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HomeMy WebLinkAboutPlans (2)ZONING INFO : Rural Min. Lot Size: 2 acres Lot size: 2.92 acres = 127,195.2 sq ft Max lot coverage: 15 %= 19,079.28 sq ft allowed Existing = 5534 sq ft Proposed 610 sq ft Total = 6144sgft Max. Floor Area Ratio: No Limitations Height Limit: 25' Front yard Setback: 50' arterial, 25 local Rear Yard Setback: 25' Side Yard Setback: 10' or half the height of the tallest building Note: highest point of existing building is 22'-0" = 11' setback EXISTING SQUARE FOOTAGE: Main House = 2984 sq ft sq ft Main Level Living Space: 2552 sq ft Upper Level Living Space: 432 sq ft Total Existing Living Space:2984 sq ft Entry Sidewalk 169 sq ft LOAFING SHED 12'x70' = 1008 sq ft TOOL SHED 10'X10'= 100sgft LAWN SHED 7'8X7' = 49 sq ft GREEN HOUSE 12'X18' = 216 sq ft POTATO CELLAR 48'X30' = 1440 sq ft (underground) EXISTING DRIVEWAY AND PARKING 6185 sq ft PROPOSED SQUARE FOOTAGE: Main Level Living Space: 610 sq ft Upper Level Living Space: 278 sq ft Total Proposed Space: 888 sq ft CODE NOTES: 1. Minimum Insulation Requirements: R-20 Exterior Walls R-38 Roofs R-10/24" Slab & Below Grade perimeter U-35 Windows 2. Points of Infiltration shall be caulked, gasketed,weatherstriped, or sealed. 3. Stairs Stair case shall be a minimum of 36" wide. Handrails are not to project more than 4.5" into each side of the stairway width. Stairway width not to be less than 31 1/2" between handrails Top of handrails should be placed not Tess than 34" or more than 38" above the nosing of the tread. Walls and soffit under stairs shall be protected on the enclosed side as required for one hour fire resistive construction. Handrails on open side of stair must not allow a 4" dim. sphere to pass through. 4. Hardwired smoke & Co2 detectors w/ a battery backup are required in each sleeping room & adjoining area. Minimum one detector per story & basement. Smoke detectors must be Interconnected & audible from all sleeping rooms. 5. Provide a floor drain in the utility/ mechanical room. 6. Slope grade from foundation starting 6" from top of foundation down 6" in 10'-0". 7. Refer to local building codes for further. "DRAWING INDEX: A1.0 Cover Sheet A1.1 Site Plan A1.2 Main, Upper, & Roof Level plan A1.3 Building Elevation A1.4 Building Section A1.5 Building Section S.1 Structurals S.2 Structurals PARCEL:2391-213-00-241 LEGAL DESCRIPTION: LOT 1 A tract of land situated in the NW 4 SM section 21, Town Ship 7 South, Range 87 West of the 6th Principal Meridian, said parcel of land is more particularly described as follows: Sem PIA4 A-H-ArAymew15 Zel IAS re„ l ttAd APPROVED FACTMONS INSPICHIOn GARFIELD CQIJNTV BUILD /E P DotsBUILD F r+o mantertos WITHOUT 'FUSE PLANS OIW SITE. PP of Beginning at a point on the west line of said Section 21 whence the West Quarter Corner of said Section bears N 00* 20' 43 E 585.7 feet; Thence S 00* 20 '43" W 716.65 feet along the west line of said Section to a point on the northerly right - of - way line of the county road; Thence S 89* 23' 23" E 235.65 feet along the Northerly right - of way 35.02 feet; Thence North 497.89 feet; Thence N 48* 57'35" W 260.25 feet to the •oint of the beginning. Containing 2.92 acres more or less. See Feu' 58pyes A /. Z, A !. 3� Apo/ 51/ Ab ed 04r 7Lp/ins p No rn 1.1303 ,p [ o C .a Z C E U 61 C w cuU7 e H E N hI 0 = 631 O m CL 4 —7 PUdersan Architectural Senates I. L Is do ernod the °Libor aro owner of the Jassy end stall (Main el common Iaa statuary other reserves tabu Incmdng copyrgnt 'coarsen A'cntledute Servces L I C ports the owner e nonexclus W Schnee to reproduce 'hose cravings adely for the pJrposes of conslfnding, Using and maintaining? is propct or tho above dsdosed parcel of land wPE DE SE\ ARCHITECTURE 222 MAIN STREET, CARBONOALE, COLORADO 81623 PEOERSENARCH.COM 1 910.709.0243 I LESS®SOPRIS.NET An A.D.U.of r: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAWING: Cover Sheet ISSUE: SHEET ij Seo' 7, 1.1)2012 1/ A 1 • �i Sxistin. Ha Stack and 7080' • • IN ; • • N xistin. tack / Feed Rml �xistin• Loafin• Shed existing potato Cellar Proposed A9Ur parking Pro7osed A/ PU, N N N N • • N N LOT 1 2.92 acres+/ - N N 7082' 7084' 7086' 7088' 7090' 7092' 7094' 7096' 7100' Proposed 2rainage Swale 0' 2"x 101 Waterl ine Sasement existing Well Loca-ion existing Green House existing 10,000 Ga. Cisc..ern 7114' existing Primar Residence Sxisting �ntxu side walk existing Garbage Enclosure 7120 7122' L_r_ 4 7124' 7126' — _.