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HomeMy WebLinkAboutPlansBUILDER: MOUNTAIN WEST CONSTRUCTORS CUSTOMER: SG TRUST LOCATION: RIFLE, CO WIDTH Bldg A : 90.00 Bldg B so 00 Roof Shoetin LENGTH 200.00 60.00 Type: CS Gage: 26 Color: Ga!valume Wall Sheeting: Type: AP Gage: 26 Color: Parchment Finish : Kynar Framing: Purlin Type: Zees Girt Type: Cees J STEEL LINE SWA HEIGHT 20.00 18.00 FRONT ROOF PITCH 1.000 9.000 DOWNSPOUT DROPS-SWA 9 4 DOWNSPOUT DROPS -SWC 0 Ordered Options: Base Condition: Varies Base Trim Color: Parchment Wail Mastic: No L!L. Rating: 90 Thermal Blocks: N/a S€dewall Eave Trim Type: Eave Gutter Eave & Gable Trim Color: Emerald Green Downspout Type: Closed Downspout Color: Parchment Elbows at Bottom of Drops: Yes / No Corner Trim Color: Parchment Framed Opening Trim Color: Parchment Light Transmitting Panels: 0 LTC Panel $TEFL LINE STC Panel STEEL LINE MSC Panel GENERAL INFORMATION ANCHOR ROD PLAN CROSS SECTION MEZZANINE FRAMING ROOF FRAMING ROOF SHEETING SIDEWALL ENDWALL SHEETING TYPES _STEEL �.-�--.�---���- AP Panel --- CS Panel ENGINEER REVIf V1 ENG!NEER 1 DATE ! STEEL LINE r- CFW-PANEL TABLE OF CONTE.NTS .m -A6 -CS7 dZ1:M'1 3F1 -3F4 ;S1 -C$7 -E2 PARTITION f i LINER PANEL LP1-LP4 CANOPY CY1-CY2 UPDATED DETAILS _ QUALITY ASSURANCE POLICY Framing Kits & Wall Openings See Accessory Schedule on Anchor Rod Plan, Page Al. B A BUILDING 'B' C D B C BUILDING 'A' A KEY PLAN Loading information & Frame Column Reactions See Load Notes and Reactions on Anchor Rod Detail Page, Page A Soffit Panel: Type: AP Gage: 26 Color: Polar White Finish. Kynar Wall Liner Panel: Type: CS Gage: 26 Color: Parchment Finish: Kynar STEEL LINE FSP -PANEL 1 REVISION 9 STEEL LINE MVF/MVP-PANEL 1 B r1 .—J DESIGNATION D 816 8.00 614 612 1014 1012 8.00 PURLINS/GIRTS B 3.00 3.00 8.00 3.00 10.00 3.50 10.00 3.80 50° LIP DESIGNATION D B 818 6.00 2.50 814 6.00 2.50 812 8.00 2.50 1014 10.00 2.75 1012 10.00 2.76 Drawing Des'gnahon: a) Draw gs stamped "PERMIT DRAWINGS" are drawings that are ,. mplete for the most part, however, since same details and part narks are missing, they are preliminary and are not to be used for construc'don and are not considered final drawings. b) Drawings stamped "PROGRESS DRAWINGS" are drawings that are complete for the most part, however, since some details and part marks are missing, they are preliminary and are not to bo used for construction and are not considered final drawings. c) Drawings stamped "DOCUMENTS FOR APPROVAL" are preliminary drawings, used for approval with no part markings and are not to be used for construction. GENERAL DETAIL MANUAL V R00FPANEL MANUAL V Partition Sheeting: Type: AP Gage: 26 Color: Finish; Girt Closure: Purlin Closure: NOTWITHSTANDING THE ADJACENT 1 SEAL, NEITHER THE ENGINEER NAMED -�1 NOR CHIEF BUILDINGS IS ACTING —__--. AS THE ENGINEEk JF RECORD. THE 0,.� ENGINEER NAMED AND CHIEF SUILDINr�r ° y RESPONSIBILITY tS LIMITED T4 THE s STRUCTURAL PERFORMANCE OF TH + :.S7 L��!/ ;y✓s -_--- PRE-ENGINEERED COMPONENTS ' s r.; - ` DESIGNED BY CHIEF BUILDINGS. 2 �� 7? . 2 �, °s /P.-0 COVER P.-0 00VER PAGE MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX 'CHIEF i6UILNINOS AWK eLN� as^:2,70 =AIB DRAWN CHECK ORDER NO. C092879 G1/ ANCHOR ROD PLAN FINISHED FLOOR ELEVATION =100'-0" BASE OF ALL COLUMNS AT ELEVATION =100'-0" UNLESS NOTED BASE OF FRAME OPENING JAMBS AT ELEVATION =100.0" 200'-3" OUT TO OUT OF CONCRETE V=6.Ok Vup=2.6k Hx-1,9k Q N R 0 IAJ 20'-0" 20.0" 3.9 PART. PART 2.9 200-0" BL TO Si 20'-0" BUILDING '8' !z/zi / /i /l////%/L1__'Z/Y/////. / 1 i /1Z. a V=8.6k 01 Vup=8.0k Hx=2.4k Fi V=10.0k 0 Vup=6.Ok Hx=3-6k V=9.6k Vup=6.7k Hx=3.4k V=12.4k Vup=10.Ok Hx=3.1 k Hy=3.6k V=10.9k Vup=9,1k Hx-1.8k Hy=3.6k Y' ELEV. _ 45'-0" (TYP U.N.) U ELEV. _ 99'-6" ELEV. 89•,6" V=0.8k ���JJJ Vup=0.8k TW REFERENCE NOTES: 1 i U 1. ALL ANCHOR RODS INCLUDING NUTS AND WASHERS FOR SAME ARE NOT FURNISHED BY CHIEF BUILDINGS. 2. ANCHOR ROD MATERIAL SHALL CONFORM TO ASTM F1654 HAVING A YIELD QF 36 KSI OR GREATER. 3. ROD PROJECT IONS ARE RECOMMENDED MINIMUMS BASED ON THE BASE PLATE BEARING DIRECTLY ON THE CONCRETE PIER. IF THE BASE PLATE 1S10 BEAR ON GROUT, THE ROD PROJECTION MUST BE INCREASED ACCORDINGLY. 4. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3000 PSI 5. ALL DRAWINGS ARE NOT TO SCALE. 20'-4" /J ELEV. _ 99'-8" ANCHOR RODS j (BY OTHERS) I a QUAN 68 1 226 012E PROJ 0-1"2" I It2, A 0 3f4"0 1 2"_Li ' I 2 20,-0" 12LO" fio BUILDING 'A' Y ELEV. _ 99.4" 20'-0" 12'-0" CC L.___ 19'-8" 19-0" 20'-4" di) LOWSIDE ELEV. 99'-6" Hx=4.2k KPARTITION (SHEETTHIS SIDE) 0'-4" N PARTITION (SHEET THIS SIDE) 0 I 1-Ix=4.2k ELEV. 99'-6" PARTITION (SHEET THIS SIDE) �9 0„ r ELEV.= 99'-6" ELEV. 99LO" ELEV. = 99'-6" Hx=1.3k 0, a F 20'-a' 0-44 ACCESSORY SCHEDULE MARK QUAN DESCRIPTION A 6 S 1 C 1 D 8 E 2 F 2 G H J K L 2 M 3070 WALKDOOR F.Q. 3070 WALKDOOR (TRIM ONLY) 6070 WALKDOOR (FRIM ONLY) 6'-0" X 3'-10" WINDOW F.O. 3'-0" X 3'-10" WINDOW F.O. 9'-0" X 3'-10" WINDOW F.O. 12'-0" X 7'-2" FRAMED OPENING 19'-0" X 14'-0" FRAMED OPENING 84" X 8 9' H- 1:UFT OVE NEAP DOOR F.O. 12'-0" X 12'-0" HI -LIFT OVERHEAD DOOR F.O. 12'-0" X 14'-0" HI -LIFT OVERHEAD DOOR F.0 80,-0" X 16'-0" FRAMED OPENING ELEV. = ELEV. _ 99,4" 99,-6' Hx=1.8k EW B 0 0 REVISIONS NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING �s'.• AS THE ENGINEER OF RECORD. THE���` " ENGINEER NAMED AND CHIEF BUILDINGS C4 RESPONSIBILITY IS LIMITED TO THE �e°:." STRUCTURAL PERFORMANCE OF THE 8 PRE-ENGINEERED COMPONENTS S e DESIGNED BY CHIEF BUILDINGS. A a ANCHOR ROD DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF DRAWN BUILDINGS rl AWK .4 =; orCvoRz'omro,, ,/,.15 CHECK DB ORDER NO. I Al C092879 6O'-O"8LTO EL N 8D'-3" OUT TO OUT OF CONCRETE 80'-0" BL TO BL 20'-0" 20'-0 s.9 sw 20'-0" 20'-0" 0'-10" 64" r=1 4 40'-0" (TYP U.N.) V-5" a v Whip til 11 Di [� gqg v � k 4.1 6'-6" 3'-0" 6'-4" 11'-11z' 14'-62" 14'.8" 2 3'-5" 40'-0' (TYP U.N.) °oY II� G �TTpp v V' 7 L //////////////////////////////////Z/ BUILDING' A' ANGHOR ROD PLAN FINISHED FLOOR ELEVATION =100'-0" BASE OF ALL COLUMNS AT ELEVATION = 100'-0" UNLESS NOTED BASE OF FRAME OPENING JAMBS AT ELEVATION = 100'-0" REVISIONS NOTWiTHSTANDiNGTHE ADJACENT SEAL, NEITHER THE ENGINEER NAMED , : _[ NOR CHIEF BUILDINGS IS ACTING o° s r. AS THE ENGINEER OF RECORD. THE J �e ' � L,c' ENGINEER NAMED AND CHIEF BUILDINGS : (T: Q� " RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. • 0 ANCHOR ROD DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF BUILDINGS • rigs, cfehtl tna svis.• rnc. Po Sox Zig DRAWN CHECK MAK GRAND ISMO, hE 9.18_0B ORDER NO, 42 DB C092879 9.18-B 1 This building has been designed for a collateral load of 5 psf, The total applied loads due to ceiling panels, ducts, sprinkler distribution lines, electrical equipment, conduit, fireproofing, other piping and mechanical loads, etc., cannot exceed this collateral load. In no case shall the total uniform collateral load on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual point load or summation of point loads on any one roof member exceed the product of 5 psf times the member spacing times half the member length. In addition, no individi. al point load on a purlin can exceed 200 lbs. All toads suspender from purlins shall have the load introduced through the web and not the flange of the puffin, Hangers cannot be supported from the edge of flanges or through holes in the flanges of the purlins. Design of hangers and their attachments are not by Chief Buildings. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, seismic, or wind loading. Chief Buildings neither assumes nor accepts any responsibility for the design of hangers, bracing of suspended members, transverse support members, nor connections to roof purlins. It is the responsibility of the Buyer/Contractor and/or End Owner to have this design performed by a registered design professional. HANGER AT INDIVIDUAL ZEE PURLIN PURLIN -. HANGER CONNECTION MUST BE THROUGH THE WEB HANGER AND CONNECTION TO PURLIN ARE NOT BY CHIEF BUILDINGS MAXIMUM INDIVIDUAL POINT LOAD HANGER BETWEEN ZEE PURLINS STRUTS AND CONNECTIONS / ARE NOT BY CHIEF BUILDINGS PURLIN � ,��� MAXIMUM REACTION ATPURLEN - i ___- HANGER AND CONNECTION --� TO STRUTS ARE NOT BY CHIEF BUILDINGS i'- PURLIN MAXIMUM REACTION AT PURLIN REFERENCE NOTES 1. ACTUAL BASE PLATE DIMENSIONS MAY HE SMALLER THAN BASE PLATE DIMENSIONS SHOWN. - -- - --r /1. COLUMN FOOTINGS AND PIERS MUST BE DESIGNED TO WITHSTAND HORIZONTAL AND VERTICAL REACTIONS AS SHOWN ON THE ANCHOR ROD PLAN. CHIEF BUILDINGS IS NOT RESPONSIBLE FOR DESIGN OF CONCRETE FOUNDATION. CHIEF BUILDINGS RECOMMENDS THAT THE SERVICES OF A QUALIFIED ENGINEER 18 OBTAINED BY THE CONTRACTOR / BUILDER TO DESIGN THE FOUNDATIONS FOR THE INDICATED REACTIONS. 