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HomeMy WebLinkAboutPlansGENERAL REQUIREMENTS: A. DESIGN LIVE LOADS I. Basic Roof Snow 2. Residential Floors 3. Decks 54 PSF 40 PSF 54 PSF 4. Garages 5. Wind, 90 mph, Exposure C 6. Seismic Design - Category C 50 PSF B. DESIGN CODES The requirements of the International Building Code (IB.C.), the International Residential Code (1.R.C.) and local jurisdiction code revisions shall govern the design and construction of this work. The following codes and editions were used: • International Code Council International Building Code (IBC 2009) • International Code Council International Residential Code (IRC 2009) C, CHANGES OR MODIFICATIONS 1. Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the S.E.R. for approval. 2. Contractor shall notify S.E.R. before cutting or modifying any structural systems for any reason. D. SHOP DRAWINGS Shop drawings are required only when indicated on the plans. However, it is recommended that the contractor submit the following shop drawings: a. steel shops laying out and detail all structural steel indicated on plans. b. timber shops laying out and detail all beams, columns, and connections. c. see pre-engineered truss notes. For some projects it is also recommended that a concrete placement plan be submitted along with rebar shops. It is the contractor's responsibility to read the drawings and determine which shops are necessary and submit these to the S.E.R in a timely manner. S.E.R's review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted to the architect for all structural items in addition to items required by architectural specifications. 2. A plan layout drawing showing location and item marks for all loose items shall be submitted with individ- ual sub -assembly drawings. 3. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 4. Verify all dimensions with the architect before submission to the S.E.R. 5. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after S.E.R' s review, U.N.O. 6. The shop drawings do not replace the original contract drawings. It is the contractor's responsibility to make sure items are constructed to original drawings. 7. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 8. The use of reproductions of these contract drawings by any contractor, sub -contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is expressly prohibited. E. GENERAL 1. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication com- mences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify S.E.R. if any openings are to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. 4. Details on the structural drawings are typical. Verify all dimensions and elevations with the architectural drawings. 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction equipment, protection of existing structures. Observation visits to the site by the S.E.R. shall not include in- spection of the above items nor will the S.E.R. be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs incident there to. 6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be bome by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado. 8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimen- sions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the S.E.R. and the S.E.R. shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the de- sign live Toad per square foot. FOUNDATION: A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely complete the work. 2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations rea- sonably emsonably free of water at all times and completely free of water during placement of the concrete. B. DESIGN (Assumed/ Verify) 1. Foundation design is based on the following assumed soil values. Soils are presumed non -expansive, non- soluble, and not prone to excessive consolidation. When the excavation has been completed, a geotechnical engineer licensed in the State of Colorado shall be engaged to visit the site, conduct a soils investigation, write a report to confirm the assumed soil values and provide further guidance as required. The S.E.R. shall be given a copy of the soils report. The S.E.R. shall be given an opportunity to review the soils report, and adjust the structural design and drawings per the soils report prior to the start of construction. 2. Footings shall bear on natural undisturbed soil or adequately compacted structural fill (per geotechnical engineer) below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the S.E.R Footing are designed with the following allowable bearing pressures: Maximum 1500 psf (DL + LL) Minimum 0 psf (DL) C. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2, Provide foundation ventilation in crawl space areas as required by section 2303.3 of the I.B.C. 3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the backfill (unless noted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENTS Concrete shall be constructed in accordance with the latest edition of the American Concrete Institute Building Code, ACi 318 and Specifications for Structural Concrete for Buildings, ACJ 301. Provide hot or cold weather protection per ACI 305 & 306. 1. Concrete shall develop a minimum compressive strength at 28 days of: Walls & footings 3000 psi Slabs 4000 psi 2. Provide Type 11 cement with 4%-8% air entrainment and a 4" slump. Concrete aggregate shall be 3" normal weight stone except were lightweight concrete is specified. No admixtures shall be used without ap- proval by the S.E.R. 3. Lightweight concrete is concrete containing lightweight aggregate conforming to ASTM C-330 and has as air-dry unit weight (ASTMC-567) not exceeding 110 pcf. 4. Concrete shall be placed in a manner to prevent voids by using mechanical vibration and/or other approved method. Do not place pipes, ducts, or chases in the structural concrete without approval of the S.E.R. Thor- oughly clean all keyways and construction joints prior to placing concrete in adjacent area. Concrete shall not be in permanent contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manua/ of Standard Practice for Detailing Reinforced Concrete Structures ACI 315. I. Reinforcing steel shall be high strength deformed bars conforming to ASTM A615 grade 60. except weld- able reinforcement which shall be ASTM A706, Grade 60. 2. Concrete protection for reinforcement: Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6-#18 bar 2 in. 1/3-4/5 bar 11/2 in. Not exposed to earth or weather slabs & walls 3/4 in. beams & cols 1 1/2 in. STRUCTURAL GENERAL NOTES & SPECIFICATIONS 3. Re -bar lap splices shall be a minimum of 36 bar diameters, unless noted otherwise. 4. Discontinue 1/2 of horizontal steel across construction/control joints. 5. Provide comer bars of equal size and spacing around all comers and intersections. 6. Provide 2--#5 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams and slabs. Provide 1-#5 x 4'-0" diagonally at all re-entrant comers of slabs. 7. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 8. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. 9. Splices in horizontal beams and walls shall occur at mid span for top bars and over supports for hottom bars. C. SLABS -ON -GROUND 1. All slabs -on -ground shall be 4" thick and reinforced with #4 @ 18" on center each way, unless noted other- wise. Reinforcement to be placed in center of slab. 2. Thicken all free slab edges to 8" x 8" with #5 continuous (top and bottom) unless noted otherwise on plans. 3. Provide construction/control joints in slabs -on -ground not to exceed 12'-0" on center or as shown on the plans. Isolate all slabs on grade from structural elements with expansion joint material equal to QUIKRETE's Expansion Joint Strips (ASTM D 1751) 1/2" x 4" x 5". MASONRY: A. CONCRETE MASONRY UNITS (CMUs) 1. All CMUs shall conform to ASTM C90. 2. CMUs used below grade and all exterior walls shall be Grade 'N', Type 1 and interior concrete masonry units not exposed to weather or earth may be Grade 'N' or Grade `S', Type 1. 3. All masonry assemblages shall attain 1500 psi compressive strength (fm) in 28 days. Special inspection not required. 13. GROUT 1. All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type N by proportion, and shall attain 2000 psi compressive strength in 28 days. 2. Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 2000 psi compressive strength in 28 days. 3. Grout lifts shall not exceed 4'-0" unless clean outs are provided -then grout lifts shall not exceed 8'-0". C. REINFORCING 1. Reinforcing bars shall conform to ASTM A615 -76a, Grade 60. 2. Horizontal reinforcing shall be standard weight "Dur -o -wall" or authorized equivalent spaced at 16" on center unless noted otherwise. Vertical reinforcing as shown on plans min #5 bar at 4'-0" on center maximum for exte- rior and/or load bearing walls) shall extend full height of the wall in grouted cells, unless noted otherwise. 3. Provide minimum 1-#5 in grouted cell at all comers, ends of walls, each side of openings and both sides of control joints. 4. Lap bar splices 36 bar diameters. At corners and intersections, make horizontal bars continuous or provide matching comer bars. D. GENERAL REQUIREMENTS 1. Fill all voids and grout cells solid for a distance of 32" below and 12" each side of all beam reactions or other concentrated loads unless noted otherwise on plans. 2. Provide vertical control joints in all masonry wall at 35'-0" max. spacing as located on the arch. drawings. 3, Provide continuous masonry lintel bond beams at top of wall; at top and bottom of all window openings. Window lintels shall be reinforced as follows: a. Spans not exceeding 4' -8" -provide 8" deep beam reinforced with 2-15 bars continuous in bottom beam. b. Spans not exceeding 12' -0" -provide 16" deep beam with 2-#5 bars continuous at bottom of beam and 1- #5 bar continuous at top of beam. Install #3 stirrups (single leg) at 6" on center horizontal spacing. Bottom reinforcing shall be within 3" of the bottom of the beam. E. MASONRY VENEERS 1. Exterior stone veneer masonry installation shall comply with ACI 530.1/ASCE 6 specifications for masonry structures as it applies to this project and all materials, including stone mortar, shall maintain an installed com- pressive strength not less than 2,000 psi. 2. Provide masonry veneer anchors at 16" on center in each direction. 3. Provide masonry control joints as indicated on the exterior architectural elevations. 4. Provide steel lintels, with a minimum of 5" bearing at jambs, over openings as follows: Opening Width 0'-0" - 31-4" 3'-5" - 4'-8" 41-9" - 6-0" 6'-1"- 8'-0" 8'-1"- 10'-0" >10'-1" STEEL: Lintel Angle 31/2x3xIA" 4x31/2x1/" 5x31/2x11" 6x4x " 8x4x11z" Notify S.E.R. LLH LLV LLV LLV LLV A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AJSC Code of Standard Practice. I. Steel shapes and their properties shall be as follows, U.N.O.: a. All wide flange W shapes shall conform to ASTM A992 b. Channels, angles, plates, and S, M, and HP shapes shall conform to ASTM A36 c. Hollow structural shapes, HSS shall conform to ASTM A500 (Gr. 13) d. Pipe columns shall conform to ASTM A53 (Gr. B), "STD" - All DIA noted per plan are inside DIA e. Anchor rods shall conform to ASTM F1554 Grade 36, and anchor bolts ASTM A307 f. Clevis and turnbuckles shall conform to AIM C-1035 and perAISC 13th edition, table 15-3 & 15-5. 2. Bolts shall conform to ASTM A325 type 1, U.N.O. on plans. Bolt size shall be 14"0, U.N.O. The joint type shall be sung -tightened, U.N.O. The bolts shall be installed in accordance with section 8.1 of AISC's Specifica- tion for Structural Joints Using ASTM A325 or A490 Bolts. When required on plans, installation of high strength bolts shall be in accordance with the aforementioned specification. 3. All welds shall be made with E70XX electrodes. All welding shall Comply with AWS D1.1 Structural Weld- ing Code and shall be performed by AWS certified welders. 4. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint. B. NON -SHRINK GROUT AND ANCHOR BOLTS 1. Anchor bolts used with steel shapes shall be 3/4"0 with minimum of 7" embedment and shall conform to ASTM A307 U.N.O. Anchor bolts embedded in concrete shall be placed with setting templates. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. 2. All column base plates shall have 34" min to 2" max grout pack. Grout pack shall be non -shrink, non corro- sive, nonmetallic, nonstaining product containing selected silica sands, portland cement, and water -reducing agents. The product shall require only the addition of water and shall comply with the requirements of ASTM C- 827. A minimum compressive strength of 3,000 psi after one day and 7,000 psi after 28 days shall be developed. 3. Expansion anchor shalt be Simpson Strong Tie WEDGE -ALL anchors, installed in accordance with the manufacturer's requirements. Anchor diameter and embedment per drawing. Equivalent expansion anchor maybe used with approval by the S.E.R. 4. Epoxy anchor shall be installed with Simpson Strong Tie SET. installed in accordance with the manufac- turer's requirements. Anchor type, diameter, and embedment per drawing. Equivalent epoxy adhesive maybe used with approval by the S.E.R. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per the latest AJ.S.C. Manual of Steel Construction. Except where otherwise shown, provide connections to support loads equal to one-half the total uniform load capacity of the member, U.N.O. 2. A minimum of two bolts shall be used for all connections. Size and grade of bolts shall be determined by the fabricator, U.N.O. 3. All connection designations on the drawings that are followed by "CUST FAB" are to be designed by the steel fabricator. Submit shop drawings to the S.E.R. for approval before fabrication. STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All timber construction light and heavy shall conform to the latest edition of the National Design Specifications for Wood Construction. The following grading agencies are used for grading the structural wood framing: Na- tional Forest Products the Western Wood Products Association (WWPAW), the National Lumber Grades Author- ity (NLGA), and the Redwood Inspection Service (RIS). I. Structural framing lumber shall be kiln dried Douglas Fir/Larch, U.N.O. The following design values were used for Douglas Fir/Larch (all applicable stress factors apply per I.B.C. section 2306): Structural Joists, built-up columns and studs (a 2x4), No. 2 or better Fb = 900 psi Beams and Stringers, No. 1 Fb = 1350 psi Fv = 180 psi Fc I = 625 psi E= 1600000 psi Fv = 170 psi Fel = 625 psi E = 1 600 000 psi 2. All pressure treated lumber shall be Hem -Fir #2 or better, U.N.O. All wood attached to concrete or masonry shall be pressure treated lumber. Pressure treated lumber may require heavier galvanizing treatments for fasten- ers and framing hardware. The contractor is to consult with the supplier, manufacturer, and local building offi- cial for current treatment requirements. The following design values were used for Hem -Fir Structural Joists, built-up columns and studs (a 2x4), No. 2 or better Fb = 850 psi Fv = 150 psi Fc i = 405 psi E = 1 300 000 psi 3. Sizes shown for structural wood framing are nominal sizes. 4. Attach sill plates with 1/2"0 hooked anchor bolts (7" minimum embedment) at 48" on center U.N.O. 5. Install all joists and beams with camber, if any, to top U.N.O. 6. Beams are not a substitute for joist in layout. If beam falls in joist layout space, place joist next to beam. 7. Provide built-up wood columns of 2-2x6 (or 2-2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width U.N.O. 8. All multiple stud columns shown at the ends of headers indicate the number of trimmers. King studs are additional to the number of column studs shown. B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.C. approval, may be used with ap- proval by the S.E.R. 1. All timber and wood framing nailing shall conform to the I,B.C., reference I.B.C. Table No. 2304.9.1 Fas- tening Schedule, U.N.O., Reference drawings for locations were additional nailing is required. 2. Nails shall meet the requirement of ASTM F 1667. Nail diameter and length used with these drawings are to be as follows, U.N.O.: Designation Length and Diameter 8d .131 x 2 /" 10d .148x3" 16d .162x311" 3. All connectors for wood framing shown on the plans such as joist hangers, beam hangers, truss hangers, framing clips, hold-down anchors, etc., shall be manufactured by the Simpson Strong -Tie Company Inc, U.N.O. Install per manufacturer's specifications. 4. Bolts for wood member connections shall be 3/4"0, ASTM A307 with a minimum 1 2" washer each end U.N.O. Do not countersink bolts unless noted otherwise on structural drawings. 5. Lag screws shall meeting the requirements of ANSI/ASME standard B18.2.1 and they shall be installed per the latest NDS code. Each lag screw shall be installed with a washer. 6. Powder Actuated Fasteners (P.A.F.'s) for attaching wood framing to structural steel shall be Remington low velocity fasteners, length and diameter per plans. Install per manufacturer. 7. Screws called out as SDS are as manufactured by Simpson Strong -Tie Company Inc. Screws called out as OLYLOG,TLOK, LOG, LHOG or LL are as manufactured by FastenMasterAgawam, MA. 8. Screws called as #8 thru #12 wood screws shall meet ANSIIASME standard 18.6.1. C. WALL FRAMING AND SHEATHING 1. All exterior walls designated as bearing walls shall constructed with 2x6's @ 16".O.C. - U.N.O. All interior walls designated as bearing walls shall be constructed with 2x6's @ 16".O.C. - U.N.O. 2. All exterior walls shalt be sheathed with wood structural panels certified by the APA for use as wall sheath- ing labeled, "EXTERIOR" OR "EXPOSURE 1", rated sheathing, 24/0, 11" thick attached to studs with 8d common (0.131 0) or galvanized box nails (1" stud penetration) @ 6" O.C. at panel edges and 12" O.C. at in- termediate supports. Drive nails flush with outer sheathing layer, Do not over drive nails. Use special care when using pneumatic nail guns. 3. All openings in bearing walls (interior or exterior) shall have a minimum of one full height king stud and one trimmer, with a 2-2x8 header - U.N.O. 4. Openings over 6'-0" in width shall have a minimum of 2 -King studs. Number of trimmers as indicated on plan. Review wall opening schedule and typical wall framing detail. 5. Nail or screw at 12" O.C. all built-up wood columns called out on plans to the sheathing or drywall. D. ROOF FRAMING AND SHEATHING I. Roof sheathing shall be wood structural panels certified by the APA for use as roof sheathing, labeled, "EX- TERIOR" OR "EXPOSURE I", rated sheathing, 40/20, W' thick, T&G, or provide plyclips midway between rafters at unsupported sheet edges (plyclips not required for rafter spacing less than 18" O.C.). Attach sheath- ing to framing with 8d common (0.131 0) nails at 6" O.C. and at intermediate supports with 8d common nails at 12" O.C. unless noted otherwise. E. STRUCTURAL COMPOSITE LUMBER AND PREFABRICATED WOOD I -JOIST Install members in accordance with the manufacturer's recommendation. Holes, cuts, or notches not previously approved by the S.E.R. or the manufacturer shall not be made. Members by other manufacturers may be used if the depth, cross section and allowable unit stress are equal to that of the member specified for the particular span. i. LAMINATED VENEER LUMBER (LVL) LVL members called for on the drawings are as manufactured by iLEVEL by Weyerhaeuser. Members marked on the drawings as `LVL: and shall be 1 3/4" wide, U.N.O. Allowable unit stresses for dry conditions shall be as follows: Fb = 2,600 psi Fv = 285 psi Fc I = 750 psi E= 1,900,000 psi WALL BRACING: Wall bracing is provided per the prescriptive method of the 2009 IRC 602.10. Structure is to be continuously sheathed with structural panel sheathing on all sheathable areas of exterior walls. SECTION cur T. Wall = Elevation tort,r I SHT i) 4/55 I T. l oatina = Eleval BUILDING ELEVATION MARK TOP OF LOOTING STEP T. FOOTING PAD MARK FOUNDATION I WALL STEP COLUMN I ABOVE Structural Symbols For Foundation Flans SExTiON CUT OR PLAN VIEW BEAM CONTINUOUS OVER COLUMN COLUMN BETWEEN BEAMS G 3/4 x 10 1/2" GL l.1 EDGE PLYWOOD T. l'lywcrd 100'-c" ird BI I II LID NG.TION MARK JOIST BEARING I & SPACING LOCATION 2 x 12 010" 0.l.. • -H BEAM BEARING' ON BEAM 1ROOFSLOPE1 JOIST HANGING (FLUSH FRAME Wt HANGERTYPE) COLUMN FROM ABOVE TERMINATING ON BEAM FLOOR ELEVATION CHANGE REVISION CLOUD INDICATING A REVISED r n COLUMN FROM Ex Flr 1 ABOVE AND �I INE CONTINUE BELO JOIST Structural Symbols For Framing Flans i STANDARD ABBREVIATIONS A.F.F. - ABOVE FINISH FLOOR ABV - ABOVE ADD'L - -ADDITIONAL ADJ - ADJUSTABLE ALT - ALTERNATE - AMERICAN CONCRETE INSTITUTE A.P.A. AMERICAN PLYWOOD ASSOC. A.B. - ANCHOR BOLT ARCH - ARCHITECT BM - BEAM BLW - BELOW BRG - BEARING B/W - BETWEEN BLKG - BLOCKING BLDG - BUILDING C.F. - CUSTOM FABRICATED - CAST -IN-PLACE CLR - CLEAR CANT'L - CANTILEVERED COL - COLUMN CONN - CONNECTION CONC - CONCRETE C.M.U. - CONCRETE MASONRY UNIT CONST - CONSTRUCTION CONT -CONTINUOUS CONTR-CONTRACTOR COMP - COMPACTED C.J. - CONTROL JOINT DL - DEAD LOAD EA - EACH EL - ELEVATION EMB - EMBED OR EMBEDMENT EQ - EQUAL (E) - EXISTING EXP - EXPANSION EXT - EXTERIOR FLG - FLANGE Fm- FOOTING FND - FOUNDATION GA - GAUGE/GAGE GALV - GALVANIZED GL - GLUE -LAMINATED MEMBER HA.S. - HEADED ANCHOR STUD FIT - HEIGHT HORIZ - HORIZONTAL HSS - HOLLOW STRUCTURAL STEEL IBC - INTN'L BUILDING CODE IRC - INTN'L RESIDENTIAL CODE INT - INTERIOR ISO - ISOLATION JT - JOINT JST - JOIST K.S.I. - KIPS PER SQUARE INCH K -KING LL- LIVE LOAD LLH - LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL LONGIT - LONGITUDINAL LVL- LAMINATED VENEER LUMBER MFR - MANUFACTURER M.O. -MASONRY OPENING MAT'L - MATERIAL MAX - MAXIMUM MECH - MECHANICAL MTL - METAL MISC - MISCELLANEOUS MIN - MINIMUM N.T.S - NOT TO SCALE OPNG - OPENING O.C. - ON -CENTER O.F. - OVER FRAMING OSB - ORIENTED STRAND BOARD PAF. - POWDER -ACTUATED FASTENER PEN - PENETRATION PERP- PERPENDICULAR PL - PLATE PLWD - PLYWOOD PLY - PLY P.T. - PRESSURE TREATED R - RADIUS RE: - REFER TO REINF - REINFORCING RQD - REQUIRED S.E.R. - STRUCTURAL ENGINEER OF RECORD SHTG - SHEATHING SHT - SHEET SIM - SIMILAR S.O.G. - SLAB ON GRADE SL - SNOW LOAD SP - SPACE (ING) SPECS - SPECIFICATIONS STD - STANDARD STL - STEFI STRUCT - STRUCTURAL SYM - SYMMETRICAL T -TOP T.O. - TOP OF T.E.H. - TYPICAL EXTERIOR HEADER T.I.H. - TYPICAL INTERIOR HEADER T.M. - TOP OF MASONRY T.P. - TOP PLATE T&B - TOP AND BOTTOM T&G - TONGUE AND GROOVE TRANS - TRANSVERSE TYP- TYPICAL U.N.O. - UNLESS NOTED OTHERWISE VERT - VERTICAL V.I.F. - VERIFY IN FIELD WT - WEIGHT WWF - WELDED WIRE FABRIC W/ - WITH WD - WOOD Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue 09-12-11 Corot Document Set POWELL RESIDENCE 704 SKIPPER DRIVE 0 0 0 00 z 0 U 0 S rw Date Revision Dwn By: A.J.R./S,E.M. Dsgn By: A.I.R./S.E.M. Ckd By: Apprvd: Project Number Powell Drawing Title: General Notes & Specifications Sheet 1 of 4 S•1 key plan n.t.s. N CD general info remodel to 1,900 sq ft of 4,489 sq ft single family residence located in the stirling ranch subdivision of missouri heights. project address: 705 skipper lane carbondale, co 81623 parcel number: 239129305010 project directory CONTRACTOR crystal springs builders 1044 main st carbondale, co 81623 p h : 970.963.4584 contact: mike cerise STRUCTURAL ENGINEER rakowski-millard 580 main st, suite 310 carbondale, co 81623 ph: 970.963.9643 contact: al rakowski general notes ARCHITECT black shack architects po box 1847 basalt, co 81621 ph: 970.927.0635 contact: glenn rappaport (970.379.3698) CIVIL ENGINEER sopris engineering 502 main st, suite a-3 carbondale, co 81623 ph: 970.704.0311 contact: paul rutledge OWNER scott powell + leah o'donnell 350 madison ave new york, ny 10017 ph: 212.920.2640 contact: scott powell (917.597.9161) A. the contract documents consist of the agreement, the general notes, the specification, and the drawings, which are cooperative and continuous. work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. any discrepancy between the different parts should be reported to the architect immediately. B. all work shall comply with all state and local codes and ordinances, and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. C. these documents are intended to include all labor, materials, equipment and services required to complete all work described herein. it is the responsibility of the contractor to bring to the attention of the architect any conditions which will not permit construction according to the intentions of these documents. it is the responsibility of the architect to provide details and/or directions regarding design intent where it is altered by existing conditions or where neglected in the documents. D. any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review. the contractor shall submit samples when required by the architect, and all such samples shall be reviewed by the architect before the work is performed. work must conform to the reviewed samples. any work which does not conform shall be removed and replaced with work which conforms at the contractor's expense. subcontractors shall submit samples and requests for review through the general contractor. E. shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. review shall be made by the architect before work is begun, and work shall conform to the reviewed shop drawings, as described in the specifications. F. the building inspector shall be notified by the contractor when there is need of inspection as required by the u.b.c. or by any state or local code or ordinance. G. the contractor shall be responsible for the safety and care of adjacent properties during construction, for compliance with federal and state o.s.h.a. regulations, and for the protection of all work until it is delivered completed to the owner. sheet index 09.... -nom A0.0 A1.0 A1.1 A2.1 A2.2 A4.1 A6.1 S 1 S 2 S 3 S 4 sheet index. project info. directory. improvement survey lot 10, stirling ranch p.u.d. (02.11.2008) existing conditions survey lot 10, stirling ranch p.u.d. (08.16.2011) architectural project information existing plan. demo plan. proposed plan. proposed floor plan proposed roof plan proposed exterior elevations and schedules proposed interior details stuctural general notes + specifications foundation plan roof framing plan sections + details See Pim / I rIA H"e43 T2- 13,E d d k9 wren/1943. APPROVED SUBJECT TO NOTED EXCEPTIONS &. INSPECI7ONS GARFIELD COUNTY BUIL�DLNC DEPA�I �' [late //t7f/ By %%�ll�' F LD COPY NO INSPECTION WITHOUT TFIESE PLANS ON SITE page of issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A1.0 • a— r Ca cos 03 m to o ro • a1. 03 G 0 0 .0 cn sheet title: info scale: n.t.s. no: A0.0 970 927 0635 t 970 927 0654 f BLRE-9-II-2203 e 044? sfe, to co- iso T. ebl' IOIv-8" verify w/ arch 4" cont slab w/ #4 CO 18" ea way over 4" of rigid insulation. See 5-1 for C.i. requirements . ly 102'-0 3/9" verify w/ arch (e) cmu wall and concfrg Foundation Plan 1/4" = 1'-0" f Foundation flan Progrese Level Foundation flan is not coordinated with field verified geotechnical conditions. Design is based on assumed existing conditions. Upon exposure of existing structure, contractor shall coordinate a site visit with engineer so final 1tsiarr and details can be developed t Plan Norte' 1. All dimensions new and existing shall he verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect. 2. Foundation is based on an assumed soils bearing capicity of 15.00psf and may be subject to change based on actual conditions. Re: structural general notes sheet 5-1. foundation design 3. All exterior bottom of footings and pads shall be 36" below finish grade or to undisturbed natural soil, whichever is lower. 