100 7 SF Coats B101 142 SF Kitchen B103 7 SF Stor. B104 14 SF Closet B105 148 SF Bedroom B106 60 SF Bath B107 24 SF W/D B108 30 SF Stair B110 89 SF Kitchen A102 237 SF Living A105 10 SF Stor. A104 25 SF Stair A108 39 SF Entry C100 25 SF Stair C108 89 SF Kitchen C102 37 SF Powder C106 10 SF Stor. C104 2 SF Pantry C101 38 SF Entry D100 7 SF Coats D101 176 SF Living D102 143 SF Kitchen D103 7 SF Stor. D104 14 SF Closet D105 147 SF Bedroom D106 60 SF Bath D107 23 SF W/D D108 30 SF Stair D110 48 SF Hall D109 16 SF Fire Riser 001 A-113 1 A-115 1 2' - 6 " 14 ' - 0 " 3' - 0 " 5' - 6 " 19 ' - 0 " 6' - 0 " 5' - 0" 3' - 0" 2' - 0" 48 SF Hall B109 4" 3' - 0" 3" 27' - 8" 34' - 4" 62' - 0" 9' - 6 " 1' - 7 " 6' - 0 " 3' - 1 1 " 11 ' - 6 " 3' - 6 " 6' - 0 " 1' - 0" 12' - 0" 3' - 2 1/2" 2' - 5 1/2" 3' - 6 1/2" 3' - 7 1/2" 8' - 6" 5' - 0" 13' - 8" 4' - 0" 5' - 0" 3' - 0 1/2" 5' - 5 1/2" 2' - 2" 11' - 6" 1' - 6" 1' - 0" 7' - 0" 1' - 0" 1' - 6" 2' - 6 " 14 ' - 0 " 3' - 0 " 5' - 6 " 4' - 0 " 15 ' - 0 " 1' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 4' - 0 " 2' - 0 " 4' - 0 " 2' - 0 " 3' - 6 " 12 ' - 0 " 3' - 6 " 1' - 0 " 2' - 0 " 3' - 0 " 4' - 5 " 6' - 0 " 1' - 7 " 9' - 6 " 5' - 0" 15 SF Mech. A107 37 SF Powder A106 32 SF Entry A100 3 SF Pantry A101 4 SF Coats A103 15 SF Mech. C107 237 SF Living C105 4 SF Coats C103 2B 2B 2B 2A 2B 2B 2A 2A 2B 2B 2A 2C 2A 2C 2C 2C 2C 2C 2B 2B 2A 2B 2B 2B 2A 2A 2A 2B 2C 2B 2B 2B 2A 2A 2C 2C 2C 2A 2C 2C 2C 2A 2' - 6 " 22 ' - 6 " 13 ' - 7 " 3' - 6 " 12 ' - 5 3 / 4 " 3' - 1 3 / 4 " 5' - 1 1 " 13' - 10" 1' - 0" 7' - 10" 8' - 2 1/2" 8' - 4" 10 1/2" 3' - 5 1/2" 8' - 0" 9' - 2" 2' - 3 1/2" 3' - 2" 4' - 0 1/2" 12' - 2" 22' - 2" 4' - 0 1/2" 3' - 2" 2' - 3 1/2" 9' - 2" 2' - 1 1 1 / 2 " 16 ' - 8 1 / 4 " 1' - 6 " 3' - 1 0 1 / 2 " 13 ' - 7 " 4' - 0 1 / 2 " 3' - 1 0 " 5' - 1 1 " 9' - 1 1 / 2 " 2' - 1 0 1 / 2 " 7' - 0 3 / 4 " 1A 1A 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 1B 1B 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 2A 2C 1A 1A 1B 1A 1A 3 3 3 3' - 10 1/2" 2A 2B 4' - 1 1 1 / 2 " 3 ' - 5 1 /2 " 1' - 3 1 / 2 " 2' - 0" 3' - 0" 1' - 1 1 " 7' - 1 " 2' - 1 0 1 / 2 " 9' - 1 1 / 2 " 5' - 1 1 " 4' - 1 1 " 3 ' - 8 " 5' - 0" 4' - 0" 13' - 8" 5' - 0" 8' - 6" 3' - 8" 3' - 5 1/2" 2' - 5 1/2" 3' - 3" 12' - 0" 9' - 11" 3' - 7" 3' - 5" 11" 4' - 4" 2' - 10" 10" 8' - 6" 34' - 4" 22' - 8" 1' - 7 " 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 2,446 sf Second Floor 1,896 sf TOTAL 4,342 sf BUILDING SQUARE FOOTAGE ANALYSIS: Allowable 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 2,626 sf Second Floor 2,048 sf TOTAL 4,674 sf Gross Building Area: 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). 