&co M setback- 75.o' mdr. 5B97J7Jt 23565' County Road 102 7132' 7134' �xistin� Sasemen-. for Irri.a-,ion Wate 7138' • • LOT 2 2.07 acres+/- Note:this part Jacquemin S But it is not in of the ubdivision, consideration SB92.Yl3 E 3502' 25' County Road Easement 7140' 7142' 7144' PROPOSED ZONING / SITE PLAN 7146' 7148' 7150' 7152' 7154' 7156' 7158' 1 7160' 1/40" = 11-0T' 1 7162' • proposed 1000 da sep-,ic tank and leach Proposed A.P.U. • • • • • • • LOT 1 2.92 acres+/ - • • Sxisting Infiltrator Leach ie existing 2iversion Sox existing 5e2-,ic I000•aI Tank �xistin• 1.1r6r fele hone Line Sxisting electric Meter & Shut off Sxistin. Under round Slectric line Sxistinq \atural Gas line Existing Telephone Pedestal County Road 102 xistinci Power Pole • • f f t --4 LOT 2 2.07 acres+/- Note:this part of the Jacquemin Subdivision, But it is not in consideration 10,000 galbn astern for fire suppression and rogation " titan pvc Irraatwl bre from Maw*aln Meade#s Middle ditch 25' County Road Easement PROPOSED UTILITY / SITE PLAN 1/40" = 11-0" GENERAL UTILITY NOTES • 1. THE LOCATIONS OF UNDERGROUND UTI LINES HAVE BEEN BASED ON UT1UTV SURVEYS ACTUAL FIELD UTILITY LOCATIONS. THESE UTILITY LOCATIONS AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 2. ALL DOMESTIC WATER UNES SHALL BE INSTALLED WITH Ael FOOT MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTIUIIES ,THE PROPOSED MIVN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MNNTAINED, 3. MAINTAIN A DISTANCE OF TEN FEET BETWEEN DOMESTIC WATER UNES AND SANITARY SEWER UNES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE. THE ELEVATION OF THE THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. 4. THE CONTRACTOR SHALL INSURE THAT ADEQUATE BACK FLOW PREVENTERS HAVE BEEN INSTALLED ON ALL NEW WATER SERMCE CONNECTIONS. 5. ALL MAIN AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL BE BROUGHT TO* BELOW FINISH GRADE. S. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD , SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LADLE FOR ANY DAMAGES TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. 7. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THE AREA WITHOUT THE THE PRIOR EXPRESSED CONSENT OF THE OWNER AND TOWN RER 8. THE CONTRACTOR IS 10 NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS. 9. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WTIH THE RULES AND REGULATIONS OF THE STATE OF COLORADO AND GARFIELD COUNTY 10. ALL SEWER UNE CONNECTIONS SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN ()ESTATE OF COLORADO AND GARFIELD COUNTY SANITATION DEPARTMENT 10. NEWWA1ER LINES SHALL BE PRESSURE 1ta1EU. SITE UTILITY NOTES 1. CONTRACTOR TO VERIFY SIZE AND LOCATION OF THE EXISTING WATER UNE PRIOR TO CONSTRUCT WN, REMOVE THE EXJSTING WATER SERVICE I INF, AND INSTALL A 4 INCH WATER SERVICE CONNECTION TO EACH BALDING. 2. CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING SEWER MAIN, AND INSTALL A FULL BODY WYE AND a SEWER SERVICE TO THE BUILDING 3. PROPOSED ELECTRIC. TELEPHONE, AND CABLE SERVICE . CONTRACTOR TO PROVIDE ALL CONDUIT, TRENCHING, BEDDING, AND BACK FILL, AND COORDINATE ALL UNE WORK WITH THE UTILITY PROVIDER. 714E UTIUTY PROVIDER I5 TO PERFORM ALL UNE WORK NECESSARY TO PROVIDE SERVICE TO PROPOSED BUILDING. �Ft I fr — —Ni— Pedersen Architectural Santee LLC. is deemed rhe aura and owner of alis design and shall retain all common low. steamy other resorted fights Inducing copynytt. Pedersen Architected Samosa L L.0 gats are owner a nonecWeko license to reproduce these draMngs solely for me purposes of consauding, using and ntntsning this project on the abbe dsdoeed parcel of lard. wPE DE ARCHITECTURE 222 MAIN STREET, CARBONDALE, COLORADO 81623 PEDERSENARCH.COM 970.704.0243 I JESS@SOPRIS.NET An A.D.U. for: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAWING: PROPOSED SITE PLAN ISSUE: SHEET # 1A1 .1 Sept 7, 2012 KITCHE f.0 PLATE EL - .