HomeMy WebLinkAboutPlans.pdfA bert Sampson and Tina ROGhoH lak Res IdenGe :25 CORYELL GLENHOOD SPRINGSI COLORADO REVISED CONSTRue TION SET 8=11=12 --ABBREVIATIONS DRAWING SYMBOLS GENERAL NOTES I. ALL i'iORK, MATERIALS,
A)() ASSEMBLIES SHALL c.oMPLY HITH APPLIe.ABLE e.OOE5, ARGHITEe.llIRAL HR HCIR 5HI'IR SHOHER CD~~~~e O!<01NANc.E5, REGLtATIONS, ANO Ac.c.EPTED LOCAL 5TANDARDS Of THE TRADES, AS ANc.HOR
BOL T5 INAC-HEA TlNG,VENT A IR c.oND SIM SIMILAR PLAN, ENLAReED PLAN, ( 100) ROOM NAME AND ~6ER .:2, CONTRAC-TOR SHALL DBTAIN AND PAY FOR ALL REGlJIRED ElJILDING PERMITS FROM MlG AGGREGATE
BASE UlJRSE 10 INSIDE DIAMETER 5G 5GlJARE SEGTlON OR DETAIL TITLE OFFICE AGENGIES HAVING J.RISOIC.TlON, AND SHALL BE RE5POIE>BLE FOR OBTAINING ALL REGlJIRED AlG AIR c.oNDITIONING INS
IN5ULATION SS STAINLESS STEEL INSPEC.TIONS AND APPROVAL5, INc.UJDING FINAL INSPEGTION AND C.LOSE-ClJT. AC-T Ac.<:I.STIGAL GElLING TILE INT INTERIOR 5l1D STANDARD @0 HINDOH KEYNOTE 3.
EAC-H CONTRAC-TOR SHALL C.AREFlJ..L Y 51\DY AND COMPARE THE DRmINGS, VERIFY THE ADA AMERIGAN'S HITH .JAN .JANITOR STL STEEL BUILDING SEC. TION AC-TLAL c.oNOlTIONS AND REPORT TO THE OHNERlARc.HITEC.
T ANY ERRORS, 1NG0N5ISTENGIE5, DISASILI TIES AC-T ~T .K1IST STOR STORAGE OR OMISSIONS Dlsc.oVERED, Fl.RTHERI-'ORE, THE c.oNTRAC-TOR SHALL NOT PROGEED HITH AFF ABOVE FINISH FLOOR .JH
.K1IST HANGER STRUC. T 5TRUC. TLRAL @I 0) ANY i'iORK HHIGH IS c.oNTRAR'f TO THE CONTRAC-TOR'S KNOHLEDGE Of 500D CONSTi<llc.TION AlUM AlUM I~ .JT .K1INT 5U5P 5U5PENDED HALL SECTION DOOR
KEYNOTE 5TANDARDS AND PRAC-TlC.ES AND SHALL NOT USE ANY SUB5TANDARO PRAC-TIc.ES. ANOD ANODIZED LAM LAMINATE SHR SEHER BF BARRIER FREE LAV LAVATORY 5Y5 5YSTEM 0 4. BOTH BEFORE BIDDING
AND BEFORE e.OMMENc.ING CONSTi<llc.TION, EAC-H CONTRAC-TOR SHALL BN ElCIJNDARY NAILING M MEe.HANIc.AL T TREAD @I HALL TYPE INSPEe.T THE SITE FOR c,oNDITION5 HHIc.H AFFECT THE HOI<K ANO
SHALL BE RESFONSIBLE DETAIL SEe. TION BLDG ElJILDING MIIX MIIXIMJM TEL TELEPHONE FOR ANTIc.IPATING THE EFFEC.TS OF THOSE c.oNDITION5 UPON THE HORK. EAC-H CONTRAC-TOR GIVIL MEe.H MEe.HANIGAL
TEMP TEMPERED SHALL INFORM TeE OHHERlARc.HITEc.T IN I'iRITING Of ANY e.HANGES IN OR ADDITIONAL c.o5rs e.AB e.ABINET MFR MAN..!'AC-TURER 14G TON6UE 4 GROOVE QJ APPLIANc.E TAG OF LABOR,
MATERIAL5, SUPPLIE5, EGlJIPMENT, PREMIJMS FOR ALL BONDS AND 1N5URANc.E, Gle. e.ENTER TO GENTER MIN MINIMiJ'o1 TH5LD THRESHOLD $ TIO? TOP OF 7 ELEVATION PERMIT FEE5, TAXES, OR 5UPERVISION
PRIOR TO ORDERING MATERIALS OR PROGEEDING HITH GL CENTERLINE MI5c. MI5c.ELLANEOl8 TN TOE NAIL EL Ib'-o' THE i'iORK, c,J CONTROL .K1INT MO MASONRY OPENING TIO TOP OF S. THE INTERPRETATION
OF ORAHINGS, SPEC,IFIC,ATIONS, OR OTHER BIDDING DOaM:NTS SHALL C,LG C,EILING MR MOISTURE RESISTANT TS TUBE 5TEEL TIO 7 ,/NOT BE MADE VERBALLY TO THE BIDDER. IF THE BIDDER IS IN DCWT
