210013A_Meadow Lake Pavilion_FULL SETCODE ANALYSISBEARING VALUESDRAWING INDEX············C.O SITE PLAN A.1FLOOR PLANA.2 EXTERIOR ELEVATIONS, SECTION & DETAILSA.3SPECS & FINISHESS.1 ENGINEERING PLANSPROJECT SCOPESITEPLANC.0210013A04/09/21PART OF T.3N, R.1E SECTION 16, MEADOW LAKE PAVILION
4037 E CLOCKTOWER LN, MERIDIAN, IDAHO, ADA COUNTY
SHEETSHEET TITLECONSTRUCTION SET
PROJECTDATEDRAWNAFNCHECKEDLCLGENERAL CONTRACTOR: CHARTER CONTRACTOR SERVICES, LLC.
8150 WATERLILY AVE. NAMPA, IDAHO 83687 - (208) 860 0118 RCE-31461 REVISIONSC COPYRIGHT 1999-2019 LCLTHESE ARCHITECTURAL DRAWINGS AREPROPRIETARY AND REPRESENT A DESIGNINTENT, CONCEPT AND SPECIFICCONSTRUCTION INFORMATION. THESEDOCUMENT AND ALL ASSOCIATED DRAWINGSARE PREPARED FOR A SPECIFIC SITE ANDEVENT, AND INCORPORATE CALCULATIONSAND MEASUREMENTS AVAILABLE FROM THECLIENT AT THE TIME OF DEVELOPING THEM.THE CONTENTS OF THESE DOCUMENTSCANNOT BE REPRODUCED, COPIED,DIVULGED, OR DISTRIBUTED, IN WHOLE ORPART, EXCEPT AS REQUIRED FOR THESPECIFIC EVENT NAMED, WITHOUT WRITTENPERMISSION OF EVERGREEN ARCHITECTURE,PLLC (THE ARCHITECT). USE OF THIS DESIGNIS GRANTED TO THE CLIENT FOR THESPECIFIED AND NAMED EVENT ONLY.AR-2153
11200 W. HERCULES DR. #103 -STAR, IDAHO 83669
208.375.4600 (o) 208.375.4030 (f)
www.EverGreenIdaho.com 04/09/21I.GENERAL1.ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ADDITION OF THE 2018 INTERNATIONAL RESIDENTIAL BUILDING CODE (I.R.C.) AND ANY APPLICABLE STATE, COUNTY, OR LOCAL REGULATIONS.2.THE SUB-CONTRACTORS ARE RESPONSIBLE TO CHECK THE PLANS ANDSITE CONDITIONS AND TO NOTIFY THE DESIGNER OF ANY CONFLICTSPRIOR TO THE START OF CONSTRUCTION.3.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.4.ALL FINISHES TO BE APPROVED BY OWNER AND/OR DESIGNER.II.SITE WORK1.YARD TO SLOPE AWAY FROM THE HOUSE FOUNDATION - PER IRC SEC.R202.1. "GRADE" TO BE PREPARED FOR SOD AND SPRINKLER INSTALLATION AND APPLICATION. LANDSCAPED FULL YARD & FULL SPRINKLER BY CONTRACTOR. 2.ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" (MI.)GRAVEL OR CRUSHED STONE COMPACTED TO 95%.3.CONCRETE SLABS TO BE 4", 2500 P.S.I. MIN. OR AS NOTED AT 28 DAYSWITH SAW CUT EXPANSION JOINTS AT 10'-0" O.C. (MAX.) EA. WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS.4.FINISH GRADES ARE TO BE AT LEAST 4" BELOW TOP OF FOUNDATIONPER IRC SECTION R404.1.6. ALL GRADES TO