-1181-8 7/8" IiAI7ER Hf. EL- -117'-9" f.O,PLATE EL- -109'-8 7/ 8" 2 nil FLOOR 1t1cer f,0. PLY EL- -109'-0" HEADED Hf. EL- -106'-8" 1st. FLOOR fEIGHf 1.0, CONC EL- -100'-0" f.0 PLATE EL- -120'-9" IEfVVER Hr. EL- -117 -3' C.O. PLATE EL- -109'-0" ri) rr 12 efe Meg unk 1411117 Zoe ��rz oobev eI (it Vevt+eS C9p-h on rTh 12 BEDROOM LOFT LIVING/DINING BATH COVERED DECK i 0C2 BUILDING SECTION 1/4" = 1'-0" 263 st ft L A ) 5L0PE12 ROOF CON5TRUC110N: Metal a corrugated panels install in continuous lengths fasten w/ screws w/ neoprene washers 0/ Ice and water shield 0 roof' decking 0/goof framing ( ref structure) W/ Batt, Insulate (L-38 W/ Vent insert pane 0/ Finish Ceiling Material TYPICAL WOOL FRAME WALL CONSTP,UC110N: See building Elevations for materials 0/ building wrap 0/ _ cdx 0513, sheathing 0/ 2x6 stud @ 16"o,c, W/ R -2I HP 'att insulation 0/ vapor barrier 0/ Finish wall Material TYPICAL FLOOR CON5UC110N: Finish Moor 0/ i" thick 0513. 0/ floor framing assemble W/ full sound bans or F-58 HP batt insulation 0/ Finish ceiling material TYPICAL 5-W CON5TRLC110N: 4" radiant heat structural slab 0/ Reflective rubble barrier Insulation 0/ 4" gravel on undisturbed earth or 98% compacted fill ins at finish slabs provide saw cut expansion joints ok, TY9ICAL FOUNPA110N WALL: Water proofing applied over 8" structural concrete wall W/. lily vent 1, R -I 5 HP batt insulation in 2x4' 5 at Interior wallkira 2, 2" R-15 rigid Insulation @ exterior 5/4 ''s z 1 to/zy u pernvflr rr C3, Foam Block form Hc,,f.eciC Slobs Add R 12>20-1.tde_ _rcp 144*071x4arers /ksf#7ll4 71,4 'feu Gcdrhons pouHd . /W57e cm. • Ice and water shield Vent Insert Panel & continuous air space from cave to cave vent cdx plywood cr osb ra7f decking EVE DETAIL SCALE: 1/2" = 1'-0" 5 2 rd E.00121{10 -If 1.0. PLY. EL- -109'-0" 1st. FLOOR Iftatr f.o. CONC. �Ir -IOU-OT COVERED DECK BUILDING SECTION 1/4" = 1'-0" 263 st ft BATH KITCHEN TYPICAL WOOP MANE WALL CON5'1C110N: See building Elevations for materials 0/ building wrap 0/ _ cox 0.513, sheatming 0/ 2x6 studs X16 o.c, W/ I HP bath lose 0/ vapor barrier 0/ Finish wall Material TYPICAL FLOOR C0N5RUC110N: Finish Floor 0/ i" thick 0,513, 0/ floor framing assembly W/ full sound batty or 1:1-8 HP batt insulation 0/ Finish ceiling materia 1"YPICA, SLAB CON5TR.,CTION: 4" radiant heat structural slab 0/ Reflective rubble barrier insulation - 12-S wu in 0/ 4" gravel on undisturbed earth or 98% compacted fill at fin;sh slabs provide saw cut expansion joints ok. TYPICAL FOUNOA110N WALL: Water proofing applied over 8" structural concrete wall W/. 1, R -I5 HP batt insulation in 2x4's at interior wall 2, 2" R-15 rigid insulation @ exterior — R 0/rn" plus g -S Pvicatsbrk9 Pudding wrap 0/ 053 sheathing goof material - see elevations Ix4 SLEEPER t' 24" 0.C. + / -0/ 2x r.s. cedar fascia EVE D ETA I L 2x exposed roof rafter T. B EL. =109 —0 6x r.s, d.f. beam 6x 6 r.s. d.f, post SCALE: 1/2" = 1'-0" EVE DETAIL SCALE: 1/2" = r-0" EVE DETAIL 4. 1 % SCALE: 1/2" = 1 '-0" Roof material - see elevations Ice and water shield Vert Insert Panel & caltiruct6 air space from cave to eave vent cdx plywood or osb rxf decking T.Q. BEAM EL. =109'-8 7/8" Flashing w/ drip Hardy soffit w/ contiruaas vent strip Siding - see elevation Building wrap 0/ 0513 sheathing Roof materal - see elevations Ice and water shield cdx plywood or osb roof decking T.O. PLATE EL. =109'-0" Flashing w/ drip Ix4 t.EEPER @ 24" 0.C. + / -0/ 2x r.s. cedar fascia Siding - see elevation Building wrap 0/ 053 sheathing Pedersen Architectural Santee LLC. is deemed the author and owner of this design and Ahel retain WI common law swum other fawned rights Including copyright %denten A/Ukehtual Services L C. grants me owner a naneairmve Acres to reproduce these Corm gs sofay for the puipoaes of constructing. usag end maintaining No Aadlec' on the above disdmat parcel of land tPE �E SSE ARCHITECTURE 222 MAIN STREET, CARBONDALE, COLORADO 81623 PEDERSENARCH.COM I 910.704.0243 I JESSOSOPRIS.NET An A.D.U. for: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAWING: PROPOSED Sections ISSUE: SHEET # 1A1 .4 Sept 7, 2012 r0 PLAT. �- -11E3'-7 5/8" ft -112 73 EL- -I12'-/8" —± 2 nd FLOOR Ilatf t.o, PLY. EL- -109'-0" 'tA17ER Nf EL- -106'-8" BEDROOM LOFT 15t. FLOOR I-flaar r.o. CONC. CL- - IOU 'O'r _- —� 0 or BUILDING SECTION 1/4" = 1'-0" 263 st ft SLOtNP ROOF CON5f1?UC110N: Methl,corrugated panels Install in continuous lengths fasten w/ screws w/ neoprene washers 0/ Ice and water shield 0 roof' decking 0/ Roof framing ( ref structure) W/ Batt, Insulation -3g W/ Vent insert panel 0/ Finish Ceiling Material DYPICA, WOOb FI?AMWALL CON5T1WC11ON: See building elevations for materials 0/ building wrap 0/ — cdx 0.513. sheathing 0/ 2x6 studs @ 16"orcr W/ OMPatt insulation 0/ vapor barrier 0/ Finish wall Material TYPICAL FLOOR CONSTR.aCf10N: Finish Moor 0/ ;" thick 05.13, 0/ floor framing assemble W/ full sound batts or F-35 HP batt insulation 0/ Finish ceiling material IYICAL 5LAf3 CON5TUCTION: 4" radiant heat structural slab 0/ Reflective rubble barrier insulation 14,5 w11 Vt 0/ 4" gravel on undisturbed earth or 98% compacted fill labs provide saw cut expansion joints ok. TYPICAL FOUNPAf1ON WALL: AdtUAlc. Vey&l9 ? See- - Vey. 1 -ed 915 l-4 45 Per 2-077 tvc, R8O .9 Water proofing applied over 8" structural concrete wall W/: I. III 5 HP batt insulation In 2x4' s at Interior wall 2. 