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APRIL 9, 2007
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NOTE: • Fxi"5`O �OM"„" EXTERIOR
THESE DRAWINGS REFLEGT NEW GONSTRULiION � ELEVATIONS
TYIN6 INTO EXISTING GONDITIONS. ALL DIMENSIONS. ' ' - - ' - - �
NOTES, MATERIAL SIZE$ AND RNISHES AND DETAILS � � -- �
OF GONSTRUGTION ARE i0 BE FIELD VERIFED. IN
ALL INSTANGES THE NEW GONSTRUGTION SHOULD
MATGH EXISTING GONDITIONS UNLE55 NpTED
OTHERWIS[ ANY ApJUSTMENiS MADE TO THE � SOUTHWEST
ORIGINAL DETAILS �N THE FIELD DURING THE �
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THESE DRAWIN65 REFLEGT NEW GONSTRUGTION 7"ING INTO
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SIZES AND FINISHES AND DETAILS OF GONSiRUGTION ARE TO �cr�nnin
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NOiED OTHERWISE. ANY ADJUSTMENTS MADE TO THE �
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,��-''� . ELEVATIONS
TYIIJ6INTOEXISTItJ6GONDITIpNS. ALLDIMEN510N5, ,- - - - - - - - - .- - - -. - - - . - - - - - - - - - - _ - - - - - - .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _,
NOTES, MATERIALSiZESAN� F�NISHESANDDETAILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - -
OF GOHSIRUGTtON ARE TO BE FIELO VERIFIE�. �N `E`�' `�� �KO"
ALL INS?ANGES THE NEW GONSTRUGTiON SFIOULD � F+x^-�
MATGH EX15TING GONDITIONS UNLESS NOTED
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THESE DRAWINGS REFLEGT NEW GONSTRUGTION TYING INTO
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GONSTRUGTION SHOULD AL50 BE MADE DURING NEW �� A� . I
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DOUGL4S MILlE0. DECNANT ANCHITECTS
SHF. PIIERD RFSOURCCS I JC / AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW . SRIARCHITECT . COM
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DATE ISSUE
06-26-06 FINAL PLAN REVIEW
07- 17-06 REVISED FINAL PLAN REVIEW
07-21 -06 B�D SET
OB-31 -06 BID SET
02-06-07 PERMIT
03-26-07 CONSTRUCTION
CONSTRUCTION
1785 SUNBURST DRIVE , VAIL
EAGLE COIJNTY, COLORADO MARCH 26, 2007
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CONSTRUCTION SET < - -� �_; �
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MARCH 26 2007 �, � ��
� APPROVED �����`� ,..�..�✓'���'
i' Community Developmeru Department ��� f-Q p RG�'`��
_� � ��_ �� � � —_ �i�OF, V� • Buflding Safety 2nd Inspection Services �
Section /65. 4
� �L�Z\ C�cL � o IntemaUonal BuIlding Coddintemation;l �c r ; r_i
Code Vafidiry cf permit The issuance w graMing of z ; -
r,(� (� �� C4CL_ not b� c_cct�uod ro be a permlt for, o� an approval ot, eny �. �. . .t —
any et t'�c rr��is�ons ot this code wof any other ordinanco c� t:i: pROJECT: 0534
Pe�, r Oi �r JudsEic::� � Pr. rmiis presuming to give authority to violato cr c�roci ihe
provi�i�� _ c t:�i;, ccda or other ordinances of the jurisdiction s`a" r,�l bo
valid �`.� i_ ���ce of a permit based on constructicn docu^er.t� and O LS O N
other c": _ : . 'i ;�.ct prevont the building official from requirinp L'-o
corre�'„ _ .i _ ' . :nr in tho construction documents and cthcr c�ta. The
buildir.� c';�;;._I I : �'�o cuthorized to prevent occupancy or we cf a R E C R EAT I O N
�� �,e �1NCtJ!C c'.�cra i � et this code or ot any other oMinances of
`��'� ifUS �UfiSd,'CiI0f1
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SUNBURST DRIWE
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DOUGlAS MILlE0. DECHANT ARCHITECTS
SHEPHE0. D RESOURCES INC / AIA
POST OfFICE BOX 1624
AVON COLORADO 81620
SYSTEM NOTES GENERAL NOTES PROJECT DIRECTORY T970 949 3302 F970 949 5121
WWW . SRIARCHITECT . COM ��
6ENERAL NOTE ARCHITECT
IN7ERIOR FLDOR SY5TEM5 LOGA710N INTERIOR GEILING SYSTEMS LOGA710N � . DISTRIBUTIONS OF THESE DRAWINGS 8Y THE GENERAL CONTRACTOR SH INCLUDE ADDITIONAL DOCUMENTS
WHERE AM' SYS7EM WirM WA7ERPIZOOF t-tEMBRANE ASSOCIATED WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT MANUAL, DOUGLAS MILIER DeCHANT ARCHITECTS
INTERSEGTS ANY OTFIER SYSTEM, WA7ERPROOF I FIA NOi USED TYPIGAL A7 LOWER LEVEL i Ci 5/H" 7YPE 'x' GWB ON FLOOR JOi575 OR NPiGAI A7 FLOOR FRP.MING AND SPECIFICATIONS. AND DETAIL MANUAL FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SH BE DISTRIBUTED Shepherd Resources, Inc / AIA
hiEMBRANE WILL GON71N1E 70 2'-6" A00VE GRADE 5�5pENpED FRAMING WITH R-19 BATT DROPPED GEILING WITH F1.00R WITHOUT THESE DRAWINGS. 37347 US Highway 6. Sui[e 102
OF2 ABOVE ITERSEGTION OF THE SYSTENS INSULATION BEtNEEN JO15T5 FRAMIN6 ABOVE, UNO PO Box 1624
NOTE: REFER TO THE PRO.EGT MANIAL, DETAIL 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD Of QUALITY. THE ARCHITECT Avon, CO 81620
i Cz 5/B" TfPE 'X' GWB ON VAPOR ttPILAL A7 NEW GARAGE Phone 970.949.3302
MAMIAL, AND DRAWINGS FOR DEFINITION e i Fia nior USED n'PiGAL A7 LowER LEVEL BA221ER/RETARDER ON ROOF JOISTS WITH H' AND REG. ROOM GEILIN(�5 RESE(iVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN. � �
LOGATION OF BATTERED STONE VENEER AND pF (R-56) SPRAY-IN, GL05ED-GELL, FO<.M (Pax) 970.9495121
5�� �' INSULATION BETWEEN JOI5T5 3. WORK SH BE PERfORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE OWNER.
INTERIOR WALL SYSTEMS LOLATION I C3 NOT USED TYPIGAL AT ROOF AREAS NU STRUCTURAL ENGWEER
DROPPED GEILiNGS 4. THE DRAWINGS SH NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH Monroe 8 Newell Engineers, Inc. ��
i win 5/B' TYPE 'X' GwB EALH SIDE OF �X4 OR 2X6 7YPIGAL INiERIOR WS UNO i Fic 4' REINFORGED GONGRETE SLAB ON TYPIGAL A7 LOWER LEVEL SUBCONTRACTOR SH VERIFY DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SH BE RESPONSIBLE FOR THE PO Box 1597
GRANULAR FILL ON GOMPAGTED EARTH. AND GARAGE f Avon, CO 81620
1`YJOD SNDS WITH 3" SOUND ATTEWATION BATTS CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PRO ECT.
BETNlEEN SNDS. PLUM1BiNG WS TO USE 2X6 IN LIEU REFER TO STRUGNRAL DRAWINGS FOR I C4 NOT USED FOR U5E AT TUB/5HpN1ER
�Xa 5ND5 WHERE REGUiRED. REPER TO PLANS RE�NFORGING GOMB�NAnONS AND A7 SHOWERS (Phone) 970.949J76B
FOR DIFFERENT LOGATIONS OF W THIGKNESSES 5. DIMENSIONS ARE TO FACE OF STUD O(l TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED (Fax) 970.949.4054
FLOOR FINISH TO BE GARPE7 AND PAD, OTHERWIS
S70NE, OUARRIED TILE, GERAMIG 7ILE OR i C5 NpT USED TYPIGAL AT VfWLTED ROOF
IwIB NOT USED 7YPILAL INTERIOR W5 UNO SEA�ED GONGRETE WMERE EXP05ED. AREAS WI7H WppD GEILINC{-,, GENERAL CONTRACTOR
PROViDE RADiEN7 FLOOR HEAnNG OR xxx Beck Building Company
APPROVED ALTERNATE AT REG ROpM. 6. O DENOTES A DOOR. REFER TO PLANS FOR DOOR LOCATIONS. DIMENSIONS SHOWN ARE TO CENTERLINE OF p0 Box 4030
i C6 NO7 VSED n'PiGAL Ar RppF AREAS WiTH OPENING. REFER TO DOOR SCHEDULE IN THE DETAIL MANUAL FOR SIZE AND STYLE OF DOOR. Vail, CO 81658
DROPPED WOOD GEILINGS
7. DENOTES A WINDOW. REFER TO PLANS, SECTIONS, AND ELEVATIONS FOR WINDOW LOCATIONS. DIMENSIONS (Phone) 970.949. 1800
i F]n NOT USED 7YPIGAL AT MAIN AND OX SHOWN ARE TO CENTERLINE Of OPENING. REFER TO WINDOW SCHEDULE IN THE DETAIL MANUAL FOR SIZE AND (Fax) 970.949.4335
UPPER LEVELS IC7 NOTUSED TYPILAL AT GRAWLSPAGE AREAS
STYLE OF WINDOW.
I wIC NO7 USED S�UD w5 Ai MEGHANiGAL 8. INTERIOR FIXED FINISHES ARE TO MATCH EXISTING.
�M PROJECT INFORMATION II
I CB 5/8" TYPE 'X' GWB ON FLOOR JOI575 WITH iYFIGAL A7 GEIL�NG IN GARAGE 9. COO INATE CTRIC AND MECHANICA WITH TURA MIN
R-19 BATT INSULATION BETN�EN JOI5T5. AND MEGHANIGAL ROOM
i Fza niOr uSEV NPIGAL AT MAIN AND ATTAGH AND FIRE TAPE GWB AS REQUIRED i0. PROVIDE NECESSARY BLOCKING IN STUD WS AND CEILINGS. LOCATiONS INCLUDE BUT ARE NOT LIMITED TO TOILETS.
TMpi iN o r� UPPER LEVELS BY FG-5100. (I rIpUR FIRE RA7ED) BATH ACCESSOftIES. CN�ING AND W MOUNTED ELECTRICAL FIXTURES. SHELVES. CLOSEf RODS, CABINETRY, COUNTER PARCEL NUMBER: 210109100001
i C9 N07 USED A7 GEILING IN SKI TOPS, STAIR HANDRAILS AND FALSE BEAMS. LEGAL DESCRIPTION: UNPLATTEO
I W2 5/8' 7YPE X' GWB OVER VA R TYPIGAL INSIDE FAGE OF GL05E7 CLA$$ OF WORK: ADDITION
&4RRIER/RE7ARDER ON �X6 VVOOD 5ND5 wi7H EX7ERIOR WALLS UNO i f3 ta07 USED 7YPIGAL WHERE FLOOR I I . CONFIRM DATUM INFORMATION WITH CIVIL PLANS. TYPE OF CONSTftUCTION: TYPE V-N
R-23 MiGH pENSITY BAT7 INSULA710N BE7WEEN FINISH IS 570NE. RE: ROOM TYPE OF OCNPANCY: R3 (SINGE FAMILI�
SNDS FINISH SGHEDULE FOR i cIOANOT USED 7YPIGAL A7 GEILItYf� WI7H 12. NON 90 DEGREE ANGIES ON PLANS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. LEVELS: 3 STOfiIES
I W3 5/H' TYPE 'X' GWB OVER VAPOR TYPIGA� INSIDE FAGE OF STONE LOGATIONS TIMBER FRAMING HEIGHT: NIA
BARRiE2/RE7ARDER ON �XaS OvER i/2" niR FINISt�ED GOt�GRE7E wALLS UNO 13. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOft PLANS TAKE PRECEDENCE. PARKING: 3 SPACES
SPAGE OVER GONGRETE WITH R-II BAT7 INSULATION DATE ISSUE
BETWEEN STUDS OR 2X5 LAID F�A7 OVER I/�" AIR 14. ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS FIRE SUPPRESSION SYSTEM: NO
SPAGE OVER GONGRE7E WiiN i V2" RiGID i pa NOT USED TYPIGAL A7 MAIN 6 LOWER i Ci0BN07 USED TYPIGAL A7 GEILING WI7H LOCATED AT 7'-0" AFF UNLESS NOTED OTHERWISE. 07-21 -06 BID $ET
INSULATION BEiWEEN SNDS. REFER 70 PLANS FOR LEVEL 5 V2" S7RUGNRE
DIFFERENT LOGATIONS OF wALL iNiucNE55. CURRENT APPLICABLE CODES: IRC 200i 08-31 -06 BID $ET
I5. WOOD/TIMBER DIMENSION NOTES ARE NOMINAL AS NOTED BY: 3X 12 AND ACTUAI AS NOTED BY: 3"X 12". - ----- �
I W4 5/8' 7YPE 'X' GWB EAGH 51DE OF �X6 VVOOD SNDS TYPIGAL GARAGE 51DE OP 02-06-07 PERMIT
WI7H R-w BA7T INSULAnON AND VAPOR WALL BE7WEEN NOU6E/GARAGE i Cii NO7 USED ttPiGnL n7 VnULiED 16. INST PERFORATED PIPE PERIMETER DIIAIN SYSTEM AND SOLID PIPE UNDER DRAW SYSTEM AS REQUIRED. REfERENCE - -
BARRIER/RE7ARDER ni WARM SiDE. ON GARAGE ROOF P,REAS WI7H SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. DOWNSPOUTS BUILDING LOT SIZE: 0.317 AC0.ES ( 13,820 SF) 03-26-07 CONSTRUCTION
SiDE OF WALL ATTAGN AND FIRE TAPE GW6 AS VENTED JOIST SPAGE SITE COVERAGE (FOOTPkINn: 2,684 SF ( 19.4%) - ..
REGXIIRED BY WP-3510 ATTACHED TO DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE .
IMPEfiVIOUS COVERAGE� 2,760 SF ( 19.9%)
i W5 5/8' 7YPE 'X' GwB ON 2�cb OR 2x4 wOOD SNDS, 7YPIGAL AT INSIDE FAGE OF 17. TYPICAL OFFSET OF INTERIOR DOORS IS 6", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR UNO. GRFA: 3,749 SF - �� -
FIRE TAPE ALL JOINTS. ATTAGN AND FIRE TAPE FRAMED GHIMNEY I C12 NOT USED TYPIGAL AT ROOF AREAS NU LANDSCAPE AftEA: 8,333 $F (60.3%)
GWB AS REQUIRED BY WP-3510. (I Hq1R FIRE DROPPED GEILINGS WITHIN ROOF � g, MECHANICAL, ELECTRICAL. AND LANDSCPING SYSTEMS ARE TO BE DESIGNIBUILD BY THE SUBCONTRACTOR.
RATED EXTERIOR FLOOR SYSTEMS LOGATION SYSTEMS WITH VENTED JO15T
SPAGES GROSS AREA:
I W6 NOT USED FpR AT
e pi NOT USED lYPIGAL A7 DRiP-7HRU 19. ALTERNATE TO ADU AN IN-HOUSE HUMIDIFlCATION SYSTEM. UPPER LEVEL PLAN: 917 SF (EXIST)
CAMBINATIDNS AND DEGKS MAIN LEVEL PLAN: 1 ,468 SF (EXIST) - -
SH°�RS. ABBREV
e pv. NDT USED 7YPIGAL AT S70NE LOWER LEVEL PLAN: 1 ,274 SF (EXIST) _
I W7 NOT USED 7YPIGAL DOUBLE W DEGKS ON TIMBER 792 $F (NEVV)
GONDI710N�i SiRUG7URE ABV ABOVE GL GLASS, GLAZING RE: REFERENCE ( �
GARAGE: 437 SF EXIS
i we MD7 USED w5 Ai MEGNANiGAL RooM AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD REF REFRIGERATOR I 13 SF (NEVh
Ar+D GR.nw� SanGE FiLiE FABRIG NDED 7 DRAINAG (A) ACTIVE HDWR HARDWARE REQD tiEQUIRED GRO55 SQUARE FOOTAGE: 5,001 SF NEW & EXIST
( 1
ttPIGAL A7 S70NE AC ACOUSTICAL HDR HEADER RESL RESILIENT
MEDIUM ON SHEET WA7ERPROOF DEGKS OVER HEATED
� ta07 USED INMERE WOOD PANELING EX15T5 MEMBR/wE ON 3/a' 7aG PLYwOOD 5p,e,GE ADD ADDENDUM HVAC HEATING/VENTILATING/AIR CONDITIONING REV REVISION GRFA CALCULATIONS:
RE: ROOM FIN15t� SGHEDULE (EX7ERiOR GRADEJ ON FLOOR JDi575 ADJ ADJACENT HT HEIGHT R RISER UPPER LEVEL PLAN: 917 SF CONSTRUCTION
FLOOR FINISH TO BE STONE IN FOR USE AT EXTERIOR EXTERIOR GEILING SYS7EM5 LOGATION ALT ALTERNATE HP HIGH POINT R & S ftOD AND $HELF
THIGKSET MOR7AR BED. 707AL FINiSH STAIR ALUM ALUMINUM HORZ HORIZONTAL RD ROOF DRAIN MAIN LEVEL PLAN: 1 .468 SF
7HIGKNE55 70 BE 3" NOMiNAL. E Ci 3x i e G DEGKiNG (SQUARE SHOULDER TO TYPiGAL Ai RAKES, EAVES t ARCH ARCHITECT (URAL) HB HOSE BIB RM ROOM LOWER LEVEL PLAN:
BE EXPOSED) ON 12AFTER TAILS, SHOULDER wHERE 200F5 c,OVER BASMT BASEMENT INCL INCLUDE (D), (ION) RO ROUGH OPENING 2,066 X .66 (LOWER LEVEL REDUCTION) = 1 ,364 SP
BEAt�S. RiDGE BEAt�S. OR BARGE RAF7ER5 EX7ERIOR SPAGE BRG BEARING ID INSIDE DIAMETER R/S ROUGH SAWN TOTAL GFRA: 3,749 SF
EXTERIOR WALL SY5TEM5 LOGA710N E F3A NOT USED RE LAND�.oGAPE DRAWIN6 BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR SHLDR SHOULDER
FOR LOGATION E C2 NO7 USED TYPIGAL rwERE FiNi51i FLOOR BLDG BUILDING I80 INSTALLED BY OWNER SIM SIMILAR
IS EXP05ED 70 EXTERIOR
e wi GOMao51rE DruIw4GE BOARD WI7H GonC.RE7E w5 wNERE ��oW B O HEADER INSUL INSULATION SPEC SPECIFlCATION (S)
FiLTER FABRIG ON �' RIGID INSU_ATION FINISMED FLOOR EXIS15 BELOW CPT CARPET INT INTERIOR SQ SQUARE MARCH 26, 2007
OVER WATERPROOF MEMORANE ON FINISHED GRADE E F3B GONGRETE SLAB ON 6R.°.N1LAR FILL ON FOR USE AT NEW CSMT CASEMENT KIT KITCHEN $F SQUARE FEEf
GONGRE7E W OR i2" GMU GROUTED SOLiD GOMPALTED EARTH. RE: STRUGNRAL FpR DRIVEWAY AREA. CLG CEILING LAM LAMINATE STD $TANDARD I N D EX O F D RAW I N G S
ON (�pNGRETE W ?.T AREAS WI7H S70NE 7HIGKNE55 AND REINFORGING OF
VENEER ABOVE (�° RIGID INSULATION TO CT CERAMIC TILE LAV LAVATORY STL STEEL
EXTEND FROM H' BELOW FIN15H GRADE GONGRETE, (RADIANT HEAT SYSTEM GAN CLR CLEAR (ANCE) L LENGTH $TN STONE
BE IN MOR7AR 6ED). E C3 NO7 USED TYPIGAL A7 UNDERSIDE OF
a' O COL COLUMN lTL LINTEL STRUCT STRUCTURAL �1 �
ELEVATED TERRAGES AND 11. � n
DEGKS CONC CONCRETE Wl LAMINATED VENEER LUMBER TBD TO BE DETEIiMINED '`�.. - . _ ', � O/�
EWt GOMPOSI7E DRAINAGE BOARD WITH FiLTER FABRIG ALL GONGRETE WALLS CMU CONCRETE MASONRY UNIT MFR MANUFACTURE (ER) TC TRASH COMPACTOR AO.O COVER 1� ' �.� � � � � �.�``'• "q
ON 2" RIGID INSULATION OVER DAMP PRpOFING ON WNERE FINISFIED FLDOR E F4 NO E� L DRAWING E C4 IX T e G SOFFIT (SqUARE SHOULDER TO NPIGAL AT UNDERSIDE OF CONT CONTINUOUS MO MASONRY OPENING TEL TELEPHONE ` . � ''� '�
GONGRETE WALL OR 17' GhU 6ROUTED SOLID ON pOES NOT EX15T BELOW FOR LOGATION BE EXPOSED) ON SOFFIT EAVE AND RAKE RD�F 50FFI7 EAVES AND CUST CUSTOM MTL METAL TV TELEVISION AO. I PROJECT INFORMATION �'� ?
GONG2E7E WALL Ai AREAS W�711 STONE VENEER FINISHED GRADE FRAhtING RAKES DTL DETAIL MAX MAXIMUM T & G TONGUE AND GROOVE �l
ABOVE (DAMP PRDOFING TO CANTIN/E TO TOP OF A I . I SITE PLAN
GONGRE7E WALL OR GMU AND DRAiNAGE BOARD DIA DIAMETER MECH MECHANICAL T O B TOP Of BEAM � � � �b
70 C.ONTIWE TO WIiHIN 8' BELOW PINISM GRADE). E FSA NOi USED TYPIGAL A7 ASPHAL7 DIM DIMENSION MC MEDICWE CA8INET T O C TOP OF CONCRETE SLAB AZA LOWER LEVEL PLAN
(�' RIGID IN5IA.ATION TO EXTEND FROM 8" BELOW �R���`Y DR DOOR MIN MINIMUM T O P TOP OF PLYWOOD
A2. I MAIN LEVEL PLAN/ROOF PLAN �� . i'�
FIN15t� GRADE TO 4'-B" BELOW FINISH GRA E) DWG DRAWING MIR MIR{tOFi T O S TOP OF STEEL A3.0 EXTERIOR ELEVATIONS �C'`' �
ROOF SYSTEhS LOGATION ELEC ELECTRIC (AL) MISC MISCELLANEOUS T O W TOP OF WAIL �
NOTE� WF�tERPRCOF MEMBRANE WILL V&1ERE REQUIRED � ��/, i
ST ER HER AND AiR AREAS ABOVE E wi OR E w2 GONTINUE 70 2'-6" ABOVE ON ADJAGEN7 ELEV ELEVATION NA NOT APPUCABLE T8 TOWEL BAR A3 . I EXTERIOR ELEVATIONS � . 'r � � �' ''-
IL ilpN BARRIER ON GONGRETE w WNERE S70NE VENEER EX15T5 E FSB NOT USED h'PIGAL AT STONE �.� „ `� i! � f '��, ��,U�� � � >
(DAMP PRODFIN(v FROM Ew2 WILL GON71N1E ON GONGRETE SLAB OR PAVER VERTIGAL SURFAGES EQ EQUAL NOM NOMINAL T TREAD 4� y ' 4
70 70P OF GONGRETE rU. r�EP i-iOLES e DRIVEwAY Ai 7ERRAGE EXIST EXISTING NIC NOT IN CONTRACT TYP TYPICAL � .,� . ,
EXT EXTERIOR NTS NOT TO SCALE UNO UNLESS NOTED OTHERWIS A4. I BUILDING SECTIONS & DETAILS
�4' OG WITH THRU-W FLASHIN(� AT 1�' RIA NO7 USED NPIGAL ROOF AREAS FOS FACEOFSTUDS OPG OPENING VERT VERTICAL A5.0 LOWER LEVEL REFLECTED CEILING PLAN /
ABOVE GRADE. FIN FINISH OPP OPPOSITE WC WATER CLOSET
E FSC NOT USED 7YPIGAL AT STONE
E w4 STONE VENEER ON WATERPROOFIN(� (TO 48" AREAS Y�6iERE STONE VENEER SLAB OR PAVER FF FINISHED FLOOR OPH OPPOSITE HAND WP WATERPROOFING
ABOVE G2ADE) ON THERMAL AND AiR EXi5T5 ON WOOD S7UD5 DRNEWAY WITH FP FIREPLACE OD OUTSIDE DIAMETER WPM WATERPROOFING MEMBRANE
PLANTINGS WITHIN RIB STANDING SEAM METAL ROOFIN6 SYSTEM ON TYPIGAL ROOF AREAS FLR FLOOR (ING) (P� PASSIVE WPT WORKPOINT S I .O GENERAL NOTES
�NFIL7RA710N BARRIER ON PLYVVOOD �pIN75 WR GRAGE VYGOR ULiRA WA7ERPROOP FD FLOOR DRAIN P PAINT WWF WELDED WIRE FABRIC PROJECT: 0534
SHEATHING ON 2x6 �+oov sn,os MEMBF2ANE ON PLYWppD ROOF SHEATHIN6 52.0 MAIN LEVEL FRAMING/FOUNDATION PLAN
ON ROOF J0�5T5 FTG FOOTING Pli PAIR W WIDTFi, WIDE
E WS NO7 USED AREAS ABOVE E WI OR E w2 FND FOUNDATION PVMT PAVEMENT WDW WINDOW S2. I ROOF FRAMING PLAN O LSO N
YwERE 57UGG0 EXi5i5 ON E F6 N07 USED GOPNGRETETROOF D E OVER FBO FURNISHED BY OTHERS PL PLATE W/ WITH S3 .O DETAILS
�ONCRE7E S�JBI'ERRANEAN 5 7URE GA GAUGE PLYWD PLYWOOD W/O WITHOUT
RiC NO7U5ED TYPiGALROOFAREAS GALV GALVANIZED PT POINT WD WOOD S3 . I DETAILS RECREATION
E W6 NOT USED AREAS NNERE 5'�UGGO EXISTS E A DEGKING ON SLOPED SLEEPERS TYPIGAL AT DEGKS OVER GC GENERAL CONTRACTOR QT QUARRY TILE
ON WppD SNDS FLOATING OVER &11LT-UP BIIUMIN HEATED INTERIOR SPAGE ROO M A D D I T I O N
ROOFINGSYSTEMONPLYWOODON DATUM REFERENCE PROJECT NORTH
SLOPED FLOOR J01575 RID NOT U5ED 7YPIGAL AT EAR7H-GOVERED
E W7 NOT USED AREAS ABOVE E W I OR E W2 �
WHERE WOOD SID�NG EX15T5 ON ROOF AREAS
TE DATUM EIEVATION OF 100'-0" N I 785
THIS SYMBOL REFERS TO PROJECT NORTH. FOR ACTUAL
a�e r�pi vSED TYPIGAL AT FLAT ROOFED EQUALS ACTUAL ELEVATION OF 8239'-0" ABOVE SEA LEVEL � NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS.
