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HomeMy WebLinkAboutPlansUPPER FLOOR AND LOWER ROOF FRAMNG PLAN NOTES 1 FLOOR SHEATHING TO BE 3/4" T&G ADVANTECT GLUE AND NAILED 2. JOIST HANGERS AS MARKED ON PLANS 3. MIMIMUM HEADER SIZE TO BE (2)-2X6 AT 2X4 STUD WALLS AND (2)-2X8 AT 2X6 STUD WALLS 4. SUPPORT HEADERS EACH END WITH 2 STUDS (1 JACK + 1 KING) MINIMUM 5. DESIGNATES HDR SUPPORT OR POST WHICH SUPPORTS FRAMING THIS LEVEL. MINIMUM POST SIZES: 2-2X4 AND 2-2X6 AT 2X4 AND 2X6 STUD WALLS RESPECTIVELY. WHERE THE POST SUPPORTS A POST ABOVE PROVIDE SOLID BLOCKING OF SQUASH BLOCKS THROUGH THE FLOOR. POST AND HDR SUPPORT SCHEDULE: L% 6 X 6 TIMBER ® (3)-2X6 5) (4)-2X6 (2 JACKS+2 KINGS) (3)-2x6 (1 KING+1JACK EACH SIDE) COD: (3)-2X6 (1 JACK+2 KINGS) CE: (4)-2X6 (2KINGS+1 JACK EACH SIDE) 6. LVL= LAMINATED VENEER LUMBER. LVL'S SHALL BO 1 3/4" THICK WITH THE FOLLOWING MINIMUM ALLOWABLE STRESSES. Fb=2600 PSI. E=1,800.000 PSI 7. G.L. = GLUE LAMINATED TIMBER. G.L. BEAMS SHALL BE ASTM 24F-V3:Fb=2400 PSI. 8 6X TIMBER BEAMS TO BE DOUGLAS -FIR NO.1 OR BETTER 2 X 10 PRESSURE TREADED JOISTS, OVER DOUBLE 2X10 LET IN HEADER, ATTACHED TO 6X6 PT POSTS ON CONCRETE PIERS. —Ur 1 GARAGE 25-9" x 23'-0' enln (3) 1 314" X 9 1/2" LVL HDR (3) 2x8 HDR 3030 Q 3030 ' 3030 8 M 21046 21046 211)46 — trt NOOK 13'-0" x 13'-7" 5068 r— 2x12 joists 16" OC_-_ 1 L a N 0, VERSE -LAM BEAMS 5 1 /4 X 11 7/8 FLUSH WITH TOP OF FLOOR JOISTS. JOISTS IN THIS AREA USE SIMPSON JOIST HANGER TOP FLANGE ITS2.37/11.88. 21058 KITCHEN _------ 15'-0" x 13'-4" 1 1 • ^Oft 1 ® (3) 1 3/4" X ..9.)72" LVL HDR BCI FLOOR JOISTS 6000 SERIES 1.8, 16" DEEP FOR GARAGE AREA, 16" OC, WITH 16" BC RIMBOARD. WALLS FOR GARAGE ARE DROPPED 4 1/8 INCHS, SO ALL FLOOR HEIGHTS MATCH. \� -N 1 DINING -r'x13'-4" 0205,2 --Miming lo meet 140 09 (Aft)I Equ r5 /rew1P�k 4+ a - /r5 Y! r i t C/yl %13 r NU 410 HANGER CANTILEVERED FLOOR JOISTS 2X10 PT 058 8 21058 ge.ui5e 41-wlibt9 a 4we)2 - 2: ( becltspityl gequlreiMfol3 A r n1I•,Iweret flfe711e5. See A-4 * r'vt4 f � (2) 1 3/4" X 11 718" LVL ---11 7/8 BCI —- ENTRY _. 21188.- — N 11.111111111 UP 1 2 LVL 1 3/4" X 11 718" Q 1 1 UTILITY 5'-3" x 10'-16" TAFF 1 (2) 11 7/8' LVL EDGE BEAM 1830 Year N CLOSET 15'-0" x 4'-11" ENTRY Porch SECOND FLOOR -FLOOR FRAMING PLAN SCALE 1/4" = 1'-0" 0 0 N N N (2) 11 7/8" LVL EDGE BEAM 2868 3030 TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY&4•,t MINIMUM HDR THIS LEVEL (3) 2X6 OR (2)-2X8 BOX HDR Member Size Spathe Maximum Cantilever Span (Uplift Force at Backspan Support In Ib)` ° Ground Snow Load 530 pat 50 par 70 pat 2 x 8 12" 42" (139) 39" (156) 34" (165) 2 x 8 16" 36"(151) 34"(171) 29"(l80) 2 x 10 12" 61" (164) 57" (189) 49" (201) 2 x 10 16" 53" (1 80) 49" (208) 42" (220) 2 x 10 24" 43" (212) 40" (241) 34" (255) 2 x 12 16" 72"(228) 67"(260) 57"(268) 2 x 12 24" 58"(279) 54"(319) 47"(330) 'or SI: I inch = 25.4 mm, I pound per square foot = 0.0479 kPa. t. Spans are based on No. 2 Grade lumber of Douglas 6r -larch, hem -fir, southern pine, and spruce -pine -fir for repetitive (3 or more) members. r. Ratio of backspan to cantilever span shall be at least 2:1. :. Connections capable of resisting the indicated uplift force shall be provided at the backspan support. 1. Uplift force is fora backspan to cantilever span ratio of 2:1. Tabulated uplift values are permitted to be reduced by multiplying by a factor equal to 2 divided by the \ \\......,__ actual hackspan ratio provided (2/backspan ratio). .t. A full -depth rim joist shall be provided at the unsupported end of the cantilever joists. Solid blocking shall be provided at the supported end. Linear interpolation shall be permitted for ground snow loads other than shown. 2009 INTERNATIONAL RESIDENTIAL CODE® 117 ROBSON CUSTOM HOME ASPEN EQUESTRIAN ESTATES HOA APPROVAL GARFIELD COUNTY SUBMITTAL GARFIELD COUNTY APPROVAL BUILDING DATA BUILDING LOCATION: LOT E8 ASPEN EQUESTRIAN ESTATES CARBONDALE CO 81623 BUILDING CODE: 2009 IRC / /2011 / /2011 DRAWING INDEX Al PLOT PLAN A2 FIRST FLOOR PLAN A3 SECOND FLOOR PLAN A4 LANDSCAPE A5 NORTH/ SOUTH ELEVATIONS A6 EAST/WEST ELEVATIONS / / 2011 S1 FOUNDATION DETAILS S2 FOUNDATION PLAN S3 FLOOR FRAMING S4 FIRST FLOOR ROOF FRAMING S5 SECOND FLOOR ROOF FRAMING S6 STAIRS/KITCHEN UTILITY S7 ELECTRICAL S8 BUILDING HEIGHT AND WALL SECTIONS S9 CROSS SECTIONS Ann wig id, i e.1 r• Ohi�/i i*I ii i"i1h��Ir/J�i�!JjjfrIs_i�s' � � �/ ! •lfl ilt/ i .02 di t r Jns-.e_= r + + 4. s e /4 1 r! r•44 - ��i +rte~ s. +tea ar +c rs +r+ au- - r. r it Ii aw w w r+r�+ r+� Aver r�-� i� /ir -r 4 �I /i twfttk tr+i�rt+`` r+`+rte+ �.a; : +r+ y.. hs� i J1 �!i �yi j,4�i ' �7i��r4�n w+�`+�+ �a�r` �. r� ria++ + a�. h+ r�r.