2" f? -I5 rigid insulation @ exterior C3. Foam Block form Reoofcle .=ci= 04411u[AcriAYers 'pet/4(41704 5 p-oeh✓t-q iNSptcAori • 12-0 heoarsen Arcolecturel Seraces I. I C .s oearnea toe l.thcr a^a oerrr ol tris design ard .tell rete, al common law ete:',:ery other rase neo r.ghts Ineodrg copyright Pedersen NrllecWma Sentcea L L C. grants the owner 8 nanexdesw Iters. :o reproduce Mese drawings eddy 'or the purposes 01 constNdling, usng and rnainAnIng Chis tropot on Ma above dr:dosod parcel of land. E )E SSE ARCHITECTURE 222 MAIN STREET, CARBONDALE, COLORADO 81623 PEOERSENARCH.COM I 970.704.0243 I JESS®SOPRIS.NET An A.D.U. for: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County n A.D DRAWING: PROPOSED PLAN 1 ISSUE: ASHEET # July 24, 2012 STRUCTURAL GENERAL NOTES & SPECIFICATIONS ADU 1451 County Road 102 DESIGN DATA: A. DESIGN LIVE LOADS 1. Baste Roof Snow 50 PSF 4. Garage 50 PSF 2. Residential Floors 40 PSF 5..Wind 90 mph, Exposure B 3. Decks 50 PSF 6. S elemic Design Category C B. DESIGN CODES International Residential Code, (IRC), 2009 with the International Building Cod: (IBC), 2009 for additional information American Concrete Institute Building Code (ACI 318-99) American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Edition) American Institute of Timber Construction, Timber Construction Manual (AITC 5th Edition) National Design Specifications for Wood Construction (NDS 2006) GENERAL: 1. Any changes to the controct drawings shall be submitted to the structural engineer for approval. 2. 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 prior to fabrication or construction. Details an the structural drawings are typical. DO NOT SCALE DRAWINGS. 3. All openings through the structural system shall be approved by the Engineer. 4. Contractor shall provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold the structural elements in place during construction. 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 sholl Include, but are not limited to bracing, shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include Inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and programs incident there to. 6. Options are for the convenience of the contractor. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional engineering 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 ore exact with the exception of masonry and sawn lumber dimensions 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 engineer and the engineer 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 design live load per square foot. 11. Shop drawings shall be submitted to the architect for all structural items. The Engineers review is intended only as an old to the contractor for obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. The contractor shall review 011 shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. The shop drawings do not replace the original contract drawings. It Is the contractors responsibility to make sure items are constructed to the original drawings. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. FOUNDATION: A.A. GENERAL The foundation design was based on soils investigation by Hepworth-Pawlak Geotechncial, Inc. Job No. 104 200, dated March 30, 2004. Maximum allowable bearing pressure - 1,500 psf Minimum required dead load pressure - n/a Lateral soil pressure - Active 50 pcf 8. 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 reasonably free of water at all time and completely free of water during placement of concrete. C. BEARING REQUIREMENTS 1. Footings shall bear on natural undisturbed soli 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 engineer. 