4. All conditions must be verified ly the builder prior to commencement of construction. 5. Guilder must verify existing bearing condition of isolated column (Cade from above and notify engineer for evaluation as required. 6.6uilder to contact engineer for evaluation of existing log column, replacement or alteration to column (re: 3/54) may be required. 7. Floor design at the mechanical room ie based on standard uniform loading, no concrete dead load topping was accounted for. 8. Fasten 2 x 8 ledger to (e) G.M.U. w/ 3 -1/4 x 2 3/4 "Then" masonry screws a 10" o.c., min edge distance = 11/2", moisture protect wood in contact with masonry. Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 12'2'11 Date Issue 09-12-11 Const Document Set T POWELL RESIDENCE 704 SKIPPER DRIVE ELD COUNTY, COLORADO 11-28-11 stl plate removal 10-10-11 stl bm & wall modif 10-06-11 mery opng/ fir frmg Date Revision Dwn By: A..J.K./S.E.M. Dsgn By: A.J.R./S.E.M. Ckd By: E.P.K. Apprvd: Project Number Powell Drawing Title: Foundation Plan Sheet 2 of 4 S•2 BLRE-9-I1-2203 m co v 0 m c2 0 L = a a o �C J nay C/] (] a a o.02 E an 0.3E CL r/3 1/2" GROUT 1/4" GAP MIN NO MORTAR 2 3/4" 4" (E) LOG BM MIN BRG LENGTH = 3 1/2" 1 /4" GAP MIN NO MORTAR r - AJ\ K ti ' >.( XC ". X )Cn� 1. 14,111Inj jfittfLi (E) LOG BM MIN BRG LENGTH = 3 1/2" T i „ \• x �♦i ♦t'I:O♦ it2i♦v♦t.14 I °+ spsx�A, i +t liri ta )(,,,,, .„ : ., tam at %re* 444 Ais„,:„ \a, 44• +As A ,4),•+4 is,=,, .,<.,- 1.40.141,2, .. ••••4*•••• •-••• 1. \.•. .....` c_.... ., !'... ,.^.�.... .° • 4 ,.Y. `/ +4 4. r r T T / 5., 2" // W8x.31) TYP MORTAR JOINT ABOVE STL BM ■ 3/16 (E) CMU WALL (E) CONT #S BAR CENTERED IN CELL AS SHOWN. CELLS GROUTED FULL HT. SEE PLAN NOTE 1 4" EMB / / EYP TYP MORTAR JOINT ABOVE STL LINTEL 1/2" GROUT T. OPNG SEE ARCH — HSS6x2x3/16 L5x3x1/4 LLV W/ (2) 3/8"0 GR 5 EPDXY ANCHOR 2x6 BRG BLOCK x BM WIDTH 1/4" STIFFENER PL LIVING ROOM SIDE ONLY — EXIST C.M.U. WALL SEE PLAN SECTION A HSS Steel Lintel 0 C.M.U. Wall Opening 1 1/2" =1,-0" NEW TOP OF MASONRY OPNG BUILDER SHALL PROVIDE TEMP SHORING 2x6 BRG BLOCK x BM WIDTH 1/2"o LAG SCREW (TYP) MIN EMB INTO LOG = 5" 3/8"0 GR 5 EPDXY ANCHOR @ 3'-0" O.C. ALT SIDES plan Note: 1. #5 reinforing bar in a full height cell was observed in specified position by the Builder and was reported to the Engineer. Engineer did not observe the condition, re: RFI #1105, dated October 26, 2011 from Crystal Springs Builders and response dated October 27, 2011 from Rakowski -Millard Structural Design, LLC. Wall Elevation & Kitchen/ Family Room Opening 1 1/2" = 1'-0" 8"x4"x1/4" SIDE PLATE 1/2" BRG PLATE x LOG DIAMETER 2 - #4 LOOPS - WELDED TO PLATE 2 - #4 LOOPS -- $(E) T. WALL SEE ARCH SIMPSON SET EPDXY (E) PILASTER - - 4' - (E) -14"0 LOG COL /- COORDINATE MIN DAMAGED LOG REMOVAL W/ ENG • N (E) T. PILASTER Petail Pamagecl Log Column COORDINATE MIN HT W/ ENG 1 1/2" =11-0" OPTIONAL L IF SPECIFIED BOLTS @ SUPPORT ARE NOT POSSIBLE SEE SECTION AA (L OPTION) 3/16 2" 5" / / ,r 4 GROUT SOLID FULL - HT AT BM SUPPORT (E) CMU WALL —1 4' 2 3/4 two .44°°+f• 9 5/8" 3/8"0 GR 5 EPDXY ANCHOR - @ 3'-0" O.C. ALT SIDES 1/4" GAP MIN NO MORTAR W8x31 AA) 4" EMB TYP l�. (L OPTION) SIDE VIEW W8 x 31 m W 1/2" GROUT 3/8"0 GR 5 EPDXY ANCHOR - @ 3'-0" O.C. ALT SIDES SECTION A (E) CMU WALL (2) 3/8"0 GR 5 EPDXY ANCHOR 2 1/8" 9 5/8" NOMINAL TYP W8x31—/ L6x3x1/4 LLV W/ (2) 3/8"0 GR 5 EPDXY ANCHOR 2 1/8" TYP (E) CMU WALL 1 1/2" TYP SECTION AA (L OPTION) Rakowski -Millard STRUCTURAL DESIGN, LLC 580 Main Street, Suite 310 Carbondale, CO 81623 Phone/Fax (970) 963-9643 Date Issue 09-12-11 Const Document Set POWELL RESIDENCE 704 SKIPPER DRIVE 0 0 0 U z D 0 0 0 J rW LJ. LL 0 11-25-11 stl plate removal 10-10-11 stl hm & wall mociit 10-06-11 msry opng/ fir friii i Date Revision Dwn By: A.J.R./S.E.M. Dsgn By: A.J.R./S.E.M. Ckd By: EPIC Apprvd: Project Number Powell Drawing Title: Sections and Details Sheet 4 of 4 S•4 60 GRAPHIC SCALE 0 30 80 120 240 ( IN FEET ) 1 inch = 60 ft. PROPERTY DESCRIPTION LOT 10 STIRLING RANCH P.U.D., ACCORDING TO THE PLAT THEREOF, RECORDED MAY 14, 2002, UNDER RECEPTION NO. 603325, COUNTY OF GARFIELD, STATE OF COLORADO. BLDG. BLOWUP 1"=20' SAT O CONC. RET. WALL TWO STORY WOOD & STONE HOUSE NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. 1N NO EVENT, MAY AN ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. AA OPEN SPACE 6.179`25.10-E. X712 09' IMPROVEMENT SURVKY LOT 10 STIRLING RANCH P.U. D A PARCEL OF LAND SITUATED IN SECTION 29, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P M. , COUNTY OF GARFIELD, STATE OF COLORADO. 221.3' LOT 10 541, 2581 sq. ft. 12.426± acres 0 0 4.0 to � 1 v, 414 S73,4g \ \ S°18,6- \ ,7"e ` 253' f LPARKING TRANS. & PED. 445' \SPAR= 525208209—E GRAVEL DRIVE 250.5' 264.1' GRAVEL DRIVE GAS MART fl La 01.95 BLD 4Q43 F eRlc -- �i E 301 UTIL0N'SINC�� A RIC ASS CiATpAGE --- �.� RpgS ELECTC WA BppK 692 y7�02-- Ay 001S RIGKT1p�--' -Tail -ICJ 39a• X20. no.- p' --- 2, P% Ct2,gp'5 KrPPE'R 7°liARE�T APP •TEL PED #�q38 TELE PED— — — — — _ #1437 ■ pp235.63 \\ 704 SKIPPER DRIVE' ADDRESS APPARENT NB2°>832 117.33' co LEGEND AND NOTES ® -UTILITIES AS NOTED —UTILITY LINE LOCATION'S PER TIMBER LINE ENGINEERS (CONTACT TIMBER LINE FOR ivy LINE LOCATION INFORMATION) —INDICATES WATER SERVICE — X— —INDICATES FENCE g —INDICATES CURB STOPS ® -INDICATES YARD HYDRANT ACC. -ACCESS ESMT,-EASEMENT IRRI. —IRRIGATION TYP. —TYPICAL UTIL. —UTILITY 0 — INDICATES REBAR & CAP P.L.S. 11204 PER SUN MESA P.U.D. UNLESS NOTED. —INDICATES FOUND OR SET REBAR & CAP SSC P.L.S. 31944. — INDICATES REBAR & CAP P.LS. 1458 PER SUN MESA P.U.D. UNLESS NOTED. • —INDICATES REBAR & CAP P.LS. 11204 PER SUN MESA P.U.D. UNLESS NOTED. —BASIS OF BEARING IS AN ANGLE POINT IN THE NORTH LINE OF LOT 5 AND THE NW CORNER OF LOT 4 #5 REBAR & ALUMNI. CAPS 11204 AS SHOWN. — TITLE COMMITMENT PROVIDED BY LAND TITLE GUARANTEE COMPANY ORDER NO. GW83002285-2. —APPROXIMATELY 3.6 FEET OF SNOW ON GROUND AT TIME OF SURVEY. —25' SETBACKS EASEMENT A PERPETUAL EASEMENT FOR THE INSTALLATION & IdAIN7'ENANCE OF UTILITIES AND DRAINAGE FACILITIES, INCLUDING, BUT PIOT LIMITED TO, ELECTRIC LINES, GAS LINES, TELEPHONE LINES AND CABLE TELEVISION LINES, IS RESERVED AND DEDICATED OVER AND THROUGH ALL ROADS WITHIN THE SUBDIVISION, TOGETHER WITH AN EASEMENT BEING 10 FEET IN WIDTH ON EITHER SIDE OF ALL LOT LINES, TOGETHER WITH PERPETUAL RIGHT OF INGRESS FOR INSTALLATION, MAINTENANCE AND REPLACEMENT OF SUCH LINES. SAID EASEMENT AND RIGHT SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER BLANKET UTILITY EASEMENTS SHALL ALSO EXIST THROUGHOUT ALL OF THE PROPERTY SHOWN 011 THIS PLAT (EXCEPTING ONLY THOSE PORTIONS LYING WITHIN BUILDING ENVELOPES) AS SET FORTH IN THE AMENDED AND RESTATED DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR STIRLING RANCH, P.U.D. SEE STIRLING RANCH, P.U.D. FINAL PLAT FOR ADDITIONAL LINE & CURVE TABLES. SURVEYOR'S CERTIFICATE I, BRIAN