�;1.-- rq/ /�y. / - • lfr ir.. r+ r fr+. r ar+r r r'+ r +a w ms's _. i.� .I�Ir r •� !i!�sr ji i r'y4���R +,�� + +Nat + + ato. a ti r Ira < irfr"7i *iii ,f��'4l ``%� iss, / ry�rFj� rte+a + + r r +aY+r r fi r+ mar v� %l rils.i r sI`-iy� ��rh �� . +w r + r+ r w r 'T s /4it /Ji- s1 '1/404#0.0*, S' �. • i' �f/i agree +r+r+ ar,i a �+r�i��i'ir.Jr. i�ti� I - -i� - ar'' rs�ir ski *nes ` i� , a r� +r�r+ + 3- `+�1 r�r+r+r+r�� to � . a-0.-,. lb. / b i / ! • .�%� i� � r4f p„ '+r ii++ a +�- ���111'��taa r ra +q` Y` r+r+�'��� ��•�ssyJ•fy� .�� i r .a`i31Y ./i.rf •.I , + a iw w +r +waw s../ X11 `Ns i• fji�/I p'�/� • i �. i A, Ii o r Ij r+ r r+ +r art �% I r Ir J/ t '!si y ! .cr!sa.Ira� ��/ irr/, Sj, � •Zt r~+ +a �a a fund a- +ist/ s 1`0; s • ��-��� ` a a� + a � ! 4" `• �++ +� �r4+j� r+r+ �� . ii � �� ��1 Ill - it .SWI int i Me'+r tse r n`+'"w+r+a+a ,ate •► r'i►-Y+r in4J�f G� ..,. r wr \ ` a r,+1� ��$y ri ' ar + + a +r+` �e al„.. i„/J� rr� / +'S►i,-! � r�r ar � r r+ + � � 11 Illnll I�sr� � "a:: `rs� �ii it -!r illllll., r r �ziatit r a i iI-C414 4)//Ann a �+��a, +� +��i�+r le���' i !rte ��+r r+r+r��arr+vT+ r.S7IJ � Iri it 1li aw raw+ r+ + r !/ �1i , 11111111111 or.+�.+wrar+r+r+U+au +moi+ `tj.. i ,+/�� 111 nlwar_ + • "�''-� AIIIIIIIIIIIII�111111 . rraj�aw warty+r+;`a��tralfilfteltinyClii lnl lI ar+'+r + �r+rr� - a •, w rr 'f.lv"'Mt a •wawa7aarr�a ry~w a act � ,d1111NU111111111rDNa1i:+r+ra�+��w�a,. r r 11 r11r+ ria` ar r+ "fir 111111111111111111.. w+w w' �� �,+aw �NNww+w ri�►�iI ...a ir�a'�l' i `�a:+1�!+es' Ann 1111111111r1111Nnnlllnll �ailitt► r �attICIar+r llIIYIIir+ w . r nils �+.waw+ r+ +=��''�+'1���r`�+r+r+;'�r ���r� ..ulna nulunuuruuu��lnNirn%�++� r + +��r�i wa +�+w+�IunnlIIIN�� Nnllu irar+w r�r+�►� . ihriPi�. �■ IlllllAIIP S:11,- rr I +Tit r ar+wal Ilnlllall �INII _. a wiw+w' .. r r�+r-wirr unuumlr....►+r rra w +r+ rit.i''� �., �w, j, 1111 ullllllilll r�►rr+r+ �'+w �► waw a+�►4r��►+� I1111U1 �1�1®1L r +iir�_�� �a�� + w �� lllan 1„saw w+u+ r r u+ 'i r`+ limn _'a tarok" +«r��'�' ' r q�u��u� �,,i "MI" I -I IIIIIIIII OWN"+..+.a.irik r+r aksa, a`a��►w+r+ +l rw+,.wi�•rri+r+''�`�rw€1111 1111 1 11111 ■ un h+rw+rw ;+r+r+r+r+r •1+1i hw w w ■ nl�ll�llnl �fawn O... +•-arararararararar rar tat it 11 N VIEW FROM ROAD DESIGN SOIL BEARING PRESSURE DESIGN SOIL LATERAL PRESSURE FOUNDATION WALL DESIGN RHINO INSULATED CONCRETE FORMS WITH REBAR AS PER ENGINEERED SPECS. FOOTINGS AS PER ENGINEERED DESIGN MATERIAL SPECIFICATIONS EXTERIOR STUDS INTERIOR STUDS FLOOR JOISTS ROOF TRUSSES DESIGN LOADS DWELLING ROOF WIND FROST INSULATION: SLAB R -i0/. vvin.A WALLS 12--l0 nw CEILINGS/F.4;05 R-3° ✓viii, FLAT SLOPED vv1v1 WINDOWS AND DOORS SIDING ROOFING WOOD CLAPBOARDS AND VERTICAL WOOD WITH REVEAL SEE SOILS REPORT SEE SOILS REPORT 7A-14 A >'e4 F Oat Id I 401 ALL SIDING TO BE STAINED SIKKENS MAPLE SEMI TRANSPARENT (SEE SAMPLE) SOLAR PANELS WOOD STOVE APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD Date// ByELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Pete of / uur(Wt&1.F} CONSTRUCTION FIR CONSTRUCTION FIR BCI I JOISTS AS PER PLAN AS PER ENGINEERED PLAN 40 PSI LIVE LOAD, 15 PSI DEAD LOAD 40 PSI 90 MPH (3 SECOND GUST) 36 INCHS 2 " EXTRUDED FOAM R-10 BLOWN IN FIBERGLASS R-21 16" BLOWN FIBERGLASS OR EQV P -- o rIcaoR5 10" FIBERGLASS PLUS 1" HIGH R FOAM R37 PLUS VENT (2- 36 U=LESS THAN .35 WOOD SIDING, VERTICAL ON GARAGE WITH A REVEAL, LAP SIDING ON THE HOUSE AND SHINGLES ON ALL GABLES. ARCHITECT SHINGLES TO BE WOODBLEND AND RUSTIC STEEL ROOFING MOUNTED ON REAR OF HOUSE EPA EMISSIONS OF 2.4 GRAMS/HR W z a (n 3 0 0co W H 0 J PETER AND JEAN ROBSON RES ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO 1/4L 14, BLRE-12-11-2304 THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED Can PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO .�... 46' 0" V-0" 14' 0" 15'-0" 16'-0.. _ — I Ii 4 II r ,Ea • i. ? 