2. Building shall be founded on continuous concrete spreod footings placed on undisturbed natural soil. D. GENERAL REQUIREMENTS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation In crawl space areas as required by the I.R.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 hove all supporting slabs, permanent framing or temporary bracing to place prior to placement of the backflll (unless noted otherwise on plans). CONCRETE: A. CONCRETE REQUIREMENTS Concrete shall be mixed, proportioned, conveyed, and placed in accordance with IBC Sections 1905 and 1906, and ACI 301. Provide hot weather protection per ACI 305. Concrete place In cold weather shall comply with ACI 306R-88 "Cold Weather Concreting". 1. Cgnc eie _shcll_bave a minimum compressive strength at 28 days of: Walls & footings 3,000 psi Slabs 4,000 psi 2. Provide Type II cement throughout with 4% air entrainment. 3. Mechanically vibrate concrete. 4. No admixtures sholl be used without approval by the engineer. 5. Addition of water to the batch material for insufficient slump Is not permitted. 6. Do not place pipes, ducts or chases in the structural concrete without the approval of the engineer. 7. Thoroughly clean all case and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be In contact with aluminum. B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ACI 315. 1. Reinforcing bars shall be ASTM A615 -Grade 60. 2. Welded wire fabric shall conform to ASTM A185. Furnish In flat sheets only. 3. Concrete protection for reinforcement: Cast against and permanently exposed to earth 3 in. Exposed to earth or weather #6-#18 bar 2 in. #3-#5 bar 1 1/2 in. Not exposed to earth or weather slobs & walls 3/4 in. beams & cols1 1/2 In. 4. Reinforcing lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. 5. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom bars. 6. Discontinue one-half of horizontal steel across construction/control Joints. 7. Provide corner bars of equal size and spacing around all corners. 8. 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 corners of slabs. 9. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 10. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. C. SLABS 1. Provide control joints at 12'-0" max. spacing or as shown on the plans. 2. Provide minimum 4" compacted gravel under floor slab on grade. The material shall consist of minus 2 -inch aggregate w/ less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. 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 I and interior concrete masonry units not exposed to weather or earth may be Grade "N" or Grade "S", Type I. 3. All masonry shall attain 1,500 psi compressive strength (f"m) in 28 days. Special inspection not required. B. GROUT 1. All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type S. 2. Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 3,000 psi compressive strength in 28 days. 3. Grout lifts shall not exceed 4'-0" unless clean outs are provided. If cleanouts 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 #5 at 48" plus joint reinforcement (standard truss type) spaced of 16" on center except as noted. A bond beam shall be installed at floor levels, roof levels and top of parapet walls. Horizontal reinforcement to be placed in bond beam units, grouted solid. Vertical reinforcing as shown on plans shall extend full height of the wall in grouted cells, U.N.O. 3. Provide 1-#5 in grouted cell at all corners, ends of walls, each side of openings and both sides of control joints. 4. Lop bar splices 36 bar diameters. At corners and intersections, make horizontal bars continuous or provide matching corner 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" maximum spacing as located on the architectural drawings. 3. Provide masonry lintel bond beams as follows: a. Spans not exceeding 4'-8"; provide 8" deep beam reinforced with 2-#5 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. STRUCTURAL STEEL: A. STRUCTURAL STEEL Structural steel shall be detailed, fabricated and erected In accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Stondard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. 1. All steel shall conform to ASTM A36 except beams shall be ASTM A992 Grade 50 and tube columns which shall conform to ASTM A500 (GR. B) and pipe shapes which shall conform to ASTM A53 (Gr. B). 2. Bolts shall conform to ASTM A325N. Anchor bolts shall conform to ASTM A307. Bolt size shall be 3/4" diameter unless noted otherwise. Installation shall be in accordance with AISC Specifications for Structural Joints Using ASTM A325 or A490 Bolts, 1978. 