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HomeMy WebLinkAboutPlansNo. Description Date TWO STORY • 3 BDRM • 3 1/2 BATH SINGLE FAMILY RESIDENCE SHEPHERD RESIDENCE LOT 12 • BLUE CREEK RANCH SUBDIVISION CARBONDALE • GARFIELD COUNTY • COLORADO OWNER: FARR & KATHY SHEPHERD 132 GARFIELD AVENUE CARBONDALE, CO 81623 ARCHITECT: GRW ARCHI'T'ECTURE, LLC P.O. BOX 95 CARBONDALE, CO 81623 ENGINEER: KAUP ENGINEERING, INC. 1129 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 CONTRACTOR: NORWEGIAN WOOD, LLC 110 QUENT CARBONDALE, CO 81623 I DRAWING INDEX: C-1 SURVEY SP -1 SITE PLAN A-1 MAIN LEVEL PLAN A-2 UPPER LEVEL PLAN A-3 ROOF PLAN A-4 FRONT / LEFT SIDE ELEVATIONS A-5 REAR / RIGHT SIDE ELEVATIONS A-6 BUILDING SECTIONS A-7 WALL SECTIONS A-8 WINDOW / DOOR SCHEDULES & DETAILS ROOM AREAS & FLOOR FINISHES S-1 FOUNDATION / SLAB PLAN S-2 UPPER FLOOR & LOW ROOF FRAMING S-3 HIGH ROOF FRAMING S-4 STRUCTURAL NOTES & DETAILS S-5 STRUCTURAL DETAILS APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD G EPAR Date 7 // By LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE page of Se.e $/ A e»» \ 5M1/din f , yuirrktati 3, / CO 0 N c CO architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch6q comcast.nct George R. Winne A.I.A. COLORADO Phont: 970.618.4346 Fax : 970.704.5062 CO #3061)99 NY #022861 FLORIDA Phonc: 561.644.4704 Fax : 561.404.4988 FL #(x)07732 COA #26001453 Shepherd Residence Lot 12 • Blue Creek Ranch Subdivision Carbondale • Garfield County • Colorado Two Story • 3 BDRM • 3 1/2 Bath • Single Family Residence sheet description: COVER • r W CO—J L t a C, U) CO N Co a coU co N d as N J o • a - C [) o fZ a) o D to N U U co drawn t AleiSs checked, / date o7/r f &/ u Job no. 'tct,l 0Q Q. / sheet J ^ 2. seal Altar I tiPO 0" 30:••9 GE' GE * 1a� . O CJ..\\\ \�i • r W CO—J L t a C, U) CO N Co a coU co N d as N J o • a - C [) o fZ a) o D to N U U co No. Description Date AveWII C1Q to n,L tNSut-frav �. 'FeccTot2.= o,g DOOR SCHEDULE 4- e (1 6,1° x r0ie . ( t/o v- P,/0 �1) �/p `�- OL. LP/GL i M C> Temp 'ter^ p TrtM(� GU 9TVM. e,4c2-'7t GU'5TG1 .t4T2-`'/ '2O N!ih L • Va 4 LI • I a N L NI G riV( MActstT �.tiMIL N fir Vt cazt UW14011.7' '0 0 2 Ork rit • J 004, /1 wipe/w/o: (2 3s See Ply fr# »tM MM 1 2001 cce 12,1,i/roles)5 . 3 10 11 CI) sie •pt /0 (I) 2/92 )L CC.) 2/0,c 4-/C eVu 11-1.G eo1/4I1t4CG `r? C� a/c' 4a' 0) t /o,c 9/9 V4000 ?A oi00 151-F01)7 PVH 0 IMP I G1.14 bOOPJ - u•EActoi2 100.3 ROOM AREA & FLOOR FINISH SCHEDULE ROOM AREA FLOOR FINISH MAIN LEVEL: FOYER POWDER ROOM LIVING ROOM KITCHEN DINING ROOM LAUNDRY & CLOSET MUD ROOM & STORAGE PANTRY HALL (DINING) HALL (DEN) DEN/LIBRARY MASTER BEDROOM MASTER BATH MASTER CLOSET MECHANICAL ROOM GARAGE UPPER LEVEL: BEDROOM #2 BR #2 CLOSET BEDROOM #3 BR #3 CLOSET BEDROOM #4 BR #4 CLOSET BATH #2 BATH #3 HALL 39.0 SF 30.0 SF 410.0 SF 191.0 SF 138.0 SF 85.0 SF 103.0 SF 17.0 SF 66.0 SF 24.0 SF 120.0 SF 287.0 SF 144.0 SF 94.0 SF 43.0 SF 518.0 SF 155.0 SF 23.0 SF 129.0 SF 11.0 SF 355.0 SF 28.0 SF 74.0 SF 67.0 SF 88.0 SF WOOD WOOD WOOD WOOD WOOD TILE TILE WOOD WOOD WOOD WOOD WOOD TILE CARPET CONCRETE CONCRETE CARPET CARPET CARPET CARPET CARPET CARPET TILE TILE CARPET l architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grnarch@comcast:net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.7043062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 NORWEGIAN WOOD CONSTRUCTION ■ COLORADO I date 06/2/0 t WINDOW SCHEDULE sheet Ars sheet description: Doof2 jj /w fl4O0 O A } oR & . ,� 91•'.1 4.:A 1 geHAP-44.:- © 4 I z es 11/41 x1-0 MAT` ., 0) tic, )(go kaon t me -o omm p 1 *! a `viT 4 41 nr lit A . (1) c/o_ . S v in of ' KAT. 1 ft) 1216> %9/0 �cy9M��}1° / 4_ ' > - fi H..c`t'i�. l �.. _ �^� { 1 T -... !cf '._. .tok k 1 1 1 II, r✓ y ( 1) .�,-/ o k' / O AV /Ark _ i F f VC of/ct,, Mt ?LATE- 1 (V 2/Go x /a C9Mrt' riAlt f H ( l) 1,p0 140C9MT Geist ` p#./►�T fifato I 4- ., G k/0 1- v a. 2/0 AYE N ?LA -r 5 t_ it 421 G X 2/6x9 rlXep -r sP 2- C70Ni Le CSI) Ofo * r r I p 1 112N_"chi •�, ® Die t 1 Y ''4 P P m Z1Coxito f riLreo ItekTrea, ► Q C'-) 2/& % IS l:? 