SLOPE AWAY FROM BUILDING FOR DRAINAGE.5.ALL WORK TO CONFORM TO PLANS AND SPECIFICATIONS AS SHOWN INTHE 'CONSTRUCTION SET' OF DOCUMENTS.III. FOUNDATIONS1.ALL CONCRETE TO HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 P.S.I.MINIMUM AFTER 28 DAYS WITH A MIN. OF 5 SACKS OF CEMENT PERYARD AND A MAX. SLUMP OF 4".2.BACKFILL ON 30" FOUNDATION SHALL BE DONE IN '2' LIFTS WITH COMPACTION OCCURING AT EACH LIFT BY MECHANICAL COMPRESSIONTO GREATER THAN 90% COMPACTION.3.PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS.4.LAP ALL CONTINUOUS BARS 40 X DIA. (MIN.)5.PROVIDE MIN. 18" X 24" CLEARANCE FOR ALL ACCESS OPENINGS INCRAWL SPACE PER IRC SECTION R408.4 4.6.COVER ENTIRE CRAWLSPACE WITH VAPOR RETARDER w/ MAX PERMEANCE RATING OF 1.0 PERM PER IRC SECTION 408.37.PROVIDE A MIN. OF 1 S.F. OF VENTILATION AREA FOR EACH 150 S.F. OFCRAWLSPACE AREA. WITHIN 3' OF EACH CORNER & MEET THE CRITERIAOF IRC SECTION R408.1 (IF APPLICABLE) OR AS SHOWN ANS1 FOR CONDITION CRAWL. 8.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURED TREATED,REDWOOD, OR PROTECTED WITH 55# FELT PER IRC SECTION R317.19.MUDSILLS TO BE 2X4 OR 2X6 PRESSURE TREATED WOOD (MINIMUM) ORREDWOOD WITH 1/2"Ø x 10" EXTENDING 7" INTO STEMWALL, (4) ANCHORBOLTS AT 6'-0" O.C. @ MAIN FLOOR PER IRC SECTION R403.1.610.WATERPROOF FOUNDATION / BASEMENT WALLS BEFORE BACKFILLING.PROVIDE A PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTINGWHEN REQUIRED PER IRC SECTION R406.111.FINISHED GRADE OF UNDER FLOOR MAYBE LOCATED AT BOTTOM OFFOOTINGS PER IRC SECTION R408.6IV. CARPENTRY1. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A.POSTS, BEAMS, HEADERS NO. 2 & BETTER OR ENGINEEREDMATERIALS JOISTS AND RAFTERS B.PLATES, BLOCKING AND NO. 3 & BETTER OR UTILITY BRIDGING, ETC. GRADEC. STUDS NO. 3 STUD GRADE STANDARDOR BETTER D.PLYWOOD WALL SHEATHING3/8" CDX PLYWOOD STRUCTURALSHEATHING PANEL w/ 24/0 SPANRATING E.PLYWOOD ROOF SHEATHING 7/16" WOOD STRUCTURAL PANELSHEATHING w/ 24/16 SPAN RATING F. PLYWOOD FLOORING 3/4" OR BETTER ENGINEEREDFLOOR SHEATHING MAX SPANPER IRC TABLE R503.2.1.1(1)2.UNLESS OTHERWISE NOTED ON PLANS ALL EXTERIOR WINDOW ANDDOOR HEADERS ARE TO BE SIZED PER IRC TABLE R602.7(1), R602.7(2) &R602.7(3) FOR INTERIOR BEARING WALLS, INCLUDING NUMBER OF JACKSTUDS.3.DESIGN LOADS: LIVE LOADS ROOF 25 P.S.F FLOOR 40 P.S.F GARAGE FLOOR 50 