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HomeMy WebLinkAboutPlansBASIS OF ELEVATION YURT DECK = 1000.0' YURT DECK ILDI i \V OPE PROPOSED RESIDE\CE TO NO"TH AR TO MT. 5 ENLARGED SITE PLAN 1" = 20'-0" PLAN NORTH FOUND: NO 5 REBAR B VPC N.W PROP COR i \00 L i A. 2_ N88`56'11'E ✓�` FOUND: NOS REBAR N,W PROP COR 1081.68' HOGAN PARCEL 21.427 ACRES +/- RURAL ZONE DISTRIC GRAVEL ROAD 121-.-•--.-.�r�r ':'.. ' sim-trss'a�7ir";tomeit i.• F GATE 44' 458.09' w ESHELMAN SITE PLAN 1" = 100-0" PLAN NORTH Os, 9pe, N. APPROVED SUBJECT TO OTE ETCEPTIONs & INSPECTIONS GARFIELD COUNTY WILD G DEP Dote By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of A4i KURTZ ASSOCIATES, INC, 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (110) Q45-6505 HOGAN RESIDENCE 1550 COUNTY RD. 100 MISSOURI HEIGHTS GARFIELD COUNTY, COLORADO DRAWN BY: M.C.E.K, CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO.: II -15 DATE: CONSTRUCTION SET: 01/21/1 I REVISED: 08/18/11 SHEET TITLE: SITE PLAN SHEET: cn o M RI N .i 00 co a W y c J m v C Q7 O 115'-64" JEANNE GIBSON 52 PTARMIGAN LANE LENWOOD SPGS, CO 81601 970.987-5057 2 1 6 l'-6 6 I, 12' -bi-" 10' -11 WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a single bar sink and no standard size kitchen appliances such as a stove, oven, dishwasher or full size refrigerator. Counter space is limited to 25 square feet. 22,5 • a-_ O Of 24(.1 5U. r7 FLOORING? ljAs 6566,71,75 Woed 67-7D DAR 239-7' A 14c01/2' FL.00RINs? 44 - DUMb- WNTER 3s- q I - UP IG 815.7.1/2" +/- 11 T'5. 10" +- 9 LANDINGS u4rim, JO GARAGE SLAD ADOVF DATI1 #3 rlU'-7.1/2" TILE 17FG17ANIGAL 80017 i SB 63,65, 7675 5TORAGE d'-ti//2" a 4'-71/2" CONCRETE 0 N O O a 0 U O � WO W Q Q � Q W .0 z r� < O o C•• o x P 5 I—•1 W x 0 91-0" 12'-0" 261-5" q -9" 1' -0" 12 -6" 6'- f1�tlitN7 11L11N r -o" MY) 3�g 50(JARF FOOTA6r; DA5F17FNT - 2578.05 N. (t 17AIN FLOOR - 2489,89 N, 11 5FGONO FLOOR - 1302,54 GAA716F - 956,96 9q, 11 TOTAL - 7327,44,q,11 Date: 08/18/2011 Scale: AS SHOWN A- 1 115'-6 12'-5" 11.1/8" TJI 0 16" O.G, 5 (2)-11.1/8" LVL CANTILEVER MONO -PITCH TRU55 • 16" O.G. 8: Q in a N L3) -2x8 F F DECK JOISTS 2x10 to (5):72x8 HDR 7-77/8" / TJI • \L 16" 0 55'-8" J5T NOR SCHEDULE NOR NO. DESCRIPTION Fid HU5-26 e LU -26 0 5UR-26-2 (Assumes 2 -ply Hip Truss) Q SUL-26-2 (Assumes 2 -ply Hip Truss) 0 SUR -26 O SUL-26 0 TH65V-5.50/4 Yi/ (19)-1/4" dia. x 9" SDS Screws to Support 0 TH6612-5D55 A/ (22)-1/4" dia. x 5" SDS Screws to Support 11) THSCHS-SD54.5 NV (26)-1/4" dia, x 4.1/2" 5D5 Screws to Support 14 (5)- 1.1/4" LVL FOR (2)- 11,1/8" LVL TAPERED 2x10 • 16" O.G. 2x10 e 24" O.G. .v.' Q in (5)-4.1/2" u m LVL WIOx54 (1041-11.1/2") (1)-11.1/8" LVL -- �_.