A. STEINWINDER, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY WAS MADE UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE, I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THIS DATE, FEBRUARY 7, 2008, EXCEPT UTILITY CONNECTION ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES EXCEPT AS INDICATED, AND THAT THERE IS NOT APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. * COREY ZURBUCH * STIRLING PROPERTIES, LLC * LAND TITLE GUARANTEE COMPANY BRIAN 4. ce: I i ni1/4 0 Re gOe DATE SOUTH RANCH JO. NO.:08008 DATE: 2/11/2008 DWG. BY: KJS REV: THE SEXTON SURVEY COMPANY 128 WEST 3RD STREET RIFLE, COLORADO 81650 970-625-3711 OR 945-4700 IMPROVEMENT SURVEY LOT 10, STIRLING RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTION 29, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M., REV: f 10 250.20' 363.82' 221.64' k GARAGE — 249.77' HOUSE 10.00' TYP. EASEMENT LOT 10 12.426 t ACRES 30.00' UTILITY EASEMENT 20.00' TRAIL & UTILITY EASEMENT SKPER 0RIVE KEY MAP SCALE: 1" = 200' PUMP HOUSE EXISTING CONDITIONS/PARTIAL TOPOGRAPHIC MAP OF: LOT 10 - STIRLING RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTION 29, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 1 SAT LITE DISH 1\`'9 7158.91' . .. �.... CENTERLINE 1.5' TRENCH DRAIN 17158.32 7158.43 CONCRETE DRIVE WAY' ° 7158.34 R AWING WALL OLYMER BASIN TANKXID 7158.62 GARAGE 0 tct „RETAINING WALL TWO STORY MASONRY/STUCCO HOUSE W/ CRAWLSPACE TWO -BEDROOMS + FF 90 ot *a wat INTO i ` fb alitt\ �r se�.-r Arrilltrit 71p9 i2! a 4W5 1.0 IMP lip SP lip lir ipar or • 111 • qmp ear op • •• a ea • qmp It tea..a'Sia;'sa •.mss + FF 7160.08 7159.81 7159.76 7 7.38 7160.82 ONE STORY MASONRY/STUCCO HOUSE SLAB ON GRADE TWO -BEDROOMS FF 7156.82 ciN 06) 7156.64 $ITE BENCHMARK �\ -o 157.53 7156.37/ 7156.75 / m 7156.68 v m GRAPHIC SCALE 0 5 10 20 ( 114 FEET ) 1 inch = 10 ft. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN ,yFARSFROM THF HATE OF CERTIFICATION SHOWN HFRFON PLANTER EXISTING 1 GALLON SEPTIC TANK 2 -COMPARTMENT CONCRETE PERMIT #1689 24'X40' ABSORPTION FIELD ifs EXISTING 1250 GALLON SEPTIC TANK 2 -COMPARTMENT CONCRETE PERMIT 11580 11 'X30' ABSORPTION FIELD IRRIGATION VALVE 7159.17 c(? TREE LEGEND (CALIPER =" DRIP DIAMETER =') (TRP = CONIFER / TRD = DECIDUOUS) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 23) 24) 25) 26) 15"X 20' TRP 15"X 20' TRD 10"X 15' TRD 8"X 12' TRD 12"X 20' TRD 7"X 12' TRD 4"X 8' TRD 6"X 12' TRD 4"X 8' TRD 4"X 8' TRD 12"X 20' TRP 12"X 20' TRD 6"X 10' TRP 6"X 12' TRP 3-4"X 6' TRP 11"X 15' TRP 11 "X 15' TRP 1/"X 15' TRP 11"X 15' TRP 8"X 12' TRP 12"X 25' TRD 10"X 20' TRP 10"X 20' TRP 6"X 10' TRP 10"X 15' TRP 12"X 20' TRP SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM a x gas] 8 cv (>4 0 x •7158.01 VICINITY MAP SCALE: 1" = 2000' LEGEND GAS MARKER TELEPHONE PEDESTAL SEWER CLEANOUT GAS METER CURB STOP WATER HYDRANT ELECTRIC TRANSFORMER LIGHT IRRIGATION VALVE GAS METER WOOD FENCE WIRE FENCE SPOT ELEVATION SURVEY NOTES 1) DATE OF SURVEY: August 16, 2011. 2) DATE OF PREPARATION: August - September, 2011. PROPERTY DESCRIPTION LOT 10 STIRLING RANCH PLANNED UNIT DEVELOPMENT RECORDED MAY 14, 2002 AS RECEPTION NO 603325 COUNTY OF GARFIELD STATE OF COLORADO 3) BASIS OF BEARING: A bearing of 5.89°28'25"W. between the North Y4 of Section 29 and the Northeast comer of the NW Y of the NE Ye of Section 29 both in Township 7 South, Range 87 West of the 6th P.M., as shown on the Final Plat of Stirling Ranch Planned Unit Development as noted below. 4) BASIS OF SURVEY: The Final Plat of Stirling Ranch Planned Unit Development recorded in the Office of the Clerk and Recorder of Garfield County on May 14, 2002 as Reception No. 603325, various documents of record and the found monuments shown hereon, 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights-of-way and/or title of record SE relied upon the items outlined in Note 4. No Title Commitment was used in the preparation of the survey. 6) Basis of elevation: Project based on Global Position System (GPS) observation utilizing the 2009 geoid model (geoid 09) and based the 1988 North American Vertical Datum (NAVD), this established a Site Benchmark Elevation of 7157.53' on the Finished Floor at the entry in the Southwestem side of the house, as shown. 7) This existing conditions/partial topographic map in no way represents a land survey plat or a boundary survey of the shown property. No Title Work was reviewed for this map. SURVEYOR'S STATEMENT I, Mark S.:: ;eby state that this existing conditions/partial topographic map was prepared by Sopris Engineering, LLC for Glenn I• : and correct to the best of my knowledge and belief. Rappaplirca[� fhet�i Ma S:Beck1 f,::' . #2866 S9 AJS 11145 09-07-11 11145-BASE-26280.DW0 �.J ; west view family room entry 100 a.d.0 kitchen 101 southwest view master bath 105 northeast view z i 47figli 01 existing floor plan-. remodel area 11 /4" = project scope • new windows • new exterior doors • new kitchen (a.d.u) • new bathroom fixtures + finishes • repair/replace roof + soffit as required • new radiant topping slab in family room • replace boiler + water heater • install w/d unit at mech. closet • interior door + wall adjustments *no additional square footage is proposed no alterations to existing landscaping for this phase of construction n .1 issue: 07.27.11 08.02.11 08.17.11 09,09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powel I_A 1.0 tin •r•+ v ▪ uall 4) co" Jig o rti 8 _p U ittica a GC to- t0th F, a. m sistg 03 0 " ar ti VN C O cm d sheet title: project information scale: v4„ =1,_o. no: A1.0 master bedroom 104) slate tile Gdo\ $t.o. existing sto X4468'-3/4" a.d..(kitchen \ \ master closet 106 slate mel family room 100 slate the $t.o. existing stone +100'-0" 9 >- 00 demo floor plan 1/8" = • • • • • • remove all stone tile base trim remove all kitchen applicances + cabinetry remove all bathroom fixtures, shower in bathroom 103 to remain relocate doors per proposed plan remove exist'g water heater and boiler remove all stone window sills Oexisting floor plan 1/8" = 1'-0" *notes provided in 3/A1.0 provide general exterior and interior new wall construction scope. see enlarged plans and schedules for more information. master bedroom state tile raise family room floor to equal kitchen #4* t.o. finish fir. +108'-3/'' mech. close a.d.u. kitchen (101J to tile closet bedroom 102 slate We master closet 106 slate tdI ob to. finish fir. +108'-314" t li; aster �� r b.throom /• �' family room 100 slate tib $t.o. finish flr. +108'-3/4" new entry wall new wall and door locations fill in existing wdw (wood infill or other) 2 00 105 late tile fill in existing wdw (wood infill or other) fill in existing wdws (wood infill or other) proposed floor plan 1/8" = 1'-0" • new walls to match existing in color and finish unless otherwise noted ❑ existing ✓ i • demo new n d V d 175 issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A1.0 black shack architects CI; (0 00 D u