EWB WOOD SiDING ON THERMAL AND AIR INFILTRATION AREAS ✓NERE V`IOOD 51DING AREAS SUNBURST DRIVE
BARRIER ON PLYYVOOD SHEATHING ON �Xb WppD Ex15T5 ON WOOD SNDS �TOP OF fINISHED FLOOR
SN� FF = XXX �-X�� SYMBOL KEY VAIL,
Rap, rror USED TYPIGAL AT EAVES, RAKES, T = _ XX SYSTEM NOTE
AND Y�a1E2E ROOFSGOVER COLOR/'1DO
E w9 NOT USED WS INSIDE SICI GLOSET EXTERIOR SPAGE �TOP OF PLYWOOD (P) OR CONCfIETE (C) �
� GAS SUPPLY
R2B NOT USED TYPIGAL AT EAVES. RAKES. NB HOSE BIB
E WIO NOT �D AREAS WITH METAL WS OR METAI. AND WNERE ROOFS GOVER COPYRIGHT RESERVATION
SHINGLE WS EXTERIOR SPAGE ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD
RESOURCES, INC.I AIA HERE IN AFTER . "SRI") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN REfAINED ARE INSTRUMENTS OF THE
niC NO7 USED TYPiGnL ni EnvES, w4KE5. ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPEQFlC PROJECT, UNLESS OTHERWISE PROVIDED IN WRITING. THE ARCHITECT SHALL
AND WHERE ROOFS GOVER BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OP SUCH DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW, PROJ ECT
Ex7ERiOR SPnGE STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCLUDING, WITHOUT LIMITATION, ALL
EMPLOYEES AND/OR INDEPENDENT CONTRACTORS Of THE ARCHITEC�, WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF OR
R3 NO7 USED TYPIGAL A7 GRIGKE75 ON OTHERWISE, SHAIL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLETION OF I N FO RMATI O N
METAL ROOF SYSTEhS ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN RETAINED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE
PRIOR EXPFESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND
R4A NpT USED NPIGAL ROOF AREAS SATISFACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXP0.ESSLY CLAIMS ALL PROPRIETARY RIGHTS IN
ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF ALL PROf ECTS FOR WHICH THE
ARCHITECT HAS BEEN RETAINED AS NOTED. THESE MATERIALS MAY NOT 8E COPIED, MODIFIED. NOR EMPLOYE6 IN ANY WAY BY ANY PERSON
a4a rioT USED rrPiGAL ME7AL ROOF AREAS (INCLUDING, WITHOUT LIMITATION, AN EMPLOYEE ORE EMPLOYEES) WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE
ARCHITECT. THE FOREGOING SHALL APPLY EQUALLY TO A�L CONCEPT DRAWINGS, RENDERINGS, SKEfCHES, BIDS AND ALL OTHER WORK
PRODUCT OF THE ARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY RETAINED FOR THE SPECIFIC PROJECT FOR WHICH
SUCH MATEftIALS WERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT.
(C) 2006 DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC. ALL RIGHTS RESERVED.
ALL ISSUANCES SHALL BE DISTkIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO. ALL OF THE SHEETS LISTED IN THE INDEX OF DRAWINGS
ON THIS SHEEf, THE DETAIL MANUAL, THE PROJECT MANUAL ADDENDA AND ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS. PLEASE CONTACT
THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLETE SET OF DOCUMENTS.
A0 . I
DOUGLAS MILLER DECHANT ARCHiTECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 F970 949 5121 ��
WWW , SRIARCHITEGT . COM
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NEW BOULDER
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EX15T 3$
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♦ _ _ - , j� SF e��.b2�6�� _ - _ _ _ — _ _ _
NEw PiNE 7REE 06•26-06 FINAL PLAN REVIEW
� --- --- - —... - --- �
� � ` � ` c; , ` � ' - � TO REPLAGE
�/ ' � ' � ' - ' - ONE ro BE 07- 17-06 REVISED FINAL PLAN REVIEW
/ // � " - : _ __ ` ` _ _ ` / ryEr-tovED 07-21 -06 BIDSET -- -
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/ `� � I � VAIL VALLEY
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LOT 3 , SUNBURST FILING N0 . 3
� i'�/ EMOV�ED E CONSTRUCTION
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i � ` � ! � ROOF ELEV O WALL OF � -LgOa
/ / / i APPARENT WATER ` � ` � NEW GONGRETE \ �� � i I EX15T HOVSE = 8251'-2 I/2" l
� LINE EASEMENT / �`'' SLAB, TIE INTO �i � ��1 v
� SNOW-MELT SYSTEM i
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W 1.[ �5.01 �� - _ _ _ _ _ _ � � ' STORAGE
/ � 5.0�_ !� - � � AREA
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SITE GOVERA6E AREA - 2,684 SF
SITE GOVERA6E - 19 .42 5$
SUNBURST DRIVE � 4O R . O . W. � LANDSGAPE GOVERAGE AREA - 8,333 SF
LANDSGAPE GOVERAGE - 60.3 SYi
SITE PLAN
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SITE PLAN N
SCALE: I "= 10'
AI . I
DOUGIAS MILLE0. DEGHANT ARCHITECTS
SHEPHERD RESOURCES ING I AIA
� �v LE �JEND POST OFFICE BOX 1624
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� AVON COLORADO 81620
� EXISTING TO REMAIN T970 949 3302 F970 949 5121 ��
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NOTE :
THESE DRAWINC�S RE � LEGT NEW GONSTRUGTION 5' ���� p�� PERFORATED PIPE
TYING INTO EXISTINC� GONDITIONS . ALL DIMENSIONS, � '' o PERIMETER DRAIN
NOTES, MATERIAL 51ZE5 AND FINISHES AND DETAILS � � � � SYSTEM
OF GONSTRUGTION ARE TO BE FIELD VERIFIED . IN 32 0 0 '3 � % � �
.� � � �� SOLID PIPE UNDER
ALL INSTANGES THE NEW GONSTRUGTION SHOULD � � � ' ' � \ DRAIN SYSTEM
`�� � � % � �
' � � -� ��;�z � \
MATGH EXISTIN6 GONDITIONS UNLE55 NOTED 6• -3" � � � LINE OF
OTHERWISE . ANY ADJUSTMENTS MADE TO THE � � � , , �� � DEGK ABV ��
OR161NRL DETAILS IN THE FIELD DURIN6 THE � � % �` � ° � FOUNDATION DRAINAGE ,
ORI6INAL GONSTRUGTION SHOULD AL50 BE MADE 2" � ' ' . � \ SLOPE a'� PER FOOT
C� NEW GONSTRUGTION . A � % � � ,. FF = X ,F , �
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001 I ALUM PR 3'-O" x l '-0" x I �' WD D� .X EL y,��NDOW SUPPUER � � O
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ELEGTRONIG � � � � � � �S'
003 STORAGE I WD 3'-6" x T-O" x I �• WD DI .X EL KEYPAD � �'� I
oos � — Q � � \�G
STORAGE - - i i . � RU WA �
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a • , e � I
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005 O � ST ,aa.i I� '-3��� � �_b ^ 4' 3��� G '-� " � / -
�, 6 I � \/J�^ � DATE ISSUE - - -
I (3) BUIL7- IN I v ' -
�PI I I I I I I � � 2X2 RRING SHELVES W/ WALL ry 06-26-06 FINALPLANREVIEW
REMOVE GONG S`6 „ BELOW, HEIGHTS TBD i �I ry _ _ _ _ _ _ _ _ _
FND WALL ._ � S 07- 17-06 REVISED FINAL PLAN REVIEW
X6 KNEE WALL WITH � � I I \��� 07-2L06 BID SET __ _
REMOVE BENGH, I I O OOD GAP- 4'-6 " H. OFF , _ _ b • I _
GUBBIES AND � �;il' , EW T O G ELEV m � � � � 08-31 -06 BID SET
i
SHELVING AND REUSE /" - , � II I �� ` � ° 2X2 FURRING Q ry < � I I ABOVE ROOF \�C 02-06-07 PERMIT
IN NEW SKI ROOM 102 / �� -- ` - - ��-�� „��' I � 03-26-07 CONSTRUCTION
_ --
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, � �� 'i �,i - _ - . F - r I � � OVER EXIST �/�
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Y , � , j _— I� i 8/ D4J 18"D . BUILT- IN � � - - - - - - -�
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' I I EXISTING 5KI ROOM DESIGN, PROVIDE
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DOUGLAS MILLER DECHANT ARCHITECTS
I O $ HEPHE0. D RESOURCES INC / AIA
q3.i � POST OFFICE BOX 1624
NOTE � '��� AVON COLORADO 81620
T O P
THESE Df�AWIN6S REFLEGT NEW GONSTRUGTION ` � G = O - T970 949 3302 F970 949 5121 ��
TYING INTO EXISTIN6 GONDITIONS . ALL DIMENSIONS, , ��% 2" HEATED GUTTER WWW . SRIARCHITECT . COM
NOTES, MATERIAL SIZES AND FINISHES AND DETAILS `� � �0 3 AND DOWNSPOUT
OF GONSTRUGTION ARE TO BE FIELD VERIFIED . IN � �� U �� � � y -�'
A L L IN STAN G E S TH E N E W G ON S T R U G T I O N S H O U L D �'���,'� F�z p.r^� � �
MATGH EXISTIN6 GONDITIONS UNLESS NOTED ��� \°� �' P�N\N� �F 5, -�° /
OTHERWISE . ANY ADJUSTMENTS MADE TO THE �i,�? FF 5�� �
ORI6INAL GONS RUGTION SHOUL�D AL50 BE MADE " f C� oNy �^�P���O o � Q� � � � � � �p ED6E OF DEGK
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— Q 6X6 POST, HANDRAIL DEGK �-t� �
I � AND ALL � � � � ,_ ��,� � AND METAL BALUSTERS �
STRUGTURE � � O MATGH EXIST RAIL r� /�
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� � � � ` � � � I 'O"4�� � �' \� DATE ISSUE
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, 06-26-06 FINAL PLAN REVIEW
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\
�, � � � � ♦ ♦ �� I S
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\ , i , � .,_ „ � FLAGSTONE STEPS TO � � ; —�i ' �
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: / � � I SHED WATER � , \ l —
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3 DATE ISSUE
GONTINUOUS WATERPI2pOFING MEMBRANE SCALE: 3" = I '-0"
07-21 -06 BID SET
FLAGSTONE TREADS AND RISERS
PLASTER 08-31 -06 BID 5ET
` � � ` ` ` MORTAR BED 02-06-07 PERMIT
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03-26-07 CONSTRUCTION
TIMBER MANTEL � \ REF STRUGT TRIM
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DOUGLAS MILLER DECHANT ARCHITEQS
6ENERAL ELEGTRIGAL NOTES : s � EP � Eao RESOURCES � N � � A � A
POST OFFICE BOX 1624
I . THE ELEGTRIGAL SYSTEM IS TD BE DESIGN/BUILD BE7WEEN THE GONTRAGTOR/SUBGONTRAGTOR/OWNER. THE SYSTEM MUST MEET THE GURRENT GOVERNING GODE, ALL A V O N C O L O R A D O 8 I 6 2 0
REQUIREMENTS OF THE TOWN OF VAIL AND ALL OTHER REQUIREMENTS OF THE LOGAL JURISDIGTIONS. THE GONTRAGTOR AND SUBGONTRAGTORS ARE RESPONSIBLE FOR
�GH' T970 949 3302 F970 949 5121 ��
2. LOGATE METER, DISGONNEGT AND PRIMARY PANEL WHERE INDIGATED ON DRAWINGS. WHERE 5UB-PANEL(5) MAY BE DESIRED, GOORDINATE LOGATION WITH ARGHITEGT,
WWW . SRIARCHITECT . COM
3. OTHER THAN SERVIGE BETWEEN D15GONNEGT AND MAIN PANEL, ALUMINUM GABLING AND WIRE SHALL NOT BE PERMITTED.
4. AT THE START OF THE PROJEGT, ELEGTRIGAL GONTRAGTOR SHALL PROVIDE TEMPORARY POWER SERVIGE OF SUFFIGIENT GAPAGITY TO PROPERLY SERVE THE
PROJEGT DURING GONSTRUGTION. AS SOON AS PRAGTIGAL, OR WHEN DIREGTED, ELEGTRIGAL GONTRAGTOR SHALL INSTALL HEAVY-6AUGE, MU�TI -REGEPTAGLE
TEMPORARY SERVIGE EXTENSION INTO THE BUILDIN6. UPON GOMPLETION OP HANGING GYPSUM WALL BOARD, OR WHEN DIREGTED, ELEGTRIGAL GONTRAGTOR SHALL
HEAT GERTAIN OUTLE75 AND LIGHT FIXTURES ON THE PERMANENT BUILDING GRID TO PROVIDE GONTINUED INTERIM SERVIGE DURING GON57RUGTION.
5. ALL SWITGNES, REGEPTAGLES, TELEPHONE AND GABLE JAGKS SHALL BE LEVITON "DEGORA PLUS" MODELS; GOLOR TO BE DE7ERMINED.
6. ALL DIMMER SWITGHES SHALL BE LEVITON DEGORA "MIGRODIM" � 10600; GOLOR TO BE DETERMINED.
l. STANDARD REGEPTAGLES, TELEPHONE AND GABLE JAGKS, SHALL BE MOUNTED 16" ABOVE FINISHED FLOOR TO THE GENTERLINE OF BOX. STANDARD WALL SWITGHES �
SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR TO THE GENTERLINE OF BOX. OTHER REGEPTAGLES, SWITGHES AND WALL FIXTURES SHALL BE INSTALLED AT HEIGHTS i � � />` ��
GIVEN ON THE DRAWINGS, WHIGH SHALL 6E ABOVE FINISHED FLOOR TO GENTERLINE OF BOX. WHERE NOT INDIGATED ON DRAWINGS, ELEGTRIGAL GONTRAGTOR SHALL i .'s � / � �
VERIFY HEIGHT ABOVE FINISHED FLOOR FOR ALL NONSTANDARD REGEPTAGLES, SWITGHES AND WALL FIXTURES WITH ARGHITEGT. THIS SHALL APPLY SPEUFIGALLY, i � �` \ \
THOUGH NOT EXGLUSIVELY, TO DEVIGES ABOVE GOUNTERTOPS, BEHIND BUILT- IN GABINETS, AT DESKS OR WORKSTATIONS, AT MIRRORS, BEHIND APPLIANGES, AT TILE � �, i � � r �i \
LOGATIONS, ETG. � � i i �
8. THE DRAWINGS INDIGA7E APPROXIMA7E LOGATIONS OF FLOOR REGEPTAGLES. ELEGTRIGAL GONTRAGTOR SHALL VERIFY EXAGT LOGATIONS WITH OWNER PRIOR / / / / � � i � r �
TO INSTALLATION.