2" X 12" ROOF FRAMING WITH 6 4 1 X10 DF EXPOSED RIDGE BEAM 'IQ / 13' 0OxO13'-5" 7 be,1e1s del* n it — 1 --�� Rc&3e. Oeitpt ,.k4 Nth aw 1 I cc -I--he. Novi ` hk, evtd cu i- gar, 1 _ �I I ail 3 ! ' o - 0 co O co e- 30'-0" 1 I I I I 4 N N - - I kt - — -__ -- i1 -- -___. _I' eNi N 6'-6 5/8" N LIVING 141-3" x 27'-0" , CO 0 v LIVING 5'-11" x 141-11" in - 0 �+ v N r c) I 3 V CO 1 CO c I — " - - q 6'-0" 3•-0" �- 11 L ar !' ! I ff' PORCH 13'-9" 9'-8" O o 1 x _ „ li 112" V 14'-0" , - - _ _ _ _ _ _!.30'-5 t 15' 6 1 /2" :1,; 16'-0" 1, 1 6" X 8" DF BEAMS '2" x 8" ROOF FRAMING {Q r -- , FIRST FLOOR ROOF FRAMING SCALE 1/4" = 1'0" THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED CIO PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBON DALE, COLORADO I THIS AREA'S STICK FRAMED ROOF IS ON TOP OF TRUSS ROOF SHEATHING STICK FRAME THESE AREAS I $'-0" WITH 2X12 RAFTERS - 1 4r o„ 1� 4'-0" I 7'DECK 5" x 3'-5" 1 II _4►_A ■ 11 16.--0 SISSOR SISSOR ; u TRUSSES I . , _ _ 1 TRUSSES C DECK co M O EN BELOW _Ii 15'-5" x 91-7" . 13'-11" x 13'-4" i ill ', WA rii MI _ ____ . 1. At ..., ...... (3) 2X8 HDR- DOUBLE KINGS �,____ tii ■ . ■ ' T�' , CLOSET -_— 6' 0 S' - - - Mr -t 'r/31hhlS' ili ' 5'-11" CiOSET x 6'-0" k. MIA_ti IL 111'11 IA rail i . 'N ■ , O"EN BELOW — G°° FICE , BATH Z:REGULAR 8'-8" x 11'-4" TRUSSES N FAMILY i IP° - , 3'-11" x 9 1" 5'-11" x 8'-4"_ 51c1°11 x 23 REGULARTRUSSES — � � - _,.- it N .. _ min '10' S 3f4" 4" 8' 0" I TTI/ 10' 5 3/4" 11 7/8 LVL RIDGE e10'-5" x T-1", �I 10'-5" x T-6" \ ; � Il' N`, MINIMUM HEADER SIZE THIS LEVEL (TYPICAL UNLESS _- : _ J_ ----- I ENERGY HEEL SISSOR I , NOTED) --(3)-2X6 OR (2)-2X8 BOX A, THESE AREA'S STICK TRUSSES 8 PITCH OUTSIED, 4 PITCH INSIDE. OVER BOTH UPSTAIRS BEDROOMS. REGULAR TRUSSES OT MATCH SISSOR TRUSSES. HDR SUPPORT HEADERS W/ (2)- 2X6 (1JACK+1 KING DORMER FRAMING OVER THE MINIMUM LOWER ROOF FRAMED ROOF IS ON TOP OF TRUSS ROOF SHEATHING oyer Hz/Win/14i �/- PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7-C4G evotsi, ev4/8 SECOND FLOOR ROOF FRAMING PLAN SCALE 1/4" = 1'0" ne/e3/-79,7( GARAGE STAIRS GARAGE STAIRS 18 RISERS@7 3/16" 17 TREAD @ 11 1/4" GARAGE STAIRS MAIN STAIRS 17 RISERS@ 7 3/16" 16 TREAD@ 11 1/4" SPLIT LANDING E f O 0 G 0 0 0 KITCHEN LAYOUT 1/2"= 1-'0" / 5D 1 I7-11 IT\/ u CLOSET 2'-2" x 2'-8" 1 ur -1- R, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED w 0 L11 0 Q w < Z O O z � � ao w Cr O 7' O r- r y -� i 1 i ' Iw1/4 1116. 771,0 \I` 1 , GARAGE STAIRS GARAGE STAIRS 18 RISERS@7 3/16" 17 TREAD @ 11 1/4" GARAGE STAIRS MAIN STAIRS 17 RISERS@ 7 3/16" 16 TREAD@ 11 1/4" SPLIT LANDING E f O 0 G 0 0 0 KITCHEN LAYOUT 1/2"= 1-'0" / 5D 1 I7-11 IT\/ u CLOSET 2'-2" x 2'-8" 1 ur -1- R, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED w 0 L11 0 Q w < Z O O z � � ao w Cr O 7' O THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES C3**) CARBONDALE, COLORADO . ENCHNIJO • - ...,, .ao.. , .. .• . - . GARAGE STAIRS 1 18 RISERS©7 3/16" — - 17 TREAD @ 11 1/4" GARAGE STAIRS I I r -— i it ti - d- G o 0 ` \ . /3S -q1 \ 4� o i --UP _ ---------- \ , MAIN STAIRST-----) MI17 RISERS@ 7 3/16" -- II'KITCHEN LAYOUT 1/2"= 1-'0" 16 TREAD@ 11 1/4" GARAGE STAIRS SPLIT LANDING • __, ur ,,,'<> - ,. - 1 - _ _ --- K>IM\ ENTRY /SD; I CLOSET (so 1 0 KY\ A UP_ N`10,_• UTILITY • 5'-3" 10'-8" \1 T RY x K__; 1 1 l BATH I I co c ' --f CONDENCING BOILER ``. ` - �, GF2, J_--_ I l.. __ _ -. _ _ - _ _ ___ i ,' N, ,. , BATH -�---------- -__ - _ 7-11" v F'-11" ' .',,, LOWER SECTION STAIRS AT ENTRY - ,' , ,\, UTILITY/LAUNDRY 1/2"= 1'0" OOV210100 `21VON092JVO SaLV1S9 NVIa1S9f1O2 N3dSV AVM NVIa1S9f1O2 0-t7- 83 101 dON901S92:I NOS9021 NVEIr ONV 2:1219d 031I81HO2ld A -1012:11S SI 2Sfi 2d]H10 ANV 'A1NO 108f OHd SIH± 2104 090N31.NI SI ONV `NOS802:1 2:1R18d `2flNOISO al -11 JO Aland0Hd ONIMVH0 S!H1 DECK 15'-5" x 9'-11" 7 r FAMILY 25'-8" x 15'-7" BEDROOM 15'-0" x 13'-4" DECK 7'-3" x 3'-8" a GARAGE 25'-9" x 23'-0" CLL r BATH 15'-0" x 6'-3" LIVING AREA 1701 sq ft n OPEN BELOW 13'-10" x 13'-4" TR - N ll Lu J BEDROOM 15'-0" x 19'-3" OPEN BELOW 13'-10" x 8'-9" ft, OFFICE 5'-11" x 8'-4" l-� NOOK. 13'-0" x 13'-7" O 0 • c O DINING 14'-4" x 13'-4" UTILITY 5'-3" x 10'-8" {) CLOSET n 0 ENTRY LIVING AREA 1852 sq ft 0 BATH 2'11" x 6'-11" - -44 ENTRY 10'-7" x 13'-4" • Porch CLOSET BATH _ 2'4" x 2'-0' 6'-0" x 11'-4" LIVING 15'-0" x 17'-11" / CLOSET 15'-0" x 4'-11" BEDROOM 15'-0" x 12'-0" THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY (X) ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO .. .. ..... LT]tlA f.Ra� :. .. ......'.... _.. EPd - ... YII�AYf�Afit4 .. • ... ....... ... '.' TtWY]I�Gisi' ... .. .... .. •iWA .. ... ..... .. .... ... . ..... 1" Al CE- METAL DRIP EDGE, ICE AND C WATER SHIELD. ARCHITECT -` _�_ / \\ SHINGLES------Th- � Th- \ �' 518" ROOF SHEATHING WITH / ‘or 7 CLIPS -- / - �- 1" FOAM INSULATION /1 c-:r1g yN\� r 1 10" FIBERGLASS INSULATION _.