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HomeMy WebLinkAboutPLANS - 17-00105 - 675 Canyon Springs - SFRGENERAL CONSTRUCTION NOTES: 1) The contractor is to review & verify these drawings in their entirety before attempting to build. Any & all discrepancies are to be reported to Weak Design prior to beginning construction. Any errors due to not reviewing the plans will be the contractor's responsibility. 2) If a Structural Engineer is not Contracted by or at the owners request to size all structural portions of this building then the Owner & or Builder will be responsible for all structural designs. By building or starting to build this building without the proper Engineering the owner & or builder are in agreement to accept all responsibility & liability for this building. 3) All building methods by the Owner, Builder, Contractors, or Subcontractors or any other persons or entities employed or contracted to work on the building are to comply with the local building codes in there entirety & with no exceptions. If there are no local building codes then all participating parties are to comply with the States building codes or the current UBC or ICBO building codes. 4) All specifications in the drawings indicate the building in the finished state. The parties building all or part of the building are responsible for sound , current, & safe building practices, & on site safety. Including temporary support for partial walls, roofs, decks , etc. The parties building all or part of the building shall not overload any portion of the home and shall have no loads that exceed the maximum indicated by the engineer (if applicable to this building) for any duration of time, temporary or permanent. 5) The owner/ contractor shall verify all materials and existing conditions at the job site, and fully coordinate all dimensions and conditions of details with other disciplines before attempting to build. 6) Any and all variances due to the builder, owner, or any other party without written consent in the design stage or afterwards will void all liabilities from the Engineers, designers, & other parties involved in the design stages of the building. The owner & or builder agree to hold harmless all parties involved in the design stage from any claims resulting from variances. 7) In the event of a conflict between pertinent codes and regulations and referenced standards on these plans, the more stringent provisions will govern. 8) Any design loads shown are assumed loads. The owner and contractor are responsible for checking the actual soil and snow load requirements. The owner & contractor are also responsible for obtaining a soils report if necessary. GENERAL BUILDING NOTES 1) The foundation is to be as per local code w/ footings placed as per local codes w/ frost line depths being met. Due to great variance in grade from building site to building site. it may be necessary to step the foundation to meet code. 2) The soil conditions & any required testing are the responsibility of the owner & or builder. If unique conditions are found then it is the responsibility of the parties finding the conditions to report them to the proper engineers for adequate modifications for the foundation. 3) Final finished grade is to be at least 6" from the top of the foundation with a recommended 12" to 18". If local codes require something different then that code is to be followed. Finished grade is to provide sufficient drainage away from the building with slope, French drains or other as permitted by local codes. Sufficient drainage varies from area to area due to weather conditions so it is the responsibility of the owner & or builder to provide such drainage specifications or to acquire specifications from the local authorities. 4) Foundation reinforcement & mechanical connections shall comply with local Seismic & Building code. GRADING & DRAINAGE: 1) It is the responsibility of the building parties to verify grade and to build accordingly. Any req'd steps in the foundation are the responsibility of the building parties. It is the building parties responsibility to keep the work area safe while digging, scraping, backfilling and in all other aspects of the building project and practices. 2)It is the responsibility of the building parties to supply adequate drainage grade & or drainage systems in the lot surrounding the building & in the foundation as req'd by local codes & as needed for local conditions. Use gravel as requested by owner for extra drainage. 