2. REACTIONS ARE GIVEN IN KIPS. (1 KIP = 1000 LBS.) MOMENTS, IF ANY, ARE GIVEN IN KIP -FT. 3. ANCHOR ROD DESIGN IS BASED ON SHEAR, TENSION, AND COMBINED TENSION AND SHEAR. CHIEF BUILDINGS I5 NOT RESPONSIBLE FOR ANCHOR ROD SIZE RECOMMENDATIONS WHEN ANCHOR ROD CONFIGURATION PLACES THE RODS IN A BENDING MODE. VLMEN THE COLUMN BASE PLATE BEARS ON GROUT, THE CONTRACTOR / BUILDER OR FOUNDATION ENGINEER SI-IALL INVESTIGATE BENDING IN THE ANCHOR RODS AND PROVIDE A SHEAR KEY FOR THE COLUMN BASE TO THE PIER WHEN THE ANCHOR RODS ARE NOT ADEQUATE IN BENDING ABOUT THE PIER. ORIENTATION OF HORIZONTAL REACTIONS: Hxj 1: Hy >a Hy Hx ;3 PARALLEL TO THE COLUMN WEB AND Hy IS PERPENDICULAR TO THE COLUMN WEB, FOR ALL ENDWALL COLUMNS & SOLDIER COLUMNS BY CHIEF BUILDINGS. Building Design Criteria C092879 Building Code 2002 MBMA Occupancy Category Roof Live Load Collateral Load Ground Snow Load (Pg) Exposure Factor (Ce) Thermal Factor (Ct) Importance Factor (1) Flat Roof Snow Load (Pf) Building Enclosure Wind Speed Exposure Category Importance Factor (I) Wind Pressure (N) Seismic IBC 200x. Standard Buildings 20 psf (Tributary Area Reduction Not Allowed) 5 psf 40 psf 1.0 1.0; 1.2 at open areas of bldg A 1.0 28 psf ; F> ..6 psf at open areas of Bidg A Enclosed Partially Enclosed at open area of Bldg A 90 mph (;Cpl 0.16) 90 mph (GCpI ± 0.55) at open area of Bldg A 1.0 15,86 pal Spectral Response Short Periods (Ss) 47189 Spectral Response 1 s Period (S1) 9.3% Seismic Importance Factor 1.0 Use Group I Design Category 0 Site Class D Seismic Resisting System Longitudinal Direction Steel Sysiam (R =3.0) Lateral Direction Steel System (R=3.0) Seismic Response Coeffcdent (Cs) 0.151 Spectral Response Parameter Short Period (SDS) 0.452 Spectral Response Parameter 1 s Period (SW) 0.148 Analysis Procedure ELF Base Shear 71,769 lbs. Other Loads: Mezzanine Loads: Live Load = 40 psf Dee.' Load = 33 psf Colieteral Load = 5 psf Partition Load e- 20 psf REVISIONS Yi 71 Y2 ✓ Ya z2 LOAD TYPE X1 71 21 Y2 03, -0.3 Y3 3A 73 DL • DEAD LOAD 0.2 1,8 - 3.4 COL. COLLATERAL 0.5 2.0 - 50 -0.6 3.2 - LI. -L4VEMAO 20 7.9 SL -SNOW LOAD 20.2 .2.0 12.6 - SL -SNOW LOAD 3.0 16.8 - 40.3 4.9 258 - WLL• WIND FROM LEFT -25 -6.7 - -11.7 -1,3 -0.0 -6.0 IIttIIt WLR -WIND FROM BIGHT 3.3 -2.0 - -57 21 -950 • WI-2-WK.LT CABE2 •3.3 45 • 50 •0,6 -6.3 • :mu- WEND RT CASE 2.5 0.2 - 4.8 3.7 -7.4 - WLE-VAND ONFNDWALL 1.3 -0.6 1.0 -149 -08 -110 L. WE2--Ell WIND CASE 1.3 S.0 - -14.7 -0.6 -12.0 - LLA 0.0 8,2 - 10.77 -05 -0.0 - LLB 1.4 -6.3 LLA 9.4 -1.4 13.8 10.8 SEI -SEISMIC LOAD -58 -2.9 - 1-4 -3.1 1,6 • - .03 - -11.7 511.7 - - -15.3 514.1 ,SBI-SEISMIC6RAVING SB2-SEISMIC BRACING 0.5 11.8 - - -0.0 197 63.2 ORI- WIND BRACING 1 - -4.5 34.5 - - -14.31 510.4 BR2, WIND BRACING 2 • 0.3 8.1 4.5- 19.3 - -0.3 14.2 - MAXIMUMPOSITIVE 50.2 43.7 3.6 _ 38.4 510.4 MAXIMUM NEGATIVE -4.0 -10.1 58.2 -12.0 4.7 -24.0 110.4 cOA2a79AO1 REACTIONS USED AT LINE{S : 10, 0, & 8 !Y1 Y2 FLOAD TYPE -- 01 Y1 72 X3 Y3 Df.- DEAD LOAD L 0-2 1.4 3.6 -72 1.5 COL. COLLATERAL 0.3 1,0 6A -0.3 1.0 LL- LIVE LOA0 14 74 21.6 •1.4 7.4 SL -SNOW LOAD 2.8 14.9 42.8 -2.6 14.6 WCL -WIND FROM LEFT -2.4 -5.7 -12.1 -1.5 -2 a WLR- WINA FROM RIGHT 3.0 .1.7 -10,5 2.6 -3.6 WL2- WIND LT CASE 2 -3.3 -3.8 -6.0 IIttIIt -0.6 WR2-IMNDRT CASE 2.0 ii.33 •4A 3.5 -1.. LLA 0.4 Mal 11.2 tIIIIII • -1.1 LLB 1.0 -0.0 10.2 -1,0 ism 8EI-SE1OMIC LOAD -4.1 -2.1 1,2 -1.8 0.8 .WLE- WIND ON ENDWALL _ 1.6 -0.4 -16,5 -51 WE2-EW WINO CASE 1.0 -4.8 -10.4-9.0 ' • -14.8 MAXIMUM POSITIVE 5.4 18.1 613 15 2 MAXIMUM NBOATNE -3.1 -4.0 -10.0®® -5.3 CO92879,403 REACTIONS USED AT LINE(S): 6 & 6 NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. Y1 Y2 Y3 LOAD TYPE 341 Y11 Y21 343 Y3 01- OEAO LOAD 0.3 1.8 3.4 -0.3 2.21 IOL. COLLATERAL 0.6 2.0 6.1 -0.5 2.4 LL • LIVE LOAD 2.1 8.0 20.3 -2.1 0.7 Si. - SNOW LOAD 4.1 100 40.5 -4,1 206 W1.L- WIND FROM LEFT .2,7 -8.9 .11 B -1.2 .0.0 WLR- WIND FROM RIGHT 3.3 -20 -90 30 -6.3 138.2. WIND LT CABE2 -3.4 46 •6.6 -0.6 •2.7 WR2- WI115 RT CASE 2 2.6 0.2 -4.1 3.6 .3.5_, LLA 0.5 0.3 40.0 -0.6 -0.5 LLB 1.5 4.3 85 -1.6 10.6 6E1 -SEISMIC LOAD -7.5 -4-1 2.6 -8.6 1.4 WLE- WIND ON ENDWALL 1.2 -0.7 -14.5 -0.0 .7.4 WE2-EW WI NO CASE 1.1 -5.2 -14.8 -0,A9.1 3.4 MAXIMUM POSITIVE 7.2 15.5 490 4.6. 25.11j MAXIMUM NEGATIVE -5.3 4,9 -93 .8.5, -4.4] 0092879A02 REACTIONS USED AT LINE (S : 7 Y2 7:2 LOAD TYPE Xf 71 21 Y2 72 X3 Y3 23 DL • DEAD LOAD 0.2 1,3 4.2 - -0,2 2,0 - COL -COLLATERAL 0.3 1.7 6.4 • .0 ,3 1.9 LL- LIVE LOAD 1.0 6.5 21.8 -1.0 7.4 SL -SNOW LOAD 2.1 13.0 - 43.6 - -2.1 14.8 WLL- WIND FROM LEFT -2-2 -6,4 • -12.2 - -1.7 -2,8 - WLR- WIND FROM RICHT 3,5 -1.4 • -10.7 2.4 45• W12-16386ID LT CASE -3.2 -34 - -6.0 • .0.7 .0.8 • WR2- WIND RT CASE 2.8 0.6 - -4.6 3.4 -1.5 - WLE-WND ONENDWALL 1.0 -6,8 - -16,7 56,2 -f.2 -6,1 - WE2-EW WINO CASE2 1.9 -4.4 - .15.6 - -1,4 -80 - LLA 1 133 7.7 - 10.8 - -5.3 -1.1 1113 0.8 -0.9 - 11.0 - .03 8.0 - ilk SE43MIC LOAD -3.9 .2.0 1.3 - -1.5 0.8 - MAXIMUM PO6ITIVE 4,6 10:8 - 63.2 55.2 3.3 16.7 - MAXIMUM NEGATIVE 41 -2.2 • -13.2 t52, -3.2 -5.6- 0092879A04 REACTIONS USED AT LINE(S): 4 I ANCHOR ROD DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST TRIFLE, CO C2 -BUILDING COMPLEX CHIEF BUILDINGS PgPDX ?VP DRAWN AWK CHECK 1 ORDER NO I A5 1 D8 r, ••••• • 5'-7 '-5 '-10 '-2 00 0 IACONAL DIMENSIONLJ I ' LEFT - 93'-9ie RICHT - R'ZFERENCE NOTES 1. BOLTING RECOKHENDATIONS---ALL HIGH STRENGTH BOLTS ARE A-325 WITH HEAVY HEX NUTS AND ARE TO BE IN- STALLED USIN0 THE SNU3 TIGHT METHOD SPECIFIED IN THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASPM A325 BOLTS'. PUBLISHED BY RCM DATED JUNE 302004. SNUG TIGHT CONDITION IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD WRENCH TO BRING THE FLIES INTO FIRM CONTACT. 9. BOLT SPECIFICATIONS -- ALL BOLTS SPECIFIED THROUGHOUT THESE DRAWINGS WILL BE HIGH STRENGTH BOLTS CONFORMING TO ASTM .A325 BOLT SPECIFICATIONS SUBSTITUTION OF MILD STEEL BOLTS WILL NOT RE ALLOWED ANC ANY FIELD SUBSTITUTION HILL VOID THE DE510N WARRANTY. NUT SPECIFICATIONS -- NUTS SPECIFIED IHRCUCHOUT THESE DRAWINGS WILL BE HIGH STRENGTH NUTS C0N- GORMINC 10 ASTM A164 GRADE 2 OR 2H. CR ASTM 9563 GRADE C. 6. OR OH NUT SPECIFICATIONS. SUB- STITUTION OF MILD STEEL HUTS WILL NOT BF ALLOWED. AND ANY FIELD SUBSTITUTION WILL VOID THE DESIGN WARRANTY. v ALL ELEVATION DIMENSIONS ARE 1AKElf 09511 HITCH OF FRAME COLUMN BASE PLATE. REFER TO ANCHOR ROD DRAWING FOR BASE OF COLUMN EL£VAP ON. 4. TE0PORARY BRACING SHALL 3E 1NTROOUCEG WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS IMPOSED UPON THE STRUCTURE DURING T110 ERECTION PROCESS. FINISHED FLOOR 42'-7 5. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE MARKED. 6. 7. ALL DRAWINGS ARE NOT TO SCALE. NOTE . • REFER TO GENERAL DETAILS AND SECTIONS FOR ROOF SHEET OVERHANG AND SPLICE LAP DIMENSIONS. 8. FLANGE BRACES ARE REQUIRED ONLY ON ONE SIDE G FRAME. EXCEPT THOSE FLANGE BRACES THAT ARE PRECEDED WITH A 12}18... ARE REOOIRELI ON BOTH SIDES OF THE FRAME. 9. ALL WELDS HAVE A MINIMUM CHARPY Y -NOTCH TOUGHNESS OF 2G FT -LBF AT MINUS 20 DEGREES F. 12 1.000 RS407.., p.• PURLINS 17 0 0 42'-7 0 m RSA03.9 rn a m 01 00 00 U O ry 89'-10 OUT TO OUT OF COLUMNS 90'-0 OUT TO OUT 01 STEEL CROSS SECTION COLUMN ,.IVES, Ipi F,r�u SPLICE BOLT TABLE NO SIZE DEPTH X 21 X 2 Be REVISIONS FRAHE.0032979A01 34, NOT WITHST ANC ING THE ADJACENT°h'`E-. ACT ING AS THE ENGINEER 0 RECORD. THE ENGINEER 9AUED *@ AND CHIEF BUILDINGS RESPONSIBIL ITY 15 L1M1TEA .Q' 10 THE STRUCTURAL PERFOROANCt; COMPONENTS DESIGNED RY 5H ' '---- �"A,-"� SEAL . NEITHER THE ENG iNEE .° ,. °: M� • NAMED NOR CHIEF BUILDINGS,.o� -91 OF THE PRE-ENGINEERED BUILDINGS �� qr � n'�°�,ld�Y B5 L. lU10 sa'°e CROSS SECTION N MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF BUILDINGS P.O. BIM 20r6 10110 11-113115. NE 60002 2078 DRAWN AWK CHECK 16 -SEP -08 Mezzanine loading information: Auxiliary columns, frame columns, endwall columns, and floor beams are designed to adequately support the mezzanine area shown on the mezzanine framing plan. Design is based on the following criteria: Live Load Dead Load 40 psf 3 psf 314" plywood deck 15 psf joists 15 psf 1 112" concrete 5 psf collateral load (ceiling, sprinkler, etc.) 20 psf partitions Actual dead loads of floor beams are used for design. The plywood floor deck, not provided by Chief Buildings, must resist all live loads, dead loads, and collateral loads when supported by the floor joists at the spans shown on the drawings. The plywood floor deck must have sufficient in plane shear strength and stiffness and adequate connection to the top flange of the floor beams to provide lateral support to the top flange of the floor beam. The deck must have a positive connection 10 the floor beam at a maximum spacing of 1'-0" on center and each connection must be capable of resisting an applied lateral force of 300 pounds, Chief Buildings neither assumes nor accepts any responsibily for the design of the plywood deck and floor joists and their attachments to the floor beams. it is the responsibility of the Buyer/Contractor and/or End Owner to have this design performed by a registered design professional. 