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HomeMy WebLinkAboutPLANS - 17-00600 - 655 Canyon Springs Dr - New SFR8) Any design loads shown are assumed loads. 12� The owner and contractor are responsible for PIPN DATE : a checking the actual soil and snow load 8/9/2017 requirements. The owner & contractor are also Pio. DATE: responsible for obtaining a soils report if rD 8/9/2017 necessary. ALL EXTERIOR WALL OPENINGS TO D I 1 1 HAVE (2) 2x10's FORA HEADER U.N.O. are not to be copied or adjusted without within consent India 3Peak Design. GENERAL CONSTRUCTION GENERAL BUILDING NOTES: PLANS: CONCRETE: o Nap NOTES: ` wan w 1) The foundation is to be as per local code w/ 1) Great care and proficiency has been put into 1) All steel or other reinforcing in the concrete is N y 3 1) The contractor is to review &verify these footings placed as per local codes w/ frost line producing accurate plans. Any discrepancies in to be to local Building Codes. The Building parties o drawings in their entirety before attempting to depths being met. Due to great variance in grade the plans shall be brought to the attention of are responsible to ensure that all building s _ quare Footage build. An & all discrepancies are to be reported Y p P from building site to building site. it may be 3Peak Design before attempting to build. methods &practices are upheld. LEVEL $F easement to 3Peak Design prior to beginning construction. necessaryto step the foundation to meet code. P However due to the impossibility of being on the 1,832 Garege 1,806886 Any errors due to not reviewing the plans will be site of construction, providing close supervision, 2) All reinforcing is to be of accepted methods & "re them 1, the contractor's responsibility. 2) The soil conditions & red testing are any required giving personal consultations, having control over materials before beginning. Such as bar" that the responsibility of the owner & or builder. If the actual construction, & due to the great is grade 30 for #3 bar & grade 60 for #4 bar & 2) If a Structural Engineer is not Contracted by or unique conditions are found then it is the responsibility of the parties finding the conditions variation of building materials, methods, bigger. Bar is to not be bent in the field unless it is the standard sizes of #4, #5, &#6 bars. All bar is at the owners request to size all structural to report them to the proper engineers for practices, regulations, local codes, local building conditions, &weather conditions, 3Peak Design to be bent cold and shall not be welded. portions of this building then the Owner & or P 9 adequate modifications for the foundation. assumes NO liability or responsibility for any Builder will be responsible for all structural damages due to poor building methods, practices, 3) Weld wire mesh may be used in the Floors as designs. By building or starting to build this 3) Final finished grade is to be at least 6" from the errors or omissions, the failure to met any &all a e accepted by local codes, and only those meshes building without the proper Engineering the owner top of the foundation with a recommended 12" to a verify plans codes, and the failure of the builder if that are approved for such use. & or builder are in agreement to accept all 18". If local codes require something different before attempting to build. the owner &. or responsibility & liability for this building. then that code is to be followed. Finished grade is s to not have thes builder chooses reviewed e se p 4) Lap joint lengths are to be as follows. #3 bar to provide sufficient drainage away from the 18" minimum or as per code. w O 3) All building methods by the Owner, Builder, building with slope, French drains or other as by a structural engineer then the party making the #4 bar 24" minimum or as per local code. #5 bar Contractors, or Subcontractors or any other permitted by local codes. Sufficient drainage decision is responsible for all structural & other 32" minimum or as per local code. #6 bar 40" p persons or entities employed or contracted to varies from area to area due to weather related