3. All welds shall be made with E7OXX electrodes. 4. Prime all steel with approved primer paint to exposed bolts, welds, and abraded shop paint areas. 5. All column base plates shall have 1" minimum grout to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. 2. Expansion bolts shall be Simpson "Wedge-AII" or approved wedge type, installed in accordance with the manufacturer's requirements. 3. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. 4. Anchor bolts embedded In concrete shall be placed with setting templates. 5. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. C. STEEL CONNECTIONS 1. Provide bolted connections for steel beams per Part 4 and Port 5 of the AISC 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. 2. A minimum of two bolts shall be used for all connections. Size and grade shall be determined by the fabricator. STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood members shall be as described in the 2001 edition of the "National design Specifications for Wood Construction" by the National Forest Products Association and the WWPAW. 1. Unless otherwise noted on the drawings, wood framing members shall be Douglas Fir/Larch, Grade #2 or better. Redwood members shall be construction grade. 2. Sizes shown are nominal, except when noted as RC (Rough Cut) they are full dimensions. 3. All wood members attached to concrete or masonry shall be redwood or pressure treated lumber. 4. Block all joists and rafters per the I.R.C. B. FASTENERS AND CONNECTORS Alternate fasteners and connectors to those listed below, which have I.C.B.O. aprroval, may be used with approval by the Engineer. 1. Connectors shown on the plans are manufactured by the Simpson Strong -Tie Company, Inc. Connectors by other manufactures shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's recommendations for installation of connectors. 2. All timber nailing and connections shall conform to the IRC and AITC. 3. Bolts for wood member connections shall be 3/4" diameter, ASTM A307 with a minimum 1 1/2" washer at each end (unless noted otherwise). 4. Self -drilling fasteners for the attachment to structural steel shall be "Teks" fasteners as manufactured by Buildex. C. PLYWOOD SHEATHING Sheathing (Wood Structural Panels) for roofs, floors and exterior shear walls shall conform to DOC PS1 or DOC PS2, marked Exposure 1 or Exterior, unless otherwise noted. 1. Roof Diaphragms shall be 5/8", APA rated sheathing, 40/20 place with 8'-0" dimension perpendicular to the joist, rafter or truss span. End joists shall be staggered. Attach plywood at edges with Bd nails at 6" 0.C. and at intermediate supports with 8d nails at 12" 0.C. 2. Floor Diaphragms shall be 3/4", APA rated Sturdi-I-Floor, 24 0.C. place with 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with 8d nails at 6" 0.C. and at Intermediate supports with 8d nails at 10" 0.C. Sheathing shall be T&G. 3. Exterior walls and interior shear wall diaphragms shall be 1/2" sheathing, 24/0 with 8'-0" (or 9'-O") dimension vertical. End joints shall be staggered. Studs shall be 16" O.C. Attach plywood per IRC Table 602.3(1). Sheath all exterior walls full height. See plan for permissible areas of Densglass sheathing substitute. D. GLUE LAMINATED BEAMS Laminated member shall be designed and fabricated in accordance with "The Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber" published by the AITC and the appropriate Lumber Producers' Association. 1. Use exterior glue for all exposed laminated members. 2. All members exposed to weather shall receive one coat of end sealer at trimmed ends. Seal all exposed surfaces with sealer coot as soon as practical after erection. 3. Appearance grade shall be In accordance with the architectural drawings. 4. If beam is cantilevered and the cantilever is greater than one-third of the back span, install beam "TOP" down. 5. Allowable unit stresses for dry conditions of use required shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F -V4) unless otherwise noted on drawings. Fb=2400 psi Fv=165 psi Fc(perp)=650 psi E=1.8E6 psi Members stressed principally in compression or tension such as columns & truss members (AITC 24F -V8) Unless otherwise noted on drawings. Fc(parallel)=1650 psi E=1.6E6 psi E. MICRO -LAM BEAMS Micro -laminated members shall be designed and fabricated in accordance with the "National Research Board" and the "National Design Speciflcations for Wood". 