-___- _ _ __ - . - r �`� a� `+`+`+` `I` �a`aMk ilea kit E. IN.E.N.Epb. MIto---1111.111.11 amend 314" .NM ilrrrrrrra` �r■1rr Bill .7 STRAPPING \100 ��\ �`+` +`�`� �` ��+`n� TBG SOFFET .' '\/21011 ---- $�, i `��a�m�whildlis� ` � hi lig � / 712" DRYWALL it `` `�`` `+`N `ln`i 7/16 OSB SHEATHING . , �'" M \ ``a -- ._ _ - V , .� �b������0�� ~IIE_- �a 5 t.2' BLOWN IN FIBERGLASS a�lm� ry / INSULATION`_�j 4" HOUSE SLAB WITH FIBER,ENIIIMICEIN \ I - MESH AND RADIANT TUBING / j 4111111111101111111111111111.1111.11 Willa. ANCHOR BOLTS. 4' ON CENTER. r \' a`�a �`�`�`���` 2 ON EACH CORNER TYP. Ie-.. den MI II NIPS� 777 ` � RHINO INSULATED CONCRETE ' - 2" FOAM UNDER HOUSE SLAB ,- 7 Mel FORMS -__. 'Mb �� �� --- 111 , 1111 1.1.1111 SII N 111 �M11.1.1111111.1 2 1/8" INSULATION EACH SIDE =� 1 i b OF CONCRETE ! `. wj \ AMI —_`�� I .�i i� ��� ea 5 dK �► evuj�,�ec( ' ,.n J CONCRETE 4ge- f REBAR FROM FOOTING INTO WALL 8' OC' 711 _ ,-_ _ _' _ -__ `������`�`�� I`Ir1` rrr�r �� �� `�� �� FOOTING 8"X16"WITH TWO #4 I, i REBAR CONT. TYP _ `m�``` I 11-411 bill" SEMI wa .._ III rr`���`r ` �_J I r`�`r TYP. WALL SECTION - _ +i� iii I�+r�ii IRON 2X12 RAFTER SECTIONS _ r r r r■ r - irsNM En 'LJ' AIR VENT ABOVE INSULATION - ___ METAL DRIP EDGE. ICE AND _ TRUSSES WITH FLAT CEILING WATER SHIELD. ARCHITECT --.,�-_ `' -'� TO MATCH SISSOR TRUSSES ---- - I -- SHINGLES—�- --- --------_ --_. -- _' - - - 5/8" ROOF SHEATHING WITH ^ �� nr CLIPS-�� 1.• � BLOWN FIBERGLASS -- I. 1 ♦4- 11` \ 16" IN INSULATION , T&G SOFFET -., 1• lo► \ 1/2" DRYWALL 7/16 OSB SHEATHING -�. _ 10 _�---\ •:•� 5 112" BLOWN IN FIBERGLAS INSULATION 4 - # 41 • 4" SLAB WITH FIBER MESH REINFORCEMENT AND RADIANT ANCHOR BOLTS. 4' ON CENTER. __lol� TUBES 2 ON EACH CORNER TYP. „II --- RHINO INSULATED CONCRETE I- IM I I1 I • 2" FOAM UNDER SLAB IN WHOLE ■ HOUSE. NOT GARAGE ■: _ 1 t - FORMS :' i i 2 1/8" INSULATION EACH SIDE N --- OF CONCRETE ■y 1 • • - - Q I O �- r 7" CONCRETE J� REBAR FROM FOOTING INTO WALL 8' OC --- 1711 1 ] o 1 N FOOTING 8"X16"WITH TWO#4j REBAR CONT. TYP --- I TYP. WALL TRUSS SCALE -.11-4"... LOCATIONS 1/2" SECTION =1'-0" - - - - -- - - -- - BUILDING HEIGHT 1/2"= 1'-O" _ THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO ._ . : IL�1 l i I )_ 2X12 RAFTERS, — r lr 11 4X6 COLLAR TIES 4' OC• - STRUCTURAL RIDGE - �j 2X8 RAFTERS 16" OC • , j 2X12 RAFTERS 2X8 PT JOISTS, 16" OC N.. STEEL ROOF 4 PITCH ,\ N i / H rn L `'. 16"BCI SERIES 60 I JOISTS 16"OC 518 FIRE RATED DRYWALL 1 I-- 6X6 PT POST ON SONO TUBE, WITH DOUBLE 2X12 PT BEAM 3(2X12) HEADER OVER GARAGE _ DOORS I j I I SUNROOM SECTION 2- 1 1 /4" = 1-0" K.S7y GARAGE SECTION ((' 3 K4 FRONT SHED ROOF SECTION 1/4" = 1'-0" Ks7) S7y 1/4"=11-0" -" SISSOR TRUSSES 8 PITCH OUTSIDE/4 PITCH INSIDE 2X12 RAFTERS 2'OC - 8 PITCH v L • 2X8 RAFTERS , , 11 7/8 BCI I JOISTS 6000 4 PITCH SERIERS 11 1 4" CONCRETE SLAB, FIBER REINFORCED. RADIANT HEAT - —1 I4 CONNECTING BRIDGE 0 - OVER 2" OF FOAM ' 0 1, N 11 ! GROUND LEVEL BEFORE CONSTRUCTION 4 ���I"w t1t iit me I �! LIVINGROOM SECTION 1 ` 1 /4"=1'-0" S7 , / DINING ROOM/ENTRY SECTION i 5 1 /4"=1'-0"�=1 \�S7 ii f I a M j 1 c." \ 6 / I E8 ,' THIS DRAWING IS ®� THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED AND JEAN ROBSON RESIDENCE E8 — 40 EQUESTRIAN WAY EQUESTRIAN ESTATES COLORADO PETER LOT ASPEN CARBONDALE, 1 THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND 1S INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY 1\) ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO ,.,. -Dealt5 1 GOthtdoW s : (A. _ . 35R°r Zoo9 retC • NUMBER QTY FLOOR SIZE . WO DESCRIPTION CODE WOO 4 1 3030SC 1 36 3/4X36 3/4 SNGL CASEMENT -HR ECC3636 WOT 8 1 2948DH 134 118X56 3/4 DOUBLE HUNG ECD3356 W02 2 1 2450SC 128 314X60 3/4 SNGL CASEMENT -HR ECC2860 W03_ 1 2520FX i 29 3/4X24 3/4 FIXED GLASS ECC2824 W04 1 1 6020DCj72 3/4X25 DBL CASEMENT-LHURHR SCHD6020-2 W05 2 1 2424SC 128 3/4X29 1/4 SNGL CASEMENT -HR ECC2828 WO6 ' 1 1 2020FX25X25 112 FIXED GLASS ECC2828 807 2 2440SC728 314X48 3/4 SNGL CASEMENT -HR ECC2848 EGRESS Iry cT2 1 2130DH 26 1/8X36 3/4 DOUBLE HUNG ECD3536 W09 3 1 2130DH 26 1/8X36 3/4 DOUBLE HUNG ECD2536 W10 2 1 3030FX 37X37 112 FIXED GLASS 811 6 2 2130DH 26 118X36 3/4 DOUBLE HUNG ECD2536 _ W123 2 2424SC 28 3/4X28 3/4 SNGL CASEMENT -HR ECC2828 _ 46' 0" y W1__ 3 _ ' 1 2 2020FX 25X251 FIXED GLASS ECC2828 W14 I 5 2 2440SC 28 314X48 3/4 SNGL CASEMENT -HR ECC2848 EGRESS 1'-0" ' �b W15 1 i 2 4030FX 49X37 112 FIXED GLASS 14' 0" 15' 0" 16' 0" 1 3'-10 3/8" 3' 1 5/8" 3'-1 5/8" 3' 10 3/8" 3' 5 5/8" ` 41-6 3/8" 4' 6 3/8" 5 5/8 3'-3 9/16“--...