Loading...
HomeMy WebLinkAboutPlans( LEGAL DESCRIPTION TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M. SECTION 6: ALL THAT PORTION OF THE W1/2SE1/4 AND S1/2SW1/4 (ALSO DESCRIBED AS LOT 7 AND THE SE1/4SW1/4) LYING SOUTH OF THE DENVER AND RIO GRANDE WESTERN RAILROAD RIGHT-OF-WAY. SECTION 7: LOTS 1, 2, 3 AND 4 TOWNSHIP 6 SOUTH, RANCE 92 WEST, 6TH P.M. SECTION 12: LOT 4 EXCEPT THAT PORTION QF THE ABOVE DESCRIBED PROPERTY AS CONVEYED TO THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY OF GARFIELD, STATE OF COLORADO AND THE STATE DEPARTMENT OF HIGHWAYS, DIVISION OF HIGHWAYS, STATE OF COLORADO BY RULE AND ORDER DATED AUGUST 10, 1971 RECORDED IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO AS DOCUMENT NO. 250856 IN BOOK 422 AT PAGE 145 THEREOF. EXCEPTING A PARCEL OF LAND SITUATE IN LOT 7 AND THE SE1/4SW1/4 OF SAID SECTION 6 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE SOUTH QUARTER CORNER OF SECTION 1, TOWNSHIP 6 SOUTH RANGE 92 WEST OF THE 6TH P.M. BEARS: S 89 DEGREES 51'40" W 3915.57; THENCE N 12 DEGREES 52' 20" W 199.72 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SAID HIGHWAY; THENCE N 77 DEGREES 03' 30" E 300.00 FEET ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID HIGHWAY; THENCE S 12 DEGREES 52' 20" E 200.08 FEET; THENCE S 77 DEGREES 07' 40" W 300.00 FEET OT THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM: THE PROPERTY DESCRIBED IN INSTRUMENT RECORDED MAY 19, 1986 IN BOOK 688 AT PAGE 547 AND INSTRUMENT RECORDED JULY 10, 1985 IN BOOK 672 AT PAGE 49 AND REC. 781377. COUNTY OF GARFIELD STATE OF COLORADO TOGETHER WITH: REC. 781378 NOTES: - ADDITIONAL INFORMATION FROM A SURVEY PREPARED FOR MIKE SHORT BY LANDMARK SERVICES JOB NO. 85663 DATED 7/29/85 AND A PARTIAL BOUNDARY SURVEY BY THE SEXTON SURVEY CO. DATED 12/02/04 JOB NO. 04009. - EASEMENTS SHOWN ARE FROM TITLE ORDER NO. GW245427-3 ISSUED BY LAND TITLE GUARANTEE CO. OF GLENWOOD SPRINGS EFFECTIVE DATE JANUARY 13, 2005. - THIS DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM OR SURVEYOR. - ADDITIONAL INFORMATION FROM BLM 1886, 1887 & 1893 SURVEYS. - BASIS OF BEARING IS THE WIT. COR. TO THE NE COR. OF SEC. 12 CTY. SURVEYOR BRASS CAP & THE WIT. COR. TO THE E1/4 COR. OF SEC. 12 L.S. 14111 AS SHOWN. LEGEND 1 -INDICATES - ©E- - -INDICATES -INDICATES A -INDICATES QQ -INDICATES O -INDICATES ca, -INDICATES UNDERGROUND CULVERTS OVERHEAD POWER PHONE PEDESTAL IRRIGATION MARKER FOUND REBAR AND CAP AS NOTED SET REBAR AND CAP SSC P.L.S. #31944 UNLESS NOTED UTILITY POLE 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. IN 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. 36200 RI V FRONTACK ROAD SIT H,' PLAN SURV APY A PARCEL OF LAND SITUATED IN SECTION 6: ALL THAT PORTION OF THE 45E4 AND 8-SO4 (ALSO DESCRIBED AS LOT 7 AND THE SE4SW4) LYING SOUTH OF THE DENVER AND RIO GRANDE WESTERN RAILROAD RIGHT—OF—WAY, SECTION 7: LOTS 1, 2, 3 AND 4, T.68., R. 91 W. AND SECTION 12: LOT 4, T.68., R. 92W. OF THE 6TH P. M. , COUNTY OF GARFIELD, STATE OF COLORADO. 48.9' 36 200 RRD App FRO NT AS' 24 E .10 BLOW UP AREA N79'03'40"E 139.1 N57'23'03"E 141-00' N46°38`54"E 82.41' N34°45'36"E 131.57' NO9'14'27"E 136. 