3) Finished grade is to provide sufficient slope for drainage away from the building in all seasons & as req'd by local code. ALL EXTERIOR WALL OPENINGS TO HAVE AHEADER OF: TWO (2) 2x10's U.N.O. >a PLANS: CONCRETE: `m Jan 1) Great care and proficiency has been put into 1) All steel or other reinforcing in the concrete is producing accurate plans. Any discrepancies in to be to local Building Codes. The Building parties �s the plans shall be brought to the attention of are responsible to ensure that all building uare Footage 3Peak Design before attempting to build. methods & practices are upheld. LEVEL SF However due to the impossibility of being on the p Baaemeac Garage t,s t 85FMain site of construction, providing close supervision, 2) All reinforcing is to be of accepted methods & t,so: giving personal consultations, having control over materials before beginning. Such as "re bar" that the actual construction, & due to the great is grade 30 for #3 bar & grade 60 for #4 bar & LEVEIL LIVABLE F variation of building materials, methods, bigger. Bar is to not be bent in the field unless it is Basement practices, regulations, local codes, local building the standard sizes of #4, #5, &#6 bars. All bar is Garage 82( conditions, & weather conditions, 313eak Design to be bent cold and shall not be welded. Maio t.s2: assumes NO liability or responsibility for any 3) Weld wire mesh may be used in the floors as damages due to poor building methods, practices, accepted by local codes, and only those meshes errors or omissions, the failure to meet any &all that are approved for such use. codes, and the failure of the builder to verify plans before attempting to build. If the owner & or 4) Lap joint lengths are to be as follows. #3 bar builder chooses to not have these plans reviewed 18" minimum or as per code. by a structural engineer then the party making the #4 bar 24" minimum or as per local code. #5 bar decision is responsible for all structural & other 32" minimum or as per local code. #6 bar 40" related areas of the building. minimum or as per local code. Weld wire mesh OLL m shall overlap 24" minimum, & (1) grid width plus Z (b 2) The plans should be reviewed thoroughly & an 2" minimum. All reinforcement is to be accurately (7 understanding of the plans & accepted building placed & supported as per code during pouring of Z °c practices & codes should be reached before the concrete. a attempting to build. E 5) Reinforcing in all footings & walls shall be m i- 3) All written dimensions shall take precedence continuous around corners or have corner bar over scaled dimensions. Scaling off of the plans is provided. not recommended and may lead to error in the Qj .q .8 final structure. The builder is to verify plans before 6) Use vapor barriers below slabs as per local o 11 attempting to build. While every attempt has been code. so1 made to provide accurate plans 3Peak Design will y.a91, not guarantee against errors. The builder is to verify plans before attempting to build. THESE PLANS WERE PREPARED BYA DESIGNER WHO IS NOT AN ENGINEER AND EXPRESSLY v DISCLAIMS ANY LIABILITY FOR ERRORS OR OMMISIONS OF ANY KIND WHICH MAY EXIST HEREIN. THE USER OF THESE ASSUMES ALL LIABILITY FOR ACCURACY, INCLUDING VERIFICATION OF ALL DIMENSIONS, COMPLIANCE WITH ANY AND ALL GOVERNING CODES, AND COVENANTS HAVING JURISDICTION OVER THE SITE OF CONSTRUCTION AND DETERMINING ANY MODIFICATIONS c m; NECESSARY TO MEET ACTUAL SITE CONDITIONS. THE SELECTION OF CORRECT STRUCTURAL C C MATERIALS AND THE APPLICATION OF ARCHITECTURAL PRINCIPLES IS A PRECISE ART, THE O 81 RESPONSIBILITY FOR WHICH RESTS WITH THE BUILDER, THE OWNER, AND/OR THE USER OF THESE PLANS. Y THESE PLANS ARE TO BE USED ONLY FOR THE PEOPLE AND PLACE STATED. - THESE PLANS MAY NOT BE USED WITHOUT WRITTEN PERMISSION FROM 3PEAK DESIGN. V - rn - �i THE OWNER / BUILDER ARE RESPONSIBLE FOR AQUIRING AN ENGINEER TO SIZE LL STRUCTURAL MEMBERS. IF ENGINEERING IS NOT DONE THEN THE OWNER / BUILDER IS LIABLE FOR THE STRUCTURAL MEMBERS. U w O 0 of a ALL EXTERIOR WALL OPENINGS TO HAVE AHEADER OF: TWO (2) 2x10's U.N.O. �If 3/10/2017 ALL EXTERIOR WALL OPENINGS 11 3/lurzul/ TO HAVE A HEADER OF: ^vou A-101 TWO (2) 2x10's U.N.O. PACE: °F: 2 8 ALL EXTERIOR WALL OPENINGS TO HAVE A HEADER OF: TWO (2) 2x10's U.N.O. H �w o >gx `m A w 5 zz 6wo �i 0 N3 DOOR & WINDOW SCHEDULE Type ID W x H Size Qty NAME Window C 3'x1' 1 SLIDER Window D 3'x3' 1 SLIDER Window 3'x3' 1 TEMPERED SLIDER Window F 3'x5' 3 FIXED Window G 4'x3' 1 SLIDER Window H 4'x4' 6 SLIDER Window J 5'x4' 1 SLIDER Door 2 1'-9h6'-8" 1 INTERIOR Door 3 2'x6'-8" 1 INTERIOR Door 4 2'-6"x6'-8" 13 INTERIOR Door 15 2'-8"x6'-8" 2 INTERIOR Door 6 3'x6'-8" 2 EXTERIOR Door 7 3'z8'-8" 1 INTERIOR Door 8 3'x6'-8" 1 INTERIOR DBL Door 19 3'-6'k6'-8" 1 INTERIOR DBL Door 110 4'x6'-8" 1 INTERIOR DBL Door Ill 6'x6'-8' 1 SLIDER Door 112 5'x6'-8" 1 INTERIOR DBL ALL EXTERIOR WALL OPENINGS TO HAVE A HEADER OF: TWO (2) 2x10's U.N.O. 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