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Home My WebLink AboutPlansSee_ 4i4 14-0Yfr-Jet rit4-1' - 13144 161 /i/e_►ycer,t.,-t . ' Ie-'er -to ehgmeerec1 Re -LII / t11J oPp1474s. .L'145p� te, d, scre -,rri, -e9ifire eugmeer flppoovni ceoneldspyts e cauH - red cd ar) ci Peu-r.od ellA-Qedi /7/44 APPROVED SUBJECT TO NOTE» EXCEPTIONS & INSPECTIONS GARFIELD COUNTY IHRE 12-11-2302 0 v ;:4Z CLI En BUILD G EPAR —3 iLti 'E Date/ /57/ By =I.�11�Ca C#1 LD COP = co mi NO INSPECTION WITHOUT y 1 THESE PLANS ON SITE - 02 page of r— cm as kip c E E = a 7.„Toe-A64, EXHIBIT LOT 168 169 593 SF± 'AC± P °POSED OULDER WALL S NOTE 4 PROPOSED HOUSE FF=6033.69' LOT, 16 15,208 SF± 0.349 AC± CONNEC 'TRAFFIC LO OCJTSIDE OF WAT R SE VER T ED OR RELO RIVEWAY L / NOTE' 1. NORTH AMERICAN GREEN 5150 EROSION CONTROL BLANKET (OR EQUIVALENT) IS TO BE PLACED ON ALL SLOPES GREATER THAN 3:1 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS AT ALL TIMES, 3. CHANGES TO THE GRADING PL AN AND DRAINAGE SHALL BE VERIFIED THROUGH THE ENGINEER OF RECORD PRIOR TO BEING COMPLETED IN THE FIELD 4. BOULDER RETAINING WALL TO BE LOCA TED ENTIRELY ON LOT 168, AND THE TOE OF THE WALL 15 TO BE WITHIN ONE (1) FOOT OF THE PROPERTY LINE BETWEEN LOTS 168/169 PROPERTY DESCRIBED AS: LOT 168, ACCORDING TO THE AMENDED & RESTATED FINAL PLAT OF IRONBRIDGE P,U D. PHASE 1, RECORDED AS RECEPTION NO. 654210, COUNTY OF GARFIELD, STATE OF COLORADO; ALSO KNOWN AS: 0103 RIVER BEND WAY i1-Zrt -1,1.siFi.14,WNDER DRIVE 662 to 26.40 OUT 028i7'/.6 RIVE 6bO.4p / REVISED 9/26/05 HIGH COUNTRY ENGINEERING, INC, 11 BLIVEIBIESS DRPIE CAST. STE1,120. ENO LEW000. CO SO I 12 IRTIOINE130.11,1122.054.4 FAX DOM S,211-Ofkr7 1617 BLAME AVENUE, STE 10!, GUDDY00011PRINC.S. CO SI 501 THOME1170114.54/5'74 07131e.mas.ss www..cioto cam IRONS RIDGE CLUB GLENWOOD SPniNGs. C000R.1.00 ORAWN BY. SPG ALC 1•' 30' CHECAED SY. IRONBRIDGE AEW PLOT Pi_AH LOT 168 eCLIEL-7}40. 2041020 00 DATE: PAGE- Eir 30/05 1 FILE. SISDSKPNOW 204/1020/DWG /LOT 168 STh 6,6 AV-Jb rri 0, / eNc...t.D5T26 irThL L NN NNN. cra 1_ r P0:56;sb - 60C -1 -AY 611) 'S -1-0K cr\rfR -- '14 HOtA:,C (17)6, 5.6AL6. " vo11 E AA) Ekt ,s1704, )46us& T2 00r (N CX -0 R- T.C.XTGigg klATC r4oLte:',6 -4- C rigi LA -V e--1-013 (41Ua WALL-Fwo - - DE I% IL 1 i vc._ � C 744 Cater 1.*71:711.__ • 2x G_ eI 't}C t >E Fia.0 t P /- TA 1 L1 4-(73‘) 3-( Pal 5ioDCP-6 03 f 5[21-�'_» 'r'e-e. Tkuss n,�4 t L 4tlegib' [r, (_ Ci.. n.)6 CL! P5 TRA Fi'E To ICC !L)r— Cc.)1\::+J.GcT76' .) Refer -A e44 7) 4 eere t jar si en s ,g f ..ed gefrizc/ FGA s 1 (/) 7 hi 4 L 5/18/10 Single Family Residential Uncovered Decks and Porches Directions 1. Fill in the blanks. Please print legibly. 2. Indicate in the check box which detail from page 3 will be used. Size and Amount of Lags -rwr� 1/72/-"-k' Q (example: Two 17x 4 1C1'lags 0 r6° 0. C.) Existing bldg. Electrical outlet required on decks over 20 sq. ft. !03 J2 -1062-e& rJT� WAY cf (iv + + S I+ ;5 Co Approved flashing required Type of decking x rn - Tc (example: 1 x 4 or 2 x 6- Trex) 36" high guard with balusters spaced so that a 4 Inch diameter sphere cannot pass through E ig U 2x joists spaced jtip "apart (example 2 x 10• spaced 24' apart) Beam splices to occur over —� posts with 1 1/2" bearing rte 11 Attach decking with non corrosive fasteners Detail A (see page 3) ✓ Check one Detail B Iternate Detail B1 Alternate Detail 92 (see page 3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Span Finished grade Detail C (see page 3) A as ar c E c co Note: Emergency escape windows are allowed to be installed under decks and porches provided the location oI the deck allows the emergency escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. 36 Inches Min. (.1 x 2 beam (example: (2)2 x !0 - see dead 8) 2x 2 rim joist (example- .2x 10 - see Alternate 81 8 02) X q posts spaced R apart (example: 4 x 4 pasts spaced 8' span) Span (example' 13' • 4`) Type of siding (exlslong) Some f' 1Ti./n6, ON 64? ST -106 jaymcz 4ch6 N1-10 Note: A plot plan {plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter al the International Code Council as a basic pian submittal under the 2009 International Residential Code- It is not intended to cover ail circumstances- Check with your Department of Building Safely tor additional requirements. r 5/18110 Single Family Residential Uncovered Decks and Porches Detail A Detail 11 Existing building Approved flashing required behind existing siding Attach to joists with non -corrosive fasteners Attach ledger to existing bldg. with non -corrosive lag bolts spaced min. 16° apart. Locate bolts to penetrate rim joist or wall studs. 