=_•_ - -SPAN CO` . 11.1/8" TJI • 16' OG. (1)-11.1/8" LVL T.O, PLYWD 110'-1.5/4" 2 -SPAN CONT. 11.1/8" TJI 1C -alb" O.G. / TAPERED 2x12 • 16" O.G. rTov,.O. PLATE .I/8" (5)-4.1/2" LVL HDR ((9)-2x8 HDR La_ .v24.19&20_ HIP TRUSS STUB TRUS 0 24" O.C, 2-5PAN CONT. (5)-11.1/8" LVL II.VB" TJI 11.1/8" TJI' 2 -SPAN CONT. • (5)-11.1/8" (2)- 11.1/8" LVL JACK TRU% e 24" O.G. IOPENI HDR (5)-2x8 HDR 7111.039 STEP DOWN TR)_55. 5._8 HDR-\ 613 HIP TRUSS JACK TRU55 • 24" O.G. (5)-2x10 HDR JACK TRU55 • 24" O.G. JACK TRUSS RE -E HAVE "-1" YPIIC H6R NO, DESCRIPTION ,j see ws6 4 See 1/51 y„) I115-2.06/11.88 (see H/56) (1:) HU -612 V)/ (22)-I6d Nalls to Support C;) HHU5-5.50/10 1.j HUGO-612-5D5 C) See 0/56 CD HUG -412 iN/ (22)-16d Nails to Support 11) HU5-412 (a MIT -11.88 re, MIU-1.81/11 (3) HSUR-210-2 (Pack -out KO Per K/56) SUR -210 (Pack -out 1A110 Per K/5b) 12'-0" 26'-4" INEERED RF T USSES ENGINEERING FOR INSPE OR i AT IME OF FRAME INSPECT!I /2'LLe sor7, ,e/6 /t9 I 101-2" 41-4" 2'-4 I'-0" 41.2 12'-6" 6'-O" 41-5" 54'-5 1151-b UPPER FLOOR d LOWER ROOF FRAMING, PLAN NOTES, I. --T floor foist or roof rafter (showing foist span direction). 2. Floor joists to be 111/6" TJI/210 unless noted otherwise Nita). 5. Floor sheathing to be 25/52" thick (nominal) tongue and groove plywood (See Sheathing Notes, sheet 5-1). 4, IC � joist hanger or beam to beam connection. 5, .L._ _-_�,designates stud wall supported on the framing at thea revel. 6.5 S wood stud wall below this level of framing. Space studs at 16" on center at all exterior walla and all bearing walls. 1. Minimum header size to be 2- 2x6 at 2X4 stud walls, and 2- 2x8 at 2x6 stud walls. For exterior HDR see detail B/55. 8. Support headers each end with 2 studs (I Jack + I King) minimum. column or post from above that Is supported on framing at this level. UPPER FLOOR 4 LOWER ROOF FRAMING PLAN 1/4"•1'-0" PLAN NORTH 10. ■ designates HDR support or post whlch 5upporte framing this level. Minimum post sizes, 2-2x4 and 22x6 at 2x4 and 2x6 stud walls respectively. Where the post supports a post above provide solid blocking or 'squash blocks through the floor. Post and HDR Support Schedule, OF (4)-2x6 (2 Kings + I Jack each side) OA IOxlO Timber Poat TS 4x4x1/4 (See M/56) © ;544;1_22:x:66 0T'S 4x;xl/4 (see 0/56) ©5(I Jack +2Kinge)C TS 4x4x1/4 W/ CGO-5.1/4 Column Gap (2 Jacks + 2 Kinga) C (5)-2x6 V,� AG6 Post Gap each side. OE (5)-2x6 (5 Jacks + 2 Kings) bio/p 7,e II. TJI designates framing members manufactured by True -Joist Corp. or approved equal. 