230.16 129.06' 200 100 GRAPHIC SCALE 200 400 800 0.6 728 00' APPROX. PATH .09 140 9' N89'20' 26"E 902.65 ",1\)C9 50 46/5 149 WIT, CORNER 1/4 SEC 7,412 POND C3 C5 cri COLORADO . RIVE N89'57' 25"E 817 30' • //tvt Afiterellovevlfg 17141166,9 fief tore 44644-5 SURVEY CERTIFICATION APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD DEPAIE2r_ Datell /6 Ry LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Pate of PROPOSED 24' X36' ADDITION ON EXISTING CONCRETE SLAB LOW UP AREA 16, BURIED PROP. CAS PH 24' GRAVEL DRIVE 255.4' ) PED. (DWELL co 2 STORY LOG HOME 1 BRIAN ALAN STEINWINDER BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SITE PLAN SURVEY WAS PREPARED BY M OriptultipER MY SUPERVISION FROM A SURVEY MADE BY ME AND UNDER MY SU §I 149 THAT BOTH THE SURVEY AND THE PLAT ARE TRUE AND ACCURATE • KNOWLEDGE AND BELIEF. N A. STEI oz „) 14. DO JO. NO.: 05004 SITE e DATE: 10- 29-10 DWG. BY: KS REV: THE SEXTON SURVEY COMPANY 128 WEST 3RD STREET RIFLE, COLORADO 81650 970-625-3711 OR 945-4700 36200 RIVER FRONT AG if,' ROAD SITb,' PLAN SURVEY 1 of 1 CCI 713 ru CU 101 01 ro 0.3 ro _ 2-6' 2-0' 9:12 2'-0" 15 2 19 2 9:12 9:12 L 5:12 3'-6' -- Existing roof New roof Roof Plan Scale: 1/4" - 114" Existing Framing Existing Floor Space Flat Flat 12-0Yi 5:12 5:12 5:12 Log Purlin 5:12 12 and 16. 2 Log ridge 5:12 Log post above (typ) Log Purlin vertical t&g all int & ext sloped ceilings soffits except utility & laundry room (drywall) 5:12 28'-0" Reflected Ceiling Plan Scale: 1/4" = 1'-0" 6-0' 51/2. 5'-0' 5/i" 96-3* 6'-0" 4,-6" M• e e ting ilities 11: ces to new.utilityyoom Entry 107 1 10'-0" sY` 109 Bedroom 2 Hallway 106 104 Master Bath T-5" 102 cab. -ss ndry Room 0 1 1011 Patio 111 3 4� 8'-e" 4'-0' r -r SYs u 9'-0' i 3'-6' 15'-6' F �J,a3? 40 23'-0" 14-6' 5Y, Floor Plan Scale: 1/4' -1'-0' 6' Blue Ox Logcrafters PO Box 644 Carbondale, CO 81623 Phone: 970.963.3689 Fax 970.963.3889 inio@blueoxdogcxafiers.com www.blueodogcrafters.com O C o a, co ■� 0)W :t3 cu E 0 V oU < cif 7115 t 0 be >0V U) -c o o a, NZ CO M OOPIRIr ALL OHAwN NC marled Iloru &OOH APPEAR/NO W(nii SHALL NOT SE OURJGTED. DS:10 In OR OTIRRW eE USED MIGHT THE W Wr7EN CONSENT OF SLUE ox LOOC AF ERS LtG. Rev. Date: Issued For. 8/30/10 Design Review 9/8/10 Design Review 9/24/10 Design Review 9/30/10 Design Review 10/19/10 For Construction Job No. Date: Scale: Sheet Title Floor, Roof, & RFC Plan Sheet No. A1 .0 f t T.O. Ridge 114'-6" *T.O. Finish Floor (new) 100'-0" 2028 , )3_ 1 L awyany6ua),suann)s,,ca) Exit New log folding New --3 E>datlng West Elevation Scale: 1/4" = 1' - 0" log siding at gable round -notch, chink -style log walls (typ.) JL New round -notch, chink -style log walls (typ.) >2428 East Elevation Scale: 1/4" = 1' - 0" T.O. Ridge (exist) 120'-9" T.O. Finish Floor (exist) 100'-0" :8(28(28u8 O O O O O O 0 ion far, 9' windows f nowt s, . 3S North Elevation Stale: 1/4" • 11- 0. T.O. Ridge (exist.) 120'-9" (+-) T.O. Log Ridge 113'-8" (+-) T.O. Log Wall 108' - 10-112" (+ -) T.O. Finish Floor 100'-0" Blue Ox Logcrafters PO Box 644 Carbondale, CO 81623 Phone: 970.963.3689 Fax: 970.963.3689 blueox@hughes.net www.biueoxlogc afters.com CU Na O C o MM— D) W 1C:3 c -D oU to' 0oo -c o CO o W NZ CO COPYRIGHT: ALL DRAIN AND WRITTEN PVCRIM ONAPPEA10q MINN SHALL NOT ME DURJCA1ID, DISCLOSED OR OTHE MI/E WED WITHOUT THE WRITTEN COMM OR .OE CSC COGCRAFTEI. LLC. Rev. Date: Issued For. 9/8/10 Design Review 9/24/10 Design Review 9/27/10 Design Review 9/30/10 Design Review 10/19/10 For Construction Job No. Date: Scale: Sheet Ttlie Elevations Sheet No. A2.0 'UNDATIONS FLOOR GIRDER NAILING WOOD SCAB WOOD POST TOENAILS ALTERNATE USING STEEL ANGLES AND LAG BOLTS PIER FOOTING TREATED WOOD PLATE Figure R407.3(1) COLUMN ANCHORAGE SECTION R408 UNDER -FLOOR SPACE R408.1 Ventilation. The under -floor space between the bot- tom of the floor joists and the earth under any building (except space occupied by a basement) shall have ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation openings shall not be less than 1 square foot (0.0929 m2) for each 150 square feet (14 m2) of under -floor space area, unless the ground surface is covered by a Class 1 4-58 FLOOR GIRDER TOENAILING TO POST WOOD POST TOENAILED INTO TREATED WOOD PLATE Figure R407.3(3) COLUMN ANCHORAGE vapor retarder material. When a Class 1 vapor retarder material is used, the minimum net area of ventilation openings shall not be less than 1 square foot (0.0929 m2) for each 1,500 square feet (140 rn2) of under -floor space area. One such ventilating opening shall be within 3 feet (914 mm) of each comer of the building. .