1, OAT 1 (2 C2a tido 'ilCo c,m T' pl.k__. 1. UI�tT 0) /O +/a i 09M1- r 'L AveWII C1Q to n,L tNSut-frav �. 'FeccTot2.= o,g DOOR SCHEDULE 4- e (1 6,1° x r0ie . ( t/o v- P,/0 �1) �/p `�- OL. LP/GL i M C> Temp 'ter^ p TrtM(� GU 9TVM. e,4c2-'7t GU'5TG1 .t4T2-`'/ '2O N!ih L • Va 4 LI • I a N L NI G riV( MActstT �.tiMIL N fir Vt cazt UW14011.7' '0 0 2 Ork rit • J 004, /1 wipe/w/o: (2 3s See Ply fr# »tM MM 1 2001 cce 12,1,i/roles)5 . 3 10 11 CI) sie •pt /0 (I) 2/92 )L CC.) 2/0,c 4-/C eVu 11-1.G eo1/4I1t4CG `r? C� a/c' 4a' 0) t /o,c 9/9 V4000 ?A oi00 151-F01)7 PVH 0 IMP I G1.14 bOOPJ - u•EActoi2 100.3 ROOM AREA & FLOOR FINISH SCHEDULE ROOM AREA FLOOR FINISH MAIN LEVEL: FOYER POWDER ROOM LIVING ROOM KITCHEN DINING ROOM LAUNDRY & CLOSET MUD ROOM & STORAGE PANTRY HALL (DINING) HALL (DEN) DEN/LIBRARY MASTER BEDROOM MASTER BATH MASTER CLOSET MECHANICAL ROOM GARAGE UPPER LEVEL: BEDROOM #2 BR #2 CLOSET BEDROOM #3 BR #3 CLOSET BEDROOM #4 BR #4 CLOSET BATH #2 BATH #3 HALL 39.0 SF 30.0 SF 410.0 SF 191.0 SF 138.0 SF 85.0 SF 103.0 SF 17.0 SF 66.0 SF 24.0 SF 120.0 SF 287.0 SF 144.0 SF 94.0 SF 43.0 SF 518.0 SF 155.0 SF 23.0 SF 129.0 SF 11.0 SF 355.0 SF 28.0 SF 74.0 SF 67.0 SF 88.0 SF WOOD WOOD WOOD WOOD WOOD TILE TILE WOOD WOOD WOOD WOOD WOOD TILE CARPET CONCRETE CONCRETE CARPET CARPET CARPET CARPET CARPET CARPET TILE TILE CARPET l architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grnarch@comcast:net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.7043062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 FL #0007732 COA #26001453 drawn, • I NORWEGIAN WOOD CONSTRUCTION ■ COLORADO I date 06/2/0 t 1GLE FAMII RD RES] LEEK RANCH :OUNTY • C( sheet Ars sheet description: Doof2 jj /w fl4O0 O A } Z%4 i T' C t=' q'," '4 LP drawn, • I checked: date 06/2/0 t runt°. Wok,°CO sheet Ars seat I \\ f COs 300. O RIC W to 99 • E 0 rjN� 0 O 1 • 4 -(DO. 1 l 1. 14, ti (0,A1 r 94, fi (0'43/4t1 1 14' 4`Iv 11 `+Z1 1 t it Tr+e5,1, l) T? 1 ' TW 4-1 00. U .41 qo. o I0I t °T- -L '' Gve Q 9 M� ■I 1 I I T+994tt _ I�Ji, ri i (0'101` ;its lid bilV-rr �'•4- —,- CONS:,, "tW +40)% 4`. 4r °). 11114 rat_ a I � T a, T, a, G. r at 100e 0 Jr* TW +toot° ¶P 1-49".4-" fi TW 4-100.0 TF +9G1'42" IF -rf4,1f&' Tr deo. t(Ova o GOIt ori:;r .,:s 11 4-917(4‘ T 4%',C' ® (r Vire �i'9r1ti • e dr -- Tkiki +loofo 1 Thi Tr G" T, n. o. 't F• +s (p'' eD TW TV' GO G ick mkt)S1,t' 1 -- Ai - V : �l1 1 lir 110`,11,v I tri rj'bf 1- Vital i io I , 0'O I L 1- 11,ttt 4- 0141,1 114 ttQtLO j '34 1 yt TF +,(1) 1-p +e ;51`. f TF 4) &1o" t -r 4-4 00,0 ,9',9)"tv +942' CONCRETE SLAB ON GRADE: MINIMUM 4" POURED CONCETE SLAB (3000 PSI) WITH #4. BARS @ 18" O/C OVER 4 MIL VAPOR BARRIER ON COMPACTED GRANULAR FILL. PROVIDE 8" THICKENED EDGE AT ALL DOOR OPENINGS W/ 1 #5 NOSING BAR. SLAB TO HAVE RADIANT HEAT PIPING (12" OC) SET 1N CENTER OF SLAB AND TIED TO REINFORCING. 4 % 4d/2 (O1AC) oii TW +,P,t`(4" -r! 2Cs'•ili► _FOUNDATION PLAN 1 4 I /-,;, 9, /2/ 7 • t 4 0 r 60t4C.. I WA UA (i V%L000 VLN 6 • »Jun 1h1C.1 4 'Ata :T Ori UMOtC rU{ G' 'OIL. * A1,1, ''x " Ext, * WM CoLLIHRtfr *ST ON. (sr $ c4V% PtP.9 W c'tMrt'o •?c""7T • TO of Go$c4tit w 4 '>. c. +100,0 -t-0O2910)5/0411a • ?Iiov 1 C%- I 'tlA1c4E.N D G Mets P1209- OFFA i 046,40 O s ti FOUNDATION & SLAB NOTES 1. AREAS OF FILL BELOW ALL CONCRETE SLABS TO BE STRUCTURAL COMPACTED BACKFILL AS DESIGNED & APPROVED BY SOILS ENGINEER. 2. ALL EXTERIOR & INTERIOR FOOTINGS & PADS TO BEAR ON NATIVE UNDISTURBED SOILS (TYP). 3. PROVIDE CONTROL JOINTS @ 10'-0" OIC (MAX) IN ALL SLAB AREAS. HOLD RADIANT TUBING DOWN TO ALLOW FOR CONTROL JOINTS. 4. ALL WOOD POSTS SHOWN ON THIS DRAWING ARE (3) 2 x 6 U.O.N. 5. THE OWNER & CONTRACTOR HAVE READ THE SOIL REPORT BY "HP GEOTECH" #109-105A OF FEBRUARY 11, 2009 AND HAVE ELECTED TO ACCEPT THE LOW RISK OF SUBSIDENCE DUE TO SINK HOLES THAT EXIST FOR THIS SITE. SUBSEQUENT OWNERS SHALL BE NOTIFIED OF THIS RISK AND SHALL ELECT TO ACCEPT THE RISK. architecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwarch@cotncastnet George R. Winne A.I:A. COLORADO Moue: 970.618.4346 Fax : 970,704.5062 CO #306099 NY 4/022861 FLORIDA Phone: 561.6444704 Fax 561.404.4988 FL 410007732 COA #26001453 TWO STORY SINGLE FAMILY RESIDENCE SHEPHERD RESIDENCE LOT 12 • BLUE CREEK RANCH • CARBONDALE GARFIELD COUNTY ■ COLORADO NORWEGIAN WOOD CONSTRUCTION ■ COLORADO sheat description: fvt»t 'AT(. O ►t4 1.1� 4 i ' �`f y}�� r� imp i..2?