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 WINDO W AND DOOR HEADERS ARE TO BE SIZED PER STRUCTURAL 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. IF OPERABLE, GLAZING SHALL BE TEMPERED AS WELL. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE 2" RIGID 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. 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 @ 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. 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. 1A STANDARD WALL: 3 1/2" WOOD STUD @ 24" O.C. w/ 5/8" GWB EACH SIDE 1B STANDARD / PLUMBING WALL : 5 1/2" WOOD STUD @ 24" O.C. w/ 5/8" GWB EACH SIDE 2A EXTERIOR WALL : BOARD AND BATTEN SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR 2C PARTITION WALL SYSTEM: 2x8 SILL PLATE W/ 2x6 @ 16" O.C. STAGGERED STUD CONSTRUCTION: (1) LAYER 5/8" " TYPE "X" GWB OVER WOOD STUDS (OUTSIDE FACE), 5 1/2" UNFACED FIBERGLASS BATTS TO FILL CAVITIES. FIBERGLASS BATT DRAFTSTOP & FIREBLOCKING @ 1O'-0" O.C. MIN. WALL LEGEND 3 2B EXTERIOR WALL : 4" VERTICAL CEMENTITIOUS SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR EXTERIOR WALL: 6" HORIZONTAL CEMENTITIOUS LAP SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 DRAWN BY 08.18.17 16156 Ma d d y n V i l l a g e 4 - P l e x Me r i d i a n R d . , M e r i d i a n I D 8 3 6 4 2 A-111 05.16.16 Ky l e E n z l e r - M a d d y n H o m e s , L L C . First Floor PMG 1/4" = 1'-0" 1 First Floor Plan 3/4" = 1'-0" Wall Legend NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 DN DN A-211 1 A-211 A-211 A-211 2 3 4 8' - 11" 12' - 0" 2' - 11" 3' - 9" 5' - 6" 16' - 0" 2' - 6" 5' - 4" 5' - 0" 2' - 8" 1' - 0" 1' - 6" 1' - 0" 2' - 9" 4' - 0" 4' - 0" 4' - 0" 10 1/2" 2' - 0" 10 1/2" 6" 4' - 0" 6" 3' - 5" 4' - 0" 3' - 7" 5' - 0" 11' - 0" 27' - 7" 34' - 4" 3' - 6 1 / 2 " 17 ' - 1 1 / 2 " 4' - 4 " 25 ' - 0 " 25 ' - 0 " 1' - 2 " 2' - 0 " 1' - 2 " 4' - 7 1 / 2 " 3' - 6 1 / 2 " 1' - 0 " 1' - 6 " 1' - 0 " 1' - 6 " 1' - 0 " 2' - 1 1 1 / 2 " 31 SF Hall A200 18 SF W/D A201 17 SF Closet A202 106 SF Bedroom A203 115 SF Bedroom A204 13 SF Closet A205 46 SF Bath A206 9 SF Furn. A209 35 SF Hall B200 17 SF Closet B201 118 SF Bedroom B202 117 SF Bedroom B204 14 SF Closet B203 45 SF Bath B205 6 SF LINENS B206 9 SF Furn. B207 31 SF Hall C200 18 SF W/D C201 17 SF Closet C202 106 SF Bedroom C203 116 SF Bedroom C204 13 SF Closet C205 46 SF Bath C206 9 SF Furn. C209 35 SF Hall D200 17 SF Closet D201 118 SF Bedroom D202 14 SF Closet D203 118 SF Bedroom D204 45 SF Bath D205 9 SF Furn. D206 6 SF Linens D208 4' - 0 " 4' - 0 " 4' - 0 " 2' - 0 " 1' - 0 " 1' - 6 " 1' - 0 " 2' - 0 " A-114 1 A-116 1 4' - 1 0 " 3' - 0 " 2' - 0 " 7' - 6 " 12 ' - 0 " 3' - 6 " 61' - 11" 1' - 2 " 2' - 0 " 1' - 2 " 3' - 2 " 1' - 0 " 1' - 5 " 1' - 0 " 1' - 6 " 1' - 0 " 