„3'-1 5/8" =< 3'-1 5/8" 3'-1 5/8" 3'-3 9/16" .— -. .2' I 1 1113 wo1MI 1-1 111 11 I / fV 0) 0 r 7 4E11\1 = 9 z en NOOK 13'-0" x 13'-5"wo, - _woi w01 Iwo.' r _ � � l - ' IL . ' - - — II 11 , —T e 0 _ b 1 Y 11 h Q S9 'a 1 1 Iwoz _ ol �L14 �Q7V./02. 1 I � t 2k \ \ , C11:1 1 1 I o N r I� �� �1 o LIVING 1 I r 9) b r / w � 15'-0"x1T-11" 7'-0 1/8" 22'-11 7/8" -- r —o Zn r DINING 1 9' 3'-; 1/2" 3' 4 1/2" 5'-11 1KITC�HEN 5'-2" 13' 4" 1 4'-2" 13'- X67 11 1/4" -- -- - \--- 5/8" 1 wio wia w 4 ' wo5 — n 50 in r{ 2 co 5' Co in 1 I M / 6'-6 5/8 zo 009 y ENTRY n w /A '¢3,.3 CLOSET' "' Q 4 in Dos 151-0" x 4'1 r 7( ilDA n r 7:17/5 - I/9 WO IIIL D10 -7-71. ll ' GARAGE r SgS91.,1'� . — L-- � 25'-8" x 23'-0" 9/,15 a _.W (D - N 63 BEDROOP g° U n_1-7( 63 iNi —3' i - I�. 5'-3" x 1 r-8" LAUNDRY- 5'-11" x 7'-7" /D�o\ - - 15'0"x11'11" 5 4 6' 0" — 3'-O" D02 -- �' rn I I I woe I I i 5 ) M I I _ I S9.' tUio No � t:oa . 1 I I woI IW09 PORC o / "o , 00 N, 9) N I 1 I I v — 13'-9" x 9'-8" 4Xm o 1,3o 1 - BATH N '' a 003 --- � LIVING AREA '' ,' � " 15'-0" x 5'-1" " '� 1845sgft ul _� ' S7 l r- I! C�fait/= //6115 � Iwo8 ws: 10•-9 3/4" 11' 9 1/2" �� 7' 10 1/4" 3' 10 1/8" 718 -0 3/8" - AO 2 3��f�.fir3 = (5�%07 - 4' 5 1/8" _ 5'-0" 6' 10 5/8" 4' 1 3/8" frit :ex: CO' S 112" 5.4"6' 5 172" �, 3' - 10,-1„-- 3' 11" . 9" - I - - 16' 0" 76'-0" 1 Y-' 7rka i..41 lob ✓ - /ay /5..5i ' 996 d plNe -5,,A7 zO JY/ % ;y4184 FIRST FLOOR PLAN ( 4,v'a; -,9fl vz,7-6 = 67z- m fi>-wai / 153 ...-4“?.4. e THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO JDao,L, t6 GUI Mu/ s. (L=.3Sre/ Zoog 1CCC. NUMBER QTY I FLOOR LSIZE R/0 DESCRIPTION CODE D00 1 1 [3068 37X81 1/2 EXT. HINGED -GLASS 001 1 1 1 6068 73X81 1/2 EXT. HINGED -GLASS D02 1 1 3068 37X81 1/2 EXT. 3 -PANEL D03 2 1 _ 9080 109X97 1/2 GARAGE -GLASS D04 2 1 3068 37X81 1/2 EXT. 9 -LITE 2 -PANEL 005 3 1 3068 37X81 1/2 4 -PANEL 20 MIN FIRE DOOR 006 1 1 6068 73X81 1/2 4 -PANEL 007 2 1 3068 37X81 1/2 4 -PANEL 008 2 1 2668 31X81 1/2 POCKET 009 2 1 4068 49X81 1/2 BIFOLD -010 1 1 2068 25X81 1/2 4 -PANEL 011 1 1 2668 31X81 1/2 4 -PANEL D12 1 2 '2868 33X81 1/2 4 -PANEL D13 1 2 2868 33X81 1/2 4 -PANEL 014 1 2 6068 73X81 1/2 HINGED -GLASS 015 1 2 6068 73X81 1/2 SLIDER -GLASS LD16 1 2 3068 37X81 1/2 BIFOLD D17 2 2 2668 31X81 1/2 4 -PANEL D18 1 2 2068 25X81 1/2 POCKET D19 1 2 2668 31X81 1/2 POCKET 020 2 2 4068 49X81 1/2 BIFOLD D21 1 2 3068 37X81 1/2 4 -PANEL 022 1 2 1868 21X81 1/2 4 -PANEL 76'-0" 30' 0" �. 15' 112" 14'-5 1/2” 16' 0" 6 r 1 %g 11 3/8" 7' 0 1/4" - 8 1/4" 1/4'\ 5' 7 7/8" 3' 11 7/8" 8' 0 1/4" 3' 6 3/8" 8' 0" `-- 8' 0" 11' 1 �2' -.-2'-8 \ - . -= - 0" 18' - D EIC K 4' 0" a' 0" ^_ T-5" x 3'-5" y r cn D14 / / —7- w1jw� JJJJ 111 o v �, ito r N 1 I. I 121 r� O 15,-1„ I 1610 O en ,01 'lc),o r-1 u '" 15 1 0 o DECK 15'-5" x 9'-7" it to M BEDROOM OPEN 15'-0" x 13'-4" 13'-11" BELOW x 13'-4" BEDROOM 151-0" x 19'-3" N D 5 I14 1Wt W14I %� � D13 / / CO --- -�--- -- �-1 `- IELI— I - - - --ll I - IZ CLCY Q ET DN Dzo /\ Dzo /\ �zr i--3 r— /� 5,-4„ 1 Fp T1s x • -0 cv 6'-0" -- (1131-1 5'-5' M N 31 Z meek- Im4441 o1L k. � HALL D17 r gYlu1YCid�1 C-OSET M Rui3 aci�I — 1 291-8" x 6'-3" 5'-11„ x 5'-4„ ul o -- — s� o Y o i, v �\ I— 3 M 25'-10 1/2" M DN 3 „ ` el N - 0 i 1" `, 018\ -- ,.:-=- 012 I / .z,, �� l -Dt ` ' - Dam\ FAMILY \ BATH l N J — — ii 25'-10" x 23'-0" -� TOPENBELOW3(_b ^ 6'-0" x 11'-4' l -- Iw1s — 13 -11' x 8 -9' th:FICE I �°J _ w N 0 °° 3o.S x zy -73Z ip BATH X35-4 l 5'-11" x 81-4" ` _ 15'-0" x 6'-8" ( I _ m co i w' --___., l 1 r -1 A it -- - II W11 W11 IW11I wil (`] 1 �2 ATTIP` '10' 5 3/4" - 8' 0" I 20, 2 A TTI/ 10'-5 3/4" a. 10'-5" x 7'-1" 10'-5" x 7'-6" I s___ _ J 1N11 W11 _ LIVING AREA 1/4' 3' 2" - 2'-4 1/4"- 3'-10 3/4" �-: 1508sgft 4'-4 1/4" -11-4 15/16" 4 5 15/16' 5'0 9/16 "_� 9,91ce f /fes 4z9"; 3 Z = 10'-11 1/4" 4 �2'-9 8' 3 1/2" 11' 2 3/4" - 6'-10" 1 1/2" . - - 5'-0 9/16" _,_. / Nan /Dk/h = / 40 - 15' 1" 14' 5 \ 6' 5 1/2" --- 0" - - --- — 9'-6 1/2" `�/6X2 ��. = 3osXzy = 7 3Z0 S 76' :12//:'�y 9y Ug ffrt//i4vS/15 Ten pew -/4Z?' SECOND FLOOR PLAN ag/u/5.t /6 x3Z- 5/Z ENS,/A692:5 __ - I I I li I I I ' I I / I /1 / I I / I / / I // II / I / /7 /" / I / / / I /771:-I IRRIGATION DITCH REMOVE BRUSH PILE AT END OF BERM \ THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER US PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY a ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO / / / II Ir II Ove py • h el j Crox"� ,' 4r. / 411 / . ® e • I l I / III I I I I l 4 / , / WATER LINE J / J / f J FLOWER BEDS ITH PERENNIAL EVERGREEN SHRUBS ' ' BERM RpISEP'ISLAND WITH 2-3 TREES j.. • J / J / / CABLE AND TE! ELECTRIC.; • j . J JJ / /J / J JJ , 7J/J 'J 7 .JJ \ J` ,' / ROAD ----- 44-ELECTRIC AND CABLE (4-ELECTRIC 1 ISI NOLLVAJ1J HTON nr�a,rT��DP �!r ! el lr if rlr i! a 4,7, PrIVIIP a�iarr'aira A, **4 rti tirra aiaa iii .r !r r!M` Ii 414141 141■■ Wig aa .ar l l Ilk% �OM agi t`a ir! wrrarilrla O Notal LaraAi ! ar r0,,iarra arariar tars aiimeriera arr II troilmr �'lrrl��lrlrrl�lr�rwae Ilillamw 1arsea areara l�.