9. THE DRAWINGS INDIGATE APPROXIMATE LOGATIONS OF GEILING MOUNTED GHANDELIERS, PENDANT LIGHTS, AND WALL SGONGES. ELEGTRIGAL GONTRAGTOR SHALL � � wP � � � �
VERIFY EXAGT LOGATION AND HEIGHT ABOVE FINISHED FLOOR WITH ARGHITEGT PRIOR TD INSTALLATION. / / ' / / i � i � � � ° �
10. UNDER-GABINET L16NTING SHALL BE INSTALLED TO THE UNDERSIDE OF THE WALL GABINETS. AT THE FRONT OF THE GABINETS. \
II . SMOKE DETEGTORS SHALL BE INSTALLED WHERE REQUIRED BY GOVERNING GODES. � � �c �� �
' � ` � �� � �
12. ELEGTRIGAL GONTRAGTOR SHALL GONFIRM EXAGT LOGATION OF EQUIPMENT, FIXTURES AND APPLIANGES FURNISHED BY OTHERS PRIOR TO ROUGH- IN. i � � �X� �
i i i
13. ALL MATERIALS AND EQUIPMENT, INSTALLATION TEGHNIQUES AND WORK SHALL GONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF GOVERNING LOGAL, � i i � � � �� . � �
STATE, AND NATIONAL GODES. ALL ELEGTRIGAL SYSTEM GOMPONENTS SHALL BE LISTED OR LABELED BY U.L NNDERWRITERS LABORATORIES). ALL DEGORATIVE / / / % � i r � � ' � I
FIXTURES SHALL BE PROPERLY GROUNDED. � � REGREATION � �
14. LIGHT FIXTURES AND/OR OTHER DEVIGES NOTED AS B.O. (BY OTHERS) SHALL BE FURNISHED BY OTHERS AND INSTALLED BY THE ELEGTRIGAL GONTRAGTOR, i � � � i ! 'ROOM . � i
i �
I5. THE DRAWINGS INDIGATE SPEGIFIED REGEPTAGLES REQUIRED BY DESIGN. ELEGTRIGAL GONTRAGTOR SHALL PROVIDE ADDITIONAL REGEPTAGLES AND OTHER �^� � j / 001 i I
DEVIGES AS MAY BE REQUIRED BY GOVERNING GODES. K �
� � i / / �
16. AT GOMPLETION OF ELEGTRIGAL BOX INSTALLATION, BUT PRIOR TO WIRE INSTALLATION, ELEGTRIGAL GONTRAGTOR SHALL AGGOMPANY THE OWNER AND/OR � � TI � I
ARGHITEGT ON THE SITE REVIEW OF THE DEVIGE LOGATIONS AND MAKE MINOR GHAN6E5 TO THE LOGATIONS PREGIPITATED BY BUILDING STRUGTURE OR OTHER
� i ii � :
INTERFERENGES. WP / I I . � DATE ISSUE
Il. PROVIDE POWER FOR ALL APPLIANGES AND LOGATE OUT�ETS PER MANUFAGTURER'S SPEGIFIGATIONS. . . i . � . � . � . � . � . .
r � 06-26-06 FINAL PLAN REVIEW
18. REFER TO THE SITE PLAN, SHEETS AI .I, FOR SITE ELEGTRIGAL REQUIREMENTS. . ^ ' I - - — -- -
IQ . ALL TV AND PHONE JAGK LOGATIONS TO BE VERIFIED WITH OWNER. AL50, VERIFY WITH OWNER IF ANY ADDITIONAL LOGATIONS ARE REQUIRED. 07- 17-06 REVISED FINAL PLAN REVIEW
STORAGE I
20. VERIFY LOGATION OF REGEPTAGLES ON KITGHEN ISLAND WITH ARGHITEGT. ��,q • . � 07-21 -06 BID $ET
21 . PRE-WIRE FOR AUDIO-VIDEO EQUIPMENT AND PHONE SYSTEM TO BE DETERMWED BY OWNERS � � GLNC�_ I 08-31 -06 BID SET _ _ _
22. REPORT ANY NON-GODE GOMPLIANGE TO THE OWNER/ARGHITEGT �� � � 02-06-07 PERMIT
23. ELEG7RIGAL GONTRAGTOR SHALL GONPIRM SERVIGE AMPERAGE AND SUBMIT GALGULATION FOR APPROVAL. � � 03-26-07 CONSTRUCT�ON
ABOVE SOFFIT r I - -
� � O MAN7EL _ b - , I - - - - -
SOFFIT u : � �
ELEGTRIGAL FIXTURE LE6END ��� �,�, ��
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Q DOWNLIGHT (WET) I__ ' AN I I � L� ! � BENGHES FOR SKI BOOT
—' ' II I GOMPONENTS I � � pRYERS
B i AT THIS WALL
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REUSE � ` ���` ' � � �
o �� � , _� � – — � - - , / I � I �
Q WET DOWNLI6HT � � � � � �, F X��UR 5 HALL y2ppM � i � I
MARCH 26, 2007
E � ' / IN THIS 003 � 002 I � �
� PENDANT MOUNT AREA I , I
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AS i2EQUIRED FOR I I � � , , "" `�%r
i SGONGE (WET) WALL AD.lUSTMENTS. -I I / / ' � � % I °y �. i, � �i , ;
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GARAGE
2x4 SURFAGE � I E ' � PROJECT: 0534
K � FLUORESGENT I pp5 I
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F I XTURES I I �
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g7D DIMMER SWITGH � EXISTIN6 SGONGE
i LOWER LEVEL
EXTERIpR SGONGE
I NOTE : REPLAGE EXISTIN6 LI6HT5 AT WITH MOTION SENSOR
`�7F FAN SWITGH I I if � " STONE GOLUMNS AT ENTRANGE TO REFLECTED CEILING
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• P���E � <�, �� ��� ���� & ELECTRICAL PLAN
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REQUIRED BY GOVERNIN6 GODESJ � , , - � I i� I
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� FLOOR OUTLET (GEILING IN 6ARAGE) � � • 0
� TV JAGK MAIN LEVEL LOWER LEVEL ° �• 4• �'
4 GARAGE DOOR OPERATOR OR KEYPAD
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RI MOTION SENSOR
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DOUGLAS MILLBI DECHANT ARCHRECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
GENERAL NOTE$ J . LAM INATED VENEER LU�+IBER MEMBERS SHALI HAVE THE FOLLO`N ING STRESS A V O N C O L O R A D O 8 I 6 2 0
C . SLF�BS , FOOTINGS , AND WALIS SHALL NOT HAVE JOINTS IN A HORIZ(7NTAL PL�+NE , ANY C/+PACITIES: FB = 2800 PSI , E m 2 , 000 , 000 PSI , FC a 750 PSI , FV = 285 PS � . BU14T UP ��
1 . LIVE LOhD$ USED IN DESIGN; STOP IN CONCRETE NORK MUST 8E MADE .4T THIRD POINT OF SPAN WITH VERTICAL MEMBERS SHALL BE CONNECTED IN ACCOROP.NCE W � TH MANUFACTURERS � T9 � O 949 33OZ F970 949 5121
q , ROOF (SLOPE < OR = TO 4: 12 ) 100 PSF BULKHEADS AND HOR120NTAL SHEAR KEYS UNLESS OTHERWISE SHOWJ . ALL RECOM.IENDATIONS . CONTRACTOR SHA�L NAVE THE OPTION OF USING 3 1 /2 " OR
CONSTRUCTION JOINTS SHALL 8E AS DETAILED OR AS REVIEWEO BY THE ENGINEER . 5 1 /4 " W � DE MEMBERS . W W W . SRIA R C HITEC T . C O M
B . ROOF (SLOPE >4: 12 ) 80 PSF D . 4.L� CONCRETE MARK AND REINfORCEMENT DETAILING SHALL BE IN ACCORDANCE � O . NON - STRUCTURAL ELEMENTS
40 PSF WiTH ACI BUILOING CODE 318 LATEST EDI710N , UNLESS NOTEO OTHERWISE . USE q _ ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHED TO ANO /OR
C , TYPICAL FLOOR STANDARD HOOK$ FOR DO�M1£�S UNLESS NOTED OTHERWISE . AL� EXPOSED EDGE$ OF
100 PSF CONCRETE NORK SHALL HAVE 3 /4 INCH CHAMFER . SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCWNT OEFI.ECTIONS AND
p , TYPICAL DECK OTHER STRUCTURAL MOVEMENTS .
6 . REINFORCEMENT
E . IMPORTANCE FACTORS � � 8 . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDEO ANO SMALL M
CnTEGORY � p A . ALL REINFORCING SHA�I BE hIGM - STRENGTH DEFORMED BnRS CONFORMING TO ASTM ALL CODE REOUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
SEISMIC FACTOR IE � � GRADE BO . ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHA�L BE CONSIDERED
SNOW FACTOR I $ � O UNRESTRAINED UNLESS NOTED OTHERWISE .
WINO FACTOR IW 6 , WELDED wIRE FABRIC SHALL CONFORM TO ASTM A185 GRAQE 65 AND SHALL BE
LnPPED ONE FULL MESH A7 SiDE AND END SPLICES AND WIREO TOGETHER . 11 , GENERAL
F . WIND ��
3 SECOND GUST 8O� C . POLYPROPVLENE FiBER REINFORCiNG SH�4LL HAVE FIBER LENGTH COOROINATE H' � TH q , ENGINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS .
FASTEST MILE AGCREGATE SIZE P.S PER MANUFACTURER �S RECOMMENDATIONS . AAKKINT OF FIBERS
EXPOSURE B SHALL BE t� MINIMUM OF 1 . 5 L85 /YRp3 OF CONCRETE OR THE �4MOUNT RECOMMENDED BY g , VERIFV AL� OPENINCS THROUCM� FLOORS , ROOF ANO NG4LLS WITH MECHANICAL AND �
THE 1MNUFACTURER NMICHEVER IS GREP.7ER . ELECTRIC.^.L CONTRACTORS . VERIFICATION OF LOCP�TIONS , SIZES , LINTELS /+ND
REQUIREq CONNECTIONS ARE CONTRACTOR 'S COMPLETE RESPO�l518i1I7Y .
G . SEISMIC
SITE CLASS � O . REINFORCEMENT PROTECT �ON UN�E55 NOTED OTHERWISE:
CATEGORY 1 . CONCRETE POURED AGnINST EARTM '3 C . PRIOR TO INSTALLATION OF MECHANICP�L AND ELECTRICP.L EOUIPMENT OR
SS . 345 2 . CONCRE7E POURED IN FORMS ( E%POSED TO WEATHER OR EARTH ) 2 ° ITEMS TO BE AT7ACHED TO THE STRUCTURE , ENG WEER 'S <.PPROVAL OF CONNECTIONS
S � . 08 3 . SLABS AND WALLS (NOT ExPOSED TO wEATHER ) 3 /4 � AND SUPPORTS SHALL BE OBTAINED . UNLE55 SPECIFICALLY DETAII. ED ON
SDS ' S53 ARCHITECTURA� AND STRUC7URAl DRAwINGS , RESPECTIVE SUBCONTRACTOR
SD1 ' 728 E . REINFORCEMENT PLnCEMENT AND TOLERlWCES SHALL BE IN ACCORDANCE WITM SHALL FURNISH ALL MANGERS , CONNECTIONS . ETC . . REW � REO FOR INSTALLATION OF
SECTIONS 7 . 5 , 7 . 6 AND 7 . 7 OF ACI 318 . LATEST EDiTION . HIS ITEMS .
H , LIVE �OADS .4RE REDUCED PER CODE IF APPLICABLE .
F . NO SPLiCES OF REINFORCEMEN7 SNALL BE MADE EXCEPT AS DETAIIED Oft p , pROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTU Al ,
I . CODE USED iN DESiGN: iNTERNATIONAL BUiLDiNG CODE . 2003 EDiTiON . AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SP� ICES , WHERE PERMITTED , SHALL MECHAN �CAL . ELECTRIC.o.� AND STRUCTURaL DRAwiNCS . MISCELLANEOUS ENBEDDED
2 . TESTINC , INSPECTiOt�15 AND OBSERVATIONS: BE A MINIMUM OF 48 BAR DIAMETERS FOR M6 BARS AND SMALLER AND SMALL BE A ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED 8Y STEEL SUPPLIER AND INSTALLED
MINIMUM OF 80 BAR DIAMETERS FOR M7 AND N8 REINFORCEMENT UN �ESS NOTED gY CONCRETE CONTRACTOR . STEEL SHALL FULFIIL ASTM A36 . a�
OTHERWISE . MAKE AlL BARS CONTINUWS .aR0�1ND CORNERS .
A . THE STRUCTURAL ENCINEER DOES NOT PROVIDE INSPECTIQNS OF CONSTRUCT � ON . E . PROVIDE ASPHALTIC MASTIC - COATING ON ALL $TEEL AND NC)OD EXPOSED TO EAR FI .
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE G . PL�+CE TNp MS (PER 8 " THICKNESS ) WITH 2 ' - 0 " PROJECTION AROUND ALL OPENINGS IN
CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REOUIRED CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TNO p5 X 4 ' - O " D � ACONALLY nT F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTVRAL
INSPECTIONS BY THE GOVERNINC AUTHORITIES OR SERVE AS SPECIAL EACH CORNER . STEEL . THE MANUFACTURING OR FABRICATION OF ANV ITEMS PRIOR TO MRITTEN REVIEw
INSPECTIONS " AS MAY BE REW IRED 8V CHAPTER 77 OF THE INTERNATIONAL OF SHOP DRAWINCS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR .
BUILDINC CODE . H . CONTINUOUS TOP AND BOTTOM B.�.RS IN WALLS AND BE�1M5 SHALI BE SPLICED AS
FOLLONS: TOP BARS AT MID5PAN , BOTTOM BARS OVER SUPPORTS . C , WATERPROOFINC , VAPOR BARRIERS , ETC . , SHA�L 8E AS SHONN Old THE P�RCHITECTURAL
g , TME FOLLOWINC NORK SHAL� BE INSPECTEO BY THE SPECIAL INSPECTOR UNLESS DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS .
SPECIFICALLY WA NED BY THE BUiLDiNC OFFICiAL . 7 , STRUCTURAI STEEL
H . ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND E% TERI
1 , SO � L PREPARATION A . ALL STRUCTURAL STEEL SHALL CONFORM TO P.STM AJ6 EXCEPT WIDE F�ANGE 8EAM5 WA�LS q5 SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE .
o , EARTHWORK EXCAVATION . PLACEMENT AND COMPACTION OF FILL NHICH SHALL CONFORM TO ASTM 992 . ( 50 KSI ) AND E%CEPT PIPE COLUMNS NMICH
AND IN - PLACE DRY DENSITY OF TME COA�PACTED FI � L FOR CONFORMANCE SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS 70 ASTM A500 , GRADE B , LATEST I . ALL DIMENSIONS ON STRUCTURAI DRAWINGS SHALL BE CHECKED AGAINST FIELD .4ND
EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 . GRADE 50 AT HIS OPTION , pRCHiTECTURnL oanwiNCS . DATE ISSUE
WITH THE APPROVED REPORT . MISCELLANEOUS Eb6EDDED ITEMS SHALI. BE A}6 STEEL .