3' - 1 " 3' - 6 " 17 ' - 2 " 4' - 4 " 3' - 6 " 12 ' - 0 " 7' - 6 " 2' - 0 " 1' - 0 1 / 2 " 3' - 1 1 1 / 2 " 12 ' - 2 " 4' - 11" 5' - 4" 2' - 6" 16' - 0" 5' - 6" 3' - 9" 2' - 11" 12' - 0" 9' - 0" 10' - 8 1/2" 5' - 3 1/2" 5' - 7 1/2" 5' - 4 1/2" 10 1/4" 3' - 8 1/4" 5' - 11 1/2" 3' - 9" 3' - 4 1/2" 1' - 2" 3' - 6 1/2" 6' - 10" 3' - 7" 4' - 0" 3' - 1 1/2" 9 1/2" 4' - 0" 6" 4' - 0" 4' - 0" 4' - 0" 2' - 9" 1' - 0" 1' - 6" 1' - 0" 2' - 9" 2' - 0 " 1' - 0 " 1' - 6 " 1' - 0 " 2' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 2B 2A 2A 2A 2B 2B 2C 2A 2A 2A 2C 2C 2B 2B 2A 2B 2B 2B 2A 2A 2A 2B 2B 2C 2A 2A 2A 2C 2C 2B 2B 2A 2A 2B 2B 9 SF Closet A207 12 SF Closet A208 12 SF Closet C208 9 SF Closet C207 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1B 1A 1A 1B 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 4' - 5" 11" 1' - 1 1/2" 2' - 0" 7 1/2" 11" 4' - 5" 9' - 2 1 / 2 " 3' - 4 " 10 ' - 6 " 11 ' - 4 1 / 2 " 3' - 9 1 / 2 " 12 ' - 2 1 / 2 " 3' - 6 " 2' - 2 " 3' - 7 " 9' - 4 " 3' - 2 " 2' - 6 " 6' - 0 1 / 2 " 3' - 1 1 1 / 2 " 12 ' - 2 1 / 2 " 3' - 1 0 " 1' - 4 1 / 2 " 4' - 0 1 / 2 " 3' - 9 1 / 2 " 3' - 4 1 / 2 " 2' - 0 " 3' - 4 " 10 ' - 6 " 9' - 4" 1' - 0 1/2" 5' - 4 1/2" 3' - 0" 1' - 3 1/2" 3' - 10" 3' - 8 1/2" 5' - 8 1/2" 3' - 11 1/2" 6' - 2 3/4" 9' - 1" 10' - 2 1/2" 1' - 2" 3' - 4 1/2" 10' - 6" 5' - 4 1/2" 5' - 7 1/2" 3 3 3 3' - 5" 4' - 1 1/2" 1' - 0" 3' - 3 1/2" 5' - 6" 50 SF Stairs C209 54 SF Stairs B208 50 SF Stairs A209 54 SF Stairs D208 4' - 9 3 / 4 " 3' - 0 " 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). 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 STRUCTURAL 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. IF OPERABLE, GLAZING SHALL BE TEMPERED AS WELL. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE 2" RIGID 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. 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 @ 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. 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. 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 2,446 sf Second Floor 1,896 sf TOTAL 4,342 sf BUILDING SQUARE FOOTAGE ANALYSIS: Allowable 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 2,626 sf Second Floor 2,048 sf TOTAL 4,674 sf Gross Building Area: 1A STANDARD WALL: 3 1/2" WOOD STUD @ 24" O.C. w/ 5/8" GWB EACH SIDE 1B STANDARD / PLUMBING WALL : 5 1/2" WOOD STUD @ 24" O.C. w/ 5/8" GWB EACH SIDE 2A EXTERIOR WALL : BOARD AND BATTEN SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR 2C PARTITION WALL SYSTEM: 2x8 SILL PLATE W/ 2x6 @ 16" O.C. STAGGERED STUD CONSTRUCTION: (1) LAYER 5/8" " TYPE "X" GWB OVER WOOD STUDS (OUTSIDE FACE), 5 1/2" UNFACED FIBERGLASS BATTS TO FILL CAVITIES. FIBERGLASS BATT