/1 t * mat 2P.- n pp C' 1. .! h - -c/114,& A 1Ox2* *(12.EAP IV*9 j 451 fit A -I p Pic, 0 44, t:-- 0 42%41At) 17Aa 4*9‘0(1/41•Prtit P ,07.04 ID t -XT• * e P')j c/c 1/4i. E, vkat vtIo rAn S9e.t'L-7e_ Ev4 T' 2 hd2.d 1© P,k 2 lytt.t✓j Ew.pyryt architecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwarch@cotncastnet George R. Winne A.I:A. COLORADO Moue: 970.618.4346 Fax : 970,704.5062 CO #306099 NY 4/022861 FLORIDA Phone: 561.6444704 Fax 561.404.4988 FL 410007732 COA #26001453 TWO STORY SINGLE FAMILY RESIDENCE SHEPHERD RESIDENCE LOT 12 • BLUE CREEK RANCH • CARBONDALE GARFIELD COUNTY ■ COLORADO NORWEGIAN WOOD CONSTRUCTION ■ COLORADO sheat description: fvt»t 'AT(. O ►t4 1.1� 4 i ' No. Description bate 1 MMI4 1=L 51APP drawn checked. } date �`f y}�� r� imp i..2?/1 t Job rte. 2ao.1 i!! oi op shoot C' 1. seal _ � 9�)1\ �.::i:.,;., .EG/ • •= _ X22 r,,' � V v + t.•aC //////%,�i�111 f • to91r 4 bttk(4-1 'WA LE Dol. Wirt) 99 M2 5 gervcic e EA0I- STUD 1 ' 1c..) 6 a� S Nta a z S E ek ¶0. too‘.91 TIP P f- Mkt - St --© GA1 ;its{ 1-1k ,iot4 a wit tttt$ (teat Jot7en L_ 0 I I o ATlAC4% 1J14 1-SP6 tek) eitin 2_9412. WO 43“ hvvMth 4.1.t Ott--\ F- uaM re s e/ec ce/ ge.a74 in A t. -1/4V fiefintm 4/Ann ifrs pt 7d.'J e/ecAn- r/ Ayr/ , ri m /4€74.1/1am A- tont/ Coope, o7. t t �' 'la: U UPPER FLOOR & LOW ROOF FRAMING 1 : ALL Cr MMSS ?lig WALL,? -TO t? E. 3) ? ti , - (., +e.1 t NEkr TO 1,E. (2) eta- utio,N apt, EMM, CIO PICAp+W6-9 ) TE �*' , MLL C Fs E -MD mi.bkt-tom th E. R }' tl, EN(7, OF T-Ue'= /I I No. 1 Description PERMIT Date 3/12/09 1 REVISIONS 7/6/11 nal DETA I LS AND GENERAL NOTE5 5.4 oWituatuinufr Tr LOTI2 BLUE CREEK RANCH 3/12/09 A. DESIGN LIVE LOADS B. SNOW 2. RESIDENTIAL 3. WIND: 4. SEISMIC ZONE DESIGN CODES 40 P5F 40 PSF WIND SPEED 90 MPH (3 SECOND GUST) EXP B I. INTERNATIONAL RESIDENTIAL CODE (2009) 2. ACI BUILDING CODE (AGI 318-95) 3. AISC STEEL CONSTRUCTION MANUAL (9th Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (4th Edltion) C. FOUNDATION NEW BUILDING FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARI PRESSURE OF 2500 PSF, PLACED ON UNDISTURBED SOIL. SEE SOILS INVESTIGATION REPORT NO. I 0I5A, FEBRUARY II, 2001 BY HP GEOTECH FOR ADDITIONAL SOIL DATA AND CONSTRUCTION REQUIREMENTS. THE OWNER SHALL RETAIN A SOILS ENSINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY BEARING CONDITIONS. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT VETTING OF THE BEARING SOILS. PROVIDE UNDER SLAB DEWATERING PER SOILS REPORT. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH TIE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 318-89) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON (GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20-0" C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 56 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - •5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS, WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING, PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTING TEMPLATES. E. CONCRETE MASONRY ALL GNUS SHALL CONFORM TO ASTM CRO. CMJ'S USED BELOW GRADE AND ALL EXItKIOR WALLS SHALL BE GRADE N -I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO WEATHER OR EARTH MAY BE GRADE N -I OR 5-I. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL CONFORM TO ASTM 210, TYPE 5. GROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL. BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALL MASONRY SHALL DEVELOP 1350 PSI ULTIMATE COMPRESSIVE STRENGTH OW IN 28 DAYS. ROD GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN CM WALLS MAXIMUM 24'-0" O.G. EXCEPT CMU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-0-AAL" OR AUTHORIZED EQUIVALENT SPACED AT Ib" O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN GROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4-0" UNLESS GLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0". PROVIDE I - •5 IN CENTER OF GROUTED CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.G. UNLESS NOTED OTHERWISE ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL REINFORCING. PROVIDE 2 - •5 CONTINUOUS HORIZONTAL IN 8" DEEP &ROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48' LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE GO. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS, PROVIDE I - *4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. F. STEEL ALL STEEL SHALL CONFORM TO ASTM A56 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A55 (GRADE B). ALL SHOP CONNECTIONS SHALL BE YELPED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A5O1 5/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A301, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A501. 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. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS 01.1 "STRUCTURAL WELDING CODE." ALL WELDS SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER. TOUCH-UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 155 OR EQUIVALENT. EXPANSION BOLTS SHALL BE "WEJ-IT", "RED HEAD", KWIKBOLT', OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. 6. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SMALL BE KILN DRIED DOUGLAS FIR/LARCH •2 GRADED AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND {NAPA. HEAVY TIMBER FRAMING (DOUGLAS FIR NO. I ) Fb = 1300 PSI Fv = 85 PSI E = 1600000 PSI SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 CROSS BRIDGING AT NOT MORE THAN 8'-0" O.C. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM REQUIREMENTS PER UBC SECTION 2511.(g).1. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 23 -II -B -I OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS: USE THICKNESS SPAWINDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF 5/4" SLOPED ROOF 5/8" FLOOR 3/4" Tab SHEAR WALL 1/2" 48/24 52/16 48/24 24/0 8d • 6" O.G. Bd • 6"O.G. Ed • 6' O.G. 8d • 4" O.G. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. 8d • 12"O.C. 8d •12" 0.0 8d • 12"O.C. 841 •10° O.G. GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR SOUTHERN PINE. LAMINATED MEMBERS 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. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS. ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS: MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F Fb = 2400 PE: Fv = 165 PSI E = 1800000 PSI. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD WEBS CAI I PT) FOR ON THE DRAWINGS AS "TJI/" ARE AS MANUFACTURED BY THE TRUE - JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. FABRICATED WOOD TRUSSES: PROVIDE ENGINEERED OPEN WEB ROOF TRUSSES AS PROFILED BY DRAWINGS. DESIGN TO GARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW REQUIREMENTS OF THE INitPNATIONAL BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 a WITH A MAXIMUMALLOWABLE TOTAL LOAD DEFLECTION OF L1360. SHOP DRAWINGS, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS LAYOUT f BRACING. TRUSS TO TRUSS CONNGECTIONS TO BE DESIGNED I SUPPLIED BY TRUSS MANUFACTURER. SUPPLY ALL PLATES, BLOCKING, BRIDGINGDRACING, STIFFENERS, BEARING ENHANCERS 4 OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR. MICRO=LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 13/4" THICK CALLED FOR ON THE DRAWINGS AS 'ML" ARE AS MANUFACTURED BY THE TRIS -JOIST CORPORATION OF BOISE, IDAHO. MICRO=LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12" O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS. I. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. J. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. K. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. L. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E 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, ETC. 