P.S.F. DECK/BALCONY 60 P.S.F.4.NAILING SCHEDULE AS PER IRC R602.3(1)(2)(3). TYPICAL PLYWOOD NAILING WITH 6d NAILS @ 6" O.C. AT EDGES; 12" O.C. IN FIELD FOR WALLS AND SUBFLOOR AND 8d NAILS @ 6" O.C.; 12" O.C. IN FIELD FORROOF.V. INSULATION - PER 2015 IECC TABLE 402.1.21.EXCEPT WHERE NOTED ON PLANS PROVIDE A MINIMUM INSULATION OF: EXTERIOR WALLS - 21INTERIOR WALLS - 13FLAT CEILINGS - 49VAULTED CEILINGS - 49FLOORS - 30FOUNDATIONS - 102.ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESSTHAN 25 AND A SMOKE DENSITY OF LESS THAN 450 PER IBC R302.103.PROVIDE A TOTAL OF 1/150 OF ATTIC AREA VENTILATION WITH 50% ATTHE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. PER IRC R806.2 GLAZING U-FACTOR.4.ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW-E WITH A MAXIMUM OF .405.ALL EXTERIOR OPAQUE DOORS TO BE SOLID CORE WITH WEATHERSTRIPPING w/ A MAXIMUM U-FACTOR OF .35 PER IECC R402.3 & R402.3.4VI. MISCELLANEOUS1.ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARETO BE TEMPERED.2.ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING.3.PROVIDE 1/2" MOISTURE PROOF GYPSUM BOARD OR WATERPROOFINGAROUND TUB AND SHOWER4.BATHROOMS, UTILITY ROOMS AND TOILET ROOMS ARE TO BE VENTEDWITH A 90 C.F.M. FAN EXHAUSTED TO THE OUTSIDE.5.ANY LIGHTING SHOWN IS FOR CONSTRUCTION COORDINATION ONLY.ELECTRICAL SWITCHES AND OUTLETS ARE TO BE INSTALLED AS PERLOCAL CODES AND OWNER REQUIREMENTS.6.CABINETS AND CLOSETS AND BUILT-INS ELEVATIONS ARE SHOWN ONTHE PLANS,7.FINISH FLOOR ELEVATION IS ASSUMED TO BE 100'-0".2 GENERAL CONDITIONSREFERENCE FOR ALL DRAWINGSNLEGAL DESCRIPTION:A PORTION OF PARCEL NO. S1116121250, LOCATED IN T.3N,R.1E, SECTION 16, CITY OF MERIDIAN, ADA COUNTY IDAHO,2015.N1 VICINITY MAPNOT TO SCALEPROJECT SITE:POND'S EDGE @MEADOW LAKEPARCEL NO. S1116121250SITE AREA: 50.949 ACREFIRST FLOOR: 376 SF TOTAL INTERIOR: 376 SFFISHING DECK: 80 SFS. TOUCHMARK WAYS. WORTH WAY E. PUTTER DRE. CLOCKTOWER DRS. ARBOR LNS. WERNER LNS. CATHERINE LN S. NISTLER LN3 SITE PLAN 1/32" = 1'-0"4/6/2021 3:05:42 PM
FLOOR PLAN NOTESGENERAL NOTESCOVERED PAVILIONVAULTED CLG/HDWDFISHING DECKHDWD1FLOORPLANA.1210013A04/09/21PART OF T.3N, R.1E SECTION 16, MEADOW LAKE PAVILION
4037 E CLOCKTOWER LN, MERIDIAN, IDAHO, ADA COUNTY
SHEETSHEET TITLECONSTRUCTION SET
PROJECTDATEDRAWNAFNCHECKEDLCLGENERAL CONTRACTOR: CHARTER CONTRACTOR SERVICES, LLC.