12. LVL ■ Laminated Veneer Lumber. See Structural (Senora, Notos for allowable stresses. LVL's shall be 194" thick. 15. 6.L. ■ blue -Laminated Timber. See Structural General Notes for AITG designations. Continuous multiple span 6.L. beams shall be ASTM 22F -V8. 14. Timber beams to be Douglaa-Fir No. I or better. 15. /""1. vertical step In floor framing. 16. (XX' -X") ■ top oP steel beam. =A-an/Any Aknt er..f MIS side otiny�ssriteel4-s KURTZ ASSOC I RTES, NG. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO 0110) a45-6505 HOGAN RESIDENCE 1550 COUNTY RD. 100 MISSOURI HEIGHTS GARF1ELD COUNTY, COLORADO DRAWN BY: J.L.G. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO.: II -15 DATE: PREL I MI NARY PRICING SET: O6/I5/11 CONSTRUCTION SET: 0-1/27/1 I REVISED: 08/18/11 SHEET TITLE: UPPER FLOOR 8 LOWER ROOF FRAMING PLAN SHEET: e;-4 2x10 HIP it RAFTER- TYP 5 51DE5 PARTIAL PLAN I" = I'-0" EDGE NAILS BEVELED 2x BLK'6 BTWN TRUSSES - NOTE: BLK'G TO BE NOTCHED FOR VENTILATION: ▪ r Tc7/.I/2" EQUAL�� FASCIA - SEE ARCHITECT 2x6 RIM W/ (2)-I6d NAILS TO EA. TRUSS 16d TOENAIL O 8" O.G. 12 8 fib" HEEL HEIGHT 2x6 STUDS TYPICAL TRUSS BEARING 2x6 STUDS PREMANUFACTURED ROOF TRUSS ATTACH EA. TRUSS EA. END W/ H2.5A HURRICANE TIE I" = I'-0" NOTE 1 PRIMARY RAFTERS ARE CONTINUOUS TO THE BEARING WALL. 2. LOWER ROOF (BELOW OVER- FRAMIN6) TO BE SHEATHED IN ACCORDANCE W/ SHEATHING SCHEDULE. PRIMARY ROOF FRAMING G� (RAFTERS OR TRUSSES) 1/4, \ 1/4, \ i 4dBOX HDR: 2x6 PLATE TOP d BOT + 2x EA. SIDE (SEE PLAN) Ibd NAIL 8" O.G.- TYP RIGID INSULATION TYPICAL ENERGY EFFICIENT BOX HDRUU Ca\ 1" = 1'-0" � (— - WOOD STUD BEARING WALL OVER -FRAMING TYPICAL OVERFRAMING: PLAN VIEW PLAN: 1/4" = I'-0", DETAIL: I" = I' -O" 5'-7 5'- PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION TG LC e $o f$1 "1/6, /8 PROVIDE CONTINUOUS 2x8 PLATE 0 VALLEYS - NAIL PLATE TO EACH PRIMARY RAFTER W/ (5)-I6d OVER FRAME RAFTERS: 2x6 ® 24" O.G. DESIGNATES 2x4 STRUT - TYP 2x6 40'-Q" 11'-2" 3'- 6'-5" 5'-0" i'-4" 5'-5" 2 -O" -4. JACK TRUSS (5)-7.1/4" LVL HDR (2)-2x10 HIP- TYP 0 TURRET O : In 2x10 RAFTER- TYP 0 TURRET Q 21 in i \ (5)-2x8 HDR STEP DOWN GIRDER TRUSS 5EE E/55 n� =ry 2x6 RAFTER I\ Ci3 1 0 24" O.G. 