1 Non -corrosive metal joist hanger Approved flashing Conditions such as attachment to cantilevers or veneers may require Engineer's approval Alternate Detail 131 Beam splices to occur over posts with 1 112" bearing Secure balusters to beam Non -corrosive metal joist hanger Non -corrosive metal postlbeam connector Alternate Detail 82 Secure balusters to beam Secure balusters to beam 24" max. Beam splices 10 occur over posts with 1 1/2" bearing Non -corrosive metal post/beam connector Beam splices to °CCur over posts with 1 1/2" bearing Non -corrosive metal postlbeam connector Detail C 1/2" (min.) diameter anchor bolt embedded 7" min. into concrete pier or the equivalent Non -corrosive metal post anchor Finished . rade 8"" min. If less than 8", post must be decay resistive 8" (min.) diameter pier This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2009 International Residential Code. Itis not intended to cover all circumstances. Check with your Department of Building Salety for additional requirements, 5118110 Single Family Residential Uncovered Decks and Porches Stair & Handrail Specifications New or existing V light required Guardrail Deck Guardrai required it more han 30" Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Openings for required guards on the sides of stair treads shall not allow a 4 318" diameter sphere to passthrough. Stairway Notes: 1. Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 3/4". 3. Stairway treads shall have a minimum run of 10'. 4. The length of Run and the height of Riser shall not vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 314" but not more than 1 114" shall be provided on stairways with solid risers, and less than 11'. 8. Composite materials (example:Trex) may require 4 stringers Less than 6" dia. 34-38" above nosings 10" minrun from nosing to nosing Open risers less than 4" 7 3/4" max. rise Handrail (see details below) 36" Min. i Landing same width as stairs — Finished grade Handrail Notes: 1. Handrails shall be continuous on at least ane side of stairs with 2. Top of the handrails shall be placed not less than 34 inches nor 3. The handgrip portion of handrails shall be not less than 1-1/4 inches 4. Handrails shall be placed nal less than 1-1/2 inches from any w 5, Handrails to be returned to wall, post or safety terminal (per 311.7, Acceptable Handrail Details 4 or more risers, more than 38 inches above stair nosings. nor more than 2 1/4 inches in cross section for non circular handrails. all or other surface. 7.2 IRC) Unacceptable llandrails Type 1 I-'12" min. 1 114" - 2" Gripable Wall or other surface 1 1/2' min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under Me 2009 International Residential Code. 11 is not intended io cover all circumstances. Check with your Department of Building Safety for additional requirements. Kil `1 36" height min. Deck Guardrai required it more han 30" Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Openings for required guards on the sides of stair treads shall not allow a 4 318" diameter sphere to passthrough. Stairway Notes: 1. Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 3/4". 3. Stairway treads shall have a minimum run of 10'. 4. The length of Run and the height of Riser shall not vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 314" but not more than 1 114" shall be provided on stairways with solid risers, and less than 11'. 8. Composite materials (example:Trex) may require 4 stringers Less than 6" dia. 34-38" above nosings 10" minrun from nosing to nosing Open risers less than 4" 7 3/4" max. rise Handrail (see details below) 36" Min. i Landing same width as stairs — Finished grade Handrail Notes: 1. Handrails shall be continuous on at least ane side of stairs with 2. Top of the handrails shall be placed not less than 34 inches nor 3. The handgrip portion of handrails shall be not less than 1-1/4 inches 4. Handrails shall be placed nal less than 1-1/2 inches from any w 5, Handrails to be returned to wall, post or safety terminal (per 311.7, Acceptable Handrail Details 4 or more risers, more than 38 inches above stair nosings. nor more than 2 1/4 inches in cross section for non circular handrails. all or other surface. 7.2 IRC) Unacceptable llandrails Type 1 I-'12" min. 1 114" - 2" Gripable Wall or other surface 1 1/2' min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under Me 2009 International Residential Code. 11 is not intended io cover all circumstances. Check with your Department of Building Safety for additional requirements. +w*,04446411°1V4' liOrslotei~,°," 7 1 Et - UfrII L(D . Cr pli4-111 429 o rt X L r 2_ 4 rt 6 .131 EicA �}c ?err D e • ODDO ENGINEERING, INC. 713 Cooper Avenue, Suite 200 Glenwood Springs, CO 81 601 (970)945-1006 Fax 945.2965 Job Title b Subject Ai date Job No I100-81 ck'd by date page 01 ODD() ENGINEERING, INC. 713 Cooper Avenue, Suite 200 Glenwood Springs, CO 81601 (970) 945-1006 Fax 945-2966 Job Tif by dater 1 't. 1 ck'd by date Subject page of Job No. 1 Oa -4 13 4 R kr- ssrl •r)' 1„,t v- lc;ck wipot J .ryL1 7 L 3 e so nr, °oe.'ase'� int Skill !f iii its " • 01,;' ti r Vt L) 7 0