60' "BL TOBL SW S c� o 80'-0"BLTOBL 0 SW 20'-0" 20'-0" 20'-0" 20'-0" 9 N Q 0 0 0 y .1— BUILDING 'Er scsk 1 0'-5" I -H --V1////7///////// ////////777//7////7// BUILDING 'A' MEZZANINE FRAMING PLAN BLDG. 'B' 9 0 c en' LIMI REVISIONS A NOTWITHSTANDING THE ADJACENT s�( -, SEAL, NEITHER THE ENGINEER NAMED G NOR CHIEF BUILDINGS IS ACTING + �a" moi' AS THE ENGINEER OF RECORD. THE » : This building has been designed for a collateral load of 5 psf. The total applied loads due to ceiling panels, ducts, sprinkler distribution lines, electrical equipment, conduit, fireproofing, other piping and mechanical goads, etc., cannot exceed this collateral Toad. In no case hall the total uniform collateral load on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual point load or summation of point loads on any ono roof member exceed the product of 5 psf times the member spacing times half the member length. In addition, no individual point load on a purlin can exceed 200 lbs. All loads suspended from purlins shall have the load introduced through the web and not the flange of the purlin. Hangers cannot be supported from the edge of flanges or through holes in the flanges of the purlins. Design of hangers and their attachments are not by Chief Buildings. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, 'seismic, or wind loading. Chief Buildings neither assumes nor accepts any responsibility for the design of hangers, bracing of suspended members, transverse support members, nor connections to roof purlins. It is the responsibility at the Buyer/Contractor and/or End Owner to have Ibis design performed by a registered design professional. HANGER AT INDIVIDUAL ZEE PURLIN PURLIN -1 HANER CONNECTION MUST RE THROUGH ESQ THE WEB HANGER AND CONNECTION TO PURLIN ARE NOT BY CHIEF OUILOINGS MA MUM INDIVIDUAL j POINT LOAD HANGER BETV EN ZEE PURLINS PURLIN - MAXIMO:I REACTION AT PURLIN HANGER AND CONNECTION TO STRUTS ARE NOT DY CHEF SUILDINOS STRUTS AND CONNECTIONS er ARE NOT BY CHIEF BUILDINGS re -PURLIN 4 MAXIMUM REACTION AT PURLIN REFERENCE NOTES 1. ALL PURLINS ATTACH TO FRAMING USING "STD" ATTACHMENT UNLESS NOTED. REFER TO GD MANUAI. SECTION 4 FOR BOLT LOCATIONS. 2. "r = TOP SAG ANGLE. "B" = BOTTOM SAG ANGLE. 11 200'-0" BL TO BL r 20'-0" PIA ITYP U.N.) 0-Q1„ 0.-3n, 2,-14, CCGE OF PURLIN V' SL TO al 20'-0° 19'-8" 20•-4" P2A (TYP 1.-14, — — I P3A (TYP U.N.) 2.14" '-1: P4A (TPP U.N.) P5A (TYP U.N.) PSA (TYP U.N.) LOWSIDE ROOF FRAMING PLAN BLD REVISIONS NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS f5 ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. ROOF FRAMING DRAWINGS MOUNTAIN WEST CONSTRUCTORS 1 SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF. BUILDINGS diabedCM1411,dus e5 mc. A.0.00%20 0 G RAND ISLA4u, hE g gg02.2010 DRAWN CHECK AWK ORDER NO. :71 -RF I C092879 REFERENCE NOTES 1. ALL PURLINS ATTACH TO FRAMING USING "STD" ATTACHMENT UNLESS NOTED. REFER TO GO MANUAL SECTION 4 FOR DOLT LOCATIONS, 2. "T" = TOP SAG ANGLE, "B" = BO ITOM SAG ANGLE. 11 BL TO BL P A BUILDING' A' ROOF FRAMING PLAN BLDG. 'B' REVISIONS NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. ft ROOF FRAMING DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST —� RIFLE, CO 2 -BUILDING COMPLEX CHIEF DRAIN BUILDINGS l AWK edn.'yield Nal Wunder, fnu, awGR egw,1 wisi�wo. e.e 65xM.�n�x CHECK ORDER NO. RF3 J C092879 N F REFERENCE NOTES 1 11 () J • • • / / 7RR \ 1. GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE INSTALLED AT TIME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH COLUMN STIFFENER MUST 8E FIELD NOTCHED TO FIT.) SIDEWALL FRAMING ELEVATION COL. UNE A BLDG. A GIRT DEPTH: 8 • '-_-_ 17'-4 Ce. -4" it J • • • / / 7RR \ 1. GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE INSTALLED AT TIME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH COLUMN STIFFENER MUST 8E FIELD NOTCHED TO FIT.) SIDEWALL FRAMING ELEVATION COL. UNE A BLDG. A GIRT DEPTH: 8 • 4 4 / --- -- 7RR -- —� r SIDEWALL FRAMING ELEVATION COL. LINE A BLDG. A GIRT DEPTH: 8" Sn REVISIONS NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY 15 LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. ® 73 Soo NMI cc SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF F DRAWN AYY" ¢POND Neaax:1 BUILDING$ dwLILn of CN61 Ndo,OieO IC . P 9, BOX 4C711 CHECK ORDER NO.� i C092879 `:V3u, '-_-_ 17'-4 4 4 / --- -- 7RR -- —� r SIDEWALL FRAMING ELEVATION COL. LINE A BLDG. A GIRT DEPTH: 8" Sn REVISIONS NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY 15 LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. ® 73 Soo NMI cc SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF F DRAWN AYY" ¢POND Neaax:1 BUILDING$ dwLILn of CN61 Ndo,OieO IC . P 9, BOX 4C711 CHECK ORDER NO.� i C092879 `:V3u, REFERENCE NOTES 20'-4" PART. 19'-8' L � / I 1. G!RTS LOCATED ABOVE. COLUMN STIFFENER ARE TO BE INSTALLED AT TIME OF FRAME ERECTION. (GI WS THAT INTERFERE WITH COLUMN STIFFENER MUST BE FIELD NOTCHED TO FIT.) PART. D' 4" 0'4" 01 a, ` SIDEWALL FRAMING ELEVATION 1 COL. LINE E BLDG. A GIRT DEPTH: 8" 12'-D° 3'-102"! 91 T 8RR BRR - OPEN FOR BUILDING 'IT 8RR ---�� ti\ r 1 SIDEWALL FRAMING ELEVATION COL. LINE E BLDG. A GIRT DEPTH: 8" REVISIONS NO'T'WITHSTANDING THE ADJACENT A SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. TFIE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. s • Cyf,,„--. � s wi ?G 7 • °Beosooe{° SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX rPHIEP PRAWN ,BUILDINGS • s AWK dintion dChiellnde'Nes, Inv. P,O.BO% mi9 GHFNOidAiin.Nt CHECK ORDER NO. —S27 C092879 01 0411 T 8RR BRR - OPEN FOR BUILDING 'IT 8RR ---�� ti\ r 1 SIDEWALL FRAMING ELEVATION COL. LINE E BLDG. A GIRT DEPTH: 8" REVISIONS NO'T'WITHSTANDING THE ADJACENT A SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. TFIE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. s • Cyf,,„--. � s wi ?G 7 • °Beosooe{° SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX rPHIEP PRAWN ,BUILDINGS • s AWK dintion dChiellnde'Nes, Inv. P,O.BO% mi9 GHFNOidAiin.Nt CHECK ORDER NO. —S27 C092879 0,-5" 20'-0" €.) 5'-0'' 20'-0" 20'-0" 2D-0" 20-0" 5.-0" 4 F. SIDEWALL FRAMING ELEVATION COL LINE 11 13LDO, B GIRT DEPTH: 8" REFERENCE NOTES._ GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO 8E INSTALLED AT TME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH COLUMN STIFFENER MUST BE FIELD NOTCHED TO FIT.) BUILDING 'A' 20'-0" ENDWALL FRAMING ELEVATION COL. LINE 11 BLDG. A GIRT DEPTH: 8" (Di V-11" 6-0"4'-6" 6-0" ..., .. —I 2.-0' N-8" 6-0" L°I 1 DI III a IFI k V-5" 12'•0" SIDEWALL FRAMING ELEVATION COL LINE 6.8 BLDG. B GIRT DEPTH; 8" k_ uJ .J -71 REVISIONS A NOTWITHSTANDING THE ADJACENT SEAL NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS 1 SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF. BUILDINGS a evil:ma, Chief Inrksalas. Ina P.O. 60% 20-ra Wo -NO MUNE% 8802-20-11 DRAWN RAIK CHECK ORDER NO. C092879 E SIDEWALL SHEETING ELEVATION COL. LINE A BLDG. A 2 / ../-, /, ' �i , ' //�/'/ �/ f V / I / / / r T '/✓'/ i //� i// / ,/ /I //'/// /�!/_�/////ice ,ST// i///// / / �. i / / //�/r /�/ T<1 4�4 E SIDEWALL SHEETING ELEVATION COL. LINE A BLDG. A 2 / / / ///�/ //% / / / T<1 4�4 s SIDEWALL SHEETING ELEVATION COL. LINE A BLDG. A REVISIONS A A NOTWITHSTANDING THE ADJACENT t,3 SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING ;1'144' AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS! RESPONSIBILITY IS LIMITED TO THE : ecy STRUCTURAL PERFORMANCE OF THE 2 e� PRE-ENGINEERED COMPONENTS ;A•; DESIGNED BY CHIEF BUILDINGS. SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF DRAWN BUILDING$ /1 a ivWora(CNalfndurls,lni. ga-aOX }n cwFwieuva,n„ carrMma AWE CHECK ORDER NO. C092879 1 0 7 I REFERENCE NOTES 1. FOR OPENING TRIMS, REFER TO GENERAL DETAILS. 6. 0 SIDEWALL SHEETING ELEVATION COL. LINE E BLDG. A 0 10 OPEN FOR BUILDING '13' i H 1 SIDEWALL FRAMING ELEVATION COL, LINE E BLDG. A REVISIONS A A A NOTWITHSTANDING THE ADJACENT SEAL. NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS 15 ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS 1 SG TRUST RIFLE, CO 2 -BUILDING COMPLEX CHIEF BUILDINGS tivfondGMd fns ;Ine. DRAWN I CHECK ORDER NO. P.0.20%7078 0 R}NO ISLAND. NE 6680].2178 AWK C092879 S/5/7 SIDEWALL SHEETING ELEVATION COL. LINE 11 BLDG. B D.81 L BUILDING ENDWALL SHEETING ELEVATION COL. LINE 11 BLDG. A L REFERENCE NOTES 1. FOR OPENING TRIMS, REFER TO GENERAL DETAILS. L SIDEWALL SHEETING ELEVATION COL. LINE 6.8 BLDG. B REVISIONS A A NOTWITHSTANDING THE ADJACENT" g SEAL, NEITHER THE ENGINEER NAMED .4‘''''',% NOR CHIEF BUILDINGS IS ACTING „'c®;` AS THE ENGINEER OF RECORD. THE w • IV ENGINEER NAMED AND CHEF BUILDINGS ■ RESPONSIBILITY IS LIMITED TO THE = e9 01 g STRUCTURAL PERFORMANCE OF THE •, // __ PRE-ENGINEERED COMPONENTS 1:0064DESIGNED BY CHIEF BUILDINGS. :941 -� 4�-� -.,? -G SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS / SG TRUST RIFLE, CO L 2 -BUILDING COMPLEX CHIEF BUILDINGS dnwmol Ckielfniumieslne. P.6. sox 1670 GR [1161..13,14 DRAWN CHECK ORDER NO. AWK C092879 INSTALL SURFACE MOUNTED J -BOX FOR PULL CHAIN LIGHT - vIA 4 : 01--A-1. IA hott,e79 4-rit-ct e 4} ATTIC STORAGE = ►►!i!i` h�iv iii!i1. !i!i`:!i!i�.