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 THE PROGRAMS INCIDENT THERETO. N. SPECIAL INSPECTION STRUCTURAL WELDING: ALL SHOP WELDING TO BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP. ALL FIELD WELDS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. STRUCTURAL BOLTS: ALL BOLTED CONNECTIONS DESIGNED TO BE A301 BOLTS THEREFORE NO SPECIAL INSPECTION REQUIRED. BOLTS DESIGNED TO BE SNUG FIT. ROOF PLAN NOTES: I) U COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE 3) C JOIST HANGER 4) JOIST BEARING Si �T GONG = BUILDING ELEVATION 00-0" 6) ///// STEP OF CONCRETE 4 OR PLYWOOD SURFACE /////7 7) [XXX' -XX"] BEAM ELEVATION 8) OVERFRAMING a17 • DISCONTINUOUS SEAM 10) CONTINUOUS BEAM II) T PLATE= / 110'-0" TOP OF 2X PLATE 12) ALL ROOF SHEATHING WITH A 3:12 SLOPE OR GREATER TO BE 5/8" CDX PLYWOOD ALL ROOF SHEATHING WITH LESS THAN A 3:12 SLOPE TO BE 3/4" CDX PLYWOOD SEE GENERAL NOTES FOR NAILING 13) ALL COLUMNS 3-2X6 TYP UNO 14) ALL HEADERS 3-2X10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS ROOF PLAN NOTES FLOOR PLAN NOTES: I) • COL BELOW OR COL ABOVE AND BELOW 2) ❑ COL ABOVE 3) C JOIST HANGER 4) JOIST BEARING 51 G T ONC = BUILDING ELEVATION 100'-0° b) ///// STEP OF CONCRETE / OR PLYWOOD SURFACE i///// �) [XXX -XX"] BEAM ELEVATION 8) R) —■ 10) II) T PLATE= // 110-0" 12) ALL SUBFLOORS TO BE 3/4"T46 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING OVERFRAMING DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE 13) ALL COLUMNS 3-2X6 TYP UNO 14) ALL HEADERS 3-2X10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS FLOOR PLAN NOTES FOUNDATION PLAN NOTES: I) TW -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 3) TL -TOP OF CONCRETE LEDGE ELEVATION 4) 10 STEP TOP OF WALL 5) STEP STEP CONCRETE FOOTING FT& b) ///// STEP OF CONCRETE OR PLYWOOD SURFACE 7/7/7/ SCONC = BUILDING ELEVATION 100-0" 8) PAD FOOTING SYMBOL 4) [XXX -XX"] BEAM ELEVATION 10) • COLUMN FROM ABOVE 3-2X6 TYP UNO COLUMN II) OVERFRAMING 12) ALL CONCRETE WALLS 10" THICK UNO 13) VENT CRAWL SPACE PER UBC PROVIDE BLOCKOUTS IN FOUNDATION WALL AS REQUIRED SEE GENERAL NOTES FOR REINFORCEMENT 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS FOUNDATION NOTES 1,400D COLUMN SEE PLA COLUMN TO PIER CONNECTOR SEE PLA PACK AS REQUIRED T.PIER SEE PLAN 3 TIES 0 12" O.G. 111=11I -1I1= 4 - *5 DOWELS X FULL HT I bIII- -1 1 1 1=111_111_ 1 -111-111- O M III— " I I I l l I I I I I I I I-1 11—I 1 1- 5EE PLANT -1 In' I I—I l l—Ill—I I- x II; Ill=lll„III ONC PIER SEE PLAN III III EE PLAN FOR FT6•REINF I I -1I III- SII—I TYPICAL PIER DETAIL 3/4” = I'-0" 5 6LULAM AM SEE PLAN —11 T.FT6 SEE PLAN FOOTING TO BEAR ON NATURAL UNDISTURBED SOIL BELOW FILL. SEE SOILS REPORT 2-5/8"0X18"LAGS PACE 3 1/2" APART. COUNTERSINK PI•r_}tg9 T BEAM- dia SEE PLAN MICROLAM EAM SEE PLAN 8 x COL SEE PLAN BEAM TO BEAM CONNECTION N.T.S. T BEAM= SEE PLAN BR1_GOI7 TIMBER -STRAND BLOCKING OVER BEAM BELOW. T PLY = 0 SEE PLAN SHAPED 2X PLATE W/ /2" 0 BOLTS 0 24"O0 STAGGERED T BEAM toilk SEE PLAN TJI FLOOR JOISTS SEE PLAN STEEL BEAM SEE PLAN DEEP STEEL SEAM @ JOIST BEARING 1 V2" = 1'-0" 13rn_Frr2 8x8 HT COLUMN EXTEND COLUMN INTO FLOOR RAMIN6 TO BEAR ON PACKED OUT BEAM 4 COLUMN MICROLAM BLOCKING 0 (4) IDES OF COLUMN W/ g" 0 THRU BOLT EACH WAY OFFSET I" T PLY= SEE PLAN T BEAM- SEE PLAN ML BLOCKING • (4) SIDES OF COLUMN (4) I" 0 x 14" LAGS (2) EACH SIDE BUILT-UP MICROLAM BEAM SEE PLAN BUILT-UP 2x 8 COLUMN SEE PLAN INTERIOR TIMBER COLUMN @ FLOOR SYSTEM 1/2" = I' -O" Bm_co15 T WALL= SEE PLAN MASONRY TIE • 16" O.C.E.W. STONE VENEER SEE ARCH —m—I III 11111 11111 i l FOUNDATION DRAIN_ SEE SOILS REPORT 10" 0 ago 0000 oh0 0 0o'ooc o'0 0 00o2c 000, Goal "¢ o e o`r -0;00'0°o o° `O�O„C SEE PLAN • • • • • 2xbo16"OC STUD WALL W/ I/2" PLYWOOD SHEATHING 2X6 RDWP SILL PL W/ /8"4'X12"ANCHOR BOLTS 0 32"OG • T GONG= SEE PLANIlluv 2) *5 x CONT TOP • BOT HORIZ 0 I6"OC *5 VERT • 18°0C CENTERED *5 X in LDWL o 18"OG ALTERNATE 8" LEGS EXTERIOR FOUNDATION WALL 3/4" = 1,-0" T WALL= SEE PLAN i—FT —1 III IVIII �,I —I 111- FOUNDATION DRAIN SEE SOILS REPORT 8" • T FTG SEE PLANIV 3-*5XGONT 2X6 RD/ND SILL PL W/ 32"X12"ANCHOR BOLTS • 2OG / 2) *5 x CONT TOP • BOT T GONG= • SEE PLAN II 0 0 0 0 0 0 1 OUI°°0I Oo0°°I Dp0I°°0o0OI°°0 ,00,0 0 U 