`aaaa ri lige billeirldrid */At4Pintq: t� O - S ilfaraTultnli mminlIMCML trip piammlaamm MINS Will memn lgar■ 1---OsAnties: =-C_.t■f®Eiterliilsomff 4 _. r S 1LI+ .l a�a —• i At r ®- . ." a I L JI • `_ k I NOLLVAB1J H1flOS - 25L10" 11 1 1 pot IlII11Ii1,' A�1f i f �11 I(I1I 1I111'�I 111,11 111) utiminu ■ rilitltroirI I kilt 10 111111111111,F ■ II,IIH111III11,1 z111f i! X 111 • Ir11 111111'1I kr HOW II I I1I11 I,I 11II 11111111111111 PtI{jIIIi1111 X111 • if'III1111,11Iii11 i(i1I1 I,II?1 1_1, 1 $11 11$1011:144:1 )11I1111�� 1_,1,1111,1 ■ I,IJ�1111,aII41 I ,i1I11II,I III<' kwHomo 111111,11,1111, Iw1111111,p1h 'AI 11111J� {I111�1 Ii" I`t`111 1 fl 11111411111 ILS THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 -40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO J II d �r� ■ H iiiiifili 11 1 1 pot IlII11Ii1,' A�1f i f �11 I(I1I 1I111'�I 111,11 111) utiminu ■ rilitltroirI I kilt 10 111111111111,F ■ II,IIH111III11,1 z111f i! X 111 • Ir11 111111'1I kr HOW II I I1I11 I,I 11II 11111111111111 PtI{jIIIi1111 X111 • if'III1111,11Iii11 i(i1I1 I,II?1 1_1, 1 $11 11$1011:144:1 )11I1111�� 1_,1,1111,1 ■ I,IJ�1111,aII41 I ,i1I11II,I III<' kwHomo 111111,11,1111, Iw1111111,p1h 'AI 11111J� {I111�1 Ii" I`t`111 1 fl 11111411111 ILS THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 -40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO r -1-1 tftf r f MP rrPr d rf OLK irst PP9-P -r A Lr TA IL r d f rr r tars h frim r �i��,�rr�rr�rrrr r f —E— kkr AI rarrrr r r rf `df pipit' i€iIiIL% _F Iffi' fi ARV�r1dfdf lil Firepalsost f�'`trr`etil r�lltsrir rata tha� ■r■r r■ ■r■r■r rim tn�ditfdfd�dfd�d+dot reef. reist�` r grit`f ��I`��t��1�d�d�fd�I tlrfr t� t, Mt t`t t' a d rrrsr fr fr frrr1Lr tftftftft c�tfdfd�d t t 0110101041r 1 rrrrfr�r rrrt` rrr ff d dfd4 ff tftftfdd t t t t t ell�ti ` r r r� 0n 0 t t`r -� 040 ! rrf � r s r r r ift d dfdfdfdrdfdrdf � r'i rf i� �I�t t`tWPM t L t L t a II I I BIB — ■ `L`fti drr`i rfdfd"r— rd�t�t�[�[ftrtf� 4 r r rrdt,4rr `r�'r rr r�`r�t�,d'rt`r� `fir II�'11dd t rrir�r rr ykr`f Ir fllft '1 dd r hhf r f r frhf rf r� frt L A tm I __t or 1 r a Artrrrrrrriraterilit-`rrsOrfr Cn arir�r`lrr rrlrt�rrtriiy L H: C �r� id�'P�� 4Ir m---- m rf�'rf t t c�r ��� �` sr f�f�f�fON! fr iff1id�r i�d1d1 i C --- tf t try` ` '= 11i i1r�d�d� di m 11'&41111 ILI m �I L d jI1I&&Ik144Ib14# .-- L MALL i z I. —1 d0 ttO irfij$IP1t14uhItir d�rpd ` Itt z �r err d�rd� der — r�11 rfrfrf 4 I r '` r t rrfOr r rrrrsr r Lirf rf rrrf ® , tttt �!rrfr rfrff 11111 i IN . r ow —�- JI d i�i , i ;4�� ! q fr fdf de /r d rf i t4d r 1-� r h Alt i� Alert tr��i t t ` _ rr r rr rr �� �, r't c r� rrr� ti 1 t dfi"ft t 1 1 r, 'w 'd4 r 41onrfr r, r`� 11 IN -,-mnr„�ii Mn 1 L rgLr t. t .t tit t t t. -���� r 1 rnr 1 1 1/rfr I� r i.� ' � r rdfrf a` `f`frrf`rrir`fili ifil ril111�1l',,`,L�� fills r I – _ A r atill r i'iJitititiiiii 100141011 roliblititoLI ■ is■I I I I � I THIS DRAWING IS THE PROPERTY OF THE DESIGNER, PETER ROBSON, AND IS INTENDED FOR THIS PROJECT ONLY. ANY OTHER USE IS STRICTLY PROHIBITED PETER AND JEAN ROBSON RESIDENCE LOT E8 - 40 EQUESTRIAN WAY (3) ASPEN EQUESTRIAN ESTATES CARBONDALE, COLORADO SET REBAR AND CAP 5' YOTNESS CORNER IMPROVEMENT SURVEY •AG S/SPR/c 1-R =175.00 L=67.34 Ton = 34.09 L=22'02'48" 1 m s n LOT E8 30.397. SOFT 0.697 AC.± 20' UTILITY ESM'T • ;sr/ 9`° / 1. / / 450P 4 / o / / SNq Lcf / siFENCE IL#E 598 FOUND (TYR) EMR & CAP LS 76.940 w 19 g3 NOTES o a 0-9 LEGEND O TV PEDESTAL ❑ POWER TRANS M TELE. PEDESTAL t WATER SHUTOFF O FOUND REBAR & CAP L.S. NO. 19598 9 L EDGE OF PAVEMENT 10 FT. UTILITY & DRAINAGE EASEMENT SCALE: 1" = 60' 40 EQUESTRIAN WAY ® SET REBAR & CAP L.S. NO. 19598 ST. FINNBARR 1. BASIS OF BEARINGS FOR THIS SURVEY 1S A BEARING OF 549'37'59"W BETWEEN THE EAST CORNER OF LOT E8. A REBAR & CAP LS #19598 IN PLACE AND AN ANGLE POINT OF LOT E8. A REBAR & CAP LS #19598, IN PLACE AS SHOWN HEREON. 