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb=2600 psi Fv=285 psi Fc(perp)= 750 psi E=1.8E6 psi 2. Install micro -laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved by the engineer or the manufacturer shall not be made. 4. Micro -laminated lumber is marked on the drawings as "ML" and shall be 1 3/4" wide, unless noted otherwise. F. FABRICATED WOOD JOISTS (I -Series) I -series fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJI/210, TJI/360, TJI/560) are as manufactured by the Trus -Joist Corp.. Joists by other manufacturers may be used if the depth and deflection Is equal to or less than that of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer. 1. Fabricated wood joists shall be in accordance with the manufacturer's recommendations. 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. G. TIMBERSTRAND INSULATED HEADERS Insulated headers shall be Timberstrand LSL 1.5E Insulated Headers os manufacturerd by Trus Joist. The width shall be 5 1/2 inches with depth as shown on plans. SeeAL4 2x6 WALL 1/2" EXP. JT. MAT'L. 4" CONC. SLAB SEE PLAN ST.O. SLAB SEE PLAN 4 PLYWOOD SHEATHING, TYP. SEE GENERAL NOTES 1/2"0 x 10" A.B. 0 4'-0" 0.C., TYP. z Ij14 HORIZ. O 1'-6" Mme,_ #4x L 1'-3" VERT. 2-#5 CONT. e T.O. WALL s SEE PLAN III I I_III- 2-#5 CONT. TOP & BOTT. ssc T.O. FTNG. s SEE PLAN SEE PLAN C7;;vnivi . 1 1/2" 0 EXP. BOLTS 0 ENDS & 32" O.C. BTWN. T.O. SLAB s SEE PLAN 2 4" CONC. SLAB SEE PLAN T.O. SLAB SEE ARCH. A 10"0 PIER 39 WIRE TIES 0 12" O.C. -J U i• 6x6 POST CB66 POST BASE 4 4 • 4 r 4 e s 4 3-#5x 2" 4 CLR. VERT. 12" T.O. FTNG. SEE PLAN z 0 I 2'-000 "BIG FOOT" 3 2x6 FRAMING CONT1NOUS SHEATHING PLYWOOD SHEATHING 2x12 LGR ED E W/ 1-3 5/8" LEDGERLOK SCREW 0 16" 0.C. (STAGGER TOP TO BOTTOM; EMBED 2" MIN.) HANGER, LSSU RAFTER, SEE PLAN 4 INVERTED HANGER 1'-3" 2-7 1/4" LVL / 1/2" DIAM BOLTS EXTEND 1 LVL PLY TO LAP W/ RIM i BEAR 1 -LVL ON WEDGE BLOCK 2X6 FRAMING 6x6 POST BEAR IN WALL NOTE A: NOTCH 3" SEAT IN POST FOR LVL'S; LAP SIDE OF POST (2.5") ALONG SIDE OF LVL'S; BOLT W/ (2) 1/2" DIAM. BOLTS TREATED SILL PLATE CONCRETE WALL 5 ERNEST KOLLAR ENGINEERS, INC. CO 0 CO N N W CD H 5QD cn 0 H:U a 07 z Z Z Q co U M 0 c 0 0- CO N N r') 0 .C1) r- C 0)133 0) c ui a 0 amu) L • ^� O W p ig j, c c o O Z U Q) 112 E r U D 0 V1 Project Number: 1237 Date: 9-10-2012 PERMIT Drawn By: EPK Checked By: JP Scale: S.2 0 N 0 cY) 0) n I1 7124' n II 7122' 10'-1 12'-O" 9 7126' 0 A PROPOSED MAIN LEVEL P B 620 SQ FT 1/4" = 1'-0" 610 sq ft A i 9' t 7Th 2) �S J ' ,slab w/ thickened edge / IIII 0 — A5 50 12 4 12 2 12 42 z ROOF PLAN 1/4" = 1'-0" 0 n ti OPEN it BELOW 1 L 33' 5--5) 12'4" CLOSET ro r ? r 1 1 I <I I 111111 1 1 1 1 1 1 SLEEPING LOFT 5mcke and carbonminoxide detedor- MII high railing now., 8 mn 9'-I 18'4' /Ilk. PROPOSED UPPER LEVEL PLAN 278 SQ FT 1/4" = 1'-0" 278 sq ft 7-' fiN P 6'- C POOF 5CtPULLVOV� MMAPI 5 Mm', will Pew. PPE 'We O3'-0" OCose 6'-8' Erb„ Dna Ext 6' fare wth dywal kerrE��ul�Like © 4' -O" 6' -8" Erby Dar Et b" cram tith choral' ka+,(Kl, te.?� ALL 0 29" 41" Low E2 Egressyy 71,er /e" -/,mss .. r 35" Low E2 Case Composite O4' -O" F,' -8'' et -pass Int D I/ 2" fare wdh c wall kerf Irt 3I/2"Prams wdhdvdkerf 6'-8" IH :I OErcr,r Ett 6''11 frame avid k ffi Lite with 0 Ett Meal Rom P " y•y per_ HAkPWAM NOTE5 ON9LrCAMPGR[IMOWOW/ftFMH cONSLT owTn EOR mammon a wioN 90CR5 iNiE KOIry 10 to LOCK %rs,AND w„a,DOLR6ARE WEEP TORAVE Lnm,set Fir AU.10LET ROOMS 5rYLL We PpVPOY 5E15. ,! Q D� f U7112(yoN%s . a. • . $j Zoog xece gepa levne-41j �l� WINDOW 50HttU1 SYMBOL OPERATE UNIT WIDTH UNIT HEIGHT REMARKS OCose 47" 47" Low E2 OCose 23" 23"" Low E2 iirmr swede 540s OCase 29" 41" Low E2 Egressyy 71,er /e" -/,mss OCase 35" 35" Low E2 Case Composite OCose 70" 35" Low E2 d' 7 WINI2OW NOTE5 Provide Insect Screens for Al operable windows 7 eye ,etc,/,edfrit°° A Z, A/ 3, /tea' 5/ ma,/ "t«yrnY the /7/z Aftzeved /72e 7d 5 e 0/77p5 C/o 55 fle iiktenCe /lad ,nYpee ons APPROVED SUBJECT TO NOTED ,S EXCEPTIONS & INSPECTIONS't •1" �7 GARFIELD COUNTY %\ 1s 1 ze BUILD EP - Dote/2 3LD By COPY NO INSPECTION PLANS ONova ON SITE Page 7 sr 3 Ik\'s\' Ce1l,ol csS 2 et; BLRE-9-12-2830 v 0 Podoaon NctieoDroree l le t. L.C. 1 daeasax t. s'WS oltrot onto and shedSalm slimy ote