0 0 D ° ° °t 0Ili1s2Alll-0°oo°°'oo°o 00o00°o°0 *5 VERT a 18'OC �GENTERED HORIZ 0 IG,"OG O *5 X to DAL • 18"O6 ALTERNATE 8" LEGS v O T FTG = SEE PLAN D°C° 0 0 0 °O°.0 ;000? o_o_ 000 ago' '.000 •,a0o 000000 0 -*SXCONT • IS — — SEE PLAN LOIN FOUNDATION WALL @ GARAGE 3/4" = I'-0" a a a 4 a 4 e 4 a a a 4 0 a e a 4 4 0 44 e a T FT6 SEE PLAN 44 . FOUNDATION WALL ABV a a a a 4 a a 4 4 4 ADD 2 -445X8' -O" CENTERED OVER WALL STEP .4 2 -*5 BENT ARS W/ 24" HORIZ LEGS —111-111 -11 I-1 I 1—I 2L I—III—Ill 11E1 EH I—I -111—III—II III— _ I_I I I—III—I I 10 I—I 1:III-111 ;III ___11=111.7--- --IllIll. FOOTING STEP 3/4" = I' -O" STL ROD 3/4"0X8" EPDXY GROUT // STL PLATE 5/8"X6"X6" STL PL 5/8"XIO"XIO" W/ P4.),„%"0 EPDXY BOLTS • • • • • T FTG = SEE PLA 8x8COL /-SEE PLAN Ftg_st•p 3/16 GONG SLAB SEE PLAN H55 4X4X3/16 STUB COLUMN 3/Ib INTERIOR PAD FOOTING @ SLAB 3/4" = I' -O" TFT& SEE PLAN CONC. FTG SEE PLAN 2X6 RDWD SILL X CONT YN/ 5/8"0X10" ANCH BOLT 0 92" OC 2-M5XCONT Te - 5 1/2" CONC. WALL SEE PLA ° '0 0 II, 0000° 000 0 0 O • 2X6 ERG WALL • 16"OC Q in •16"OC — (ALTERNATE LEGS) 6" SLAB ON GRADE iSEE PLAN T WALL) T SLAB= SEE PLAN 0000 o°o° 1 0 0 0 0 o�IIIG°G°°o°po°o°o°G°G' T FT6 I SEE PLAN III—' III SEE PLAN XCONT FOOTING TO SEAR ON NATURAL UNDISTURBED SOIL BELOW FILL. SEE SOILS REPORT INTERIOR YNALL $ FOOTING @ SLAB 3/4" = I'-0" Atki T WALL= SEE PLAN —tri -1111111111111111111 FOUNDATION DRAIN SEE SOILS REPORT Q •411 IMO • • Ftg_Iw2 2X6 RDW? SILL PL W/ /8"0X12'ANCHOR BOLTS 0 32°OC • 0000000000 9 00U0U0U0U0U °000000000000°0°0°0°0°000 �• 0^000 ono0o 00e0I°0 0 oC1e' — I T 1-1 `I I—I I f'-°- (2) *5 x CONT TOP • BOT u0 SEE PLAN LOW WALL IN/ SLAB 3/4" = 11-0" *5 VERT 0 18"0C CENTERED • HORIZ 0 16"0G I T CONC= adi SEE PLAN *5 X in DIAL 0 18"OG ALTERNATE 8" LEGS -•5XCONT T FT6 SEE PLAN EE PLAN FOR SLAB • REINF 016"CC SEE DTL 5/5.4 FOR WALL A REINFORCING THRESHOLD 3/4" = 1'-0" ak T WALL= NI,IPSEE PLAN �T CONC = PLAN T FTG oik SEE PLAN FOOTING TO BEAR ON NATURAL UNDISTURBED SOIL BELOW FILL. SEE SOILS REPORT CoIT_bs N T. SLAB •ifSEE PLAN T. WALL •IFSEE PLAN T reehld 2X6 RDkMD SILL PL VW 5/8"0X12"ANCHOR BOLTS O 32"OC • • V U O U V V p p U U V U U p 0 0p0q IGD 0 0 0 0 0 o e o 0 �11'1�121�1°I (z '—I 1 I—I FOUNDATION DRAIN SEE SOILS REPORT 8" • • U U U p U U D U p U p p U t °°0100 ^0 O°—e°Co 7 o—^op0r0 ep°- pop� • 1,o, 2) *5 x CONT TOP S BOT *5 VERT o 1810C CENTERED T GONG= • SEE PLANWP i i -p5 HORIZ 0 16"OG MI IM SEE PLAN *5 X ill LDWL 0 18"OG ALTERNATE 8" LEGS T FTG architecture P.O. BOX 95 CARBONDALE COLORADO 81623 George R. Winne ALA. COLORADO "Phone: 970.618.4346 Fax: 970.7645062 CO #306099 NY #022861 FLORIDA Fax : 561.404.4988 FL #0007732 COA #26001453 TWO STORY SINGLE FAMILY RESIDENCE SHEPHERD RESIDENCE LOT 12 - BLUE CREEK RANCH - CARBONDALE GARFIELD COUNTY, COLORADO checked DDK sheet description: drawn DDK checked DDK date MARCH 23, 2009 job no. SCALE: AS iNpica-rEn99010 sheet nal DETA I LS AND GENERAL NOTE5 5.4 jT LED6E� R SEE PLAN SEE PLAN FOR TRUSS S HANGER (2) 51MPSON 5DS25312 SCREWS EA. STUD LEDGER @ ROOF TRUSS 3/4" = I' -O" MASONRY TIE ® 16" OCE.W STONE VENEER SCC ARCH Alb T WALL= SEE PLAN • SEE ARCH PREFABRICATED TRUSSES SEE PLAN 2x8x CONT LEDGER LET INTO STUD WALL TYPICAL 2X6 WALL Bm_deck 2x6016"OC STUD WALL W/ 1/2" PLYWOOD SHEATHING 2X6 RDWD SILL PL 1"t/ /8"4'X12"ANCHOR BOLTS 0 32"00 2X BLOCKIN 12 NOTE: SEE ARCH FOR HEEL HEIGHT OF TRUSS STRAP SEE PLAN 2X6616"0C STUD WALL T PLATE= fik SEE PLAN FLAT BOTTOM COORD TRUSS BEARING MASONRY TIE O 16" 0.C.E.11. STONE VENEER SEE ARCH L4X4X3/8 FOR OPENINGS UP TO 5'-O" L5X5X3/8 FOR OPENINGS GREATER THAN 5'-0" TYPICAL LINTEL U.N.O. PROVIDE 8" MINIMUM BEARING O EACH END OF LINTEL. 3/4" = I' -O" SEE ARC T CONG ABRICATED TRUCCCC oo000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 oo 0 0°0 ono FOUNDATION DRAIN SEE SOILS REPORT O 10" • • SEE PLAN SEE PLAN o°coo°o°a°000000000000a00000' •°o°o°o°000°00000°0000000°oot 0 0 0 0 0 0 0 0 0 0 0 0 0 (2) *5 x CONT TOP 6 BOT HORIZ O 16"OG *5 VERT 0 18"OG CENTERED o'o'o ,ou°o° O O' SEE PLAN I, •5 X i0 DAL 0 18"O0 ALTERNATE b" LEGS T FTG oph SEE PLANWri 3 a5XGONT CONC WALL @ FIREPLACE STONE 3/4" = I'-0" op4t itv k p t / Repit Pe -quire -el a!