areas of the building. minimum or as per local code. Weld wire mesh P 0 work on the building are to comply with the local conditions so it is the responsibility of the owner & 2) The plans should be reviewed thoroughly & an shall overlap 24" minimum, & (1) grid width plusor codes in there entirely &with no builder to rovide such drains e s ecifications P 9 P 2" minimum. All reinforcement is to be accurate)building Yexceptions. If there are no local building codes or to acquire specifications from the local understanding of the plans & accepted building placed & supported as per code during pouring ofauthorities. IL all participating parties are to comply with the practices & codes should be reached before attempting to build. the concrete.then States building codes or the current UBC or ICBO building codes. 4) Foundation reinforcement & mechanical 5) Reinforcing in all footings &walls shall be connections shall comply with local Seismic & 3) All written dimensions shall take precedence continuous around corners or have corner bar 4) All specifications in the drawings indicate the building in finished Building code. over scaled dimensions. Scaling off of the plans is not recommended and may lead to error in the provided. •ti a, h % „ the state. The parties buildingv final structure. The builder is to verify plans before 6) Use vapor barriers below slabs as per local � 8 all or part of the building are responsible for & buildin & attempting to build. While every attempt has been code. sound , current, safe g practices, GRADING & DRAINAGE: made to provide accurate plans 3Peak Design will v e site safety. Including temporary support for partial not guarantee against errors. The builder is to a walls, roofs, decks, etc. The parties building all or part of the building shall not overload any portion 1) It is the responsibility of the building parties to verify grade and to build accordingly. Any req'd verify plans before attempting to build. M p r •' of the home and shall have no loads that exceed the maximum indicated by the engineer (if steps in the foundation are the responsibility of � • applicable to this building) for any duration of the building parties. It is the building parties time, temporary or permanent, responsibility to keep the work area safe while digging, scraping, backfilling and in all other 5) The owner / contractor shall verify all materials aspects of the building project and practices. THESE PLANS WERE PREPARED BY A DESIGNER WHO IS NOT AN ENGINEER AND EXPRESSLY and existing conditions at the job site, and fully DISCLAIMS ANY LIABILITY FOR ERRORS OR OMMISIONS OF ANY KIND WHICH MAY EXIST HEREIN. coordinate all dimensions and conditions of 2)lt is the responsibility of the building parties to THE USER OF THESE ASSUMES ALL LIABILITY FOR ACCURACY, INCLUDING VERIFICATION OF ALL details with other disciplines before attempting to supply adequate drainage grade & or drainage DIMENSIONS, COMPLIANCE WITH ANY AND ALL GOVERNING CODES, AND COVENANTS HAVING O build. systems in the lot surrounding the building & in JURISDICTION OVER THE SITE OF CONSTRUCTION AND DETERMINING ANY MODIFICATIONS the foundation as reci d by local codes & as needed for local conditions. Use gravel as NECESSARY TO MEET ACTUAL SITE CONDITIONS. THE SELECTION OF CORRECT STRUCTURAL 6) Any and all variances due to the builder, requested by owner for extra drainage. MATERIALS AND THE APPLICATION OF ARCHITECTURAL PRINCIPLES IS A PRECISE ART, THE O owner, or any other party without written consent RESPONSIBILITY FOR WHICH RESTS WITH THE BUILDER, THE OWNER, AND/OR THE USER OF in the design stage or afterwards will void all 3) Finished grade is to provide sufficient slope for THESE PLANS. Y E liabilities from the Engineers, designers, & other drainage away from the building in all seasons & Nm parties involved in the design stages of the as req'd by local code. THESE PLANS ARE TO BE USED ONLY FOR THE PEOPLE AND PLACE STATED. O v building. The owner & or builder agree to hold THESE PLANS MAY NOT BE USED WITHOUT WRITTEN PERMISSION FROM i harmless all parties involved in the design stage 3PEAK DESIGN. (� from any claims resulting from variances. 