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Home My WebLink Aboutlot17blk7 6 0"O is Q 0 LL 6 0 y j m U J u y� _Q _V 3 t O rpQx GENERAL PROJEOT NOTES 'k1 Y1' So 66 a 0uLL ym o, N q0°00'00"W 82.26' ! a 5 � I . 14 7 H AVE . \ ,E . I. Any ambiguities discrepancies discovered by the use of these drawings shall Y Immediately. Anybe reporteddiscrepancies to the Architect. Failure to cooperate b notice t5 the - ------------------------------------------------------------------------------ g AI �A �I y 10, Architect prior to any construction relieves the Architect of all liability and responsibility w 5OZEMAN, MONTANA 5� I I5 for the GOn56rdeG65. Q 2. changes or deviations from the drawings made without the written consent of the Drainage Easement ;p O Architect are unauthorized and 5holl relieve the Architect Of all responsibility Par the r Q 206Aq' consequences. .. .. Q .. .. OWNED: E. All construction and construction methods to be In accordance with 2003 IBC,UPC, 416.42' O (IAPMO),IMG,16FG,2002 NEC,I11q3 MEG and applicable codes,governmental agencies, OAKWAY LLG and local design criteria. P ----------------_N_90'00'00"W g0.83 ! 10, ________________ rv^UTIL 4. All dimensions )given are to lace of Stud or Pace Of concrete(U.N.O . beneral y oe,rc wRe-- 1Q7 D w 1J 0 SA �UM V�ER. SUITE G Contractor to verifyprior to construction. DO NOT SCALE DRAWINGS.all dimensions SOZEMAN, MT 5'17I8 Any electrical,mechanical,or plumbing Information shown on this set of drawings 1.Strictly N schematic in nature and is intended to communicate the basic design intent only. It is the w re.pon5lbllity OF the beneral contract the of the UPC or to See that these systems are sized properly and n meet all requirements (IAPMO),IMG,I6FC,2002 NEC and Igq3 MEG codes. II LEG�iL DESCRIPTION: 5. beneral Contractor to verify all equipment rough-in dimensions and clearances with the O n manufactures prior to construction. common Area B �q b. The design,adequacy,and safety of erection bracing,shoring,temporary supports,etc. , p (a.....peranylanaecaping) .9 Rock MUICF Rock MUICF I/ IS the Sole responsibility of the beneral contractor and has not been con5ldered by the m Q) LOT 7, SLOGK 7 OF WALTON HOMESTEAD SW/4 Architect and Engineer. The beneral contractor is responsible for the stability of the 58,�4o s.f. SECTION 1, 725 R=JE G17Y OF SOZEMAN, structure prior to the completion OP all sheer walls,roOP and floor diaphragms,and finish materials. O 1i ck with GALLA71N GOUNTY, MONTANA General contractor to provide all pertinent permits prior to construction. K --.'ILL GUR6- GENERAL SITE PLAN NOTES ( Y e, O I. Location of project Is approximate.Owner will verify and approve final location m j with contractor and surveyor at the time of the project staking. ' - _O 2. Location of proposed driveway is approximate. Owner will verify and approve final location with contractor at the time of project staking. i o GENERAL OONOTRUOTION NOTES o o DUPLEX A I. Concrete foundation walls will extend a minimu of 5"above finish grade and will be '1 N m treated with damp proofing on the exterior face from finish grade level to the bottom u TOP OF WALL of footing(U.N.0). 1 A 18'-O" EL.4,4'10'-8" 2. Structural lumber exposed to weather will be pressure treated or of natural N -(stance to decay. Maintain minimum clearance between 5tructural lumber and sell as 1 '1 6, 7.7 defined by the International Building Cade and all Other applicable codes. l1 LL MOUNTED 5. Sill plate will consist of treated 2xb or 2x6 cedar and will bo installed over a; �w.�0 EL GTRIGAL METER TO. fiberglass sill sealer.(U.N.0) i/!�• B SCREENED W/ 4. Exterior and structural partitions will be 2xb® I6"o.c.and all other partitions will l u - PURPLE LEAF PLUM(SEE be 2x4's® 16"0-(U.N.0) WO t� ! L NDSGAPE PLAN) u 5. Exterior wall sheathing will continuo I"below the sill plate connection(U.N.O.) *AJ- b. Exterior framed walls will contain on infiltration barrier installed over the sheathing, q�_4�� 1'W 5 AG $? This barrier will be wrapped Inside window and door openings and secured. 1. Insulated walls,floors,and roOPs will contain a 6 mil polyethylene vapor retarder wherever unlaced batk insulation is being installed(U.N.O.). This barrier will be placed p <J inside the insulation. v FRONT _ RE14R o LL 8. Provide In5ulation as follows: qq 3 OB LIbHT Roofs over heated space: per 2005 IEGG(min.)N.N.O.) RO°k O^ Rwk w,lu,1, O S O Z__ 0 B KIGHLER Exterior walls: per 2003 MCC(min.)(U.N.0) Floors over unheated space: per 2005 IEGG(min.)(U.N.O.) O co• o3g q.Door and window frames will be sealed with spray applied urethane foam Insulation. 1, n - 10. Provide adequate blocking in wall for the attachment of all equipment,plumbing w UR fixtures,millwork,casework,etc. Y 11. Backer board for ceramic the will be 1/2"fiberglass reinforced comentitous board O Z, (U.N.OJ. 12. Provide ice and water shield 36"wide at all roof valleys and at overhangs from SO w LL MOUNTED � glliE 8 the Bova edge to 24"Inside the exterior wall. Provide SO#Pelt(min.)over balance of Q• c ?5,545 s.f. EL GTRIGAL METER TO O B ° roof area. B SCREENED V1/ ' o 13. Provide attic space ventilation as required by applicable codes. Coordinate type '1 PU PLE LEAF PLUM(SEE and location of vents with beneral contractor prior to construction. LA NDSGAPE PLAN) Ea o 14. Provide access doors to all attic spaces greater than Sol,in height. Refer to y y® Floor PIanS for aGG655 IOGatlOn5. Q it C J 15. Provide tempered glass at hazardous locations Including French glass door.and I I f a any other locations as defined by the Internatlonal Building Code and all other applicable codos. `1 0 DUPLEX 16. All stairs comply with IBC standards and requirements. B g023 OB Lid HT � ml ion BY KIGHLER(r, P.) I I I Rork M"ion � � r 11 ry ock MUICF !L R l 11 Y Y 11 y V G f_Gf Y 115.001 SHEET DESCRIPTION AI.I SITE PLAN,GENERAL NOTES 14 .Ib• •• •• Lq DUPLEX A G4.0 VVIL SITE PLAN 51.1 FOUNDATION PLAN Q A2.1 MAIN FLOOR PLAN 51.2 FOUNDATION DETAILS j 11.64' 13.36' 4 A2.2 UPPER FLOOR PLAN 52.1 MAIN WL.FLOOR FRAMING PLAN oz0 Q� A3.1 EXTERIOR ELEVATIONS 52.2 MAIN LVL.WALL FRAMING PLAN A3.2 EXTERIOR ELEVATIONS 52.3 ROOF FRAMING PLAN Q A4.1 BUILDING SECTIONS 52.4 FRAMING DETAILS z w A4.2 BUILDING SECTIONS �► 'Am A4.3 WALL SECTIONS A5.1 WINDOW s DOOR SCHEDULES d\ro PLAN ��w �p\ �\uy A5.2 WINDOW d DOOR DETAILS ]� S T E ll L �1� �`7 d�Il e Il S C A L E: 1" = 20' NORTH / l- 1 DUPLEX/A WV