-4o1-tni It spwhau. 2-s6O r J" 2X BLOCKIN 12 Tr _bml NOTE: SEE ARCH FOR HEEL HEIGHT OF TRUSS /,� L!- ISEE ARCH ,� 12 STRAP SEE PLAN 2X6016"OG STUD WALL SCISSOR TRUSS BEARING 3/4" = I' -O" (2) 512525600 SIMPSON SCREWS MITER CUT BEAMS CORNERS AS SHOWN (2) 5D925600 SIMPSON SCREWS T CONC. SEE PLAN SEE ARCH FOR RADIUS AS REQUIRED TYPICAL STEEL LINTEL 3/4" = I' -O" 1, T PLATE=SSEE PLANtY SOLID BLK'G BETWEEN TRUSSES 0 24" O.G. 2-5/8" 6X14"LAGS AGE 4" APART. COUNTERSINK b x COLUMN BELOW SEE PLAN 6 x TIMBER AM SEE PLAN T BEAM= SEE PLAN TIMBER BEAM CORNER @ TIMBER COLUMN 11/2" = I'-0" Em_coll T WALL= SEE PLAN • !o o u u u o 0 0 0° u a u o 0 0 0 0 0° o 0 0 0 0 0 0 0 > o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o 0 0 0 0 >°0°°°Oo o0n°09°O°O°°G ^ D 1 1 T LEDGE= SEE PLAN 2 1/2" FOUNDATION DRAIN SEE SOILS REPORT 2X6 RDWD SILL PL W/ /8"0X12"ANCHOR BOLTS 0 32"OG T CONC.= • SEE PLAN u°u 0 0 0 0 0 0 0 0 0 0 0 0 0 o t 0 0 0 '-oO000Ooo°OooOOOOoOi o �n f I,� I°�I°I �r 2) 05 x CONT TOP $ BOT *5 VERT O 18"OG CENTERED f5 HORIZ 0 I6"0G O noel: o°o° i'o' o°o°c ao9n2• • ml SEE PLAN 0 #5 X to DK- O 18"OC ALTERNATE 8" LEGS -*5XGONT T FTG SEE PLAN r--\ FOUNDATION WALL @ LIVING ROOM SLAB 24 3/4" = 1,-n /1/ 2X6STUD WALL SEE PLAN BUILT UP HEADER O OPENING. SEE PLAN. Steel_Llntel SEE ARCHITECTURAL FOR FLASHING, WATERPROOFING, DIMENSIONS AND SPECIFICATIONS NOT SHOWN Jl1 r CH MNEY WALL ATTACHMENT 1 1/2' = I' -O" I/2" GXb"LAGSO32"OC ANGLED INTO BLK'6 BELOW !1J T PLY SEE PLAN T TRUSS= SEE PLAN 2x BEARING WALL ABOVE IJ II I/ -//—I/ rI/—//—// TPLY = SEE PLAN TJI HANGER EACH END O BLOCKING FLOOR JOIST SEE PLAN TJI BLOCKING W/ ANGER EACH END UNDER WALL ABOVE BLOCKING @ BEARING WALL ABOVE 3/4" = I' -O" STEEL BEAM SEE PLAN Bm_Frfs2b I/2" 6BOLTSO24"OC FOR PACKOUT • 3/Ib" STIFF PL EA SIDE SOLID BLK'G BELOW CHIMNEY WALL PREFAB TRUSSES SEE PLAN 2-5/8" 6X18"LAGS PAGE 3 I/2" APART. COUNTERSINK S x TIMBER OR bx) BEAM SEE PLAN 8 x COL SEE PLAN BEAM 4 COLUMN DETAIL 3/4" = I' -O" 2-5/8°6X10"LAGS SPACE 5 I/2" APART ven_sus2 T BEAM= SEE PLAN 2-5/8"6X12 "LAGS SPACE 3 V2" APART SPLICED BEAM DETAIL O S/4" = I' -n" 8 x TIMBER EAM SEE PLAN SxCOL SEE PLAN Bm_co1T T BEAM= olik SEE PLAN Brn_coll • SEE PLAN / TYP 3/I6 ` 2-3/4"X4"LAGS (I EA SIDE) STEEL BEAM @ WOOD COLUMN I 1/2" = I' -O" 8 x COL SEE PLAN (2) 5/8"6XIb"LAGS PACE 4" APART. COUNTERSINK 2 5/4" 8 x TIMB BEAM SEE PLA 5/8" 6X12"LAG COUNTERSINK 8 x TIMBER AM SEE PLAN BEAM TO BEAM @ COLUMN 1 1/2" = 1'-0" 2X CRIPPLE STUDS 01b"OC(MAX) 2X FULL HEIGHT KING STUD TO ENGAGE 2X COLUMN AND WD HEADER T SEAM = SEE PLAN BUILT-UP WD HEADER SEE PLAN 2X NAILER PLATE COLUMN SEE PLAN (2-2X6 MIN) 16 TYPICAL HEADER NT4 Bm_cofl T PLATE=ch SEE PLAN 2-2X TOP PLATES 2X STUDS (FULL HEIGHT) leyrOI6"00 (MAX) T WIN RO= cik SEE ARCH NOTE: SEE GENERAL NOTES FOR NAILING PATTERNS architecture P.O. BOX 95 CARBONDALE COLORADO 81623 grwarch@comcast.net George R. Winne A.I.A. COLORADO 'Phone: 970.618.4346 Fax: 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561. 4.47 Fax: 561.404.4988 FL #0007732 COA #26001453 w w •J U p Z w W Z Description PERMIT Dats 3112109 M CI U-1,ThL Ce UO 716111 w t°JI Q f+ Z u_ 0 �z (1 iii w O TWO STORY SIN( SHEPHI LOT 12 - BLUE CRE GARFIELD C sheet description: No. 1 Description PERMIT Dats 3112109 1 REVISIONS 716111 semi DETAILS 5.5 -a Jai t S drawn DDK checked DDK date MARCH 23, 2009 Job no. SCALE: AS IND ICATED09010 sheet semi DETAILS 5.5 b •• 1W -USI -4 1‘,4 p z us •• INC?1GATEP'{Tee r +099. $1 I :to ti 00 119. a4 •• 4- I 1 (001,25 61.7r- O0 Ol r SMO 4j000.5 e\N° I tooQ &P- M& ,IN Mfrs 1,‘,1 447 1904(4 tA Tor of 1002 (02,1 F€'JW2 00 AGO CZ ) 8E % )7040 GM - g Tit c 1 M% i& - t t,t 1 3)r, 1 AT. U. cow. OvI.90 (Ettc..0 61-0.41 E IEtOpe, I 4.3 I .40 . 14 441•) $ut1.D1N&) •• X4000,5 — c04: 5.of I N2tCATE; SITE PLAN 1 :- 8 LOT 12 • BLUE CREEK SUBDIVISION • CARBONDALE GARFIELD COUNTY • COLORADO it)), " A ' s p 1 vetwA. . t= ou .1 (,�* )� Vit. - (.''