2 . CONCRETE CONSTRUCTION J pqETDAFFERENTATHANENSSUMED` NOT�IFYDENCINEERG CONDITIONS . IF CONDITION
B , A�L STRUCTURA� BOLTS SHAL � BE �+325N INSTALLED TO A M � NIMUM SNUG TIGHT 0�-21 -06 BID $ET
p . PERIODIC INSPECTION OF REINFORCING STEEL , INCLUDING PLACEMENT . CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLE55 NOTEO
b . PERIODIC VERIFICATION OF WELDABILITV OF REINFORCING STEEL OTHER
OThiERwiSE . 07-I &06 PROGRESSSET
7HAN ASTM n70B . C . STRUCTURAL STEE� $HALL BE DETAI �ED AND FABRICATED IN ACCOROANCE W1TH THE 07-28-06 FINAL COORDINATION
� . PERIODIC VERIFICATION OF USE OF REW iRED DESICN MI % , LATEST PROVISIONS OF AiSC MANUAL OF STEEL CONSTRUCTION . "
d . CONTINUWS INSPECTION AT THE TIME FRESH CONCRETE iS SAMPLED TO 02-06-07 PERMITSET
FABRICATE SPECIMEN FOR STRENCTH TESTS , PERFOF2M SLUhP AND A � R D . EXCEPT NHERE DETAILED OTHERWISE , FABRICATORTnSBH E�' SEL^,ECnNDSj�E�E�ACSCNS MPOLE SH AR
CONTENT TESTS AND DETERMINE THE TENPERATURE OF THE CONCRETE . AISC "MANUAL OF STEEL CONSTRUCTION " (ASD ) ,
e . CON7INUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR CONNECTiON MANUAL " W � TH A325 N BOLTS (OR WELDED EOUIVALENT ) TO SUPPORT LOADS 03-26-07 i CD S�
PROPER APPLICATION TECHNIWES . INDiCATED ON THE STRUCTURAL DRAWINGS . NHEN LOnDS ARE NOT SHO� , SE� ECT
f . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEaPERATURE CONNECTION TO SUPPORT 60R TNE TOTnL UNIFORM LOAD CAPnCITY PER AISC "MANUAL OF
nND TECHNIWES . STEEL CONSTRUCTION " FOR EACH GIVEN BEAM AND SPAN FOR NON - CO�OSITE
MEMBERS
3 . STEEL CONSTRUCTION
o . ALL wELDING SHALL RECEIVE CONTINUW$ SPECIAL INSPECTION SUBMIT DESIGN CnLCULATIONS , BEARING THE STAMP nND SIGNATURE OF THE PROFES I L
ENGiNEER LiCEwSED IN TriE STATE OF COLORn00 , nND EMPLOYED BY THE STEEL
EXCEPT THE FOLLOWiNG: FABRICATOR , FOR ALL CONNECTIONS NOT COI.PLETELY DETAILED ON THE STRUCTURAL
1 . W£LDING DONE IN AN APPROVED FABRICATOR 'S SHOP IN ORAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS .
nCCORD�wCE WITH SEC7iON 1704 . 3 .
b . THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSIY PRESENT E , AI.L v.E �0ER5 SHALL HAVE EVIDENCE OF PASSiNG THE AMERICAN WELDING SOCIETY
DURING WEIDING OF TNE FO�IOWINC ITEMS , PROVIDED TME MATERIALS , S7ANDARD WALIFICATIONS TEST$ AS WTLINED IN AWS - D1 . 1 .
WEIDING PROCEDURES AND OVALIFICATI (NdS OF wELDERS ARE
VERI � IEO PRIOR TO TNE START OF NpRK; PERIODIC INSPECTIONS ARE F . MINIMUM N£ LDS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 / 16 " CONTINUOUS
MADE OF Y.ORK IN PROCRESS; AND /�. VISUAL iNSPECTION OF ALL WELDS FILLE7 UNLESS NOTED OTHERWiSE .
IS �DE PRIOR TO COMPLETION OR PRIOR TO SHIPMEN7 OF SHOP
N£ LDING . G . FOR ALL BEAM /COLUMN OR BEAM /BEP.M CONNECTIONS , PROVIDE HORIZONTAL SHORT
1 , SINGLE PASS FIL� ET wELOS NOT E%CEEqING 5 / 16 " IN SIZE . SLOT5 IN CONNECTIpN MEMBER ONLY (WT - SECTIONS , ANGLES OR SHEAR PLp.TES ) .
p , WELDING OP STAIRS AND RAILING SYSTEMS . C D SET
C , VERIFY wELD FILLER MATERIALS CONFORM TO P.M/S SPECIFICATIONS NND H . THE TERMINOLOGV "CONTINUOUS " MEANS OU<.NTITY . PROVIDE THE NECESSARY JOINT
MANUFACTURER �S CERTIFICP.TE OF COMPI. IANCE IS REQUIRED . DETAILS TO ALLOW FOR BUILDING MOVEMENTS . COORDINATE LOCF.TIONS WITM
d , VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO P.STM STANDARDS ARCMiTEGTURAL CONTROL AND E%PANSION JOINTS .
SPECIPIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND
MnNUFACTURER 'S CERTIFIEO MILL 7EST REPORTS . I , pROVIDE ANCMOR B04.T5 FOR BEAMS BEARING ON CONCRETE UNLESS OTHERWISE
e . PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS , NVTS AND WASHERS FOR NOTED .
CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE nPPROVED
CO�lSTRUCTiON DOCUMENTS AND MANUFACTURER 'S CERTIFICATE OF � , PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO CObQLY WITH ALL
COMPLIANCE . STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND /OR LATERAL MARCH 26, 2007
4 . PERIODIC � NSPECTION OF BEARINC TYPE CONNECTORS WITH HIGH LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS I
STRENGTH BOLTS . AND OECKS ARE IN GLaCE .
1 , 1M-IILE THE NORK IS IN PROGRESS , THE SPECIAL INSPECTOR SHALL K , STEEL FABRICATOR SHALL NOT RECEIVE ADOITIONAL COMPENSATION FOR SHOP
DETERMINE THAT THE REQUIREMENTS FOR BOLTS . Nl1TS . WASHERS AND DRAWING TIME FOR ANY REVISIIXJS TO ERECTIQN DRAWINGS NOR FOR ANY REVISIONS
PAIN7 , BOLTED PARTS AND INS7ALLATION AND TICHTENING IN SVCH TO PIECE DRAWINGS PRIOR TO ENGtNEER �S APPROVAL OF ERECTION ORAWINGS .
STANDAR�S ARE MET . FOF2 BOL.TS REOUIRING PRE7ENSIONING , TME � . .� 'dI
SPECIAL INSPECTpR SHALL 08SERVE THE PREINSTALLATION TESTINC g , NIXJ - SHRINK CROUT O
AND Co.L18RATiON PROCE�URES V.HEN SUCH PROCEDURES nRE • y
REQUIRED BY THE INSTALLATIpN METHOO OR BY PROJECT P�ANS OR q , NON - SHRINK CROUT SHALL BE PROVIDED: •��90
SPECIFICATIONS; OETERMINE THAT ALL PLIES OF CONNECTED t , BETwEEN COLUMN 8ASE5 AND CONCRETE SUPPORTS . 4 • :m
MATERIALS HAVE BEEN DRANN TOGETHER AND PROPERLY SNUGGEO Z . BETWEEN BEAM BEARING PLATES AND CONCRETE � MASONRY
AND MONITOR TME INSTALL.4TIpN OF BOLTS TO VERIFY THAT THE SUPPORTS . t • *
ELECTED PROCEDURE FOR INSTALLATIIXJ IS PROPERLY USED TO y , GRWT SHALL BE CO��PLETE AND MAVE A MINIMUM COMPRESSIVE STRENGTM �
TIGHTEN BOLTS . FOR JOINTS REOUIRED TO BE 7iGHTENED ONLY TO THE OF 6000 PSI PRIOR TO P.DDING BUILDING LOAOS ABOVE .
SNUG - TIGH7 CONDITION . THE SPECIAL INSPECTOR NEEO ONLY VERIFY � � . ,
THAT THE CONNECTED MATERIALS HAVE BEEN DRANN TOGETHER ANp 9 �p {.y l.� ,•
PROPERLY 5NUGGED . I
y , MpNITORING OF BOLT INSTALLATION FOF2 PRETENSIONING IS PERMITTED q , qLL FRAMING AND TRUSS LUMBER SHALL B GRA BY ,"�Y��
TO BE PERFORMED ON n PERIOpIC BASIS NHEN USING THE TURN - OF YVESTERN VYOOD PRODUCTS ASSOCIATION A CONFORMINC TO INTERNATIONAL BUILDING
NUT METHOD WITH MATCHMARKING TECNNIWES , THE DIRECT TENSION CODE AS FOLLOwS:
INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST - OFF
BOLT ) METHOO . JOiNTS DESIGNATED AS SNUG TIGHT NEED TO BE Z " THICK - 4 " TO 6 " WIDE (WALL ST ONLY ) DOG - FIR , LARCM STUD FD = 700 PSI
INSPECTED ONLY ON A PERIODIC BASIS . 2 " TO 4 " THICK - 8 " AND W � DER OOUG - FIR , LARCH NO . � Fb = 9 5 PSII
- 5 " THICK - 5 ° AND WIDER CEDAR
3 . FOUNDATIONS - - - � � NOTED ALLOW.48LE STRESSES ARE MINIMU AND FOR NONREPETITVE USES PRIOR TO
q , THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DES �GN IS 2000 PSF . THE AT REST
A�LpWABLE STRESS INCREASES ,
: SOIL PRESSURE IS ASSUMED TO BE 55 PCF . THE CONTRACTOR SHALL RETAIN A LICENSED � , yWEN PRESERVATIVE TREATED LUMBER IS RE ED BY COOE A.LL CONNECTIONS .AND
i� SOILS ENG WEER TO INSPECT THE FOUNDFlTION ExCAVATION , SOILS ENGINEER SHAL� � NAILING SMA� L BE .>DEWATELY GALVANIZED (D PPED OR eErreR � . PROJECT: � � �
VERIFY IN NRITING THE P.CTUAL SOILS CAPACITY IS EQUP.L TO OR GREATER THAN ASSUMED.- �
� AND THE ACTUAL AT REST SOIL PRESSURE ARE EWAL TO OR LESS THAN ASSUMED . C , TREATED SILL PLATE LU66ER MAV BE HEM - FIR , STRUC 1 GR E .
B . ALL �FOOTING BEARING ELEVATfONS SHONN ARE ASSVMED . EXACT B.EAR�lNG p , PROVIDE METAL CROSS BRIDGINC NOT OvER 8 ' ON CENTER FOR ALL 2X O LS O N
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS 8Y SOLID B�OCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTIL RS
CON7RACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS I $ REa� , REO . R E C R EAT I O N
SHAL� BE A MINIMUM OF 48 " BELOW EXTERIOR GRADE .
C . ALL FOOTINGS ARE TO 8E PLACED ON FIRM , UNDISTUR9ED , NATURAL SOIL OR E . FASTEN ALL NOOD MEMBERS WITH GOMMON NAILS ACCORDING TO THE IBC SCHEDU�E
PRpPERLY CO�+PACTED BACKFILL , APPROVED BV THE SOILS ENGINEER . BACKFILL
TABLE 2304 - 9 . 1 UNLESS NOTED oTHERW � sE . ROOM ADDITION
SHALL BE COA�PACTED TO 95 % (MINIMUM ) /AODIFIED PROCTOR DENSITY PER ASTM F . LAMINATEO BEAMS
01557 UNLE55 OTHERWiSE RECOhMENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE � , ALL LAMINATED ME�.SERS SHAI. L BE FABRICATED OF DOUGLAS FIR �ARCH AT 12
ENCWNTERED REMOVE SO � L AND RECOMPACT WITN APPROVED FILL (RE: SOIL PERCENT MOISTURE CONTENT IN ACCOROP�NCE wITH V`CL16 . ALL SIZES SHONN
REPORT FOR DESCRIPTIOnI OF BEARING SOI � ) . ARE NET .
$ . LAMINATE� MEMBER SHALL 8E DETAILED AND FABRICATED IN ACCORDA.NCE I 7 'II
D . CONTRACTOR SHALL BACKFILL EWALLV ON EACH SIDE OF FOUNOATION WALLS IN 12 WITH THE STANDARD SPEC � FICATIONS FOR THE DESIGN AND FABRICATION OF
INCH MnXIMUM VERTICAL LIFTS OR AS RECOMn�ENOED IN THE SOILS REPORT , REFER STRUCTURAL GWE LnMINATED TIMBER , LATEST EDITION AS PUBLiSHED B� AITC .
TO SOiLS REPOf2T FOR BACKPILL �TERIAL . 3 . PROVIDE UNITS CONFORMINC 70 /+ ITC 117 . 24FV8 , D . F . FOR CONTINUWS SU N BU RST DRIVE
MEMEERS P.ND CANTILEVERS AND 24FV4 , D . F . FOR SIMPI. E SUPPOF2T MEMBERS .
E . NO BACKFILLING SHALL 8E PLACED AGAINST LOWER �EVEL WALLS UNTIL THE LO`hER ME66ER5 SHALL BE DESIGNEO W � TM ZERO C.4MBER M� � TH TOP SURFACE CLEARLY
LEVEL SLAB IS IN PLACE AND PROPERLY ANCMORED . CONCRETE SLA85 SMP.LL BE STAMPED ON EACH MEM6ER . VAIL�
PROPERLY CURED .
� , PIYNAOD DECK nN0 /OR ORIENTED STRAND BOARD . Q �
F . CENTER ALL FOOTINGS UNDER WALL$ OR COLUANS OR GRID LINE$ UNLESS NOTED 7 , PANEL THiGKNESS SHALL BE AS SHONN ON THE ORAWiNG . APPLICATION SMALL C O LO1v�DO
O7MERWISE ON PLANS . BE IN ACCORDANCE WITH RECq.MENDAT10N5 OF THE AMERICAN PLVMpOD
ASSOCIATION .
G . CONTRAC70R TO PROVIDE , AT HIS EXPENSE , FIEL� DENSITY TESTS ON COMPACTED 2 , EACH PANEL SHALL BE IDENTIFIED WITN THE GRADE - TRADEMARK OF THE
FIL� UNDER FOOTINGS AND INTERIOR SLABS - ON - GRADE . AMERIC.�+N PLYNOOD ASSOCIATION AND $HALL MEET THE REQUIREMENTS OF
U . S . PRODUCTS STANDNRD PSI , LATEST EDITION FOR PLYNqOD . A� L PANELS
H ETINSPECTED PRGIORETO P ACEMENTVOFIANYIFIL�ORECO�ICR�ETEHAT CONDITIONS MAY NMICH HAVE ANY EDGE OR SURFACE PERML4NENTLY EXPOSED TO THE
WEATHER SHAL� BE OF THE EXTERIOR TYPE .
