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16156_PoolHouse_081817A-211 2 A-211 A-211 A-211 1 4 3 5' - 0" 30' - 0" 5' - 0" 10 ' - 0 " 2' - 0 " 3' - 0 " 1' - 9 " 3' - 0 " 2' - 3 " 8' - 4 " 3' - 8 " 166 SF OFFICE 101 26 SF STORAGE 105 21 SF STORAGE 102 14' - 0" 4' - 8" 6' - 0" 5' - 4" 6" 4' - 6" 7' - 0" 7' - 0" 16' - 0" 4' - 6" 6" 6" 9' - 6 " 1' - 0 " 10 ' - 6 " 6" 6" 9' - 9" 9' - 9" 9' - 9" 9' - 9" 6" 6" 9' - 6 " 1' - 0 " 6' - 4 " 4' - 2 " 6" W1 W1 W2 W2 W1 W2 W1 105A 10 1 A 101B 102A A 49 SF R.R. 103 42 SF CHANGING 104 10 5 B A-421 1 10 5 D 105E W2 W1 2X6 EXTERIOR WALL - EXTERIOR BOARD AND BATTEN SIDEING O/ TYVEK O/ 1/2" OSB o/ 2X6 o/ 5/8" GWB INTERIOR W2 2X4 INTERIOR WALL - 5/8" GWB o/ 2X4 o/ 5/8" GWB WALL LEGEND NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION U.N.O. 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 ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY).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. IBC 2009 502.1 -AREA, BUILDING. The area included within surrounding exterior walls (or exterior wall s and fire walls) exclusive of vent shafts and courts. First Floor 319 sf TOTAL 319 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 369 sf TOTAL 369 sf Gross Building Area: LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 P O O L H O U S E 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 2.13.2017 KY L E E N Z L E R FIRST FLOOR PLAN ALB 1/4" = 1'-0" 1 First Floor Plan - New NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 19' - 0" 4' - 0" 19' - 0" 10 ' - 0 " 4' - 0 " 10 ' - 0 " NOTE: SLOPE TO BE 9"/12" w/ 1' OVERHANG TYP. 2 1 1 2 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.) LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 P O O L H O U S E 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 2.13.2017 KY L E E N Z L E R ROOF PLAN Author 1/4" = 1'-0" 1 Second Floor Plan - New ROOF PLAN NOTES # Note 1 STANDING SEAM METAL ROOF 2 PRE-FINISHED METAL RAIN GUTTER AND DOWNSPOUTS. PROVIDE SPLASH BLOCK @ GRADE LEVEL ON ALL DOWNSPOUTS NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17 FINISH FLOOR 100' - 0" TOP PLATE 110' - 0" 1 2 1 FINISH FLOOR 100' - 0" TOP PLATE 110' - 0" 1 2 2 2 FINISH FLOOR 100' - 0" TOP PLATE 110' - 0" 1 1 2 2 FINISH FLOOR 100' - 0" TOP PLATE 110' - 0" 2 1 2 2 EXTERIOR FINISH LEGEND BOARD AND BATTEN -OUTERBANKS - VERTICAL BATTENS 2'-0" O.C. PAINT INFO: MFR: SHERWIN WILLIAMS COLOR NAME: HIGH REFLECTIVE WHITE COLOR NO: SW7757 1 STANDING SEAM METAL ROOF FINISH INFO: GALVALUME MFR: COLOR NAME: TUNDRA COLOR NO: SR .46 SRI 52 LICENSED ARCHITECT AR 984486 JAMES L. ESCOBAR STATE OF IDAHO CL I E N T : 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 P O O L H O U S E 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 2.13.2017 KY L E E N Z L E R EXTERIOR ELEVATIONS ALB 1/4" = 1'-0" 1 North 1/4" = 1'-0" 2 East 1/4" = 1'-0" 3 South 1/4" = 1'-0" 4 West NO. DESCRIPTION DATE 1 For CZC / DR 08.18.17