carbo. co0. M C c atTin a 970 927 0635 t 970 927 0654 f sheet title: existing, demo, + proposed floor plans scale: 1/8" = 1'-0" no: A1 .1 111111111111111 issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A2.1 rel co 0 4 to in m r• sar o r 0 0 O. 70 927 0635 sheet title: proposed floor plan scale: 1/4" = 1'-0" no: A2.1 70 927 0654 key plan n.t.s. new operable wdws, re: schedule new operable wdws, re: schedule existing bedroom closet shelving to remain new linen closet shelving new stl. handrail master bedroom 104) slate tile clean + save wdw wall replace with lift + slide (or sim.) doors fill in exist'g wdw to add medicince cabinet –) 63°I n stl handrail N reverse door swing + add auto closure new operable wdw, re: schedule 2 raise family room floor to e•ual kitch new window units (re: schedule), provide headers per struct. new glass door, re: schedule 7'-0"Hx14"D cabinet/shelving EQ. CATV family room (100) slate the EQ. . t.o_ finish fir. +108'-3/4" LED strip, underside of 4" butcher block overhang bar height (42") butcher block counter, stl 1-Y2"x3/8" "L" supports as req'd (see detail, A6.1) stnlss stl counter w/ integrated 24"Wx16"Dx10"H sink CATV stacking w/d unit (instant hot water heater above) butcher block table stnlss stl counter at closet linen X11 bedroom master closet 106) slate He �fJ re t.o. finish fir. :'-3/4" 302' s Bathroom 103 door 102 slate file relocated bedroom 102 door new walls to match existing extensions o• master bathroom 105 notes: • new sink + vanity • new medicine cabinet • replace toilet (dual flush?) • new tub (gunnite?) • replace shower fixtures fill in existing wdw to add shelving, exterior wood infill or other new operable wdws, re: schedule fill in existing wdw to add shelving, exterior wood infill or other bathroom 103 notes: • new sink + vanity • shelving • replace toilet (dual flush?) • replace shower fixtures • new frosted glass shower door + frame, glass block walls to remain • new glass exterior door clean + save glass wall new wdw wall, operable units re: schedule kitchen 101 notes: • complete demo of exist'g • new sink + faucet • new stnlss stl + butcher block countertop • new base + upper cabinets • cook top • convection microwave oven • undercounter refrigerator (2) • wine storage • 24" dishwasher • 15" ice maker • new electrical (outlets, lighting, etc.) ? garbage disposal 01 proposed floor plan 1/4" = —new door, re: schedule new operable wdw, re: schedule fill in existing wdw to add art wall, exterior wood infill or other new operable wdw, re: schedule new wdw wall (2 operable units), re: schedule fill in existing wdw to add art wall, exterior wood infill or other new entry roof above, re: A4.1 new entry step, +/- 8" rise from fin. grade. (locate above exist'g foundation) new 3-0 entry door + sidelight, re: schedule electrical notes: • verify all outlet locations and quantity (floor outlets in family room) • AV wiring as required • add new ceiling fans in family room and bedrooms ❑ existing • new n ke lalan n.t.s. Mir powell residence 11.30.11 ing flat Per the revised"proposed roof repaired anplan" on d a newthe attached A2.2 heet, the memb ane added. No additional oroof area cloudeddedwillbe framing will be added. APPROVED SUBJECT TO NOTED 'LXCEPTIONS & INSPECTIONS GARFi LI) COUNTY �SUILDi -G DEP '; NT Date By F LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of GtraliN.RAPPAPOA'f 9-W3 black shack architects lino o' phase 2 ,v' o enarg basalt colorado 81621 blackshackoffice.com ph 970 927 0635 fx 970 927 0654 4te of eaxroa woes below (v.I.I.I Iyro 01 toot Ova l uq (v.LL.) 0 q proposed root plan 1 Va 1J' e xisting root notes: seam to maim e.rsfg • .'SIO. owning neat eN t met %Rb neve snWtq altar" 2 moirg Mirkvt BM Mmencwni • Wait all eels[.) pereeathns and mermranev • ,enelr a0 soon areas 0 area of exist'g flat roof to be over -framed (re: struct.) 1,10.: 07]7.11 08.02.11 05.17.11 09.08.11 10.07.11 11 30.11 704 skipper lane carbwldalo. co coo141817n 9emmalon ORB seer beg gaga iambi mnnWNOn Cwge —r MC PawSl.� 1 thee S: proposed roof plan va: e no: A2.2 replace metal roof line of phase 2 roof overhang match slope of neighboring exist'g roof line of exterior walls below (v.i.f.) line of roof overhang (v.i.f.) O1 •ro•osed roof .Ian 1/4" = 11-0" new entry roof below s existing roof notes: • replace existing metal roof with new standing seam to match exist'g phase 2 roofing (color and dimension) • repair all exist'g penetrations and membranes • repair all soffit areas n issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A2.1 ;tee re r - CV try v e• ad 0 ({ 0 gol N lC (11 al Irin Q. in d !L b' (0 tC l� -et: a (c 0 ✓ L k N c1 • C 0) �;. r O Oh sheet title: proposed roof plan scale: 114" = 1'-0" no: A2.2 8 10 9 6 7 key plan 11 5 2 3 4 n.t.s. 0 CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY des of heating, cooling and service water beating equipment. Where ages -fired invented room hmrer, electric furnace. or base- board electric heater is installed in the residence, the certificate shall list "gas -feed unnamed room heater." "electric furnace" or "baseboardelectric heater:' as appropriate. AAefficiency atlall not Ix listed for gas-fired unvented room beaten, electric furnaces or electric baseboard heaters. SECTION 401 GENERAL .1 Scope. This chapter applies to residential buildings. .2 Compliance. Projects shall complg with Sections 401. 4. 4023, and 403.1. 403.2.2. 403.2.3, and 403.3 through 9 (referred to as the mandatory provisions) and either: I. Sections 402.1 trough 402.3.403.2.1 and 404.1 (pre- scriptive); or 2. Section 405 (performance). 4013 Certificate. A permanent cenificate shall be posted on or the electrical distribution panel. The certificate shall not cover obstrtlet the visibility of thecircuitdirectory label. service dis- connect label or other required labels. The certificate shall be completed by the builder or registered design professional. The Certificate shall list the predominant R -values of insulation installed in et on ceiling/roof, walls, foundation (slab, baremenr ictal*, crawlspace wall and/or floor) and ducts outside condi- tioned spaces; U -factors for fenesvation and the solar heat gain coefficient (SHGC) of fenestration. Where there is mom than one value for each component, the certificate shall list the value cover- ing the Ingest area. The certificate shall list the types Laid CHcien- SECTION 402 BUILDING THERMAL ENVELOPE 402.1 General (prescriptive). 402.1.1 Insulation and fenestration criteria. The building thermal envelope shall meet the requirements of Table 402.1.1 based on the climate tone specified in Chapter 3. 402.1.2 R -value computation. Insulation material used in layers, such as framing cavity insulation and insulating sheathing, shall be. summed to compute the component R -value. The manufacturer's settled R -value shall be used for blown insulation. Computed R -values shall not include an R -value for other building materials or air films. TABLE 402.1.1 Elft` CLIMATE ZONE IALIJE L _ FACTCR' .....,.