7) In the event of a conflict between pertinent THE OWNER / BUILDER ARE RESPONSIBLE FOR AQUIRING AN ENGINEER TO SIZE _ ILL codes and regulations and referenced standards STRUCTURAL MEMBERS. IF ENGINEERING IS NOT DONE THEN THE OWNER / BUILDER IS LIABLE on these plans, the more stringent provisions will FOR THE STRUCTURAL MEMBERS. U govern. w 8) Any design loads shown are assumed loads. 12� The owner and contractor are responsible for PIPN DATE : a checking the actual soil and snow load 8/9/2017 requirements. The owner & contractor are also Pio. DATE: responsible for obtaining a soils report if rD 8/9/2017 necessary. ALL EXTERIOR WALL OPENINGS TO D I 1 1 HAVE (2) 2x10's FORA HEADER U.N.O. are cot Front Eleva4on SCALE: 114' = 1'_0. Back Elevalioa SCALE: 114' = 1'.(Y ALL EXTERIOR WALL OPENINGS TO iAVE 2x10'sFOR AHEADER U.N.O. Square '007"LEVEL SF lawmen! 1,832 C Sara ee _'- 1,075 C Aain 1,806 ' I U) N E O N N i U U m n 06 � LL' a wan w 3zz wp at at o w� Square '007"LEVEL SF lawmen! 1,832 C Sara ee _'- 1,075 C Aain 1,806 ' I U) N E O N N i U U m n 06 � LL' a These copyrigandi plans are the proper, of ]Peak Design. These pians are nor to be copied or adjusted w19mot women crossed from JPeak Design. W W O >YX wary w` i 'n ¢w0 N3 a Square Footage_ --- LEVEL SF -- Basement 1,832 --- --- Garage 1,075 It Main 1,806 la W ❑ LL N Z U Z E' - Z a m !n ^ Left Elevation SCALE: 1/4' = 1'.0' 4 'WAD 2 x °fn Z = O Q Y > 11) w IJ Y U W-J N a LL C) w w 0 PIBO ATE 819r2017 PLOT DATE- FiyM Elevation8i9/201 SCALE: 1/4' - 1•D. ALL EXTERIOR WALL OPENINGS TO A-202 HAVE (2) 2x10's FOR A HEADER U.N.O. ALL FOOTINGS iU I LOCAL FROST DEPTH ALL CGNCRETE BY CTHERS MAINTAIN 6'-8" HEADROOM 15 RISERS 1. STAIR RAIL OPENING 4-3/8" MAX.DIAMETER 2. GUARD RAIL OPENING 4" 3, HANDRAIL HEIGHT 34-38" VERT, ABOVE THE NOSING OF THE TREAD 4. GUARD HEIGHT 36" MIN. ABOVE LANDING OR WALKING SURFACE SCALE: 1/4' = 1'U' 41y+$ E SCALE I@'=-1'-0' Seclion (LR) E. SCAL1/4' = 1'-0' ALL FOOTINGS TO BE LOCAL FROST DEPTH ALL EXTERIOR WALL OPENINGS TO HAVE (2) 200's FOR A HEADER U.N.O. 0.SU2 - T- Wall SB m f2Snorvl SCALE 112- = 1--0- horn 3Peak ALL EXTERIOR WALL OPENINGS TO i HAVE (2) 2x1 O's FOR A HEADER U.N.O. 9 �w c � >=X K Wzz w m w0 c 2 o "3 0 Square Footage LEVEL SF Basement 1,83 Garage 1,07 Main 1,80 lu ry O = _ IO IO U � �U v� W v cf) LL U W 0 O CL CL I I I I I I I I I I I I I I I main Flom Framing _ SCALE: 1/0' = 1'.g' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .v _____________o I I I I I I I I I I I I I I I I I I I I I I I.I I I I I I I I I I I I I I I I I I I I I I I I I -------------I I _____________J are -1. be -,.d or adjW.d MOW wMW consentM1om JPcax ALL EXTERIOR WALL OPENINGS TO HAVE (2) 2x10's FOR A HEADER U.N.O. oS ll' -3' BWP-Main SCALE: IIP = V INTERIOR BRACE WALLS ,+ STRUCTURES LOCATED IN SEISMIC DESIGN CATEGORIES DI&D2 SHALL BE PROVIDED WITH INTERIOR BRACED WALL LINES. BRACED WALLS ARE TO BE CONSTRUCTED VIA METHOD #S AS SPECIFIED BY THE 2012 p p BUILDING CODE. MIN. 1/2" GYPSUM BOARD ON STUDS NOT TO EXCEED ] 24' OC AND FASTENED AT ]' 0c. WITH 1-1/4" SCREWS (TYPE WOR S) J! AROUDN PERIMETER AND WITHIN THE FIELD ALONG SUPPORTING STUDS. EXTERIOR BRACE WALLS STRUCTURES LOCATED IN SEISMIC DESIGN CATEGORIES Dl&D2 SHALL BE PROVIDED WITH EXTERIOR BRACED WALL LINES. BRACED WALLS ARE TO BE CONSTRUCTED VIA METHOD #3 AS SPECIFIED BY THE 2012 BUILDING CODE. MIN. 3/8" SHEATHING TO FRAMING WITH 8d COMMON NAILS AT 6' O.C. AT PANEL PERIMETER & 12' O C. IN ALL INTERIOR FRAMING MEMBERS. FOR FRAMES OVER 8' IN It, HEIGHT, PANEL SPLICE SHALL OCCUR WITHIN 24' OF MID -HEIGHT. BRACE PANEL SHALL BE PERMITTED TO BEGIN NO MORE THAN 12INDICATES GENERAL LOCATION OF BRACING PANELS Cc. FROM CORNER OF STRUCTURE PROVIDED THAT THE END OF EACH BRACED WALL PANEL LOCATED CLOSEST TO THE CORNER SHALL NoACTUAL LOCATIONS TBD BY BUILDER. Tl,oc BE CONNECTED TO THE FOUNDATION OR FRAMING BELOW WITH TIEDOEN DEVICE CAPABLE OF PROVIDING AN UPLIFT ALLOWABLE ALL EXTERIOR WALL OPENINGS TO DESIGN VALUE OF AT LEAST 1800 LBS. I I HAVE (2) 2x10's FOR A HEADER U.N.O.