'r 0 i i- (2)-2x6 HIP -1� Q q iv x4 POST OVER -FRAME RAFTER m 2-16d TOE -NAILS TRUSS TOP CHORD OR RAFTER BEAR BEVEL GUT STRUT ON PLYWD DIRECTLY ABOVE TRUSS Ito (2)-2x6 HIP STEP -DO TRUSS HIP MASTER ,HDR (5)-2x8 (5)- 2x6 HDR JAGK Q TRUSS n Q 4_ 4 in —sr ;r JACK TRUSS 2x10 RAFTER TYP 0 TURRET FACE NAIL EACH STRUT -T0 -2x6 VV/ (2)-16d 51NKER5 (2)-2x10 HIP- TYP 0 TURRET I'-0 I'-0" 6'- 12'-6" / 4'-5" 6'-0" / 4'-5" / 1x4 HORIZ BRACE W/ (2)-I6d NAIL5-TO-POST PRIMARY ROOF SHEATHING 5'-0" 5'-7 15'-5 STEP DOWN GIRDER TRUSS 5/8" = I' -O" 8 12 4'-a" -b" U 4, -q 14'-6" STEP DOWN GIRDER TRUSS 5/8" = I'-0" UPPER ROOF FRAMING PLAN SCALED TO FIT ..IST MGR SCHEDULE H6R NO. DESCRIPTION 0 H05-26 © LU -26 0 SUR -26-2 (Assumes 2 -ply Hip Truss) 0 SUL-26-2 (Assumes 2 -ply Hip Truss) 0 SUR'' *26 0 SUL-26 0 L5 -i0 0 L5-10 each side 0 L55U-210 0HUS-26-2 0 HUSR-46 ® TH6;2-5055 W/ (22)- 1/4" dla, x 5" 5D5 Screws to Support A7Zi1ntm9' /11,1444.0- IMO x,1444. — PLAN NORTH ROOF FRAMING PLAN NOTES I. --e-- T- Designates rafter or premanufactured roof truss, showing span direction. 2. IC -2 Joist hanger or beam to beam connection. 5.5 5 Wood stud wall below this level of framing. Exterior wails to be 2x6 studs 0 Ib" O.G.. 4. Minimum header size to be 2- 2x6 at 2X4 stud walls, and 2- 2x8 at 2xb stud walls. For exterior HDR see detail B/55. 5. Support headers each end with 2 studs (I hack + I king) minimum. 6. ■ Designates header support or post which supports framing this level. Minimum poet sizes: 2- 2x4 and 2- 2x6 at 2x4 and 2x6 stud walls respectively. Post and Header Support Schedule OA (4)-2x6 (2 Kings + I Jack each side) ©(5)-2xb © (5)-2x6 (I Jack + 2 Kings) O (4)-2x6 (2 Jacks + 2 Kings) DE (5)-2x6 (2 Jacks + I King) 1. LVL ■ Laminated Veneer Lumber. See Structural General Notes for allowable stresses. LVL's to be 1.5/4" thick unless noted otherwise. 8. b.L. ■ blue -laminated timber. See Structural General Notes for AITC designations. Continuous multiple span 6.L. beams shall be ASTM 22F -V6. 9. O.F. designates overframing. At general contractor's request O.F. to be supplied by truss manufacturer. Alternate O.F., see 0/55. 10. (X/12) designates beam slope. II, bx timber beams to be Douglas -Fir No. I or better. KURTZ 4t ASSOC I RTES, NG. 5012 COUNTY RD. 154 GLENWOOD SPRINGS, COLORADO (1'10) 4145-6305 HOGAN RESIDENCE /350 COUNTY RD. 100 MISSOURI HEIGHTS GARF1ELD COUNTY, COLORADO DRAWN BY: J.L.G. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT NO.: II -15 DATE: PREL I M 1 NARY PRICING SET: 06/15/11 CONSTRUCTION SET: 01/2"1/1 I REVISED: 08/18/1 I SHEET TITLE: UPPER ROOF FRAMING PLAN SHEET: S=5