2. THIS SURVEY IS BASED ON THE RECORDED PLAT OF ASPEN EOUESTRIAN ESTATES RECORDED JUNE 6, 2000 AS RECEPTION NO 564578 AND CORNERS FOUND IN PLACE AS SHOWN. 3. THIS PROPERTY IS SUBJECT TO RESERVATIONS. RESTRICTIONS. COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY TITLE GUARANTY COMPANY OF THE ROCKIES, INC., DATED OCTOBER 2, 2007 (ORDER NUMBER 0902618-C). PROPERTY DESCRIPTION LOT E8, ASPEN EOUESTRIAN ESTATES, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT THEREOF RECORDED JUNE 6. 2000 AT REC. NO 564578 GARFIELD COUNTY, STATE OF COLORADO IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC., FOR ASPEN EOUESTRIAN ESTATES. LLC. A COLORADO LIMITED LIABILITY COMPANY. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE OF NOVEMBER 30, 2007. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES. EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENTS CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. DATE DECEMBER 5. 2007 JOB NO.: 2071792.00 BY: _ �J* N P. MORRISION, L. ` i#24F69 pr.DO 7 OO�J• p •'409 :STS L / 0 /7/ -4,, Nt.'9 G 246,69 0 ; c7 "' .........•• ,;�LANI fO HIGH COUNTRY ENGINEERING, INC. 14 NVERNESS DRIVE EAST. STE F-120 1517 BLAKE AVENUE, SURE 101 ENGLEWOOD, CO 80112 QLENWOOD SPRINGS, CO 81801 (303) 925-0544 (970) 945-8876 GENERAL. STRUCTURAL NOTES GENERAL REQUIREMENTS I. Design Is based on the 2009 edition of tho International Residential Gods (IRC). 2.DesIgn Live Loads: a. Roof (Snow) 40PSF b. Residential Floors 4OPSF c. Decks 6OPSF d. Wind 90 MPH Basic Wlnd 5poed, 5 second gust 3.A11 dlmenslons, elevations and details on structural documents shall be verified against the architectural documents prior to construction or fabrication, 4.1he contract structural documents and specifications represent the completed structure. The contractor shall provide oil measures necessary to protect the structure and existing adjacent structures and utilities. 5,Coordinate all openings through floors, walls and roofs with Mechanical and Electrical Contractors. Notify Engineer oP any openings to be cvt In structural systems. FOUNDATIONS I. Foundation Design it based on Salle Report *III -546A Hepworth-Pawlak Geotechnical, Inc., dated November O9, 2011. Maximum design Doll bearing capacity: 2000 PSF. The Contractor shall review the Soils Report and follow all recommendations therein, including, but not limited to excavation, site conditions, drainage, backfill and compaction, slob -on -grade construction, drainage systems, and site Inspection requirements. 2,AII footings are to bear on undisturbed natural bearIng materials or compacted structural fill, Compactive effort for structural PIII shall be In accordance with the Soils Engineer's recommendations. Bearing soils (natural and compacted) shall be Inspected and approved by the 5olle Engineer prior to placement of footings, 3.Avoid excessive wetting or drying of the excavation, keeping the excavation reasonably Pres oP water during placement of concrete Por footings. 4,6eneral Requirements: a. Foundation walla with backfill on only one wall Pace shall have all supporting framing systems or temporary bracing in place prior to plating backfill (unless noted otherwise on plan). b. Backfill on walls with 4111 on both sides to be compacted In equal lifts each side oP wall. CONCRETE AND REINFORCING STEEL I.AII concrete shall attain 3,000 P51 compressive strength within 28' days, 2.Uso Type I-II Portland Gement (A5TM CI50) with 4-6% air entrainment. Concrete aggregate to be norma! weight (stone). 5.Perform all cost -in-place concrete work In accordance with "Specifications for Structural Generate for Buildings," ACI B01-84, unless noted otherwise. Provide hot or cold weather protection per AGI 505 or 306. 4.Relnforcing steel shall conform to ASTM A615: *4 and smaller ■ Grade 40, *5 and larger = &rade 60. S.Horizontal reinforcing steel shall be made continuous by lapping bars a minimum oP 52 bars diameters at all splices ond providing corner bare. Fabrication and installation of reinforcing steel shall conPorm to AGI 515. &.Provide accessories necessary to properly support reinforcing at the positions shown on the documents, 1..olcium chloride or admixtures containing more than 0.0555 chloride Ions or thiocyanates are not permitted. &Do not place pipes, ducts or chosen) In structural concrete without prior approval oP the Structural Engineer. SLAB 16" SAW CUT 11 !4 (SLAB DEPTH) • r L't4 ilii«•'"yrs t44Irce• RIGID INSULATION- J ** i S::`4*•• SEE ARCHITECT n111�11`c11N1)= NOTE THE SAW CUTTING SHALL BE DONE WITHIN 24 HOURS TO PREVENT UNCONTROLLED CRACKING OF THE SLAB AND WHEN THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT GUTTING WITHOUT GHIPPIN6, STALL -INS, OR TEARINS. TYPICAL SAWCUT JOINT DO NOT EXTEND WAS, THROUSH JOINT, APPLY 8421s0 BREAKER FULL LENGTH AND. DEPTH OP THE JOINT. 