8150 WATERLILY AVE. NAMPA, IDAHO 83687 - (208) 860 0118 RCE-31461 REVISIONSC COPYRIGHT 1999-2019 LCLTHESE ARCHITECTURAL DRAWINGS AREPROPRIETARY AND REPRESENT A DESIGNINTENT, CONCEPT AND SPECIFICCONSTRUCTION INFORMATION. THESEDOCUMENT AND ALL ASSOCIATED DRAWINGSARE PREPARED FOR A SPECIFIC SITE ANDEVENT, AND INCORPORATE CALCULATIONSAND MEASUREMENTS AVAILABLE FROM THECLIENT AT THE TIME OF DEVELOPING THEM.THE CONTENTS OF THESE DOCUMENTSCANNOT BE REPRODUCED, COPIED,DIVULGED, OR DISTRIBUTED, IN WHOLE ORPART, EXCEPT AS REQUIRED FOR THESPECIFIC EVENT NAMED, WITHOUT WRITTENPERMISSION OF EVERGREEN ARCHITECTURE,PLLC (THE ARCHITECT). USE OF THIS DESIGNIS GRANTED TO THE CLIENT FOR THESPECIFIED AND NAMED EVENT ONLY.AR-2153
11200 W. HERCULES DR. #103 -STAR, IDAHO 83669
208.375.4600 (o) 208.375.4030 (f)
www.EverGreenIdaho.com 04/09/21FIRST FLOOR: 376 SF TOTAL INTERIOR: 376 SFFISHING DECK: 80 SFASPHALT AREA: 308 SF1 FIRST FLOOR PLAN1/4" = 1'-0"4/9/2021 3:41:53 PM
2.5 / 12
2.5 / 12
A.2
210013A 04/09/21PART OF T.3N, R.1E SECTION 16, MEADOW LAKE PAVILION4037 E CLOCKTOWER LN, MERIDIAN, IDAHO, ADA COUNTYSHEET
SHEET TITLE
CONSTRUCTION SETPROJECT DATE
DRAWN
AFN
CHECKED
LCLGENERAL CONTRACTOR: CHARTER CONTRACTOR SERVICES, LLC.8150 WATERLILY AVE. NAMPA, IDAHO 83687 - (208) 860 0118 RCE-31461REVISIONS
C COPYRIGHT 1999-2019 LCL
THESE ARCHITECTURAL DRAWINGS ARE
PROPRIETARY AND REPRESENT A DESIGN
INTENT, CONCEPT AND SPECIFIC
CONSTRUCTION INFORMATION. THESE
DOCUMENT AND ALL ASSOCIATED DRAWINGS
ARE PREPARED FOR A SPECIFIC SITE AND
EVENT, AND INCORPORATE CALCULATIONS
AND MEASUREMENTS AVAILABLE FROM THE
CLIENT AT THE TIME OF DEVELOPING THEM.
THE CONTENTS OF THESE DOCUMENTS
CANNOT BE REPRODUCED, COPIED,
DIVULGED, OR DISTRIBUTED, IN WHOLE OR
PART, EXCEPT AS REQUIRED FOR THE
SPECIFIC EVENT NAMED, WITHOUT WRITTEN
PERMISSION OF EVERGREEN ARCHITECTURE,
PLLC (THE ARCHITECT). USE OF THIS DESIGN
IS GRANTED TO THE CLIENT FOR THE
SPECIFIED AND NAMED EVENT ONLY.AR-215311200 W. HERCULES DR. #103 -STAR, IDAHO 83669208.375.4600 (o) 208.375.4030 (f)www.EverGreenIdaho.com04/09/21
1 BUILDING SECTION
1/4" = 1'-0"2 EAST ELEVATION
1/4" = 1'-0"
4 WEST ELEVATION
1/4" = 1'-0"3 NORTH ELEVATION
1/4" = 1'-0"5 SOUTH ELEVATION
1/4" = 1'-0"
6 GRADE BEAM
1" = 1'-0"9 POST FOOTING
1" = 1'-0"8 TYP. FOOTING
1" = 1'-0"7 POST FOOTING - (MID SPAN
1" = 1'-0"
ELEVATIONS,
SECTION &
DETAILS
4/9/2021 4:54:49 PM
SPECS &FINISHESA.3210013A04/09/21PART OF T.3N, R.1E SECTION 16, MEADOW LAKE PAVILION
4037 E CLOCKTOWER LN, MERIDIAN, IDAHO, ADA COUNTY
SHEETSHEET TITLECONSTRUCTION SET
PROJECTDATEDRAWNAFNCHECKEDLCLGENERAL CONTRACTOR: CHARTER CONTRACTOR SERVICES, LLC.