3 . FOR FLOORING USE 3 /4 " TkG STURD - I - FLOOR SMEATHING GLUED AND NAILED DETAILS
I , FOR SOIL DRAINAGE REOUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS . WITH 10D NAILS AT 6 ON CENTER ALONG PANEL EDCES AND /�T 12 ' nLONG
INTERMEDIATE $UPPORTS .
4 . SLAB ON CRAOE 4 . FOR ROOF USE 5 /8 " ( 40 /20 SPM1 RATING ) EXPOSURE I SHEATHING NAILED
WITH 10D NAI �S AT 4 " ON CENTER ALONC PANE� EDCES AND AT 12 " AIONG
A . THE PREPARATION OF THE SUBCRADE FOft THE SL �18 � GRADE SHALL BE IN STRICT INTERMEDIATE SUPPORTS .
AGCORDANCE WITM TME PROJECT SOILS REPORT REFERENCED ABOVE . THE 5 . E%TERIOR WAlLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE I PLYW000 OR
o CONTRACTOR SHALL DIRECT OUESTIONS REGARDINC THE SUBCRADE PREPARATION 058 SNEATHING NAILED W � TH Btl (OR tOd ) NAI �S AT 6 " ON CENTER AIONG PANEL
N REOUiREMENTS TO 7HE GEOTECHNICAI ENGINEER . EDCES AND 12 ° OP1 CENTER AT INTERMEDIATE SUPPqFiTS . ALL PANE� EDGES SHALL
v 8 . MOVEMENT OF TME SLAB ON GRADE MAY CAUSE DhMAGE 70 AfJYTH WG CONNECTEO BE BLOCKED .
6 . FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
x TO BOTH THE $�AB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATIpN pERPENDICULnR TO SUPPORTS wiTH END �OINTS STAGGERED .
� �ETAILS FOR PARTITION WALLS , BASEBOARDS , PIPING AND OTHER ITEMS MAV 8E � �SUITABLE EDGE SUPPORT BY USE OF PLYClIPS , TONGUE AND
�Q REQUIRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE GROO LS OLIp NOOD BLOCKING SUPPORTS .
g RESPOPISIBLE MEMBER OF TME DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH I
� THE SLAB ON GRADE �1D OTHER PORTIOrlS OF THE SUPERSTRVCTURE . H , NO00 DECK
>
9 g , CONCRE7E NOOD DECKINC $HALL BE 3 " NOMINAL TAcG CEDAR (E= 1 , 000 , 000 P i ,
J Fb= 1 , 050 PS � ) WITH RANDOM LENCTH CONTINUOUS LAY - UP . a.LL PLANKS SHALL BE END
� A , ALl CAST - IN - PL.^.CE CONCRETE SHALL BE MhDE WITH TYPE I / II PORTLAN� CEMENT , 6MTCHED AND P�L� P�ANKS SHALL BE NAILED TOCETHER WITHIN ONE FOOT OF EACH
STONE ACGRECATE AND SHAIL SATISFY THE FOLLOWING REW IREMENTS: SIDE OF THE END JOINT . END JOINTS IN ADJACENT PLANKS SHALL BE AT LEAST 4 FEET
� APART , AND END JOINTS IN ALTERNATE PLANKS SHALL BE MORE THAN i FOOT APART
.+ F 'C MIX TYPE MA% W/C RATIO X AIR REO � NHEN MEASURED ALONG THE SPAN OF DECKING . EACH DECK COURSE SHAIL BE
� CONCRETE ITEM
� _ _ _ _ _ _ T - NAILED TO TNE TONGUE OF TNE P.DJOINING COURSE M� ITH Bd NAILS AT 24 " ON � I
rv FOOTINGS 3000 p9i STD _ _ _ CeN TH NAILING IN ALTERNATE COURSES OFFSET 15 ° . NAIL EP.CH DECKING
i. 3000 psI STD - - - COURS UPPOF2T WITN 2 NAILS - 1 $TRAIGHT , 15LANTED WOOD CKIN H
FOUNDATION WALLS _ _ _
NINTERIOR SLABS ON CRADE 4500 D � i STD 0 . 45 6R - 8% BE GIUED i ROO JOi T PE TtiE UFn RER ' ECO
� EXTERiOR COrICRETE ( • • ) 40 PECENT GLUE
rv
�^ . • MAXIMUM $IUMP SHALL NOT EXCEED 4 " . I . PREFABRICATED NO00 MEA�ERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AN
� SHALL BE "BCI - JOIST " AS MANUFACTURED BY BOISE CASCADE CORPORATION ,
a B • CONTRACTOR SHALL SAV.CUT Oft TROWE�CUT JOINTS IN SLA85 ON GRApE . JOINT$ ALTERNATES SHALL BE REViEWED BY ThiE ENGINEER , TO BE CONSIDERED ,
q SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTM X 3 / i6 ° ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING , SHEAR AND DEFLECTION
� WIDE 'NITHIN 12 HOURS AFTER PWRING . CARRY ALl SLAB REINFORCEMENT THROUGH EOUAL TO OR CREA7ER THAN THE SIZE SHONN ON THE DRAwING5 . wE8 BLOCKING
o JOiNT . AND BRIOGINC TO BE AS REW IRED BY THE JO15T MANUFACTURER .
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DOUGLAS MILIER DECHANT ARCHITECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1624
AVON COLORADO 81620
�� T970 949 3302 F970 949 5 I 21 �'"7(""'�
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Q ^p ;. . � ,�_ %q� � � � 5TEP o � m � FOUNDATION NOTES :
� � � � � h3' I ' I
" i � i � 4 I I . DATUM ELEVATION EQUAL5 100'-O". RE : ARGH. FOR AGTUAL
I 4'- II I/2" �I � � f ✓ � � / I r '� `i' � ELEVATION.
. 6
_ ( � i � I � � . [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELE�/ATION.
WALL�\ WAL I � � � ��� � �
dJ STEP \ STEP �- " � SIMPf�ON � 'I I 53.0 3, (XXX'-X"I INDIGATES TOP OF FOOTING ELEVATION.
[I '-3" �/ERIFY \ I HDSA � ? �
ry _ J , _, I '� � 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS L19TED IN 501L5
ITH ARGH.] - [qH'-D 3!4 "] � � 97 '- . !4 " � � 8 I I REPORT.
: " � 98'-O 3/4"
� � � I � _ 5. GONT2AGTOR SHALL PLAGE (3)-p5 VERTIGALLY FULL HEIGHT OF
_ _ _ _ _ � T TOP OF p WALL AT HIGH SIDE OF ALL WALL 5TEP5 HIGHER THAN 4 '-O" IN
� � I 10 ) FOOTIN6 SLAB 5 -6 �;, � ADDITION TO WALL REINFOFZGEMENT SHOWN OTHERWI5E.
� l 2'-�°- --� (95'' � i STEP �
� I/2 " 10„
3p *_ �j Q 6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF
/ � 1� _ � T � _ _ � I �, I PLYWOOD FLOOR SHEATHIN6.
FOOTING - - - FODTIN6 �. FOOTIN6 ELEVATIONS SNOWN ARE MAXIMUMS AND MAY NEED TO DATE ISSUE
I ��� � NENI. FOOTIN6 WITH �5 AT I -- I I BE LOWERED DUE TO SO�L GONDITIONS. VERIFY GHAN6E5 WITH
STEP � (EXISTINGJ }.�-p'�°gAGH WAY BOTTOM 2 �-6 " -O" I li ��: � STEP STRUGTURAL EN6INEER.
� Ofa FO�ITING Q (EXISTINGJ I I GONNEGT GONGR�TE FOOTINGS AND WALLS 07-21 -06 BID $Ef
MATGH EXISTING �` - it) . . . � -� ' � T '� I �+ TO EXISTIN6 FOOTIN6 AND WALLS WITH b5 AT B. PLAGE SLAB ON 6Rf�.DE ON STRUGTURAL GOMPAGTED FILL OR
07- I &06 PROGRESSSET
FOOTING ELEVATION � ��� ./ _ (qb'-O 3/4 'J � m . . .. . � \I I '-O" EPDXIED b " INTO FOUNDATION WALL NATURAL 6RADE A5 OUTLINED IN 501LS REPORT.
98'-O 3/4" � _ — — , ,< -, � � I (TYPIGAL 4 PLAGES) 07-2&06 FINAL COORDINATION
m Q 1 � I , �� ...� I 9 . UNLESS OTHERWISE NOTED - ALL SIAB ON GRADES ARE 4 " THIGK
I TOP OF ?� ' ■ _ _ / . , � I y,�LL WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIG. 02-06-07 PERMITSET
� - SLAB '� � �I I i ' / I I � - - � I - . � I STEP
"i � � - - „ ., �" 10. Pf10VIDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN 03-26-07 i CDSEf
TO ENSURE FROST PROEEDGTION � � ' � _ � / �� � I ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT
OF ORI6INAL FOUNDATION 9 �-�" EXGEED Ip0 FT ?
: �. .. ' ��.� ,
Z �p I � ' � ' II . GONTRP.GTOR TO GODRDINATE ALL DIMENSIONS AND DETAILS
II � I (q9 '-H" M X. m
TOI� IOF FOOTI �G F.V.) � Q � _ - � / _ . � 3 WITH ARGHITEGTURAL DRAWIN65.
X �Jl W Z ar � ; III � m _ 53.0 Q . 12. GENTER FOOTIN65 UNDER WALLS AND GOLUMNS UNlE55
- I-
W EzW � -�- -- - { I � � - - -
� I� � � I ` � r. _ _ _. _ _ _ � DIMEN510NED OTHERWISE ON FOUNDATION PLAN.
W � � �� I . � I �- -� � 1 3 . R E F E R T O A R GHIT E GT URAL DRAWINGS POR STAIR FRAMING DETAILS
I L�J � . -. ,- - . � �.
I03 6
Q T [ "7
53.0 � - - _ . . ANDIN6 SLAB ELEVATIONS.
II I
} J � - � �� � .. . � I AND L
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_ L� _ . _ . _ 5 F IL I � I I-- . _ -_r- � -- I - - � - - �_� � � i ' �9q ,_4„� I � 14, ALL StTE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER
-- - --- - � (EXISTING) � _ - _ _ _ _ _ ARGHITEGTURAL LANpSGAPE PLANS, DETAILS AND ELE�/A710N5.
SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS
_ WALL ! I� /� NOTED OTHERW15E .
100' O" FOOTING
TOP OF STEP I STEP I5. ALL EPDXY ANGHORS SHALL BE HILTI HIT t�4 I50/HIT - IGE INJEGTION CD SET
. _ - - - - EXI�TIN6 SI.Ai� — -- -- - FOOTING ,� �}+ I ADHE5IVE ANGHOR. IN5TALL PER MANUFAGTURE 'S INSTRUGTION ALTERNATES
_ . I � STEP 0 i .p SHALL HAVE EQUAL OR GREATER GAPAUTY AND SHALL BE SUBMITTED
� � � I TO THE ENGINEER FOR REVIEW PRIOR TO GONSTRUGTION .
I � � � � 0 �
-
� � ^ 53.0 � � �
r Q 2 MARCH 26, 2007
� � 53.0
� EXISTIN � 3'-3"
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SLAB � O .
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STEP . _ . . � FOOTING n � i� q �;m
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FDOTING , .. � . .
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��+ STEP r
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- ° ROOM ADDITION
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DOUGLlS MILLER DECHANT ARCHITECTS
SHEPHERD NESOU0. CE5 INC / AIA
� POST OFFICE BOX 1624
AVON COLORADO 81620
T970 949 3302 f970 949 5121 ("(�
� �
a° GHAN6EiN WWW . SRIARCHITECT . COM I..J
� � � b �2 DEGKING
DIREGTION
P�O� Ov
`1.P�P g" NOTGH BOTTOM OF 6XI0 AND
�yq �PR.�' \��p ��QO � PAGK 50L D BETB EEN TOP OFGE,
�y�� �-(`/'� . AQ 6J( 10 AND BEAM TOP FLANGE AND WOOD FRAMINCz NOTES : Q
�. �I SEGURE WITH (2)-3/4"m THRU-BOLTS �
4 �� � � , ti FROM 6XI0 TO �'�EB OF STEEL BEAM.
� I . ALL WOOD FRAMING JOISTS SHALL B BGI/90 YPE J01575 AS
pE � . �2 '� \ �� MANUFAGTURED BY BOISE GASGApE G P IDN. ALTERNATES
� � 27��2 P �� SHALL HAVE EQUAL OR 6REATER GAPAG AND SHALL BE ^�
- 1�' � 13�� � REVIEWED BY THE EN6INEER OF REGORp.
��A," y3,0 • 3X TRG DEGKINC�
��"� b?�� .. ..- � "/-�p � � 2. "V.L." INDIGATES VERSA-LAM BEAMS, A5 MANUFAGTURED BY BOISE ��-�
6 j¢� 0 ". (3����\2 � � \ O 6REATER GAPA��T SNLISTED RN THE STRUGTVRAL 6E ERAL E OR
Ov 3� � ., 0G� •` GHAN6E IN DEGKIN6 NOTES.
9 J�N ;,a
3, ��\2 2�6 G��'�py x\Qr,.. DIREGTIDN
3. Q INDIGATES GOLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTE
. � y�, \� tV �.I i INVERTED SIMPSON HU ON PLANS.
(((3� N�� O�� \'� HANGER SKEWED
� � k" 4, � INDIGATES GOLUMN UP AND DOWN UNLE55 IT BEARS ON
� �P,G � (?.�� P \ 3X TiG DEGKIN6
GHANGE IN DEGKING �` GONGRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONL .
DIREGTION 2 \�A� �'J I �I
� Q g, � > INDIGATES TOP OF BEAM ELEVATION OR PLA7E HEI6HT ELEVATION.
- ��j " \'y„ OG��• �
P� ao
3X T4G DEGKING " (���G h.�VO g. �—' INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING
` '(� � I <IOT-q 3/4"> TYPIGAL ELEVATION.
ALL 6XI0
��\�Pr�OPNGER ��p�3 12�� �/qp I -7 . HEADERS SHALL BE (3)- 2X10 UNLE55 NOTED OTHERW15E . ALL
� 2 �� tn2 AT I '- " bXIQ� HEADERS SHALL BE BUILT C7UT TO 5 I/2" �3 I/2 '�) WIDTH BY
5'NB GOLUMN s@ 2 ADDING PLYWOOD SPAGERS AS REQUIRED.