• Raised floor construction results in an under -floor space, commonly referred to as a "crawl space." To control condensation within crawl space areas and thus reduce the chance of dry rot, natural ventilation of such spaces by reasonably distributed openings through foundation walls or exterior walls is required. Condensation is a function of the geographical loca- tion and climatic conditions; therefore, the depend- ence on ventilating openings through the foundation wall or exterior wall may run counter to energy conser- vation measures. The use of a vapor retarder material on the ground surface inhibits the flow of moisture from the ground surface into the crawl space and thus re- duces the need for ventilation. Commentary Figure R408.1 illustrates the use of openings through the foundation walls. R408.2 Openings for under -floor ventilation. The minimum net area of ventilation openings shall not be less than 1 square foot (0.0929 m2) for each 150 square feet (14 m2) of under -floor area. One ventilation opening shall be within 3 feet (915 mm) of each corner of the building. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed '/4 inch (6.4 mm): 1. Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick. 2. Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick. 2009 INTERNATIONAL RESIDENTIAL CODE® COMMENTARY 4. Expansion Index greater than 20, determined in accor- dance with ASTM D 4829. • This section defines "expansive soil" as any plastic material with a PI of 15 or greater with more than 10 percent of the soil particles passing a No. 200 sieve and less than 5 micrometers in size. As an alternative, tests in accordance with ASTM D 4829 can be used to determine whether a soil is expansive. The expansion index is a measure of the swelling potential of the soil. 8403.2 Footings for wood foundations. Footings for wood foundations shall be in accordance with Figures R403.1(2) and R403.1(3). Gravel shall be washed and well graded. The maxi- mum size stone shall not exceed 3/4 inch (19.1 mm). Gravel shall be free from organic, clayey or silty msoils.Sand shall be d shall be coarse, not smaller than V16 -inch (1.6 m) grains free from organic, clayey or silty soils. Crushed stone shall have a maximum size of i'2 inch (12.7 nun). See Figures R403.1(2) and R403.1(3) and refer to the commentary for Section R401.1. R403.3 Frost protected shallow foundations. For buildings where the monthly mean temperature of the building is main- tained at a minimum of 64QF (18°C), footings are not required to extend below the frost line when protected from frost by insula- tion in accordance with Figure R403.3(1) and Table R403.3(1). Foundations protected from frost in accordance with Figure R403.3(1) and Table R403.3(1) shall not used for unheated spaces such as porches, utility rooms, garages rts, and shall not be attached to basements or crawl spaces that are not main- tained at a minimum monthly mean temperature of 64°F (18°C). Materials used below grade for the purpose of insulating foot- ings against frost shall be labeled as complying with ASTM C 578. •• ssection foundations provides against alternative t theave,t thuhod of protect- ing allowing 1,500 or less MINIMUM FOOTING DEPTH, D (inches) 12 FOUNDATIONS foundations to be constructed above