} 1 E a U 114 mAll pig ,:'W 04 A lVrQ67 1 (Uste g•..001):1/41 , AP pry P P y e7 12..uE.y I NC %IVO t r 9 • bArE t 0930 42.60/0 9 • Nipmanas. M X T ctA PONDEROSA • • 1, grvvarchitecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwarch@comcast.net George R. Winne A.I.A. COLORADO onP a:970.618.4346 Fax : 970.704.5062 CO #306099 NY.#022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 TWO STORY SINGLE FAMILY RESIDENCE SHEPHERD RESIDENCE LOT 12 • BLUE CREEK RANCH • CARBONDALE GARFIELD COUNTY • COLORADO NORWEGIAN WOOD CONSTRUCTION ■ COLORADO sheet descriptions fi LT ri> (r No. Desch Date ` drawn checked (Cw..) date .. uk /I WI) no. {I 0001,0 OP sheet J ` is seal 0417401 06ps9 ORGE I ARD a 0 is5 airs _I' 1 '(0 i ti 9°2'k (0,M -cs 100r u�. !Au" Are/ 'Ili' tA UPPER LEVEL PLAN 1 8 t ../p t/t .Ep. wM »; W V/1 •Auk,rs-.I W ifat51/2;` UoM 12— Cr i -U Gert ON, • Gl.G EC7 Fee*. t7F2:t&N W OOL 't 4i • 0,44492.6.tl. IAGT c. 120"- frt)ittt,. !IG&LU47 & 3(12/c, w/ wpm 1pp 12.411' I 9 i 0 BUILDING DESIGN SPECIFICATIONS FLOOR AREA CALCULATIONS MAIN LEVEL LIVING: 1950.0 SF UPPER LEVEL LIVING: 660.0 SF LOFT OVER GARAGE: 365.0 SF TOTAL LIVING AREA: 2975.0 SF GARAGE & HVAC: 605.0 SF TOTAL BUILDING: 3580.0 SF MAXIMUM BUILDING HEIGHT: 29'-0" (HIGHEST PEAK - AFG) BUILDING HEIGHT: 24'-9" (IvIIDPOINT:HIGHEST ROOF - AFG) TOP OF CONCRETE (MAIN LEVEL) = 100.00' =1002.00' TOP OF PLYWOOD (UPPER LEVEL) = 110.43' = 1110.43' TOP OF CONCRETE (GARAGE) = 99.50' = 1001.50' 1 architecture P.O. BOX 95 CARBONDALE COLORADO 81623 gtwarch@comcastiet George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.7043062 CO #306099 NY -#022861 FLORIDA Phone: 561.644.4704 Fax: 561.404.4988 a #0007732 COA #26001453 No. Desotiption bate OV4t' . tt' wishi drawn JE CREEK RANCH - CARBONDALE -LD COUNTY - COLORADO NORWEGIAN WOOD CONSTRUCTION ■ COLORADO job no. 'A00- , 00 aheadA f seal sheet description: i Lai 1 LAN No. Desotiption bate OV4t' . tt' wishi drawn oheoked ,:," , date 0 �';.p�' 402. WI i job no. 'A00- , 00 aheadA f seal X099 r. RGE frrr+.'� 10 4 .4- G ii J dioN &12'1,h • • LIN 1 4/12 ❑ II 109'-41/2" PM • • • • • 4/12 109'-41/2" PM • 118'95/8' 8/12 109'-41/2" 8M CV 1 L 115'-2" PM 109'-41/2" r 8/12 118'4 5/8" 34 T 16'-10'1 r m t 1845/8' Wit% ROY WPM 124'-4" AI4. n 8/12 1 L 8/12 U894/8' 8/12 8/12 8/12 r L 109'41/2" (3M 8/12 8/12 8/12 8/12 109'-41/2" S 6' r 14'41/2' J L 118'-95/6" 4/12 109'-41/2",_ 4/12 8 8/12 V4Ver 1189 8' 1184 5i8'' - --1 <8/12 8/12 n 8/12 inr 110'41/8' 119'95/8" 8/12 19'448' 110'41/81 118'49/8"__-- 18'44/8" J 10'4 1/8' 109'-41/2" J i -f' ('/," a ROOF PLAN 1 : 4 ALL SAVE OVRANG5 TO Et 24" Al GAM OUf HA1G5 TO 12" All :U55 TAIL5 TO 'kW CL1" arc itecture P.O. BOX 95 CA.RBONDA7:F COLORADO 81623 grwaxeh@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax : 970.704.5062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax 561.404.4988 FL #0007732 COA #26001453 O NORWEGIAN WOOD CONSTRUCTION sheet description: No. Descripton Date drawn .- t, ohecked r"�, I dot! job 0 s ",1i t no. too 1 t 060 Sheet seal . s,,. F , T \►� �. j 1 j I( Air 0 •.•ss o' RGE CI J N<• ARC 11 REAR ELEVATION 1 : FINISH MATERIAL SCHEDULE 1 • ASPF-IAI.T SHINGLES W/ RIDGE VENT 2 • CORRUGATED METAL ROOFING 3• 1 x 4/ 2 x 8 WGOD FASCIA 4 • 12" VERTIC'',L BOARD & BArTEN SIDING 5 • 8" HORIZONTAL BEVEL SIDING h • 2 x 4 WOOD TRIM @ WINDOWS & DOORS 7 ■2 x 6 V4 OOD TRIM BETWEEN UNITS 8 • 5' STONE VENEER (MOSS ROCK) 9 •3" STONE SILL CAP (COLORADO BUFF) 10 • ALUMINUM CLAD WOOD WINDOWS & DOORS 11 • CUSTOM WOOD ENTRY DOORS 12 • 8 x 8 WOOD COLUMNS 13 • 8 x 14 WOOD BEAMS @ COVERED PORCHES 14. 8 x 8 WOOD KING POS1 15 • 9' x 8' GARAGE DOORS W/ WOOD VENEER 16 • BLACK METAL CHIMNEY CAP W/ OPEN TOP IRIGHT SIDE ELEVATION 1 • architecture P.O. BOX 95 CARBONDALE COLORADO 81623 g:warch@comcast.net George R. Winne A.I.A. COLORADO Phone: 970.618.4346 Fax: 970.7045062 CO #306099 NY #022861 FLORIDA Phone: 561.644.4704 Fax : 561.404.4988 FL #0007732 COA #26001453 ■ sheet description: 2F—A (2-) Pet Wi EI,NI-I No. Description Date drawn - checked date C 021);1/0(2) `2) job no. 'LT (.:4? e sheat A seal 4' i.Q rn ,ii r CJ9 99 0 G AR O O I