DRAFTSTOP & FIREBLOCKING @ 1O'-0" O.C. MIN. WALL LEGEND 3 2B EXTERIOR WALL : 4" VERTICAL CEMENTITIOUS SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR EXTERIOR WALL: 6" HORIZONTAL CEMENTITIOUS LAP SIDING o/ BUILDING WRAP o/ 1/2" OSB o/ 5 1/2" WOOD STUD @ 24" O.C. w/ BATT INSULATION (R -21), w/ 5/8" GWB INTERIOR LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 DRAWN BY 08.18.17 16156 Ma d d y n V i l l a g e 4 - P l e x Me r i d i a n R d . , M e r i d i a n I D 8 3 6 4 2 A-112 05.16.16 Ky l e E n z l e r - M a d d y n H o m e s , L L C . Second Floor PMG 1/4" = 1'-0" 1 Second Floor Plan - New 3/4" = 1'-0" Wall Legend NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" ARCHITECTURAL SHINGLES OVER 30# FELT OVER ROOF SHEATHING OVER PRE -MANUFACTURED TRUSSES 6' - 8 3/4" 1 1 1 1 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1'-0" 4" / 1'-0" EQ EQ ROOF PLAN GENERAL NOTES A. B. C. D. E. F. G. H. I. THE CONTRACTOR AND EACH TRADE SUB SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION ALL KEYNOTES, DIMENSIONS, AND NOTES ARE TYPICAL. ALL ROOF OVERHANGS TO BE 1' -4" U.O.N, PROVIDE ICE AND WATER SHIELD AT ALL ROOF VALLEY LOCATIONS (CENTERED) AND AT ALL EAVES (EXTEND 2'-0" UP PAST EXTERIOR WALL BELOW) ALL ROOFS TO HAVE PREFINISHED METAL EAVE AND RAKE DRIP FLASHING. PROVIDE PRE -FINISHED METAL VALLEY FLASHING. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL LAMINATED SHINGLE OVER FELT PER ROOF TYPE. COORDINATE ROOF PLAN WITH STRUCTURAL ROOF FRAMING PLAN AND WITH FINAL ROOF TRUSS SHOP DRAWINGS. AT OVERBUILD ROOF AREAS PROVIDE 6"X6" HOLES THROUGH SHEATHING AT EACH JOIST BAY TO PROVIDE VENTILATION. PROVIDE PREFINISHED SEAMLESS ALUMINUM GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20' -0." COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT BASE AND SLOPE DRAIN AWAY FROM BUILDING. COORDINATE WITH CIVIL FOR DOWNSPOUTS THAT TIE INTO SEEPAGE BEDS. J. ALL ROOFING, FIXTURES, AND EQUIPMENT TO BE INSTALLED TO BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMED ATIONS , ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. K. SEE SHEETS A -341 -A-343 FOR FIRE -RATING DETAILS. CONTRACTOR TO PROVIDE ROOF VENTS AND VENTILATION PER SECT. 1203 IBC, (TOTAL ROOF AREA = 2994 SQ. FT, VENTILATION MUST BE 19.98 SQ. FT. MIN.) 30 -YEAR ARCHITECTURAL LAMINATED FIBERGLASS CLASS B ROOF SHINGLE 15# FELT ROOF SHEATHING PER STRUCTURAL DRAWINGS MANUFACTURED WOOD ROOF TRUSS, SPACING PER STRUCTURAL / TRUSS MANUFACTURER DRAWINGS PAINTED HARDBOARD SOFFIT PANELING VENTILATION BAFFLE 2 " M A X LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 DRAWN BY 08.18.17 16156 Ma d d y n V i l l a g e 4 - P l e x Me r i d i a n R d . , M e r i d i a n I D 8 3 6 4 2 A-131 05.16.16 