the frost line. Frost -protected foundations use insulation to reduce the heat loss at the slab edge. By holding heat from the dwelling in the ground under the foundation, the insula- tion, in effect, raises the frost line around the foundation. The provisions require that the building be heated and that insulation be installed in accordance with the criteria specified in Figure R403.3(1) and Table R403.3(1) based on the air -freezing index established by Figure R403.3(2) or Table R403.3(2).Figure R403.3(1) illustrates, these provisions apply only to slab -on -ground floors. Frost -protected shallow foun- dation (FPSF) designs for heated buildings are not to be used for unheated spaces. The provisions also pro- hibit the attachment of additions with FPSF to base- ments or crawl spaces that are not heated because, eV - though unlikely, in very cold climates frost could penetrate under FPSFs from unheated basements or ventilated crawl spaces. The insulation values speci- fied in this section are only for the purposes of exercis- ing this option, and the Chapter 11 energy conserva- tion provisions could result in slab -edge insulation with a greater degree of thermal resistance. Conversely, if slab -edge insulation is used to comply with Chapter 11, a builder may take advantage of that insulation to reduce the foundation depth in accordance with this section. R403.3.1 Foundations adjoining frost protected shallow foundations. Foundations that adjoin frost protected shallow foundations shall be protected from frost in accordance with Section R403.1.4. :• This section requires that foundations that adjoin FPSFs be protected from frost according to the current requirements of Section R403.1.4, which requires that foundations extend below the frost line, be built on TABLE R403.3(1) FROST-PROTECYom,, FOOTINGS IN HEATED BUILDINGS' MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR HORIZONTAL INSULATION DIMENSIONS PER FIGURE R403.3(1) (inches) Along walls Not re ' uired Not rewired 3,500 16 9.0 4,000 16 10.1 10.5 13.1 r conservation standards. a. Insulation requirements are for protection against frost damage in heated buildings. Careater values may be required to meet energy b. See Figure R403.3(2) or Table R403.3(2) for Air Freezing Index values. to _per IV extrudedpolysty- rene- lysty c. Insulation materials shall provide the insulation minimum Res required for thi-values under s application: ype I expand d poi styrene conditions . R Crud d polystyrene-4.5R;Type de per R -v - 4 5R p be used to determine edpotio a IN expandedpolystyrene-3.2R p ype rene-A.SRperinch;TYpeVIexirudedpolystyrene--4.5Rperineh;`I'Yp P d. Vertical insulation shall be expanded polystyrene insulation or extruded polystyrene insulation. e. Horizontal insulation shall be extruded polystyrene insulation. �. This table provides the required R -value of horizontal ae plan livertical ens oninsulation fequi dbas for based dhe on air-freezing i -f rinsulation zingen In Addis tion, it gives the minimum3footing omme depth dSect ons R403.3 and R403.3.1.1). R403.3(1) and 8403.3(3) 2009 INTERNATIONAL RESIDENTIAL CODE° COMMENTARY 4-17 ROOF -CEILING CONSTRUCTION This wetting and drying action will cause rotting and decay. To avoid this, the attic must be ventilated to pre- vent the accumulation of water on building compo- nents. The installation of a vapor retarder acts to pre- vent the passage of moisture to the attic, and an effective vapor retarder allows a decrease in ventila- tion. Vapor retarders are ineffective when openings in the barrier allow moisture to be carried by air into the attic. This is also the reason exhaust fans must termi- nate outdoors