�i!! :!i!iv`:!i!i! : �iv�►`:!�4MaAvi` i��:�i!i!�:i!ivti`:n!M 1101 Ell I .. 1 1 I III III 2' - " III III III- .r' III _ I— I I—III I III III 1 11=1 11=I 11=1 I I I I I=1 11=1 11=11=1 11=11 11=1 11=11 III =III = I—III III —I = 1= I1 I =1 I I-1 I III II I IIII II I I 1 1 1 1 1 1 1 1 111111 I M I 1 1 1 1 1 1 1 11 I II, III i- 41460,410.4 • • • 11011 r ':— —1 110. IP.1• -J 0 Eo 1- — — L • • C • • • ate: • _ III III ink S.503 III III III - CLOSED CELL FOAM INSULATION, R-45 MIN. • 1 e 4 • UTILITY TRENCH FOR DUCTWORK CONDITIONED CRAWLSPACE a. t V III 11111111 II 1 IIII111111 III I1I11III IIIII II II —III I 1=111n1 _ I I—I III III—I —I I- e; Q HLEW I I I—I I I—III- -2' II - -2' - 0"'- l I= III -11 IIII I I ' II I—I II—I II I I—III=III—III—I II 111=111=111=t111=111=11 =11=111=1 I I I=1 =11 III III III I I I I III III III III III _ = 11=1 =1 I 1=1 II III- I I -I I -I 11= III =1 I I- 11=1 I III I=1 1 11 I I- I I -I 11=1 I I -III -III -III -I I i -III -I II 11 I II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 II 11111111111111 1111 E--, 1111111111111111111111111 111111 11 11 111111111111111111111111111111 11111111111111111111111111111111111 IIII III CEILING 1009'-7" T.O. FINISH FLOOR / 1001' - 7" T.O.SUBFLOOR 1001'-63/8" T.O. GARAGE SLAB 1000'-3" ENTRY BETWEEN GARAGE AND MOD 1/2" = 1'-0" to u 760 MAIN ST. 3RD FLOOR WALTHAM. MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT. IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT m ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE ENTRY SECTIONS DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-/2012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 SCALE AT 22X34 1/2" = 1'-0" SHEET NUMBER AS.402 7 < N, 7 N. N. 7 7" i 7 N 7 N. > 7 - vIA 4 : 01--A-1. IA hott,e79 4-rit-ct e 4} ATTIC STORAGE = ►►!i!i` h�iv iii!i1. !i!i`:!i!i�.�i!! :!i!iv`:!i!i! : �iv�►`:!�4MaAvi` i��:�i!i!�:i!ivti`:n!M 1101 Ell I .. 1 1 I III III 2' - " III III III- .r' III _ I— I I—III I III III 1 11=1 11=I 11=1 I I I I I=1 11=1 11=11=1 11=11 11=1 11=11 III =III = I—III III —I = 1= I1 I =1 I I-1 I III II I IIII II I I 1 1 1 1 1 1 1 1 111111 I M I 1 1 1 1 1 1 1 11 I II, III i- 41460,410.4 • • • 11011 r ':— —1 110. IP.1• -J 0 Eo 1- — — L • • C • • • ate: • _ III III ink S.503 III III III - CLOSED CELL FOAM INSULATION, R-45 MIN. • 1 e 4 • UTILITY TRENCH FOR DUCTWORK CONDITIONED CRAWLSPACE a. t V III 11111111 II 1 IIII111111 III I1I11III IIIII II II —III I 1=111n1 _ I I—I III III—I —I I- e; Q HLEW I I I—I I I—III- -2' II - -2' - 0"'- l I= III -11 IIII I I ' II I—I II—I II I I—III=III—III—I II 111=111=111=t111=111=11 =11=111=1 I I I=1 =11 III III III I I I I III III III III III _ = 11=1 =1 I 1=1 II III- I I -I I -I 11= III =1 I I- 11=1 I III I=1 1 11 I I- I I -I 11=1 I I -III -III -III -I I i -III -I II 11 I II 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 II 11111111111111 1111 E--, 1111111111111111111111111 111111 11 11 111111111111111111111111111111 11111111111111111111111111111111111 IIII III CEILING 1009'-7" T.O. FINISH FLOOR / 1001' - 7" T.O.SUBFLOOR 1001'-63/8" T.O. GARAGE SLAB 1000'-3" ENTRY BETWEEN GARAGE AND MOD 1/2" = 1'-0" to u 760 MAIN ST. 3RD FLOOR WALTHAM. MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT. IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT m ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE ENTRY SECTIONS DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-/2012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 SCALE AT 22X34 1/2" = 1'-0" SHEET NUMBER AS.402 DOOR TYPES NOTE: SEE SCHEDULE FOR HANDING AND MODEL NUMBERS co O ro .41 7' - 11 1/4" EXTERIOR DOUBLE GLIDING DOORS GLASS DOOR TYPES CONT. 4'-8" 0 M INTERIOR ACCESS DOORS ID27 D24R C / / / / / 3' - 0 1/8" / EXTERIOR SINGLE HINGED GLASS DOOR D29, / NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. 2. CONTRACTOR TO VERFY HANDING OF DOORS. CEILING 1009' - 7" C wriliA/1-4sit tiovie/ffr e S9fl4/ii i . SITE BUILT WINDOW AND DOOR SCHEDULE CALL OUT CODE QTY UNIT WIDTH EXTERIOR WINDOWS W48 4 1' - 8 1/2" EXTERIOR DOORS D24R D29 1 UNIT HEIGHT RO WIDTH 2'-43/8" 1'-9" T - 11 1/4" 1 3'-01/8" D30 2 9'-0" 6' - 10 3/8" 6' - 10 3/8" 8'-0" L INTERIOR DOORS IDO4R 1 2'-6" 6'-8" 8'-0" 3' - 0 7/8" 2' - 8 1/2" IDO4L(IS) 1 2'-6" 6'-8" ID26 1 4'-8" 6'-8" 2' - 8 1/2" 4' - 10 1/2" ID27 1 4'-8" 3'-0" RO HEIGHT 1'-47/8" 6'-11" 6' - 10 7/8" 6'-101/4" 6' - 10 1/4" 6' - 10 1/4" 0 9' - 0" EXTERIOR GARAGE DOOR MFG: TBD �ott,it-bupiAtiefrin5= LL'3S1,er' Zero .E ECC. we .04, PRODUCT NUMBER CN125 NLGD80611 R FWH31611 2668R MANUFACTURER ANDERSEN ANDERSEN SERIES 400 SERIES 200 SERIES ANDERSEN FUNCTION FIXED CASEMENT GLIDING DOOR 400 SERIES HINGED DOOR 2668R 4868LR MEM GARAGE DOOR / Zo m 2' 6" INTERIOR SINGLE HINGED DOOR SOLID CORE BIRCH DOOR —IDO4R / / 2'-6" INTERIOR SINGLE HINGED DOOR SOLID CORE BIRCH DOOR WINDOW TYPES 0 2'-018" / / W46 FIXED CASEMENT WINDOW ALUMINUM CLAD WOOD MFG: ANDERSEN EXTERIOR FINISH TERRATONE TERRATONE INTERIOR FINISH PINE PINE PAINTED TO MATCH EXTERIOR COLOR GLAZING TEMPERED PAINTED TO MATCH INTERIOR COLOR PINE TEMPERED HINGED DOOR HINGED DOOR DOUBLE SWING DOOR DOUBLE SWING DOOR PINE IDO4L(IS) NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. 2. CONTRACTOR TO VERFY HANDING OF DOORS. / / / \c=J \ \ <N. N. / r, \ N. /- N. 7� / / U N. N. 0 N. 0 2' - 4" _" 4'-8" 0 M INTERIOR ACCESS DOORS ID27 D24R C / / / / / 3' - 0 1/8" / EXTERIOR SINGLE HINGED GLASS DOOR D29, / NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. 2. CONTRACTOR TO VERFY HANDING OF DOORS. CEILING 1009' - 7" C wriliA/1-4sit tiovie/ffr e S9fl4/ii i . SITE BUILT WINDOW AND DOOR SCHEDULE CALL OUT CODE QTY UNIT WIDTH EXTERIOR WINDOWS W48 4 1' - 8 1/2" EXTERIOR DOORS D24R D29 1 UNIT HEIGHT RO WIDTH 2'-43/8" 1'-9" T - 11 1/4" 1 3'-01/8" D30 2 9'-0" 6' - 10 3/8" 6' - 10 3/8" 8'-0" L INTERIOR DOORS IDO4R 1 2'-6" 6'-8" 8'-0" 3' - 0 7/8" 2' - 8 1/2" IDO4L(IS) 1 2'-6" 6'-8" ID26 1 4'-8" 6'-8" 2' - 8 1/2" 4' - 10 1/2" ID27 1 4'-8" 3'-0" RO HEIGHT 1'-47/8" 6'-11" 6' - 10 7/8" 6'-101/4" 6' - 10 1/4" 6' - 10 1/4" 0 9' - 0" EXTERIOR GARAGE DOOR MFG: TBD �ott,it-bupiAtiefrin5= LL'3S1,er' Zero .E ECC. we .04, PRODUCT NUMBER CN125 NLGD80611 R FWH31611 2668R MANUFACTURER ANDERSEN ANDERSEN SERIES 400 SERIES 200 SERIES ANDERSEN FUNCTION FIXED CASEMENT GLIDING DOOR 400 SERIES HINGED DOOR 2668R 4868LR MEM GARAGE DOOR / Zo m 2' 6" INTERIOR SINGLE HINGED DOOR SOLID CORE BIRCH DOOR —IDO4R / / 2'-6" INTERIOR SINGLE HINGED DOOR SOLID CORE BIRCH DOOR WINDOW TYPES 0 2'-018" / / W46 FIXED CASEMENT WINDOW ALUMINUM CLAD WOOD MFG: ANDERSEN EXTERIOR FINISH TERRATONE TERRATONE INTERIOR FINISH PINE PINE PAINTED TO MATCH EXTERIOR COLOR GLAZING TEMPERED PAINTED TO MATCH INTERIOR COLOR PINE TEMPERED HINGED DOOR HINGED DOOR DOUBLE SWING DOOR DOUBLE SWING DOOR PINE IDO4L(IS) NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. 2. CONTRACTOR TO VERFY HANDING OF DOORS. INTERIOR HINGED DOUBLE DOORS NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. T.O. GARAGE CURB 1000' - 9" NOTES HARDWARE & HARDWARE FINISH METRO ANVERS. SATIN NICKEL METRO ANVERS. SATIN NICKEL 2� SATIN NICKEL FINISH; SCHLAGE DEXTER SOLSTICE LEVER, PRIVACY J40 SOL 619/PASSAGE J10 SOL 619 PINE SATIN NICKEL FINISH: SCHLAGE DEXTER SOLSTICE LEVER, PRIVACY J40 SOL 619/PASSAGE J10 SOL 619 PINE MINIM SATIN NICKEL HINGES; SCHLAGE DEXTER SOLSTICE LEVER, TRIM HANDLE J170 SOL 619 PINE SATIN NICKEL HINGES: SCHLAGE DEXTER SOLSTICE LEVER. TRIM HANDLE J170 SOL 619 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING, DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT, IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance - DRAWING TITLE SITE BUILT WINDOW AND DOOR SCHEDULE DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL —1-42012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 NO SCALE SCALE AT 22X34 NO SCALE SHEET NUMBER AS.601 / / / \c=J \ \ / / \ \ / / \ \ / / \ \ \ \ \ \ / / \ \. / / \. ` / m Zo / / U / / 2' - 4" _" / ID INTERIOR HINGED DOUBLE DOORS NOTES: 1. ALL DIMENSIONS SHOWN ARE NOMINAL. T.O. GARAGE CURB 1000' - 9" NOTES HARDWARE & HARDWARE FINISH METRO ANVERS. SATIN NICKEL METRO ANVERS. SATIN NICKEL 2� SATIN NICKEL FINISH; SCHLAGE DEXTER SOLSTICE LEVER, PRIVACY J40 SOL 619/PASSAGE J10 SOL 619 PINE SATIN NICKEL FINISH: SCHLAGE DEXTER SOLSTICE LEVER, PRIVACY J40 SOL 619/PASSAGE J10 SOL 619 PINE MINIM SATIN NICKEL HINGES; SCHLAGE DEXTER SOLSTICE LEVER, TRIM HANDLE J170 SOL 619 PINE SATIN NICKEL HINGES: SCHLAGE DEXTER SOLSTICE LEVER. TRIM HANDLE J170 SOL 619 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING, DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT, IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance - DRAWING TITLE SITE BUILT WINDOW AND DOOR SCHEDULE DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL —1-42012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 NO SCALE SCALE AT 22X34 NO SCALE SHEET NUMBER AS.601 INNOVATIVE STRUCTURAL ENGINEERING 29970 TECHNOLOGY DR SUITE 212 MURRIETA, CA 92563 TEL: (951) 600-0032 FAX: (951) 600-0036 www.InnovativeStructuralEng.com No: Revision: Date: 12-1665 DIAMETER LENGTH 1 36 N.T.S. L MIN 3" a HS a a HS ON HIGH W 0 z Q J < W I W C0 N ›- (0 J .., u) III 0 Zz0 co H W QU 00 r QccLLf _ J STRENGTH MODELS CD Q (i p _ W I DZ 0 o W CO — J J O cc 00 Q 101 30 U J (<n v♦ O I l�-I1�� 10, .: ice���� V� D O ••• Fp 111 : .ct O• . k � LENGTH = SHEAR ANCHORAGESi SSWAB #3 HAIRPIN, GRADE 40 REBAR (MIN.) MODEL SHEAR MINIMUM CURB/ Ig HEAVY HEX NUT a FIXED IN PLACE ON FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP Lh (in) REINFORCEMENT STEMWALL WIDTH in ( ) MINIMUM CURB/STEMWALL WIDTH PER 4/SSW1. ALL SSWAB ANCHOR BOLTS VARIES WITH BOLT SPACING. 