resealed/1M �copolott ' witgoi mit* brie poor al corsvu:dng. uolnpinekirea pmlea on de above deist wed oiled E E' ARCHITECTURI 222 MAIN STREET, CARBONDALE, COLORADO 8$93 PEDERSENAMCH.COM 1 Y;10-9;10LESSOSOPRSNI n a i. U or: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAWING: i.PROPOSED PLAN (O ISSUE:I SHEET # ^3ept 7, 2012 �I\Nov .12,2012 A 1..2 1 CL gams aim Height Limit: 25 feet max (to midpoint) Siding to be determined P st1{ Corrugated Steel Siding existing Rough Sawn timber Column Rusty Metal 8" Fascia Siding to fie determined Proposed Grad existing Grade e PROPOSED EAST ELEVATION 114" = 1'-0" 263 st ft 7124.. ------+____ JI — —J] 1411111111111,komn WWI: HAS 4 74-22L PROPOSED WEST ELEVATION 1/4" = 1'-0" 263 st ft 7122 O O 7120' Height Limit: 25 feet max (to midpo Rusty Corrugated 5tee Siding Fxisting Rough Sawn timber Beam existing Rough Sawn timber Column Pr osed Gra Fxisting Grade Cl— PROPOSED L A PROPOSED SOUTH ELEVATION 1/4" = 1'-o" 263 st ft PROPOSED NORTH ELEVATION 1/4" = 1'-0" 263 st ft Heigh- Limit 25 feet max, (to midpoint) Rusty Corrugated `Steel ?oofing existing Rough Sawn Timber beam Fxisting Pouch Sawn timber Co PAL{ Metal 8" Fascia Siding to 13e determined Exterior Light fixture New Prainage 5wal e umn Height Limit: 25 fee; max, t.o mid Rusty Metal 8" Fascia Rusts{ Corrugated Steel Pooling Siding to lie determined existing Rough Sawn Timber I3eam existing Rough Sawn timber Column point (AV Pedenan AD:Moca+4 Belem L.L.C. Ie dearnad me author and owro ct design and SW stamp/ olhor real Signe Iroluzimp copyright Podereen Araltnural Sonoma L.L.C. �r rnrm¢tai a leers° lo rorodoeo teoo drawtpe 60791y lar do gtpooez of contanair10. nen prgea on tho aloe dttlwed pal al lard. EDRSE' ARCHITECTUF 222 MAIM STREET, CARBONDALE, COLORADO 868 PEOERSE*ARCH.COM I 970.704.0243 l JESS@SOPJB919 n 1 1.1 or: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAINING: PROPOSED Elevations ISSUE: SHEETW 21 \Nov\, 2012 NOV .12, 201 3- 7 11 LV, HC1 Scab to TJI's 6' min, 2 2 MStA 24 uplift sUraps to T.O.W. 10C-0" T.O.F 97'—O" O / ROOF FRAMING PLAN .71VL -- C Inverted / inverted Seismic design category : B Weathering probability for concrete: Severe Wind Speed: 90 Wind Exposure: C Frost Depth: 36" Snow Load: 50 psf u -a 1/4" = 1'-0" 6, 4 / 0 6,1" lc) 141-6" �D I 1 r L -1 T.O. SLAB a 1 EL. =100'-0" IlL1 I / / T.O. SLAB EL. =100'-0" U TYPICA. 5,AC3 C0N5T IC110N: 4" rag rant Rea-, structural slab —J L 0/I'.eflective rubble barrier insulation III— 0/ 4" gravel on undisturbed earth I L1 or 98% compacted fill at finish slabs provide saw cut expansion joints L_ Slope 5ab 411 / ft to floor drain 4' Conc. slab w/ thickened edge 18'-9" i FOUNDATION LAN 1/4" = 1'-0" LXENn: Hanging Condition C3earing Condition O Solid Pack -cut column 138tof equal to width of beam '7' studs —1� 3" deep beam pocket. 24" diam , 131gfoot tub. Step Footing 1 r _o'ythIs faring onlu _J 1 I J 6'4" 12' -0' 1 J 1 5 steps to existing grade - verifu In field, 4" Conc, slab w/ thickened edge 16" wide noting tup, LF2NP: �) `a, 24" big Foos 36" below frost grade. o Solid Pack -out column below equal to width of beam N 5-.ep Wall ..aL Step Foundation 5tex Sp 0 t7L+ Trimmer 5hearwall Is wall: See no -,e 2x6 2t6 3,2X12 or 5- 7 4 WI. I'VE it 3 2x6 treated 2x12 ledger attach w/ Legge Lok screws @ 16 ROOF & FLOOR FRAMING PLAN 114" = 1'-0" Simpson Hanger Schedule: A HHU546 Inverted HU1.81/5 C HU68 Inverted P HUI.81 / 5 Inverted HU68 F HU68 Inverted H:14 -16d H:12-IOd H:14 -10d H:12 -10d H:14 -10d H:14 -16d J:6 -16d J:4-I0d x 12 1/4*6-10d J:4-I0dx1,5 J:6-1061 J 6-1661 5near Wall ( Grids A & P ) Z" pluwood sheathing wit' 10 d naris @ 3" o,c, at panel edges. Framing @ adjoining panel edges shall be 3" nominal x wider , Nails @ all panel edges all be staggered w/ 12" min. penetration. 0.6. - 2" mIn,irttc Ptdanan kStoth N Sookoo Lf:. W deemod do emu, and ogmd of dim docipn and err roma, Sooty= h angry oe,a regOrded Ogle i AWN oop}Idt flds.anArdrem,tl Parkas L L.C. gotta newel /Dona.M kern in morod s a4* * IN psis of oo.Sbuuy. Lem and marr,dm poled on to above disclosed moll of W. J ,E J A R C H I T E C T U R E 222 MAIN STREET, CARBONDALE, COLORADO 81623 PEOERSENARCtS $M I 970.704.0243 I JESS@SOPRIS.NET n or: NINA & JESS PEDERSEN 1451 County Road 102, Carbondale. Colorado Garfield County DRAWING: ISSUE Structural Placa ASefn 7, 2012 nfov .1 a 2012 SHEET # S.1