and not in the attic. Care should be ex- ercised to assure that attic vent openings remain un- obstructed. To minimize condensation problems within attic and enclosed rafter spaces, free-flow ventilation of such spaces is required. Ventilation openings must be screened to prevent the entry of animals. Ventilation openings requiring cutting or notching of the roof fram- ing member must comply with Section R802.7. R806.2 Minimum area. The total net free ventilating area shall not be less than of the area of the space ventilated except that reduction of the total area to 1/30,3 is permitted pro- vided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross -ventilation area may be reduced to '6 when a Class I or II vapor barrier is installed on the warm -in -winter side of the ceiling. ❖ The attic vent size required by the code should not be overlooked. The net -free area can be as much as 50 percent less than the gross opening area. For exam- ple, one manufacturer's 24 -inch square (610 mm) ga- ble vent [gross area equals 576 square inches (0.37 m2)] is listed in their catalog as having a net free area of 308 square inches (0.20 m2), which is about 53 per- cent of the gross area. The manufacturer's literature should be consulted to obtain free -area information. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air, A minimum of a 1 -inch (25 mm) space shall be provided between the insulation and the roof sheathing and at the loca- tion of the vent. :• Vent openings must be maintained clear, and they must not block the free flow of air; therefore, the code requires that insulation be held back from the vent opening a minimum of 1 inch (25 mm). The 1 -inch (25 mm) clearance must be maintained not only at the vent but throughout the attic and rafter spaces. R806.4 Unvented attic assemblies. Unvented attic assemblies (spaces between the ceiling joists of the top story and the roof rafters) shall be permitted if all the following conditions are met: 1. The unvented attic space is completely contained within the building thermal envelope. 2. No interior vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly. 8-70 3. Where wood shingles or shakes are used, a minimum V, inch (6 mm) vented air space separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4. In climate zones 5, 6, 7 and 8, any air -impermeable insu- lation shall be a vapor retarder, or shall have a vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Either Items 5.1, 5.2 or 5.3 shall be met, depending on the air permeability of the insulation directly under the struc- tural roof sheathing. 5.1. Air -impermeable insulation only. Insulation shall be applied in direct contact with the under- side of the structural roof sheathing. 5.2. Air -permeable insulation only. In addition to the air -permeable installed directly below the struc- tural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing as specified in Table R806.4 for condensation control. 5.3. Air -impermeable and air -permeable insulation. The air -impermeable insulation shall be applied in direct contact with the underside of the struc- tural roof sheathing as specified in Table R806.4 for condensation control. The air -permeable insulation shall be installed directly under the air -impermeable insulation. Unvented attics are attics where the insulation and air barrier boundary are moved to be directly above the attic space, instead of on top of the ceiling. Unvented attics eliminate the extreme temperatures of the attic, thereby placing the HVAC, ducts, pipes, and anything in the attic space into a more favorable environment. Unvented at- tics increase energy efficiency and decrease