3 " SHEAR REINFORCEMENT a SSWAB ®/�/ Sib 9 PER 4/SSW1 a HEAVY HEX NUT H IS f Ji PLATE WASHER 11,11111=1!1111=111111a • SSWAB , a` .4 I MI #3 HAIRPIN PER TABLE 111111 a I 17 HAIRPINS L 101 SSW24 (2)#3 8 de 111!1 =11111 A } HEAVY HEX NUT r =_ 1 111111111111 . 11 1Y2"cLR= "a ,, 9111 �Illllp IIIIII ... 3"CLR. MIN. !!Ill " t ^ Irl - _ 4444,-4111,° 4444 STEEL STRONG- WALL WIDTH='J.. MODEL NO. DIAMETER LENGTH le 11 1111=111111=111111_11111E111!11=1!1111 1/2W 1/2W -111R!11!1 W moi; - / 1-a TIMI RR�IRIH mi-IIINIMIIIIII y u LA CURB OR STEMWALL FOUNDATION HAIRPIN INSTALLATION 24" MODELS SSWA61x30 1" 30" 25" (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR., SSW ANCHOR BOLTS 5 STEEL STRONG -WALL ANCHOR BOLT SHEAR ANCHORAGE 4 NOTES: 1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES. 2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. 3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6ISSW1 FOR le. STEEL STRONG -WALL ANCHORAGE - TYPICAL SECTIONS 1 SSWHSR SSWHSR KT AND ASSEMBLY SSWAB SSWT EXTERIOR INSTALLATION PANEL FORM INSTALLATION SLAB OR CURB AND SIMPSON STEEL SURROUNDING FOUNDATION STRONG -WALL NOT SHOWN FOR CLARITY # 1 24 a ailSSWTPF Ifl►!_ 3" sTOP OF CONCRETE arc.at _ %, � `a\C./J i w y 3 - = , 1. � HX ON 101 �I ���1' W • • EXTENSION KIT TOP OF CONCRETE ���� 1 1 W 101 TOP OF CONCRETEla la 1" (2) SSWAB for SSW24 •SII 2 an IS IS S SSWHSR SSWAB F- HEAVY HEX NUT 9 FIXED IN PLACE ON (2) 1" SSWAB for SSW24 w W 0 Sis OM 111 2 2 ALL SSWAB ANCHOR a w a BOLTS a CUT TO LENGTH Ig a AS NECESSARY ih 1--., SEE TABLES BELOW FOR DIMENSIONS IMS ��� 1 Sm NMI 314" OR 1" HIGH IS -y FOUNDATION PLAN VIEW I �_ STRENGTH ROD ASSEMBLY I = e SSWAB le s Il HIGH STRENGTH - - STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE I + SSWHSR e + 3 SS COUPLER NUT = SSWAB 1" ANCHOR BOLT I INS IS S DESIGN CONDITION ANCHOR SSWT INTERIOR INSTALLATION CRITERIA STRENGTH ALLOWABLE W de SSWAB �_. I0i IuI i i „�+�1` r���. b. SEISMIC CRACKED STANDARD 17,100 36 12 HIGH STRENGTH _ y ! 5,600 14 6 COUPLER NUT :� a ��i■� / ..� �!!'. SSWTBL BRICK LEDGE INSTALLATION /[/i WIND CRACKED STANDARD 12.700 24 8 a 1 d 17,100 30 10 CM MS 1.1.1 (2) 1" SSWAB for SSW24 Iris ID' I \ scl: (2)1" SSWAB for SSW24 2x2 MODEL NO. DIAMETER TOTAL le • 1!)1J` SSW WIDTH LENGTH lir1 klll,gill „`� en NOTES: 1. ANCHORAGE DESIGNS CONFORM TO ACI 318 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR 24" MODELS 1" 36" 33" UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-05 SECTION D.3.3.4. 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 6. REFER TO 1/SSW1 FOR de. SSW ANCHOR BOLT EXTENSION 6 SSW ANCHOR BOLT TEMPLATES 7 SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 2 INNOVATIVE STRUCTURAL ENGINEERING 29970 TECHNOLOGY DR SUITE 212 MURRIETA, CA 92563 TEL: (951) 600-0032 FAX: (951) 600-0036 www.InnovativeStructuralEng.com No: Revision: Date: 12-1665 SCALE: N.T.S. SHEET # ssw1 W 0 z Q J < W I W C0 N ›- (0 . 0 z .., u) III 0 Zz0 co H W QU 00 r QccLLf _ J i— CD Q (i p W I DZ 0 o W CO — J J O cc 00 Q U J (<n v♦ O I 10, .: ice���� V� D O ••• Fp 111 : .ct O• . k � SITE PORTION STRONG WALL FDN DETAILS DATE: 05/07/12 JOB NO.: 12-1665 SCALE: N.T.S. SHEET # ssw1 1.) THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT 70 THOSE CERTAIN PROTECTIVE COVENANTS FOR PEN EQU€ST$IAN ESTATES SUBDIVISI P.U.D. ,YRine'RECORDED ON MA¢ Re' IN T AT PAGE2 V RECEPTION NO. DAN ! IN THE RECONS OF THE CLERK AND RECORDER DF GARFIELD COUNTY, COLORADO. OTHER TERMS AND CONDITIONS RELATED TO THE DEVELOPMENT or THIS PROPERTY ARE SET FORTH IN THE SUBDIVISIOy,IMPROVEMENTS AGREEMENT RECORDED IN BOOK 15L PAGE RaoRECEPTION N0. Q444'Sr / OF THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER. 2.) THE ZONE DESIGNATIONS REFERRED TO ARE AS ESTABLISHED IN RESOLUTION NO. 98-S1 OF THE BOARD Of COUNTY COMMISSIONERS OF GARFIELD COUNTY. 3.) THE BASIS OF BEARING FOR THIS SURVEY ISA BEARING OF S 89,31134' W BETWEEN THE WITNESS COINER, A STONE IN PLACE TO THE NORTHEAST CORNER OF SECTION 31 AND THE NORTHWEST COBWEB OF SAID SECTION 31, A 3" ALUMINUM OW CAP IN PLACE. 4.) THIS PROPERTY IS SUBJECT TO RESERVATIONS. RESTR'!CTIONS, COVENANTS ADD EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS SHOO IN THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC. (CASE NO. PC/12880E2). 5.) DATE OF SURVEY WAS JULY 7, 1998. 6.) THIS SURVEY IS BASED ON DOCUMENT REC. NO. #428463 AND SURVEY BY SCARROHt AND WALKER, INC. DATED DECEMBER 2, 1987, JOB NUMBER 87.254. 7.) ACCORDING TO FEWA FLOOD BOUNDARY AND FLOC/SWAY MAP PANEL NO.080205 1880 8 REVISED JANUARY 3,1986 A PORTION OF THE GREENBELT AREA, INDICATED BY CROSS -HATCHING, IS WITHIN THE 100 YEAR FLOODPLAIN. THE REMAINDER OF THE PROPERTY IS QQ] WITHIN THE 100 YEAR FLOODPLAIN. 8.) THERE IS NO ACCESS TO HIGHWAY 82 ON THE NORTH SIDE OF THIS PROPERTY AS PER BOOK 856 PAGE 143. 9. ) FEMA'S 100 YEAR WATER SURFACE ELEVATIONS ARE BASED ON THE FOLLOWING DATUM: RM23 DESCRIBED AS THE U.S. ARMY CORPS or ENGINEER'S BENCH MARK COMPRISING A RAILROAD SPIKE IN THE LAST POWER POLE ON THE NORTH SIDE OF COUNTY ROAD 100, APPROXIMATELY 2 MILES EAST OF CARBCNDALE; 827 FEET WEST OF THE DENVER AND WESTERN RAILROAD MILE POST 376 AND 110 FEET NORTH OF THE MAIN TRACK CENTERLINE. THE FEMA ELEVATION FOR THIS BENCHMARK IS 6220.54, ASPEN EQUESTRIAN'S DATUM FOR THIS BENCHMARK IS 6219.60'. THERE IS AN ONSITE BENCHMARK ON THE REBAR AND CAP L.S. #10732 AT THE NORTHEAST CORNER OF THE SUBDIVISION, ELEVATION EQUALS 8280.84'. 10.) HOLY CROSS BLANKET EASEMENT FOR ALL EXISTING LINES AND LINES UNDER CONSTRUCTION AS OF JULY 17, 1972 PER 000K 433 PAGE 111. 11.) ALL ROADS SHOWN WITHIN THE PROPERTY DEDICATED BY THIS PLAT SHALL BE PRIVATE. 12.) NO BELOW GRADE LIVING SPACES SHALL BE PERMITTED. 13.) ANY HOME 3.500 SQUARE FEET OR LARGER SHALL BE REQUIRED TO HAVE A SPRINKLER SPRINKLERS SHALL 8E INSTALLED IN ACCORDANCE WITH NEPA 13 D. SYSTEM. 14.) THE LAND USE SUMMARY 19 AS FOLLOWS: EXISTING ZONING AND PROPOSED ZONING 15 PLANNED UNIT DEVELOPMENT TOTAL DEVELOPMENT AREA: 57.890 ACRES TOTAL NUMBER Of LOTS PROPOSED; 48 TOTAL MA,BER OF DWELLING UNITS PROPOSED: 50 TOTAL AREA OF EXISTING NONRESIDENTIAL FLOOR SPACE: 49.270 S.F. TOTAL YUMBER Of INDIVIDUAL DWELLING UNITS PROPOSED FOR EACH LOT: 1 RESIDENTIAL UNIT ON EACH LOT 3 RESIDENTIAL DWELLING UNITS ON THE EQUESTRIAN LOT TOTAL 'LUMBER OF OFF-STREET PARKING SPACES: 322 TOTAL GROSS DENSITY PROPOSED. NUMBER OF DWELLING UNITS AS A RATIO TO THE TOTAL DEVELOPMENT AREA: 50/57.890= 0.86 15.) ASPEN EQUESTRIAN ESTATES, L.L.C. OWNS ALL OF THE PROPERTY'S MINERAL RIGHTS SUBJECT TO THE STANDARD U.S. PATENT RESERVATIONS OF 1895. 16.) ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNERS PROPERTY BOUNDARIES. WORKERS SHALL NOT BE PERMITTED TO TO BRING DOGS TO THE CONSTRUCTION SITE, 17.) MOTE/TEAL HOMEOWNERS woo BE AMORE THAT THE BUILDING SITES CANNOT BE CONSIDERED TOTALLY SINKHOLE RISK FREE SINCE THE EAGLE VALLEY EVAPORATE IS PRESENT IN THE SUBSURFACE. THE POTENT1AU PRESENCE OF SUBSURFACE VOIDS SHOULD BE CONSIDERED WHEN PLANNING SITE SPECIFIC FOUNDATION STUDIES. 18.) NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE (I) NEW SOLID -FUEL BIa4ING STOWS AS DEFINED BY C.R.S. 25-7-401, ET, SED., AND TUE REGULATIONS PROMULGATED THEREUNDER. WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER Of NATURAL CAS BURNING STOVES AND APPLIANCES. 19,) ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL BE DIRECTED !HOARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS NAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 20.) DITCh OWNERS HOLD A RIGHT-OF-WAY EASEMENT IN ORDER TO MAINTAIN THE IRRIGATION SYSTEM. HEW LANDOWNERS SHOULD BE AWARE THAT DITCH CLEANING AND WORK MAY OCCUR IN THE YARDS OF HOMEOWNERS. 