53.1 � I � ° I/QO
2X6 A I '-4 " y3� 53.1 3 ry I
'°' �-`ti� 8. ALL GOLUMNS SHALL BE (3)-�X6 UNLE55 NOTED OTHERWISE.
exrer�io w.�+��; w�ox2� , �
- - � - O DOUBLE ANGLE 53.1 0 � I A . WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR
� � � i - X� SHEAR GONNEGTION TO FLOOR OR FLOOR TO ROOF . TRIMMERS SHALL BE ADDED TO
WITH C2)-3/4"m THRU- 3 NOTED GOLUMN SIZES AS REQUIRED.
� I� BOLTS EAGH LEG � -2X�' r�7-T1 DATE ISSUE
' Ir _��. /� IRI�, � ry G LUMN 10. (�L�L-a �NDIGATES INTERIOR BEARIN6 WALLS. FLOOR JOISTS
OU
� , - 1 2 " BGI/90 g HE A R G ONNEGTI � L BEARIN6 LOGATIONS SHALL LINE UP WITH 5TUD5 BELOW.
4 07-21 -06 Blp SEf
, �� WIOX 5 Xb
1� ii � II
. I ry AT I -4 H11TH (2)-3/4"m THRU-
I� I � BOLTS EAGH LE6 � „ ��q� r , II . ALL EXTERIOR WP.LLS SHALL BE GONSTRUGTED USIN6 2 p7� � 8-06 PROGRESSSEf
I '- 4" ry � �,�/q0 5TUD5. REFER TO EXTERIOR WALL DETAIL5 FOR ADDITIONAL
I/4 " STEEL SADDLE �" i1 INFORMATION. EXTERIOR 5TUD5 GAN BE SPAGED I '-4" FOR Q7-28-06 FINALCOORDINATION
WELD TO STEEL BEAM - � P` WALLS 5HORTER THAN 10'-O" .
,,..
BEA2 oN - - 02-06-07 PERMITSET
� � LEDGER . �� � � � I 12 . ALL BEAMBEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE
12 " BGI/QO (3)- � � ° LVL 12 ' U/¢I �
MADE WITH SIMPSON STEEL PLATE GONNEGTORS UNLE55 NOTED Q3-Z6-07 QCDSEf
AT I '_4" . � ' `... � A '_4" I OTHERW15E.
i . � 10'1 ,_ � � ��
'I . ' �j� � � I � TOP OF i3 ROUGH OPENINGS I�N WO DWST D WARLLS. GATION AND SIZE OF
, , 53.i i . ' � � �Z � 53.1 . I I PLYWOOD 9
" �' ' � 4jl" ��� .. 6x6 KIGKER 53A 14 . RE : ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR
� � l � 6xiC,�1`
I , I . ����, , Q FRAMINGD�TAILS.
_ i
GOL MN 5 \�, � � EX ERIO ry = 15. ALL EXTERIOR WALLS SHALL HAVE GONTINWUS STUDS FROM
-_. _ _ , 93.1 ; �� WALL X � 2X12 FASGi.4 FLDOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAKE WALLS).
ry _
�- - .. �� IGATE S AN EXISTING GONDITIDN TO BE FIELD VERIFIED.
Q ' V " IND
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I .
THOS
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, _ . ��� � I IF EXISTIN6 GO
NDITION5 D
IFFE
R
FRO
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HOWN
53.� I�I! rJ °°`\
j; '; O�� � .,I �-� , � , INDIGATES FULL PENETRATION MOMENT GONNEGTION.
; CD SET
- ' O ALL BGI JOIST HAN6ER5 SHALL BE SIMPSON L55U U.N.O� ALL NAIL
N W Ib. WITH
� � .. _ _ j�� E.i(ISTI E
/ , , X (2)-2X12 ALL WOOD BEAM HANGER5 SHALL BE 91MP50N HU
�/� HOLES FILLED U.N.O. THE GONTRAGTOR 15 RESPONSIBLE FOR
�i I �
�� ��q �_4�� I -� m DETERMINING GORREGT SKE F LL A
\ \� TOP OF EXI9TING -� `
�q • INDIGATES TIM�ERS THAT 9HALL BE DRY GEDAR TIMBERS Q
PLYWOOD � NO. I 6RApE(Fe = Q15P9� .J � MARCH 26, 2007 � '
.. . I, III - - - �...
�
- ?- - _
DoU�vs MiuFrt DeCHnr�i AacHl7ECrs
SHEPHERD RESOURCES INC I AIA
POST OFFICE BOX 1624
PROVIDE STANDARD
HOOK 2X4 FLAT BLOGKIN6 RE : ARGH, A V O N C O L O R A D O 8 I 6I 0
(2)-�5 GONTINUOUS 2X6 TREATED PLATE
AT 4 '-O �^
NEW 4 " 9LAB-ON WITH I/2 "G' X 10" EXTERIOR WALL BETWEEN SLEEPERS T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 S I 2 1 ,
I/2" 150LATION ANGHOR BOLT WITH SHEATHING STANDARD HOOK
JOINT GRADE WITH WWF AT 2 '-O" 3X PLATE ON TOP OF ` �
ON 4" GRAVEL BASE RE : PLAN WWW . SRIARCHITECT . COM U
RE : PLAN 6" MAXIMUM TIMBER AT INTERIOR
EXISTING SLAB STONE VENEEf2 bXb GEDAR
RE � ARGH. � WATERPROOFIN6 (F = b'i5p5�)
Q MEMBRANE i KI DEGK P05T
. (2)-x5 GONTINUOUS W 2X RIPPED SLEEPERS °
- (.e • } __ � __ _ } _^ � - , a a J AND DEGKING r � i
• �o :�o .. o...o ,.p �., oe .� :.p:. o.•'0 :�0 •. � � . od.° � 0•SO•r.° • 0•: or.° O�: oa. � � �a . V RE , ARGH. �
���oCi�;�.4cV� ��q_oCl� �l,qclj( o°.D,�Q'Qo9.0 �'Oo°.Q�Q'Oo°. . _ , a . a a �i � �i Y
�II°°fi�� I -f11=111 III 111=1�� tl m FLOOR �
II III II III II II-II � Q e � SHEATHING i I � Q
� _ � �_m I�r- a5 AT I '-O" VERTIGAL _ _ � ° . ,
n ,d I
[RE , PLAN -1 -IIL� II-II� �' RE: PLAN , � I C�1
�. , . , . . � � F i i
' 11 I-111--Ifl-- � a � � 1 I
Iu=1IP .. , . � R( I
iliC=111_ ' P ° � � , �� ° � °� -3/4 L..1�.J
�
a i � i I/4" 57EEL KNIFE
SAWGUT TpP OF -=1�' ` 2 �� p5 AT I '-4" HORIZONTAL , L4X4X3/8 WITH � ' ° � �
, pLATE WITH (4
EXISTING WALL TO �� � � a5 AT 2 '-O" X �i �—� 3/4 "m X 6 5/8" ° - THRU BOLTS
NEW WALL ELEVATION EPDXIED 6" = EMBEDMENT EPDXY � � • , ' a , • � II GOUNTERSUNK I "
INTO EXISTIN6 ANGHOR AT 3'-O" ,, , e � . • , • � ' - . - - ' - - - - ' - - MAX. AND PLU6GED
FOUNDATiNG WALL ' � ° ' � II,II 3/4" X 5 I/2 " BASE
EXISTING FOUNDATION —� a • � a • y TO
WALL AND FOOTING I � �� ' � � � ° ° TYPIGAL FOOTING � ° PLATE WITH (2) 3/4"N
p5 AT I ,_O" X J � _ "• �" e•a , . , a REINFORGEMENT • - � - • - � • - �` - - - Il�i X G " LAG BOIT
i 0 _
I/2" ISOLATION 4„ � I I I/2" � �� �� ��2�� TIMBER BEAM
� JOINT EDGE OF �
FOOTING Qr STANDARD -� 1 � � BARS TO MATGH
4�" SLAB-ON-GRADE TENSION LAP TYPIGAL FOOTIN6 3X TiG
WITH 1NWF ON 4 " �� a W REINFORGEMENT C2)-ROWS OF I/2 "m pEGKING
THRU-BOLTS AT I '-O" a �
�Ra,VEL BASE TIMBER
RE : PLAN OUTRIGGER
, II�I" _ _ p5 AT I '-O" m FOOTING DETAIL FLOOR JD15T RE � PLAN
��.
� TYPIGAL STEPPED STA��6
-;-1� -= - ���l,;,i
� �_ � ��-
= �� _� i _�. i _ i_ . RE : PLAN WITH
.•a0 :•0 •. °. ••0 :�0 '• °••'a :•0 '. °o•�a :�0 •. � � GT I OI `1 � WEB r'AGK FULL RIP BOTTOM OF
O. .o ` ° • LENGTH OF TIMBER TO BE
o 'OQ4o0'� �.°o0O00,qo0' e OUTRIGC' ER FLUSH WITH FLOOR
� � G T I O I `� � � ' � • � ° . ° � , 3/4' = I '-0" JOISTS AT INTERIOR
O a a ° RIMBOARD EXTERIOR W.4LL
i BLOGK I N6
_ < ' I ,° n � a � k WITH SHEATHING
3/4" = I ,_�,, i a a < • + ' , � II u'i
_I _ _ � NOTE : ALL SLEEPEF25
SHALL BE STAGKED ON �.,�ATERPROOFIN6 DATE ISSUE
RE : PLAN TOP OF FLOOR J015T5
RE � ARGH.
07-21 -06 BID SET
EXTERIDR WALL I/2" ISOLATION .IOINT � � � T I � I `� �
WITH SHEATHING 07- I &06 PROGRESSSEf
� � � � I O � � 4" 5LAB-ON-GRADE
WITH W.W.F . RE : PLAN 3/4' = i '-O" 07-2&06 FINALCOORDINATION
WHERE EXISTING WALL b" MAX. STpNE ON 4" GIZA�/EL BASE 02-06-07 PERMIT SET
EXTENDS ABOVE SLAB - 3/q^ - I '-O" VENEER RE � ARGH.
SAW GUT TOP OF WALL NEW INTERIOR RE : PLAN I
TO Ip0'-O" BEARING WALL WI(H I 2E4� X 10' ANGHOR 03-2b07 QCDSEf
�X6 TREATED PLATE
2X6 TR.EATED PLATE I/2" 150LATION BOLT AT 2'-O" WITH I/2"m X 10"
WITH I/� "m X 10" ANGHOR � - - - JOINT ANGHOR BOLT EXTERIDR WALL
BOLT AT 2'-O" � AT 2 '-O" WITH SHEATHING
� NEW 4" SLAB-ON ,
6RADE WITH WWF �i �� a -r � � a�— a
EXISTING 5LA6 —� � E (a�)-�5 GONT. e • b" MAXIMUM
� i ON 4" GRAVEL BASE _ � � �: O: oe.° O�: or.° • O�: or.° O�: o: • STONE VENEER
RE : PLAN � • 9,0, 0'Oo9.0,�Q'Oo.°.�,Q'Ooi°.�.� RE � ARGH.
� RE � PLAN
2X BLOGKING I- II en III-II C2)-�5 GONTINUOUS
.a -- a — a — : �� r �I,nll ___ � 2 I/2" X 5 I/2" • -
� a BEVELED PLATE . BLOGKOUT �
..c� : �0 °. ° . °•aL0 °. °. •aa ; -0 � O ..oL.O °. ° O�: oo.� 0•: o�e.° • 0•: o•e.� ° 0•: os. 9 _
p�: _• 7c�o ' �:'(7�o��`ihO'('���.°00. �Oo.°.0, �'D 'o°.0,0'Oo°.0,0'Oo°.0,� I -rr� f—�V
. L��� " �` � � � II� 711=11 11=11EI_If -
� II I � 111=11 � ROOF SHEATHIN6 L4X4X3/b WITH AND HORIZONR�IGAL
ll-�l I -�r EXISTING WALL AND — 3/4"4> X 6 5/8"
;IIIII II II� BEAM TO REMAIN IOd NAILS AT 6 "
EMBEDMENT EPDXY CD SET
�X BLOGKING Z ANGHOR AT 3'-O" ° r a5 AT I '-4" VERTIGAL
F AND HORIZONTAL L4X4X3/8 WITH
EXISTING FOUNDATION - � 51MIx.�ON L95U -- - 3/4"m X 6 5/8"
WALL AND FODTIN6 HANGER 51MP50N A35 GLIP
AT I '-4" �i ° e � EMBEDMENT EPDXY
ANGHOR AT 3'-O"
Q
EXISTING LEDGER p0 NOT OVERGVT
NOTIFY EN6INEER IF BIRDSMOUTH �
a�G'R1A� GONDITiON _-11 O a II`—� ° a I MARCH 26, 2007
I/2 " ISOLATION �5 AT I '-4" X J m �
DIFFERS � ,JpINT 4 ED6E OF
II I v
,._rl FOOTING
�`,III- � _i L=� i��� 2X12 FASGIA GONTINUOUS RE � PLftN � ° ' � 4" SLAB-ON-6RADE °
�i�_� ii.- �� ' �i '-i ' � � �— WITH (3)- 16d NAILS TO , (2)-�5 GONTINUOUS WITH WWF ON 4" �
i� EAGH J019T � I � ��" �RAVEL BASE
� � • - �I RE: PLAN �5 AT I '-4"
� � - D
� . .� , — - - � � � ,
- - o � � .
ROOF JOiST a5 s�T i �_4 " X N RE: PLAN x -5� , �' T • � O�9
.—•.a �rt — R— W
� � Cj I I O I � 11 RE � PLAN V 4 . ' O
b�� .•d0 .•0 ' �.•d0 .�0 '. �. 'O .�0 '. �. d0 .•0 . • �T
BEAM IN PLA G E O F i N A L L * �.�.4 0 0. OaoO� �.°o0OO.4o0 iF .