wear and tear on equipment in the attic. This section describes at- tics where the insulation and air barrier are above in- stead of below the attic space. Moving the insulation and placing an air -impermeable barrier above the attic mod- erates attic conditions so they are similar to the condi- tions of the residential space below. The primary benefit of having the insulation and air barrier above the attic is that ducts and/or HVAC equipment in the attic are not de- livering cooled air through a hot summer attic and heated air through a cold winter attic. Another benefit is to elimi- nate the attic vents that sometimes allow moisture to condense inside the attic, admit rain during extreme weather and possibly admit sparks in fires. Because this space is inside the building's thermal en- velope, the traditional attic ventilation required by Sec- tions R806.1 and R806.2 is not required. Unvented attics require water/moisture control. Water moves in (or out) of buildings three main ways. The greatest amount of moisture is moved as bulk water (rain or any kind of wa- ter flow). Less moisture is moved by moving moist air, such as with infiltration. The least amount of moisture is moved by moisture migration through materials. As with any attic, the roof itself is the main barrier for keeping wa- ter from entering the attic. 2009 INTERNATIONAL- RESIDENTIAL CODE® COMMENTARY L. Wilt vent n reread o 2x8 rehire O 24" ac. to/ eki Swift mM tr. 411 3." Nglh-tense flralgrbor from to. lop log to b.o. boron log 3 with .eve war (8 toed) epaxy♦.t sada through 1st course loge fleehirig 'pt•* R38 Sulam (spay mss) l� x 18 i.{ bolt lop course 48' o.c. 12" .wrape nideptn diem. log ver synthetic dhridng at r Intaond ) (type) drift pin .very corn. 48' o.c. and 12" Misr side or of window & door openings (2) 2x10 dm joist bloddng ss mond 8x8 pet pies (or (4) 2x8 pet. on edge) 21E10 joists O 18' o.c. Ste $4071. viesata log ride. (s.. Modus.) log purrs (see Muauale) rp Pir 3s' hadwood four mead done LAA) UULAAJUU AISSW ! SW fleshing frith pads L Min 101 elope) z, V .4 u. . • D • adding /andiras gludam beim (e.. Muoris.) R30 bot Insuleion €1?) 6, Wall Section Scale: 314' • V- P Eden. Building Section Scale: 1/4" - 1' - 0' 11 Log Moo Bedroom 2 104 Master Bedroom 101 wood ki.; post Sing hear (rM MubrW) Log pat e e: .'e: .'e: .'e: "e: .'e: .' e: .'e .'e (i) Building Section Scale: 1/4" = 11- 0" T.O. Log Ridg 113'-8" (+-) T.O. Log Wall 108' -10-1/2" (+ -) T.O. Finish Floor 100' - 0" T.O. Log Ridge 113' - 8" (+ -) T.O. Log Wall, 108' - 10-1/2" (+ -) T.O. Exist. Slab 98'-6" Blue Ox Logcrafters PO Box 644 Carbondale, CO 81623 Phone: 970.963.3689 Fax: 970.963.3689 blueox@hughes.net www.blueoxlogc rafters.com o d. o ._ CDCO 104-1 CO co t o U 0oO U) � o 6\1 z co COPYRIGHT: ALL M AWN NO WRITTDI OWORVATICOI APPEARING „« SHALL MOT UE OUPUCATED. DISCLOSED OR anEtw ee urea WITHOUT THE MITTEN COMMIT OF ewe a IwoCMF ERS ua. Rev. Date: Issued For. 9/8/10 Design Review 9/24/10 9/27/10 Design Review Design Review 9/30/10 Design Review 10/19/10 For Construction Job No. Date: Scale: Sheet Title Cross -Sections Wall Section Sheet No. A3.0 General Notes: 1. live Loads Floor 40 psf Roof 40 psf Wind 90 mph Basic Wind Speed Zone 2. Design Codes d d CP wit The requirements of the 2009 International Residential Code shall govern the design and construction of this work. Foundation A. Soils are presumed non -expansive, non -soluble, and not prone to excessive consolidation. B. Footings shall bear on natural undisturbed soil or adequately compacted structural fill. C. Footings are designed for 150U psf rna imum allowable hearing pressure. I). Provide ventilation in crawl -space as required by section R408.2 of the 2009 IRC. F.. All woad in ccmtact with concrete shall be pressure -treated lumber. F. Attach sill plates with %" anchor bolts at 48" o.c. G. Continue anchor bolts to lop of In course of log walls. Concrete .k. Concrete shall have a minimum compressive strength at 28 days of 3000 psi for footings and slabs. B. Use Type]] cement Wood A. Dimensional Lumber 1. Unless noted otherwise, use 'i2 or better grade Ilem-Fir. 2. Provide solid blocking between joists at all supports. 