21.) COLORADO IS A 'R1CNT-TO-IASL" STATE PURSUANT TO C.R.S. 35-3-101. EI SEO. LAN)OMMNEfS. RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES. SIGHTS, SOUNDS AND SMELLS OF GARFIE_D OOUNTY'S AGRICULTURAL OPERATIONS A$ A NORMAL AND NECESSARY ASPECT Of LIVING IN A COUNTY WITH STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR. LIGHTS, MUD, DUST, SMOKE CHEI4ICALS, MACHINERY ON PUBINC ROADS. LIVESTOCK ON PUBLIC ROADS. STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF GNOMICAL FERTILIZERS. SOIL AMENDMENTS, HERBICIDES. AND PESTICIDES. ANY ONE OR MORE Of WHICH MAY NATURALLY OCCUR AS A PART OF A LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS. 22.) ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE Of FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK ANO PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A 000D INTRODUCTORY SOURCE FOR SUCH INFORMATION IS 'A GUIDE TO RURAL LIVING k SMALL SCALE AGRICULTURE' PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 23.) THE LANDSCAPED AREA TO BE IRRIGATED BY THE POTABLE WATER SYSTEM SHALL BE LIMITED TO 2,500 SQUARE FEET. 24.) ALL DISTURBED AREAS ARE TO BE SEED MULCHED AS SOON AS POSSIBLE AFTER CONSTRUCTION. A SILT FENCE SHALL BE uSED AT THE WETLAND EDGE TO PREVENT EROSION AND SEDIMENTATION FROM IMPACTING THE BLUE CREEK WETLAND / RIPARIAN AREA. 25.) HAY BALES SHALL 8E INSTALLED WTHIN ORAIMNAOE HITCHES TO REDUCE SEDIMENT FROM ENTERING ENVIRONMENTALLY SOWN( AREAS DURING CONSTRUCTION. 26.) HEAVY EQUIPMENT SHALL NOT ENTER THE YIETLAND AREA AND CONSTRUCTION MATERIALS SHALL NOT BE PLACED OR STOCKPILED IN THE WETLAND AREA. 27.) APPROvAL OF THIS PLAN SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE 68 OF TITLE 24, C.R.S., AS AMENDED. 28.) UTILITY AND IRRIGATION EASEMENTS RESERVED. DECLARANT HEREBY RESERVES TO ITSELF. ITS SUCCESSORS AND ASSIGNS, PERPETUAL EASEMENTS TEN FEET IN WIDTH: 1) ON EACH SIDE OF THE BOUNDARY LINE ALONG THE ENTIRE PERIMETER OF EACH LOT AND THE SUBDIVISION COMMON AREA/OPEN SPACE AND WITHIN ALL OTHER EASEMENTS DESCRIBED ON THE PLAT, FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, OPERATING. REPLACING, ENLARGING, AND REPAIRING ELECTRIC, TELEPHONE. WATER, IRRIGATION. SEINER. CAS, AND SIMILAR LINES, PIPES. WIRES, CONDui TS, DITCHES, FENCES AND WITHIN THE SUBDIVISION COMMON AREA/OPEN SPACE, TRAILS FOR NON-MOTORIzEO RECREATIONAL PRESS AND EQUESTRIAN RIDING TRAILS. THE PRECISE LOCATION OF SAID EASEMENTS SHALL BE IDENTIFIED IN A RECORDED DOCUMENT AFTER THE ESTABLISHMENT OF ANY SUCH FACILITIES OR TRAILS. 29.) IRRIGATION EASEMENTS RESERVATION. DECLARANT HEREBY RESERVES TO ITSELF, ITS SUCCESSORS AND ASSIGNS, PERPETUAL EASEMENTS ACROSS ALL Of THE LANDS 1N TM SUBDIVISION COMMON AREA/OPEN SPACE ALONG THE LINE OF ALL DOMESTIC WATER LINES AND IRRIGATION DITCHES AND LATERALS PRESENTLY IN EXISTENCE OR HEREAFTER ESTABLISHED FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING. RELOCATING. REPLACING AND OPERATING WATER SUPPLY SYSTEMS OR IRRIGATION DITCHES AND LATERALS AND OPERATE OTHER IRRIGATION SYSTEMS INCLUDING WITHOUT LIMITATION, SPRINKLER£D IRRIGATION SYSTEMS, ALL FOR THE PROPER IRRIGATION OF ALL MEADOW LANDS OR HAY OR EQUESTRIAN FIELDS IN AND ADJOINING THE DEVELOPMENT OR LOCATED ON ANY TRACTS THEREIN AND THE RIGHT 70 IRRIGATE ALL MEADOW LANDS WITHIN THE SUBDIVISION COMMON AREA/OPEN SPACE AT ALL REASONABLE TIMES. TO BUILD AND MAINTAIN FENCES AND DITCHES AND RELOCATE THE SAME FROM TINE TO TIME AND TO GO ON THE SU801 v 1 S I ON 001404 AREAloPEN SPACE FOR THE PURPOSE Of CARRYING ON SUCH ACTIVITIES AND IRRIGATING SUCH MEADOW LADS OR HAY FIELDS SO AS TO PRESERVE AND MAINTAIN THEIR NATURAL BEAUTY AND TO PRESERVE THE WATER RIGHTS ASSOCIATED THEREWITH. 30.) EASEMENTS FOR ROADS, DECLARANT HEREBY RESERVES TO ITSELF, ITS SUCCESSORS AND ASSIGNS PERPETUAL EASEMENTS ACROSS ALL ROADS WITHIN TIIC DCVCLOPMCNT DIVING ACCESS TO THE LOTS AND THE SUBDIviSioN 00404 AREA/OPEN SPACE AS SHOWN ON THE PLAT OR AS MAY HEREAFTER BE ESTABLISHED, TOGETHER WITH THE RIGHT Of THE DECLARANT TO PERMIT THE USE Of SAID EASEMENTS 8Y THE OWNER OF THE EQUESTRIAN LOT FOR PURPOSES OF ACCESS. INGRESS. EGRESS AND THE PLACEMENT Of UTILITIES. 31.) DECLARANT HEREBY DEDICATES AND CONVEYS TO THE ASPEN EQUESTRIAN ESTATES H4OAEOWCRS ASSOCIATION, INC„, A PERPETUAL MONS -EXCLUSIVE EASEMENT FOR FACILITIES AND EQU I IPMENT NECESSARY TO PROVIDE A POTABLE WATER SYSTEM TO THE REAL PROPERTY SHOWN ON THIS PLAT, INCLUDING ALL OF THE RESIDENTIAL LOTS. THE SUBDIVISION CCM10N AREA/OPEN SPACE MEAS AND MENITIES WHICH MAY BE CONSTRUCTED WITHIN THE SUBDIVISION COMMON AREA/OPEN SPACE, AND THE EQUESTRIAN LOT. SA10 EASEILHT iS LOCATED ON THE EQUESTRIAN LOT IN THE LOCATION SHUN ON THIS PLAT. FI\AL PLAT ASPEN EQUESTRIAN ESTATES SUBI)IVISIOX SITUATED WITHIN SECTION 31, TOWNSHIP 7 S., RANG -11, 87 W., OF THE 6TH ✓, ;.1. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 3 GLEN 15 IN SUBJ PRO SPR;A/GS 2 ROARING ilESW RIVER VICINITY MAP SCALE: 1' . 2000' .ATTORNEY'S CERTIFICATE 1. HERBERT S. KLEIN, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SLBOIVISION REGULATIONS OF 1984 A10 THAT ALL DEDICATIONS 70 THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS AND ENCUMBRANCES OF RECORD EXCEPT: THE DEEDS OF TRUST REFERRED TO ON THIS PLAT MAP, PATENT RESERVATIONS AND RIGHTS OF WAY FOR DITCHES OR CANALS RECORDED IN BOCK 71, PAGE 803, BOON( 12. PAGE 223, BOOK 12, PAGE 368; EASEMENTS AND RIGHTS OF WAY RECORDED IN BOOK 337, PAGE 230, BOOK 793, PAGE 891, BOOK 806, PAGE 23; EASEMENTS AND RIGHTS OF WAY RECORDED IN BOCK 433, PACE 111 AND IN BOOK 656, PAGE 856; RESTRICTIVE COVE14ANTS RECORDED IN 8001( 401, PAGE 28: RESTRICTIVE COVENANTS RECORDED IN 800K 725. PACE 792; PROVISIONS OF AGREEMENT. EASEMENT GRANT AND MUTUAL RELEASE RECORDED IN BOCK 697. PAGE 618; CONDITIONS OF WARRANTY DEED RECORDED IN BOOK 856, PAGE 143; AGREEMENT RECORDED IN BOOK 957, PAGE 131; GARFIELD COUNTY RESOLUTIONS AFFECTING THE PROPERTY SHOWN ON THIS PLAT: WATER ALLOTMENT CONTRACT MEMORANDUM RECORDED IN 800K 1088, PAGE 800; WATER ALLOTMENT CONTRACT MEMORANDUM RECORDED IN 900K 1083, PAGE 131; ALL OF THE FOREGOING IN THE RECORDS Of THE CLERK AND RECORDS OF GARFIELD COAMTY, COLORADO HERBERT S. KLEIN -0,44) DATE --QQNSOU-SE-MatIgattallf.B THE UNDERSIGNED, AS MORTGAGEE UNDER THE PROVISIONS OF THE CERTAIN DEED OF TRUST DATED -MIN ZO99 IWAND RECORDED IN THE RECORDS Of THE CLERK AND RECORDED. OF GARFIELDCOUNTY IN BOOK_LL,1.._ AT PAGE '#39 RECEPTION N0. 5492T0 HEREBY CONSENTS TO THE RECORDING OF THIS PLAT AS HEREON DRAWN AND HEREBY SUBORDINATES THE LIEN Of SAID DEED OF TRUST TO THE MATTER SET FORTH ON T'iS PLAT. ALPIN BY• r' T I E 5ea jor VP STATE OF COLORADO COUNTY Of GARFIELD )) _ w IBEO AND SWOIC4 TO BEFORE ME THIS !S_ DAY OF OF /f +. 2000 By lei CJJo r 5 AS for Y[(N_9rcs,4 o f OF ALPINE BAA(. MY COMMISSION EXPIRES; sS N OFFICIAL SEAL NOTAR PtIRI 1 _SENT OF ADOITI IMORTGAL€ HOLDER THE MORTGAGEE U GER THE DEED OF TRUST RECORDED AT BOOK 1141, PAGE 446, RECEPTION N0. 549271, OF THE RECORDS OF GARFIELD COUNTY, COLORADO, HAS CONSVAL CC THE A EQUESTRIAN 2000EMSOIOCRNp/P.U.D.ED TO THIS PIN BBYSEEPARATE INLAT AND THE STRUMENT ENT DATAT TEDE 494/ ter RECEPTION NO a44/579 9� T TLE EXAMINER'S CERTIFICATE %avld E.G_rris _,"PRESIDENT OF LAND TITLE GJARANT'E4.COMPANY DO HEREBY CERTIFY THAT 1 HAVE CAUSED AN EXAMINATICN TO BE mAGE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT EXAMINATION, ASPEN EQUESTRIAN ESTATES, LLC, A COLORADO LIMITED LIABILITY OOPANY. IS THE FEE SIMPLE OWER OF THE REAL PROPERTY HEREIN DESCRIBED AND EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES OF RECORD. OS//L /DD DATED: STATE OF COLORADO COUNTY OF LANDTITLEGUARAHTe PANY BY: .IJLir� r•44------ VICLPR£S I DENT SS. /e4 DAY OF THE F_()RECOING INSTRUME0NT 011.ASS Ytu.ITpAWI`OG£0 ,9EY ME THIS2ME NECEPRESIDENT Of LAN° TITLE GUARANTLLCOU.PPAANNYYHq E5. -NA WITNESS MY HAND AND OFFICIAL SEAL: MY COMMISSION EXPIRES: LJ'iZ/>,►VOL�'_� NOTARY PPUBBLICC eaOCNwTCCI4eSAIE TmS PLAT, APPROvED BY THE BOARD MM COUNTY COONERS Of GARFIELD COUNTY, COLORADO THUS DAY OF _ A.0. 2:0211- FOR FILING sem THE CLERK AND RECORDER GARFEI.D COUNTY AND FOR CONVEYANCE 70 THE COUNTY OF THE PUBLIC DEDICATORS SHORN HEREON; SUBJECT TO THE PRONSION THAT APPROVAL W NO WAY OBLIGATES GARFIELD COUNTY FOR THE FENANONG OR CCNSTRUCRNG OF IWPRO'EM£NTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS MND FURTHER THAT SAD APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION. REPAIR OR MANTENANCE OF PUBLIC Fi(,CHNWAY5. OUHTY cOMM5510NERs C , T , COLORADO 1 4O9.0/1; Br. t • cH fs ,) THR)� .MEAL I TTEST: � n RQO 0 COUNTY CLERK SURVEYOR'S CERTETCATE ELLEN M. LIPSCOMB NOTARY PUBLIC STATE Of COLORADO My ConwMMan INNS N 09/2112002 L FRANK 1V. HARM:NGTCN, DO HEREBY STATE THAT I AMM A REGISTERED LAPD SUR4EYCR LICENSED UNDER THE LAWS OF THE STATE Of COLORADO. THAT THIS PLAT ISA TRUE, CORRECT AND COP,Pt IE PUT 0f THE ASPEN EOU£STRIAN ESTATES SU801VISNON P,U.D., AS LAID OUT PLATTED, DEDICATED AND SHOWN HEREON, m AT SUCH PLAT WAS MADE FROM MN ACCURATE SURREY OF SND PROPERTY 8Y MME AND UNDER MY SUPERMS0N ANU CORRECTLY SH10Yd 111E LOCAnON AND O1MEN31ons Of THE LOTS. EASEMENTS AND STREETS OF SAO SUB01w,S10N AS mf SAME ARE STAKED UPON mE GROUND W COMPUANCE PATH APPLICABLE REGULATK*9S GOVERNING THE SUBDIVISION Of LAND AND THAT IT COMPLIES MTH C.R.S. 38-313-209. 