✓...-viii..-.-..__.__..______..-_.._ II -FACTOR GLAZED SIM" 030 AVALUUa CEILING 30 WOOD *AWES 13 13 - MASS MILL AVAuIW 3/4 4/6 FLOOR AVALUt 13 13 BAEEIVinr WALL SWAWE 0 0 SLAV' *DEPTH 0 0 CRAWL MCC WALL NVALUE 0 0 1 1.2 0.75 2 0.651 0.75 0.30 30 3 0.501 065 030 30 13 13 5/8 5/10 .19 19 5/13' 10113 0 10,2 ft 5/13 _ 10(13 4except Marine 0.35 0.60 NR 38 5 end . 435 R60 NR 38 20 or 13+5' 13/17 30' 10/13 10.2ft 10/13 6 0.350.60 2-0 NR 49 20 or 13+3' 15/19 30/ 15/19 10.4 ft 10/13 7 and 0.35 iml.gr NR 49 LI 1Vrei hen mew as -•n num Fen SI: I foot - 304.8 min. a R -values are minimums. Wick tors and SHGC arema imums. R.I9 bans compressed I Mos nominal 2 k6framingeavkynth aatlheR value isrcdocedby R-1 or more shall be narked with the compressed batt It -value in addition to the fill thickness R-velue. h The fenestration V-frsor column excludes skylights. The SHGC column applies to all glared faiesuahon e. -15/19- means R.15 continuous insulated sheathing on the interior or etncior of the home or R-I9cavity insulation ettbc inknorofslm basement well -15/1r shall be permittedtotemet with R. 3 cavity insulmmi on the lnkroroltheb snneni wall plus R-5mtnnwsus insulated sheateingoo the inserturorenerisvoftbc Immo"10/13" meamR-10 euntinuousmsuntedsheathing on dkiotcriororeateriorof the home orR-l3 cavity insulation sr the sntoimof the Nuanced wall. d R.5 shall be added in the required slab edge R -values sot heated slabs. lnsuation depth shag be the depth of the footing or 2 feet. whichever is kat in Zan"s 1 through 3 for heated slabs. e. There ate no SHGC togwrvnlcnss sir the Marone Zoete. r. Basement wall insulation is not required in warm -humid locations as defined by Figure 301.1 and Table 301.1. g Or msuatwe adfficlent w 611 the framing cavity. R-19 minimum h. "13+5' means R-13 cavity ,mutation plus R-5 imulased sheathing. If structussl sheathing cocas 25 petceM at less or the carotor. itsWa:Mg sheathing is not 'emitted where suoctuml %berthing is used. If xructwal sheathingco etsmore than 25 percem of exterior. suucmml sheathing shall be supplemented with irw- luted sheathing of at least R-2. i The second R -value apple. when Thom than half the insulation k on the intcnm of the,nass *o1I 1 Fot impact ratedferkumtion complying with Section R31112.1.2nfthe rmemarionaIRteakkmial Code or awn1608.1.2cf the /nremarimal Building Code,the ma vimunr C -tenor shall be 035 ,n Zone 2 and Red ire Zone 3. 2009 INTERNATIONAL ENERGY CONSERVATION COOEt 27 wood panel infill (replace existing window) window schedule mark type qty. frame size manufactuer notes \ lIL \ L w i h living -100 a casement 3-0 1 2-8 3-0 marvin 1 OOb b full lite 3-0 2-0 4-8 " explore lite insert to exist'g wood door C " solid core 2 3-7 ? " for construction only d fixed I 1 2-5 4-3 marvin or sim. add operable portion option. e fixed 1 - - existing clean. keep if possible. f casement j 2 2-0 3-83/4 3-83/4 marvin awning optional g fixed 1 4-63/4 h i 1 4-0 6-3 lift + slide optional i fixed j 1 8-4 6-3 " I fixed j 1 3-3 10% areuse existing if possible k tilt + turn .1 2-4 4-10 " i 1 3-0 . 3 -11 M l 1 1 1 I 14-8 Y2:3-11 new sill height. fl fixed 1 1 - - existing clean. keep if possible. o tilt + turn i 4 2-10 3-0 marvin p 11 3-3 3-0 q awning 1 4-6 1-9%2" marvin r fixed iii, 1 11-0 3-0 marvin s tilt + turn i ; 1 4-0 3-0 t fixed i 6 - - existing install adhesive frosted film U tilt + turn ( 1 2-5 2-5 marvin general window notes: • all stone window sills to be removed and replaced with concrete mortar mix • match exist'g finish unless otherwise noted • verify all r.o.'s in field to accept new window frame sizes per manufactuer • all wdws/doors to meet or exceed U =.35 as persribed by table 402.1.1, 2009 IECC (see table below) door schedule- exterior mark location size hardware manufactuer notes general door notes: • match exist'g finish unless otherwise noted • verify all r.o.'s in field to accept new doors 0 ©l 0 U \\ 1 / ‘105 C3 U O 0 0 N 00 raise sill (match window I), wood panel infill wood panel infill (replace existing venting) 06 11 O U 0 4-1 /7 partial elevation @ entry roof new entry roof, ipe 1x6 boards 3" stl pipe col. 09� *wood exterior wall infill option: • butted 1x6 ipe w/ rigid insulation (x 05 \ _-7'%_ / i w h \ lIL \ L 1 OOa , living -100 full lite 3-0 j 7-0 lockset marvin or sim. 1 OOb " full lite 3-0 ! 6-6 explore lite insert to exist'g wood door 1 OOc " solid core 2-10 6-8 passage for construction only 103a bath -103 full lite 2-6 16-8 deadbolt marvin or sim. 104a master -104 1 " I 6-0 ! 6-8 privacy 2 panel lift + slide general door notes: • match exist'g finish unless otherwise noted • verify all r.o.'s in field to accept new doors 0 ©l 0 U \\ 1 / ‘105 C3 U O 0 0 N 00 raise sill (match window I), wood panel infill wood panel infill (replace existing venting) 06 11 O U 0 4-1 /7 partial elevation @ entry roof new entry roof, ipe 1x6 boards 3" stl pipe col. 09� *wood exterior wall infill option: • butted 1x6 ipe w/ rigid insulation (x 05 \ _-7'%_ / >s' / \ \ lIL \ L \Q --\ 0 J 1 04 08 ( J 03 *oblique entry roof not shown for clarity (elev. 03 + 04) 10 C) C3 C ) 0 1 0 wood panel infill (replace existing window) 07 t- 01 issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A4.1 13LEi N P.1,?PAPORT 3.2513 °lack shack ar tV tr 0 0 (u G. fa. co L 1Ts sheet title: exterior elevations + schedules scale: 1/4" =11-0" no: A4.1 970 927 0635 t 970 927 0654 f \ / / \ // / <-t / N\ / \\\ \ v N n \ N / \ `N / \ iN, \ 1/ C� I V lIL 07 t- 01 issue: 07.27.11 08.02.11 08.17.11 09.09.11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powell_A4.1 13LEi N P.1,?PAPORT 3.2513 °lack shack ar tV tr 0 0 (u G. fa. co L 1Ts sheet title: exterior elevations + schedules scale: 1/4" =11-0" no: A4.1 970 927 0635 t 970 927 0654 f key plan N n.t.s. sub -zero UC -151(P)0 ice maker hansgrohe faucet (model no. 04247800) asko D5894XXLF1 dishwasher N N / 03 new wall extension to match exist'g int. wall fin. plywood cabinets w/ tbd color lacquer finish (under area of stnlss stl counter) N 20" recessed LED ribbon butcher block counter, stl supports as req'd stnlss stl counter over 3/4" ply, wrap up backsplash (typ.) 5/8" gwb %2" gwb 2x4 stud wall (2x6 if req'd) plywood cabinet box finished floor i U K N N N J N i 02 wolf CT30G/S gas cooktop sub -zero 315W/S wine storage wolf MWC30 microwave convection oven bar counter section detail n � 3" 6" 01 1' smoked glass doors. hafele garage style frame sub -zero 700 BR refrig drawers sub -zero 700 BC(I) combo drawers butcher block table w/ stnlss stl frame issue: 07.27.11 08.02.11 08.17.11 09.09,11 704 skipper lane carbondale, co coordination coordination DRB review bldg permit submittal file: powel I_A4.1 black shack arc sheet title: proposed interior details scale: 1/4" = 1'-0" no: A6.1 Rt 76 t 0 0. 0. o. (C c c c) 0) 0 .!3 0 a. 970 927 0635 t 970 927 0654 f