2"x5" KEY DONT. 4" 4" I- 04 CONT. EA. SIDE OF JT. TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION WHEN POSSIBLE TYPICAL CONC SLAB ON GRADE DTL'S INTERIOR SLABS -ON -GRADE ( 5.0.6. ) I. UNLESS NOTED OTHERWISE, INTERIORS 9.0.6.5 SHALL BE 4" THICK CONCRETE SLABS PLACED ON A MINIMUM 4" THICK LAYER OF FREE -DRAINING GRAVEL. 2. ALL 'NTERIOR 5.0.6.`5 SHALL BE REINFORCED WITH bxb- WI.4x41.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. OPTION, REPLACE MESH WITH SYNTHETIC FIBER ADDITIVE PER MANUFACTURER'S REGOMENDATIONS AND ENGINEER'S APPROVAL. PROVIDE 1.5 POUNDS OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS PER CUBIC YARD OF CONCRETE, MINUMUM, 5. PROVIDE SLAB CONTROL JOINTS MAXIMUM 15' EACH WAY, UNLESS NOTED OTHERWISE ( SEE TYPICAL DETAILS ). 4. PROVIDE FREE -DRAINING GRAVELS AND GOMPAGTW FILL (WHERE NECESSARY) ACCORDING TO SOILS ENGINEER'S RECOMMENDATIONS. 5. COMPAGTIVE EFFORT FOR GRAVELS, STRUCTURAL FILL AND EXISTING SUBSRADE5 WI'IGH SUPPORT 5.06.'5 SHALL BE IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS. NOTE: FRAMING NAILED TO TREATED PLATES TO SE NAILED IAV HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS- TYP 1/16" PLYWD- TYP EXTERIOR WALLS TYPICAL GRADE WALL REINF. (I) -*5 CANT. TOP 4 BOT z O *4 HORIZ. MID -HEIGHT ?11 opetn. kale 5r (/S Rey7ovt gegutved 41- Fool -)w9 nits per -1 ion . 2000 951. 2x4 OR 2x6 STUDS 2- *5 CONT TOP 4 BOT. CONT TREATED 2x4 OR 2x6 SILL PLATE N/ 41/64" do. POWDER DRIVEN NAIL 0 12" O.G. t '-IIU1F III - ' EQUAL 1" • I'-OII NT. TREATED 2x6 PLATE W/ 1/2" dla x 5.3/4", ELECTRO -GALVANIZED, SLEEVE TYPE EXPANSION ANCHORS (POWER -BOLT BY POWERS FASTENING, INC, OR EQUAL) - SPACE WITHIN 12" OF OPENING'S 4 BUILDING' CORNERS 4 • 4'-O" O.G. MAXIMUM SEE PLAN }: \, , 1 22,I *4 VERT. 0 16" O.G, n DK_ *4x 3214-S" 0 16" O,G. 3" GLR a } to 1/2" ASPHALT IMPREGNATED FI3ER BOARD POLYSTYRENE FOAM FORM W/ 5" CONCRETE CORE CONTACT LAP X TYP ALL FOOTINGS TO BEAR ON UNDISTURBED NATURAL, GRANULAR BEARING SOILS OR COMPACTED STRUCTURAL FILL IIIA ll' I'-6" CONTINUOUS FOOTING - TYPICAL UNLESS NOTED ON PLAN ROUGHEN GOLD JT TO 1/4" AMPLITUDE-TYP 10" 2 -*5 CONT. *4 x 5'-O" c 2'-0" O.G. NAP. OR FIBERME5H- 5EE TYPICAL DETAIL, SHEET 5-1 Foot; e Fy/c�'cciurers i i4s J-fr1119+owl Spec)Rc,'rhal4 s frt Fou ntl#-1hon Iyrs pecf7094 . NOTE: 1/2" did. EXPANSION ANCHORS MAY 5E SUBSTITUTED ON A ONE-TO-ONE SA515 I'VI 1/2" die x 10"k2" ELECTRO- GALVANIZED ANCHOR BOLTS NOTE: PROVIDE ELECTRO -GALVANIZED ANCHOR BOLTS WITH PRESSURE TREATED SILL PLATES. PLAIN STEEL ANCHOR BOLTS REQUIRE FOUNDATION GRADE REDWOOD SILL PLATES - TYP I" = 1'-0" CB) DWL*4x 16"(z16" 24" O.G. GARAGE 5.0.6. EXTERIOR J SURFACE REINF - SEE 5/51 '1111= 111i!i 111111= di, SEE B/51 I" = I'-0" SEE PLAN q,1/4" POLYSTYRENE FOAM FORM N/ 5" CONCRETE GORE 2 -*5 CONT. KURTZ $ ASSOC I ATES, INC. 5012 COUNTY' W. 154 GLENWOOD SPRINGS, COLORADO {4170) 4145-6505 PETER $ JEAN ROBSON RESIDENCE LOT ES - 40 EQUESTRIAN WAY ASPEN EQUESTRIAN ESTATES CAR80NDALE, GARFIELD COUNTY, COLORADO DRAWN BY: M,C.E,K. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT $: 11-41 DATE: CONSTRUCTION SET: 11/241/1 I SHEET TITLE: GENERAL NOTES DETAILS SHEET: 10" SONO TUBES FOR UPPER -- DECK ON BIG FOOT 2- DIA BASE 1'-0" 77'-2 3/4" 14' 0" 0 1' 4" THICKEN SLAB ZYPICA�-� S1 } — — - Drop wall for garage slao to run over Garage slab 7" below house slab 4" CONC. SLAB W/ 6X6X1.4X1.4 WWF, TYP 4" garage slab sloped to door at 1/4" per foot Drop wall for garage slab to go over 15' 0" B 51 16'-0" v J 4" CONC. SLAB W/ 6X6X1.4X1.4 \ WWF, TYP 1 O Y 7 1' 4" THICKEN • SLAB TYPICAL - -{ — 5'-10 1/2" 9'4 1/2" 30' 5" 9' 7 1/2" - 2'-11"-' 10" SONO TUBE ON BIG FOOT2' DIA o BASE 7 0 u 1 KNOCK OUT FOR SEWER 1-2 3/4" w ao Lin 9 1 -2 3/4" 10 c`o 147 0 eq 15'-7" 76'-0" FOUNDATION PLAN SCALE 1/4, - '' 0" C97-5, 8, 9 /Z, 77 14' 0" 16' 0" i —1 0 W 1- m 0 cr >0 J 1- U_ 1-- w w H 0 z w U Z w 0 >- PETER AND JEAN ROBSON RES < w • Ci) � w Hfn RZ vJ ris D • CD w w t 1 w c wZw O co Q CARBONDALE, COLORADO S2