1pylppltyN/p p'r 'NN'�,A00 RES/81,4 AND SEAL THIS _ 1 .�r.:. i :F9 `�, a����. a�l.,�oa 1 INWItN SS WHEREOF 1 HAVE SET MY HAND Df _ ` _____� A.D. 200.SI___. • FRANK. W. HARRNCTGN. L.S. :� Q. F - �P'� 19598 �.O` ''rP..A- �4.a 'FAIL iarii` �BIOt181RW1WRTP PLAT WAS APPROACD .Y E _ CAPFIELD COUNTY PLANNING CMAASSION DAV OF APPRORED FOR CONTENT ANO FORM CALCULAK)NS OR DRAFTING. PUR 102 (REMSED). HIGH COUNTRY ENGIX EERING, INC. HOWL ACCOIa C 10 COIFRA O LAW YOU MUST C0WEACE Mfr LEGAL AC1fl MASER UPCN ANY DEFECT el DES *A4 €Y Milo{ NOW WASS AFIER YOU (NEST DFSW44A SUCH DEFECT. N NO TVERT unY ANY ACM.: RASED L1'M ANY DETECT 1, T1M5 SURVEY OE *OK MAV T h 'MAPS rACN eK OAF( of CLRrtrCA'CN 910*M INACOf. CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81601 (870) 945^' 8676 AND NOT THE ACCURACY OF SURREYS, TO C.R.S. 1973, 38-51-101 AND GERTIFLCATE OF DEDICATION AND ($ ERSHIP KNOW ALL MEN BY THESE PRESENTS THAT ASPEN EQUESTRIAN ESTATES, LLC, (DECLARANT) A COLORADO LIMITED LIABILITY COMPANY, WHOSE ADS IS PO 90X 4788, ASPEN, COLORADO 816)2. EW INC THE SERF (XYrFR 1N FFF SIMPIF OF ALL OF THAT REAL PROPERTY DESCRIBED HEREIN, CCNTAINING 57.890 ACRES, MORE OR LESS. SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN A PORTION OF LOTS 3, 4, 6, 17, 18, AND 19 OF SECTION 31 TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL NER;OIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLO#S: COMMENCING AT THE WITNESS CORNER TO THE NORTHEAST CORNER OF SA10 SECTION 31, A STONE IN PLACE, THENCE S 60'01.05' W 2350.39 FEET TO THE SOUTHEAST CORNER OF RECEPTION N0. 279416, ALSO BEING A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD N0. 100, A REBAR AND CAP L.S. NO 10732 IN PLACE, THE POINT Of BEGINNING; THENCE S'00 11'29' W ALONG SAID WESTERLY RIGHT-OF-WAY 827.14 FEET TO A REBAR AND CAP L.S. NO. 10732 IN PLACE (DESTROYED AND REPLACED 8Y /MBAR AND CAP L.S. N0. 19598); THENCE CONTINUING ALCNG SAID WESTERLY RIGHT-OF-WAY S'03 58'.29' W 117.74 FEET TO A REBAR AND CAP L.S. N0. 10732 IN PLACE: THENCE CONTINUING ALONG SAID WESTERLY RICHT-OF-WAY S'11 37'27' W 299.44 FEET TO A REBAR AND CAP L.S. N0. 19598 IN PLACE; THENCE LEAVINC SAID WESTERLY RIGHT-OF-WAY N'72 41'32' W ALONG A LINE BEING NORTHERLY OF BLUE CREEK 136.34 FEET TO A REBAR AND CAP L.S. NO. 19598 IN PLACE; THENCE CONTINUING ALONG A LINE BEING NORTHERLY OF SLUE CREEK N'77 44'52' w 317.09 FEET; THENCE CONTINUING ALONG A LINE BEING NORTHERLY OF BLUE CREEK N'52 48'48' W 375.98 FEET; THENCE CONTINUING ALONG A LINE BEING NORTHERLY OF BLUE CREEK N'41 30'29' w $9.74 FEET; THENCE CONTINUING ALONG A LINE BEING NORTHERLY OF BLUE CREEK N'81 01'17' w 285.92 FEET; THENCE N'13 12'20' E 120.00 FEET TO A POINT IN AN EXISTING FENCE; THENCE N'76 47'40' W ALONG SAID EXISTING FENCE 1038.73 FEET TO A POINT ON THE EASTERLY LINE OF PARCEL 'Be CF RECEPTION N0. 375658 (FROM WHENCE REBAR AND CAP L.S. N0. 10732 SEARS S'00'00'18' W 263.20 FEET): THENCE N'00•00'18' E ALO*U: SAID EASTERLY LINE 1013.81 FEET TO A POINT ON THE SOUTHERLY RICHT-OF-WAY OF COLORADO STATE HIGHWAY N0. 82 A5 EVIDENCED BY EXISTING RIGHT-OF-WAY MONUMENTS AND THE EXISTING CENTERLINE (WHENCE A REBAR AND CM L.S. N0. 3317 REARS S'DO'00'I8' W 3.99 FEET); THENCE S'79'56'55' E ALONG SAID SOUTHERLY RIGHT-OF-WAY 1982.77 FEET; THENCE S'10'30'88' w ALONG THE EASTERLY LINE OF SAKI, RECEPTION NO. 279416, 133.47 FEET TO A REBAR AND CAP L.S. NO. 10732 IN PLACE (DESTROYED AND REPLACED BY REBAR AND CAP L.S. N0, 19598); THENCE S'79'44'32' E ALONG THE SOUTHERLY LINE OF SAID RECEPTION N0. 279416, 247.29 FEET TO THE POINT Of BEGINNING; SAID PARCEL CONTAINING 57.890 ACRES, MORE OR LESS. TOGETHER WITH GRANTOR'S RIGHT, TITLE AND INTEREST IN AND TO A PERPETUAL EASEMENT COVERING THE REAL PROPERTY DESCRIBED BELOW (THE "EASEMENT PROPERTY') THE SOURCE OF SUCH PERPETUAL EASEMENT BEING SET FORTH IN THAT CERTAIN AGREEMENT, EASEMENT GRANT AND MUTUAL RELEASE RECORDED OCTOBER 22, 1986 IN BOOK 897 AT PAGE 816 UNDER RECEPTION NO. 375650, OF THE GARFIELD COUNTY CLERK AND RECORDER'S RECORDS. THE EASEMENT PROPERTY IS DESCRIBED AS FOLLOWS: A PERPETUAL EASEMENT BEING A PORTION OF PARCEL '8" SHOWN IN RECEPTION N0. 375858 SITUATED IN A PORTION OF LOT 17 OF SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF GARFIELD, STATE OF COLORADO; SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COB ENCINC AT THE WITNESS CORNER TO THE NORTHEAST CORNER OF SAID SECTION 31, A STONE IN PLACE; THENCE S'81'10'28' w 4267.59 FEET 10 A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF STATE HIGHWAY N0. 82, THE POINT OF BEGINNING; THENCE 3'00'00'18' W ALONG THE EASTERLY LINE OF SAID PARCEL '8' 1013.61 FEET TO A POINT ON AN EXISTING FENCE; THENCE N'76'47'40' W ALONG SAID FENCE 87.27 FEET TOA POINT ON THE WESTERLY LINE OF SAID PARCEL B': THENCE N'00'07'36 E ALONG SAID WESTERLY LINE 1009.48 FEET TO A POINT ON THE SOUTHERLY RICHT-OF-WAY OF SAID STATE HIGHWAY NO. 82: THENCE S•79'56'65' E ALCNC SAID SOUTHERLY R10HT-OF-WAY 64.35 FEET TO THE POINT OF BEGINNING: SAID EASEMENT CONTAINING 1.498 ACRES, MORE OR LESS. HAS BY THESE PRESENTS LAID OUT. PLATTED AND SUBDIVIDED THE SANE INTO OTS AND PARCELS AS SHOWN ON THIS PLAT, AND THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LA10 OUT AND SURVEYED AS ASPEN EQUESTRIAN ESTATES, A PLANNED UNIT DEVELOPMENT OF GARFIELD COUNTY, COLORADO. THAT SAID OWNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOMN ON THE ACCOMPANYING PLAT TO THE USE OF THE PISIL IC rOREVER, AND HEREBY DEDICATE TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES, INCLUDING 3UT NOT LIMITED TO ELECTRIC LINES, GAS LINES, TELEPHONE LINES; TOGETHER WITH THE RICHT TO TRIM INTERFERING TREES AND BRUSH; WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE Of SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER, THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. IN WITNESS HEREOF SAW AS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS /2_. DAY OF A.D., 2000. ASPEN EQUESTRIAN ESTATES, LLC A COIOR(inaJ_JiL 4jD L 1 A81 L I TY COMPANY Y N. 1EINBERG, MAN R STATE OF RFnr1,t.4L>b ) COUNTY Of P?e_MI )SS THE FOREGOING DEDICATION DAY OF MAY. 2000, BY JAY EQUESTRIAN ESTATES, LLC, WAS ACKNOALEOGED AND SIGNED BEFORE ME THIS N. WEINBERG, ACTING IN HIS CAPACITY AS MANAGER OF ASN A COLORADO LIMITED LIABILITY COMPANY. THE F OOINC DEDICATION WAS AGWIT,ESA.D., ONOM.COCED BEFORE ME THIS h2,/4001,„ DAY OF 200/1 IAT COMM ION EXPIRES. 03 03/EN, . u AND SEAL NOTARY 'D:LIC CLESKAND-REMEREELSZEUEUME THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND REORDER OF GAPfiELQ ;{NTY, COLORADO, T _L--- O'CLOCK PE_N., ON THE 4_— DAY OF �UN 200Q__ AND 15 No. RE,EQRDEE a PAGE ___, A5 IRECEP RON 30. e- Po 94Pswb', 9-.i ATTEST: LIEN(e .f 4L Let -CV7dra BY: OE'. Y G.001 EQUESTRIAN WAY S6248'46"E EDGE OF ROAD LOT B6 J -BOXES (4) TO BE WIRED TO GARAGE SUB PANEL ENLARGED SITE PLAN m w w t� PROPERTY LINE W En N N N z 15'-0" PARKING SPOT, TYP. I I l 11 DRIVEWAY (NI 1 I APN: 2391-312-17-005 1 0.328 ACRES/14,299 SF P3 ' P4 L SIDE YARD SETBACK V /\\� PROPERTY LINE STANDING SEAM METAL ROOF GARAGE (N) in CONCRETE DECK(N) DN FACTORY CONSTRUCTION BY BLU BUILDING ENVELOPE HOA APPROVED RAIL FENCING. MAX HEIGHT 4-87".> O Q SITE BUILT CONSTRUCTION BY G.C. LOT B5 1-1 DN I J T ENTRY (N) 0 M 3.5) 1/8" =11-0" 1 0 _ STANDING SF -.A( METAL ROOF PROPOSED RESIDENCE 1 I_ I BUILDING EMI/ELOPE PROPERTY LINE I; I STANDING SEAM METALOOF: If \- FA TORY C STRUCTION BY BLU 2.3 N6248'46"W 110.00' 1 N O 0 15'-0" SIDE YARD SETB CONCRETE DECK (N) ft: 1� ��W J LOT B4 h&c) 0 0 eCss F N PN iu 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING, DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT, IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE ENLARGED SITE PLAN DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-42012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 1/16" = 1'-0" SCALE AT 22X34: 1/8" = 1'-0" SHEET NUMBER AS.002 4X6 POST PER SSD 6X8 POST PER SSD \ \ 0 r 2' - 61/4" - 4X6 K POST, 2-2X6 TRIM PER SSD 0 r 0 r HB \ \ M r 1' - 0'1 31' - 4" 6X12 POST. S-ABU66. SEE SSD FOR ADDITIONAL INFO 2' -: 6 1/4" 2-2X6 TRIM PER SSD it G. • • 11 i • • • • • • • • • • • • • • A MON SZ • R. D30 T.O. SLAB +1000'-1" cir Wy4WyktWIVAWWMU. / GARAGE 1/8" : 12" SLOPE 58.59 6/-64 7/,7 3'-3" Q 5'-5" C- 12'-21/2" r 09 - 1.4 0.4.- _• r 4 S.503 4X6 POST PER SSD DN 6X8 POST PER SSD 2 s 6•A11 • • • • • • .