8150 WATERLILY AVE. NAMPA, IDAHO 83687 - (208) 860 0118 RCE-31461 REVISIONSC COPYRIGHT 1999-2019 LCLTHESE ARCHITECTURAL DRAWINGS AREPROPRIETARY AND REPRESENT A DESIGNINTENT, CONCEPT AND SPECIFICCONSTRUCTION INFORMATION. THESEDOCUMENT AND ALL ASSOCIATED DRAWINGSARE PREPARED FOR A SPECIFIC SITE ANDEVENT, AND INCORPORATE CALCULATIONSAND MEASUREMENTS AVAILABLE FROM THECLIENT AT THE TIME OF DEVELOPING THEM.THE CONTENTS OF THESE DOCUMENTSCANNOT BE REPRODUCED, COPIED,DIVULGED, OR DISTRIBUTED, IN WHOLE ORPART, EXCEPT AS REQUIRED FOR THESPECIFIC EVENT NAMED, WITHOUT WRITTENPERMISSION OF EVERGREEN ARCHITECTURE,PLLC (THE ARCHITECT). USE OF THIS DESIGNIS GRANTED TO THE CLIENT FOR THESPECIFIED AND NAMED EVENT ONLY.AR-2153
11200 W. HERCULES DR. #103 -STAR, IDAHO 83669
208.375.4600 (o) 208.375.4030 (f)
www.EverGreenIdaho.com 04/09/21·····················SPECIFICATIONS4/7/2021 1:59:10 PM
FOUNDATION NOTES:FOUNDATION - KEY NOTESLEGEND LEGENDNOTES16" BEAM16" BEAM45GENERAL NOTESELECTRICAL LEGENDENGINEERINGPLANSS.1210013A04/09/21PART OF T.3N, R.1E SECTION 16, MEADOW LAKE PAVILION
4037 E CLOCKTOWER LN, MERIDIAN, IDAHO, ADA COUNTY
SHEETSHEET TITLECONSTRUCTION SET
PROJECTDATEDRAWNAFNCHECKEDLCLGENERAL CONTRACTOR: CHARTER CONTRACTOR SERVICES, LLC.
8150 WATERLILY AVE. NAMPA, IDAHO 83687 - (208) 860 0118 RCE-31461 REVISIONSC COPYRIGHT 1999-2019 LCLTHESE ARCHITECTURAL DRAWINGS AREPROPRIETARY AND REPRESENT A DESIGNINTENT, CONCEPT AND SPECIFICCONSTRUCTION INFORMATION. THESEDOCUMENT AND ALL ASSOCIATED DRAWINGSARE PREPARED FOR A SPECIFIC SITE ANDEVENT, AND INCORPORATE CALCULATIONSAND MEASUREMENTS AVAILABLE FROM THECLIENT AT THE TIME OF DEVELOPING THEM.THE CONTENTS OF THESE DOCUMENTSCANNOT BE REPRODUCED, COPIED,DIVULGED, OR DISTRIBUTED, IN WHOLE ORPART, EXCEPT AS REQUIRED FOR THESPECIFIC EVENT NAMED, WITHOUT WRITTENPERMISSION OF EVERGREEN ARCHITECTURE,PLLC (THE ARCHITECT). USE OF THIS DESIGNIS GRANTED TO THE CLIENT FOR THESPECIFIED AND NAMED EVENT ONLY.AR-2153
11200 W. HERCULES DR. #103 -STAR, IDAHO 83669
208.375.4600 (o) 208.375.4030 (f)
www.EverGreenIdaho.com 04/09/211 FOUNDATION PLAN 1/4" = 1'-0"2 ROOF FRAMING PLAN 1/4" = 1'-0"3 ELECTRICAL PLAN 1/4" = 1'-0"ROOF SLOPE(2.5 / 12)SEE ELEVATIONS4 ROOF CONNECTION RIDGE EDGE 1 1/2" = 1'-0"5 ROOF CONNECTION DRIP EDGE1 1/2" = 1'-0"4/9/2021 4:55:43 PM