3. Glue -Lain beams shall be doug-fir with Fb-2400 psi, Fv=165 psi, E-1,800,000 psi 4. LVL lumber shall have Fb-2600 psi, E-1,900,000 psi. \-lultiple members shall be fastened with 2 rows of 16d i.. 12" oc. B. Logs 1. All logs shall be Engelmann Spruce.'Alpine Fir/Lodgepole Pine. 2. All roof members shall be #2 Sawn Round or better. 3. All wall Togs shall he Wa11 Ing 40 or better. C. Sheathing 1. Roof sheathing shall be minimum 5/8" thickness and comply with secticm R803 of the 1RC. 2. Floor sheathing shall be minimum' " thickness and comply with section R503 of the IRC. 3. Floor sheathing shall be T&G. 4. All exterior rim sheathing shall be pressure -Treated. 6. Fasteners and ('cmnectors A. All wood nailing and connections shall conform to the 2009 IRC. B. Connectors shown on the plans to be Simpson Strong -Tie or equivalent. C. Provide'. {' lag screws at 48" o.c. with minimum 6" embedment to connect top wall log to los below. D. Provide ?'d' cold -rolled steel Through -Bolts' (3 per save wall) to connect bottom of bottom wall log to top of lop wall log. E. Provide (1)3-3" or (2)':1' lag screws at toe ridge and log purlin to post connections. F. Provide positive connection at all columns and beams. g .12 0 tts LUS210 HHUSS.5010 13/4 x 9-1/2 LVL HUCQ5.25-9 5-1/8 x 10-1/2 pkrem contrxtota T.O. Ply 99' -11 1/4 - al ado Floor Plan C-2) Scale: 1/4" = 1'-0" New Foundetlon/Faoteiu Eidetlng Foundation (4) 2x6 post below (typ) O 14" midspan diam. Log Purlin &12 (3) 1% x 93'2 LVL T.O. Log wall J 14" midspan diam. Log Ridge g 5:12 14" midspan diam. Log Purtin 28'4' Roof Plan Scale: 1/4" = i'-0" 8'-0" new monolithic slab with 16" footing (6' Ural with 18' wide x min 18' thickened edge. Verify In Fled, roach fling. Reinforce slab with 16 * 18' c.o. reit way and thickened edge with 216 contrtuoue lop & bottom and 14 dowels 24" x 12' at 18" o re Provide 216 dowels x 24" where new ticlond edge meets aodetttg, dr& & epoxy tr kilo ailing Oona b.) Z Sating 8' foundation wall wl h 16" footing 1 10'-0" I P r 1'-4" 3'x 3'x1'pad with (4) #5 rebar both ways ir T.O. Slab 98' - 6" 12-0" 3'x3'x1'pad with (4) #5 rebar both ways f t eslnl ves;cti1r undeismb rh5al/r¢revl Aird V4$78T g"river we" 01,54-04abl 3'x3'x1'pad with (4) #5 rebar both ways 6'-3" 8'-3' 7 12-3" rren+ r''°" t+r necu 5/1000m) 444,10/frion Pira ted . set /Int r existing monolithic slab with 16" footing Frost Fc -4 t"c f t'd ? Foundation Plan Scale: 1/4" = 11-0" 24-0" PPotiroJe enet t neer Weer otekvvil ;kw,1P 4 est p Giron 15 R-efuj1Y' q pp -is i-3 tnfi X1141 5/�r b r ice% 5ret tett 1 Blue Ox Logcrafters PO Box 644 Carbondale, CO 81623 Phone: 970.963.3689 Fax 970.963.3689 InfoOblueoxlogcxafters.com www.bluemdogc rafters.com o� O - _ o M cm W ■� cu Eo V oU Q al o � ix> ca O U -c o W o W NZ CO COPYRIGHT: All DRAWN ANO WRMEN!FORMATION APPEAR/NG Wt11N !MALL NOT BE DtflATE, =CLOSED OR oneVME LAMED WITHOUT TIE WRITTEN CONSENT OF EWE Ox LOOCRAFI@NLIS Rev. Date: Issued For. 8/30/10 Design Review 9/8/10 9124/10 Design Review Design Review 9/30/10 10/19/10 Design Review For Construction Job No. Date: Scale: Sheet Title Foundation Plan Floor Plan Roof Plan Sheet No. S 1 .0