• 17.4 • 11S...uu T.O. SLAB +1000'-3 1/2" .to • I I ':A= VA'::..', ,v; . ' =.7N M'MW `4VNAV' • K. 1 a � ID26 /fiWD FLR7 ■ Q't EQ t-2111i0i7A11 ��II h'JAJi119i�111 o HOCKEY STORAGE +1000-3" 6'-91/2" 029 s 4X6 POST PER SSD IillksWeVi 4X8 POST'-- PER SSD S i iii di 19•iiA Itilre1 •NAV I rei AVM 5V ?iMgt' AOi'Ji', iWJii11Ii* 984'1_1 AV I _ FUTU E OUTDOO - 9" KITC gN , OPGIJ OFLOOR PLAN 1/4" = 1'-0" 3 S.50 1 S.401 CONCRETE DECK +1000' - 7" (COLOR & FINISH TBD BY OWNER) SIM d ' 00 zo o+ 1 ENTRY' '• F.F.E. _• +1001'-7" •11'-81/2"• 1 1 1 ON 4J MECH. TYP. GATE IN FENCE AS.201 ENTRY \ CONCRETE DECK +1001'-6 3/8" I_ O c0 --_ - - --1 0 "NOTE: 1. SEE EXTERIOR ELEVATIONS FOR EXTERIOR DOOR & WINDOW TAGS. 2. INTERIOR DIMENSIONS ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING REQUIREMENTS. 3. ALL SITE BUILT DIMENSION STRINGS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED. 0 0 0 • -t PANTRY STUDY s 3' - 3 1/2" 12'-2" CONCRETE FLOOR FINISH & COLOR TBD BY OWNER KITCHEN 1 r DINING SHELVING. OPGI FACTORY BUILT MODULE: SEE APPROVED STATE SUBMITTAL DRAWINGS FOR DETAILS .. P F.F.E. = +1001'-7" f - CUSTOM A.V. CABINET, OPGI LIVING AS.202 38' - 2" W/D CLOSET CABINETRY, BPGI d•5 4✓ CLOSET HALL MASTER BEDROOM ALL SCONCES & BATH ACCESSORIES, OPGI BEDROOM 2 1 1 DN HOSE BIB 3'-31/2" +1001'-1" CONCRETE DECK +1000'-7" (COLOR AND FINISH TBD BY OWNER) +1001-1" a 1 N 5.59 • 12'-0" HOSE BIB C C3J 79'- 6 1/2" 2.3 c-. rTh A6 AS.201 PN bi u 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT, IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale. CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE FLOOR PLAN DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL —1-12012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17- 1/8" = 11-0" SCALE AT 22X34: 1/4" = 11-0" SHEET NUMBER AS.111 25'-10" GUTTER & DS. TYP.. MATERIAL & COLOR TO MATCH ROOF, GPGI N m CONCRETE DECK BELOW. BY GC - - 0" L N LINE OF BUILDING BELOW J1 3:12 SLOPE DS BELOW GARAGE RAKE --7 DN STANDING SEAM METAL ROOF TO MATCH HOUSE. COLOR: DARK BRONZE. GPGI 51/2:12 SLOPE SITE BUILT ROOF, DESIGN BY BLU. GPGI I DS, MATERIAL & COLOR TO MATCH ROOF, GPGI I BLU TO INSTALL SIP ROOF PANEL & APPLY ROOF UNDERLAYMENT BEFORE HP ROOF FRAMING BY GC I O ROOF FRAMING DIAGRAM GUTTER. MATERIAL & COLOR TO MATCH ROOF. GPGI DS, MATERIAL & COLOR TO MATCH ROOF. GPGI STANDING SEAM METAL ROOF. COLOR: DARK BRONZE. BPBI s J7 5:12 GUTTER. MATERIAL & COLOR TO MATCH ROOF. GPGI STANDING SEAM METAL ROOF TO MATCH HOUSE, COLOR: DARK BRONZE. GPGI KITCHEN HOOD EXHAUST. CAP. BY GC 1O ROOF PLAN 1/4" = 1'-0" 0 3:12 SLOPE - M SLOPE 5:12 SLOPE 3-1 SLOPE • SITE INSTALLED < \',. METAL ROOFING \ ON 1 VALLEY FLASHING COLOR TO MATCH STANDING SAME ROOF. VENT THROUGH ROOF - LINE OF BUILDING BELOW BLU INSTALLED METAL ROOFING 1 10 - SLOPE FACTORY BUILT MODULE: SI3E APPROVED STATE SUBMITTAL DRAWINGS FOR DETAILS br 0 --r 4-1/ : 12 SLOPE VENT THROUGH ROOF 1 1 1 1 L 1 1 1 1 1 DN \ L DN DS. MATERIAL & COLOR TO MATCH ROOF. GPGI 4 3.5 OUTLINE OF BUILDING BELOW (2.6 GUTTER. MATERIAL & COLOR TO MATCH ROOF, GPGI CHIMNEY WITH SPARK ARRESTOR 2 DS. MATERIAL & COLOR TO MATCH ROOF. GPGI B CONCR-ETEDECK BELOW A.6 blu 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT. IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance — DRAWING TITLE ROOF PLAN DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-/2012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 /� 1/8„ = 1'-0„ SCALE AT 22X34 1/4" =11-0" SHEET NUMBER AS.131 T.O. ROOF 1019'-4" CHIMNEY DOOR TRIM - WIDE CEDAR. CUSTOM (BY BLU) GUTTERS AND DOWNSPOUTS. PAINTED TO MATCH. GPGI SITE BUILT CONCRETE DECK (BY G.C.) T.O. FINISH FLOOR 1001'-7" duk T.O. DECK ILI 1000' - 7 1/8" O EAST ELEVATION 1/4" =11-0" T.O. ROOF 4" 12 41/2 r- - STANDING SEAM METAL ROOF. COLOR: DARK BRONZE (BY BLU) I -L FACTORY BUILT MODULE: SEF APPROVED STATE SUBMITTAL - DRAWINGS FOR DETAILS SITE BUILT ENTRY CANOPY. GPGI STANDING SEAM METAL ROOF PAINTED TO MATCH HOUSE, COLOR: DARK BRONZE. GPGI 12 I3 1 1 1 1 W48 W48 m III III -III -III II T ll11111III HOSE BIB IIIII i I I� 11 11111 III -III -I EXTERIOR WATERPROOF OUTLET Bill iii 11i� III III 111 HOSE BIB - STANDING SEAM METAL ROOF. COLOR: DARK BRONZE (BY BLUI WINDOWS CHANGED. C13 GUTTERS AND DOWNSPOUTS. PAINTED TO MATCH (BY BLU) WESTERN RED CEDAR SIDING. 6-3/4" REVEAL, STK. NATURAL CEDAR. CLEAR SEAL (BY BLU) T.O. FINISH FLOOR 1001' - 7" T.O. DECK MU 1000'-71/8" O NORTH ELEVATION 1 1/4" = 1'-0" SEE if 4.0 FOR CLERESTORY WINDOW CALLOUTS Asa, -a a a SS. - SS MEW Saa j I! 2.6j 1—�I11i111�1 I _ II —II 11IIII 11I -..!II 111 III I I I—III—I I IIII I— I — 1 1 1II=111 III II NOTE: SEE SHEET A6.1 FOR DOOR & WINDOW SCHEDULE SITE BUILT GARAGE BEYOND, GPGI CEDAR SIDING AND TRIM. BPGI EXTERIOR WATERPROOF OUTLET. GPGI GUTTERS & DOWNSPOUTS, GPGI SITE BUILT ENTRY DECK, GPGI Sea SITE BUILT ENTRY CANOPY (BY G.C.) -1 L tIt e t r -IIIb FACTORY BUILT MODULE: SEE APPROVED STATE SUBMITTAL DRAWINGS FOR DETAILS' —II III =III -—IIIIII FROSTED GLASS FOR PRIVACY STANDING SEAM METAL ROOF PAINTED TO MATCH HOUSE. COLOR: DARK BRONZE, GPGI I I I1 I I1 I I—III— IIII I-1—III I I � � III III III III�I'll III III III III III HOSE BIB III I I—III=1 I I=1 11= III -111=1 I-111-111 1-1 I I -III -III -III EXTERIOR WATERPROOF OUTLE1 • • I � 1� 1 11 111 11 IIIA IIIIIIII IIII �Illilillllllll III CONCRETE LANDING (BY G.C.) FRONT DOOR. BPGI. FROSTED GLASS FOR PRIVACY SITE BUILT GARAGE. GPGI EXTERIOR LIGHT FIXTURE. TYP. OPGI CEDAR SIDING AND TRIM TO MATCH FACTORY BUILT HOUSE, BPGI GARAGE DOOR. GPGI - - DOOR TRIM - WIDE CEDAR, CUSTOM T.O. CURB I I I I�1 1111 11 1= 111 11IIII11 11 1I1 III -III -III -III -III SINGLE CAR GARAGE DOORS (2) 1000'-9" 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.647.4484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT. IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE ELEVATIONS - NORTH & EAST DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-/2012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17 - 1/8" 1X171/8" = 1'-0" SCALE AT 22X34: 1/4" = 1'-0" SHEET NUMBER AS.201 HOSE BIB T.O. ROOF 1019' - 4" GUTTERS AND DOWNSPOUTS, PAINTED TO MATCH. GPGI EXTERIOR WATERPROOF OUTLET D) 12 STANDING SEAM METAL ROOF PAINTED TO MATCH HOUSE, COLOR: DARK BRONZE. GPGI HOCKEY STORAGE EXHAUST VENT SITE BUILT GARAGE (BY GC) - CHIMNEY (BY BLU) G.C. TO INSTALL ALL THIS SIDING W48 W48 T.O. GARAGE SLAB 1000' 2 WEST ELEVATION II 11 I I IIIII IIII I 1=1 III -III III II 1/4" = 1'-0" C4D SITE BUILT GARAGE, GPGI STANDING SEAM METAL ROOF PAINTED TO MATCH HOUSE. COLOR: DARK BRONZE. GPGI r 1 1 1 FROSTED GLASS FOR PRIVACY AC CONDENSER - TEMP. TEMP FACTORY BUILT MODULE: SEE APPROVED STATE SUBMITTAL DRAWINGS FOR DETAILS r_ -..BOILER EXHAUST._ - EXT. LIGHT_. HRV EXHAUST H —,rt 1 1-111 :III III ELECTRIC METER GAS METER 2 HRV INTAKE II 111��1� � I I-1111.1-1111111111111111111 .II111III111I1 II... SAME PLANE 11111 IIII III III III 1 , I III NOTE: SEE SHEET A6.1 FOR DOOR & WINDOW SCHEDULE STANDING SEAM METAL ROOF, COLOR: DARK BRONZE (BY BLU) WESTERN RED CEDAR SIDING. 6-3/4" REVEAL, STK, NATURAL CEDAR. CLEAR SEAL (BY BLU) GUTTERS AND DOWNSPOUTS. PAINTED TO MATCH. GPGI DOOR TRIM - WIDE CEDAR. CUSTOM (BY BLU) SITE BUILT CONCRETE DECK (BY G.C.) 2 T.O. FINISH FLOOR 1001' - 7" W I II -NI III I 1=1 11 III -1 11- 11= I IIII 111=111 --- CHIMNEY ,-- STANDIN SEAM METAL ROOF. COLOR: ARK BRONZE (BY BLU) - FACTORY BUILT MODULE: SEE APPROVED STATE SUBMITTAL DRAWINGS FOR DETAILS I 1 T.O. ROOF A... 1019'-4" V 4 - 6 - I -IIII I I III IIIIIII11 1., SOUTH ELEVATION 1/4 = 1 0 IIIIIIIII IIIIII-I I IIII i I; I I -III -I 111I11I I I -III 111 111,111 / I I I� III -III III -III -III -111 1 GUTTERS AND DOWNSPOUTS. PAINTED TO MATCH, GPGI ■ ■ NIS Mill NMI■ ■■ NN -r n flala - - -i -SS la -i a- _-_ i -i OS ii/ -i -i' -i I-111-111-III=1 I III III=1I1=11 I litt rmaranarpoi 2'X3' INSULATED ACCESS HATCH. GPGI I1III I �i i t -III► 1= =1111= � I I=1 I1 I I III IIIA I -III -III -I 1 I I - HOSE BIB 1 11=1 11=1 I i III 111 1 1 ENLARGED WINDOWS TO MATCH DOOR BELOW WESTERN RED CEDAR SIDING, 6.314" REVEAL. STK, NATURAL CEDAR. CLEAR SEAL (BY BLU) WINDOW AND DOOR TRIM - WIDE CEDAR. CUSTOM 4 PANEL SLIDING DOOR (INSTEAD OF 2 PANEL SLIDING DOOR) SITE BUILT CONCRETE DECK (BY G.C.) illllllillliiiIII illl T.O.SUBFLOOR 1001' - 6 3/8" 760 MAIN ST. 3RD FLOOR WALTHAM, MA 02451 T: 617.517.6163 F: 781.6474484 www.bluhomes.com THIS DOCUMENT IS INTENDED FOR THE SINGULAR VIEW OF THE PARTY TO WHICH BLU HOMES HAS PRESENTED IT. ANY COPYING. DISTRIBUTION. OR OTHERWISE SHARING OF THE TEXT, IMAGES OR DATA THEREIN EXPRESSED OF THIS DOCUMENT IS A VIOLATION OF THE TERMS TO WHICH SAID PARTY HAS IMPLICITLY AGREED UPON BY ACCEPTING THIS DOCUMENT © ALL RIGHTS RESERVED Kroll Witt Residence 8 Equestrian Way Carbondale, CO 81623 APN: 2391-312-17-005 CLIENT CONTACT: Lisa Kroll Witt BLU MODEL Balance DRAWING TITLE ELEVATIONS - SOUTH & WEST DATE BY ISSUANCE DESCRIPTION 01/13/2012 CONTRACT DRAWINGS 02/01/2012 CONTRACT DRAWINGS - REV 1 03/19/2012 STATE SUBMITTAL -/-/2012 LOCAL SUBMITTAL DRAWN BY JL APPROVED BY JR SCALE AT 11X17: 1/8" = 1'-0" SCALE AT 22X34'. 1/4" = 1'-0" SHEET NUMBER AS.202