3/4 " = I '-O" AT SIMILAR � � C T I O I `� � ' � � a _ • •
a
EXTERIOR WALL o ,� ° �5 AT I '-O" '�r pN •:Q,OO
WITH SHEATHING 3/4' = I '-O" O ° a° � •
NEW INTERiDR BEARING • ° ��F �O,'�
WP�LL (IN PLAGE OF
EXISTING EXTERIOR ��.. ��II _�� I �
WALL TD BE REMOVED) '�I��I-
RE� PLAN
� I 3' -�" PROJECT: 7100
� � G T I O � `� � - a5 AT � .-4.� x ol----- ;� � G T' f ON 2
100'-O" SEE GE ERA2L NOTES (V
TOP OF ��4 � � -� 3/4 " = I �-o�� O LSO N
BEFORE BAGKFILLIN6 4" SLAB-ON-GRADE
EXISTING SLAB
WITH W.W.F. RE � PLAN RECREATI
ON 4" 6RAVEL BASE
} (UNKC7WN EX15TING #5 VERTIGAL (TYP.)
RE � F�LAN a5 VERTIGA� CTYPJ ROOM ADDITION
FOOTING ELEVATION) I/2" ISOI.ATION JO�NT
' • o� : o�d: ° o� : �e° °_: o� : es: Ri I '-O"
)°Qs°,Q��°?d�,U"„( 7Q�i�,Qf - �
EXTERIOR SLAB-ON '� �4
i � j__ � NOTGHES IN LADDER GRADE � �O [
� I/2" ISOLATION FRAMING .
�
_ JpINT RE� ARGH � . . � �
� � r < LL 4 " SLAB ON GRADE WITH (2" MAX. DEPTH) IOd NAIL5 AT b" � . • ° . °° ° ' � ° .
� 4�� 6RA�/EL BASE . oc• O�. ob• . 0•: os• . O•. Ob' . _ar — SUNBURST DRIVE
5HIM AND DRY PAGK-f? RE � PLAN RE: PLAN 2X6 BLOGKING AT 2'-O" SIMPSON A35 GLIP .•ao :�0 •. °• •0 : 0 •. °. •0 : 0 '. °. '+0 :�0 •. o.°.�ayo�oo-oo�.oaoo�. . .. � � , • e
AS REG7UIRED � F . WITH (3) - I6Q NAIL5 TD AT I '-4" �O.�oO���.°00��.�°00� .0°00'. a• �"[jl°' I -� I o` �
_F _ ` _ � _ i _ � LADDER FRAMING (21_p5 NTINUOVS , ����� I '_ � ° � VAI L�
- TOP OF I-111-111-111-I
a NEW SLAB EAGH END ROOF SHEATHING � -�jf= -1T°I_If� ' • ° •
(2)-�5 GONTINUOU5 • oe,° . p.; o,,0 0•: oe.° 0•: o•r. �I II11�11u�11 ' � �
AT TOP AND BOTTOM '�o. , OOoP.0,O0oa.0,�'Oo°.�� . COLORADO
-11 . pg qT I '-4" VERTIGAL � • HORIZON7AL n r
�1 =II�-`-r� - AND HORIZONTAL �
b" �II-� � ? II� � • ° ,� . REMFORGEMENT
� p3 STIRRUP5 (40K51) F � I (TYP.)
�I- AT I '-4" O RE � PLAN p5 AT I '-4" X L
ry
a 6 �• DETAILS
S � � � I 01�1 12 =1" � ��
0 3/4 " _ � ,_�,� - .
0 �
w NOTE : UNDERPIN EXI5TIN6 ' ts�-#s cor+T. GORNER INTERSEGTION
� FOOTIN6 AS SHOWN IN _ _
� 4 '-O" MAXIMUM SEGTIONS " - - � CORNER DETAIL
g WITH 8'-O" MAXIMUM EXISTING 3°-O"(MAX RE � PLAN
� FOOTING EXPOSED EXTEND
,'P HORIZONTAL REINFORGE TO RE : AR . RE� PLAN � � G T I O �
� MAKE GONTINUOUS.
� WOOD BEAM S � C T I O N 3/A" = I '-0"
RE � PLAN
a
2X12 FA�'-�GIA
m
ROOF .101ST 3/4' = I '-O"
N
2XI2 BLOGKING RE � L
� SIMP50N U HANGER � � • O
$ EXTERIOR WALL WITH
SHEATHIN6 LADDER Ff2AMIN6
C RE : PLAN
�
N
M
Q � � GTION 9
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� � DOUGLAS MILLER DECHANT ARCHITECTS
SHEPHERD RESOU0. CE5 INC / AIA
EXISTIN6 EXTERIOR SLEEPERS SHALL BE
WALL STAGKED ON TOP OF p O S T O F F I C E 8 O X I 6 2 4
WATERPROOFING JOISTS
EXISTING FLOOR MEMBRANE A V O N C O L O R A D O 8 I 6 2 0
SHEATHIN6 �X RIPPED SLEEPERS FLOOR SHEATHING
�. - AND DEGKI NG RE . PLAN T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 ("7�
EX15TING RIM BOARD RE � ARGH. I \
� EXISTING FLOOR J015T WWW . SRIARCHITECT . COM U
I
100'-O" WGOD GOLUMN
TOP OF RE : PLAN FLOOR SHEATHIN6
EXISTIN6 SLAB
- - - - - - - - - -
DEGKING OMITTED
TOP OF FOR GLARITY
} EXISTING
(UNKOWN EXISTING FOUNDATION
� � FOOTIN6 ELEVATION) I I/2 " UNDER
o� ; c,e° p ° o�; o> . ° O�: oo^ . � FLOOR JOIST
�°'J 'c°.QQOo�.���QG?oP.Q . - W 2X6 TREATED PLATE FIELD VERIFY
�;i-�i 0 � wirH v2"m x io" _
I� � ANGHOR BOLT EAGH -
W 51DE OF GOLUMN p m I II ,,.,I', II' - FLOOR JOIST ^�
� -R IL 4" SLAB ON 6RADE \ 5LOPING I )
(V SLOPING `.�7EEL BEAM RE . PLAN u
WITH 4" GRAVEL BASE RE � PLAN WITH
d ° O � �� ' i� - X RIPPED TOP PLATE R TE�,RPROOFING
SHIM AND DRY PAGK � a RE : PL N RE � PLAN 2 ,
AS REQUIRED WITH I/2 "m BOLT9 RGH.
Z Z , e , . I I/2 " " I/4 " X 8" BENT STEEL AT 2'-O" STAGGERED
� F � Y t �. ��_ TOP OF
NEW SLAB NEW 2X PLATES HANGER WITH (2)-3/4"m
I/2 " ISOLATION - ' .; p` AND SOLID THRU-BOLTS IN BEAM � I
.KIINT O O , e . Oo°.0 GON7INUOUS SHIM � � �j T I O I `1 �
� F a � LVL BEAM RE � PLAN LVL BEAM RE : PLAN
3/4" _ � ,_O�•
(2)-�5 GON7iNU0U5 ° � REINFORGIN6 5KEWED
AT TOP AND BOTTOM - -
=iii- •_�= - RE : PLAN
��i-i = ir"'i � �j I/4 " BENT STEEL 5ADDLE
(SKEWED) WITH (2)-3/4"m NOTE � ALL SLEEPERS SHALL ��
u3 TIRRUP9 (40K51) THRU-BOI-TS IN L�/L BE STAGKED ON TOP OF
BEAM FLOOR JOISTS
AT I '-4"
�" RE� PLAN
� � C I I O I `1 � FLOOR SHEATHING
WATERPROOFING 2X4 FLAT BLOGKIN6
S � G T I O N g MEMBRANE 2X AT 4'-O"
3/4" = I '-O" gETWEEN SLEEPERS
RIPPED SLEEPERS
AND DEGKI
RE : A .
3/4 " = I '-O" I
NOTE � VNDERPIN EX15TIN6 DEGK FRAMING DATE ISSUE
FOOTIN6 AS SHOWN IN I /4 " BENT STEEL OMITTED FOR
4'-O" MAXIMUM SEGTIONS SADDLE WITH (2)-3/4"� GLARITY 07-21 -06 BID $ET
WITH b'-O" MAXIMUM EXISTING THRU-BOLTS IN LVL
FOOTING EXP05ED EXTEND BEAM 07- I &06 PROGRESSSEf
HORIZONTAL REINFORGE TO IL
MAKE GONTINUOUS. Z � 07-28-06 FINAL COORDINATION
- F � 02-06-07 PERMIT SET
� _ N � poR JOIST 03-26-07 Q CD $ET
w
� � LL STEEL BEAM RE : PLAN RE : PLAN
�. � _ WITH 2X RIPPED PLATE SKEWED WITH WEB
.9 WITH I/2"m THRV-BOLT STIFFENERS
� i �2 „ _ nT 2'-O" STA66ERED SIMP�,,ON LSSU HANGER
_ AND SOLID WEB PAGK
WITH I/2 "N THRU-BOLT WATERPROOFING
AT 4'-O" STAGGERED RE : ARGH.
L4X4XI/4 WITH 3/4 "m LVL BEAM
BOLTS AT B" AND WI1'H RE : PLAN /'+ /�
3/4"m THREADED �"1 � ( T I O � 2
RODS s�T EAGH 5TONE �/4 " X b I/2" STEEL �� �� ��
PLATE WITH 3/.¢" = I '-O"
(3)-3/4"m (X 3 3/8"
EMBEDMENT) EPDXY
WOOD HEADER Illi '� jl ��� I� ANGHORS �
RE � PLAN GLUE AND �� � �' ' EPDXY EAGH STONE � � �j � I O I `� "/ CD SET
NAIL TOC`�iETHER Tp THREADED ROD
3/4" = I '-O"
FLOOR SHEATHING 2X4 FLAT BLOGKIN6
WATERPROOFIN6 AT 4'-O"
� � `/ � I ON I � MEMBRANE BETWEEN 5LEEPER5 '
2X RIPPED SLEEPERS MARCH 26, 2007
AND DEGKIN
3�p �� _ � �_p^ STEEL BEAM RE� A . I
RE : PLAN
I /4 " X 4 " BENT STEEL
PLATE WITH (2)-I/2 "m
`f THRU-BOLTS O'J�. � � -��\
FLPOR FRAMIN6 � � �
OMITTED FOR �
GLARITY WOOD GOLUMN � • �� ���
RE � PLAN
* '�
TOP OF i SKEWED LVL EGK JOIST � �¢`'''^
EXISTING / I J015T RE � PLAN U5E 2XI2 IN PLAGE OF N �' F: ,y
PLYWOOD I BGI AT JDIST SUPPORTED � .S , , ' Qy
\ DEGKING, EGT, NOTGH TOP OF BY STEEL BEAM THIS �. � y(�'
12E : PLAN `� OMMITTED \ LVL 2 V2 " MAX. SEGTION ONLY CO
FOR GLARI7Y \ � � � q� t � � I � DO NOT OVERGUT
I
i I I I � 2X BLOGKING BETWEEN — SIMPBON L590 GLI
3/4" = I '-O" LVLS WATERPROOFING
- � -- REa SEGTION I/53.0 RE : ARGH.
FOR DEGKING ATTAGHMENT 2X PLAI'E AND SHIM
� WITH I/2"m THRU-BOLTS PROJECT: 7 � �
/'� AT 2 '-O"
, STEEL BEAM RE : PLAN O LS O N
EXISTING FRAMING � TIMBER BEAM WITH 2X RIPPED PLATE NOTE � ALL SLEEPERS SHALL
AND FOVNDATION WITH I/2 "m TNRU-BOLT BE STAGKED ON TOP OF
_ _ _ _ — _ - �— - - RE � PLAN NOTE � ALL SLEEPERS SHALL AT 2 '-O" STAGGERED FLOOR J015T5 RECREATION
BE 5TAGKED ON TOP OF AND SOLID WEB PAGK
FLOOR J015TS WITH I/2"m THRU-BOLT ROOM ADDITION
�=- _ �a�'� , 6X6 GEDAR (e = 8�5peU AT 4'-O" STA66ERED
/ � I DEGK POST
.. bXb BRAGE I/4" X 4 " STEEL KNIFE
, WATERPROOFiN6 � � C T I ON 3
H_ PLATE WITH (4)-3/4"m RE : ARGH.
(I)-3/4 "m THRU-BOLT THRU BOLT GOUNTERSUNK I �HS
' AND PLW (I " MAX.) 3/4" = I '-O"
� - �' -- -- "4 �� " 6 " ""°E SUNBURST DRIVE
BENT STEEL PLATE WATERPROOFIN6 � : ARGH.
WITH (2)- I/2"m X 3 5/8" MEMBRANE
EMBEpMENT EPDXY �X RIPPED SLEEPERS VAIL�
ANGHOR TO EXISTING AND DEGKING
WALL AND C2)- I/2"m X 3" RE : ARGH. 2X RIPPED SLEEPER5,
LAG BOLTS TO TIMBERS FLOOR SHEATHING,
S � G T f ON 11 2X4 FLAT BLOGKIN6 i WATERPROOFING COLORADO
AT 4'-O" MEMBRANE, 2X RIPPED
BETWEEN SLEEPERS SLEEPERS AND DEGKIN6
3/4" = I '-O" i , _ TOP OF RE � ARGH.
FLOOR SHEATHING � i � EXISTIN6
RE : PLAN i _ PLYWOOD FLOOR SHEATHING
RE : PLAN
� 2X4 FLAT BLOGKING
�i �i .r AT 4'-O"
i BETWEEN SLEEPERS
� RE � PLAN
o �
� i I
P �
X I
� I
� - - - - - - - - - 1 - - �
- I 3/4"
� BEAM WRAP RE : PLAN EXISTING FRAMING ry
P
� 9TEEL BEA AND FOUNDA � �
° RE : PLAN (SKEWED) 3X Td6 DEGKIN6 _
d TOP PLARIEPWED FULL �,yT RE : PLAN WITH 2X
m I/2 "m THRU-BOLT5 PEN� RIPPED PLATE WITH �
� AT 2'-D" I/2 "m THRU-BOLTS I E � PLAN
H AT I '-O" STA6GERED _ SL PI OR
� S3 . 1
o �
I/2 " END PLATE AND 3/4 "G� BOLTS AT BGI BLOGKIN6
� (2)- V2 °m X 3" I '-O" IN FLANGE FOR M
m BEAM WRAP L4X3 I/2XI/4 WITH 2X4
LAG-BOLTS GENTERED NOTE : ALL SLEEPERS SHALL TREATED PLATE WiTH
; IN 2X6 WALL BE oTRAG`�KED ON TOP OF
� ( X 3 3/BU EMBED ENT)
2'-b" AND WITH 3/4"�
S FOUNDATION5T�1 N6
�,,,/ � C T I O I `� � EPDXY ANGHORS AT
p 3/4" _ � ,_O"
� � CTfON
0
� 3/4" _ � �_�„
0
�
g
x