Ky l e E n z l e r - M a d d y n H o m e s , L L C . Roof Plan ALB 1/4" = 1'-0" 1 Roof Roof Key Notes No. Note 1 PRE-FINISHED METAL RAIN GUTTER AND DOWNSPOUTS. PROVIDE SPLASH BLOCK @ GRADE LEVEL ON ALL DOWNSPOUTS 1" = 1'-0" 2 R1 NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 First Floor 100' - 0" 2 4 22 2 13 4 4 4 1 2 3 3 3 Second Floor 110' - 0" Roof 119' - 0" 3 321 5 5 First Floor 100' - 0" 3 2 4 22 3 13 4 2 4 4 2 1 23 1 2 1 3 3 3 Second Floor 110' - 0" Roof 119' - 0" 3 5 2 5 First Floor 100' - 0" 2 4 22 2 13 4 4 4 1 2 3 3 3 Second Floor 110' - 0" Roof 119' - 0" 3 33125 5 First Floor 100' - 0" 3 2 4 2 22 3 13 4 2 4 4 2 1 23 1 2 1 3 3 3 Second Floor 110' - 0" Roof 119' - 0" 3 5 5 A C D B 2 5 1 3 EXTERIOR FINISH LEGEND HARDIPLANK CEMENT B &B SIDING OUTERBANKS -VERTICAL BATTENS 2'-0" O.C. PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 TRIM: HARDI FASCIA 1x8 DOORS/WINDOWS 1x4 HARDIPLANK CEMENT VERTICAL SIDING - 4" PLANKS VERTICAL PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: SPECIAL GRAY COLOR NO: SW 6277 HARDIPLANK CEMENT LAP SIDING - OLIVE GROVE -6" LAP HORIZONTAL PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: ROOKWOOD CLAY COLOR NO: SW2823 THIS BUILDING USES THE SHERWIN WILLIAMS "RUSTIC REFINED" PALETTE. THE SECOND SWATCH UNDER EACH NUMBER IS THE TRUE COLOR. 4 30 YEAR ARCHITECTURAL ASPHALT SHINGLE ELEVATION GENERAL NOTES A. B. C. D. E. F. G. H. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. REFER TO FLOOR PLAN, WALL LEGEND, & CONSTRUCTION TY PE 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 ENGI NEERED 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. COORDI NATE WITH MECHANICAL DRAWINGS AS REQUIRED. ALL FINISH MATERIALS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 DRAWN BY 08.18.17 16156 Ma d d y n V i l l a g e 4 - P l e x Me r i d i a n R d . , M e r i d i a n I D 8 3 6 4 2 A-211 05.16.16 Ky l e E n z l e r - M a d d y n H o m e s , L L C . Exterior Elevations PMG 3/16" = 1'-0" 1 East 3/16" = 1'-0" 2 North 3/16" = 1'-0" 3 West 3/16" = 1'-0" 4 South ELEVATION KEYNOTE Note No Note Content A PRE-FINISHED METAL GUTTER & DOWNSPOUT PER ROOF PLAN. FINAL LOCATION & NUMBER OF DOWNSPOUTS TO BE DESIGN-BUILD BY THE CONTRACTOR. PROVIDE CONCRETE SPLASH BLOCK AT THE BASE. B ELECTRICAL METER, SEE ELECTRICAL DRAWINGS. C HOSE BIB, SEE PLUMBING PLANS. D CONDENSING UNIT, SEE MECHANICAL. NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 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 F O R P E R M I T DRAWN BY 16156 Maddyn Village 4-Plex Meridian Rd., Meridian ID 83642 A-901 05.16.16 Kyle Enzler - Maddyn Homes, LLC. Renderings PMG 1 En t r y A 2 En t r y B 3 Vi e w 3 NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17