AS TO THE MEANING C,LR C,LEAR MTD MalNTED TYP TYPIC,AL EL 0'-6' TOP OF 7 DELINEATION OF ANY PART OF THESE CONTRAC-T DOQIMENT5 OR 5HQ(.I.D Dlsc.oVER ANY DI5c.REPANc.IES c,MJ CONe.RETE
MASONRY UNIT MTL METAL UNO lA'ILESS NOTED OR c.oNFLlC.TS HEREIN, THE BIDDER SHALL TELEPHONE OR :J..eMIT IN HRITING TO THE COL COUJMN Nc. NON-c.oMaI5T1BLE OTHERHISE PLAN ARc.HITEe.T A
REGlJEST FOR INTERPRETATION. IN THE EVENT THAT THE BIDDER FAILS TO CONe. CONe.RHE NIC, NOT IN CONTRAC-T URN IRINAL e~rj,E PLAN ANO TRIJf NORTH NOTIFY THE AJRc.HITEC,T OF ANY DI5c.REPANc.IE5,
THE BIDDER IS DEEMED TO HAVE ESTIMATED CONN CONNEC, TION NS NEAR SIDE VC,T VINYL COMPOSITION THE MOST EXPENSIVE HAY OF DOING THE HORK. CONST CONSTi<llc.TION NTS NOT TO 5c.ALE TILE NORTH
CONT CONTI~ 01C, ON C,ENTER VERT VERTlC,AL 6. IT SHALL BE ASSUMED THAT EAC-H c,oNTRAC-TOR HA5 AC-C,EPTED THE GlJALITY OF ANY DBL DCWLE occ. OUIJPANc.Y VEST VESTIBULE PREc.EDI"" HORK
BY OTH!:RS UNLI:SS THE OI+IERlAJRc.HITEC,T IS INFORMED TO THE c.oNTRARY DET DETAIL 00 OUTSIDE DIAMETER VHc. VINYL HALL AT LEAST (24) HCU<:. BEFORE COMMENc.ING THE HORK. DIA DIAMETER
OFOI OHNER FI.RN15H, OHNER COVERING 1. IT 15 THE c.oNTRAC-TORS RESPON5lBILITY TO VERIFY ALL DIMENSIONS AND c,oNDITIONS AT DN DOHH INSTALL HI HITH THE -OB SITE FRIOR TO PLAc.EMENT OF
THE HORK. REFORT ALL DI5c.REPANc.IES TO Tit: OS DOHNSPaJT OH OPPOSITI: HAND I'ic. HATER C,LOSET MATERIALS SYMBOLS ARc.HITEC,T IMMEDIATELY. DHG DRmING OPNG OPENING HD HOOD ELEC, TRIC,AL
OPP OPPOSITE H/r HATER HEATER 8. EAC-H c.oNTRAC-TOR SHALL PROVIDE THE OHNERIARGHITEC,T >"lJTH A HORK 5c.HEGULE AND EHe. ELEC, TRIC, HATER c.ooLER 056 ORIENTED 5T1RAND BOARD I'IIN HINDOH
ANY ANTIC,IPATED C,HANGES THAT MAY occ.I.R IN IT. EA EAc.H P PlUMBiNG HlO HITH an NOTE, NOT ALL SYMBOLS MAY BE VXD COMPLETION. EL ELEVATION Pc.c. PREC,AS T WNc.RETE I'IR HATER RESISTANT
q. EAC-H c.oNTRAC-TOR SHALL BE RESPONSBLE TO THE OI'INERlAJRc.HITEC,T FOR THE AC-TS AND ELEC, ELEC, TRIC,AL PIP Pa.REDINPLAGE HHF HEWED HIRE FABRIC, OMISSIONS OF ITS EMPLOYEES AND OTHERS
INVOLVED IN THE COMPLETION OF THE HORK. ELEV ELEVATOR PL PLATE EN EDGE NAILING PLAM PLASTIC, LAMINATE EARTH ~ CONc.RETE MASONRY 1MIT 10. NO 5UB5T1TLTIONS SHALL BE MADE HITHaIT PRIOR
HRInEN APPROVAL OF THE ARc.HITEC. T. I:G I:GlJAL PR PAIR II. DRAHNG5 SHALL NOT BE 5c.ALED FOR DIMENSION AT THE JOB SITE. HlEN NO DIMENSION 15 EH EAC-H HAY PT PRE55URE TlREATED ~ GRAVEL
~A GIVEN, c.oNTAc.T THE ARc.HITEC,T FOR c.LARlF IC,ATION. REFER TO 5PEc.lF~ SHEETS FOR THE (E) EXISTING PTBD PARTIC,LE BOARD STEEL LOCATION OF DIMENSIONS RELATIVE TO FINISHES AND STt<lJc.TLRE.
DIMENSIONS NOTED ON EXP EXPANSION PTD PAINTED 1><1 MATERIALS OR ASSEMBLIES SHALL BE THE NOMINAL DIMENSION AS Ac.c.EPTED IN THE EXT EXTERIOR R RISER SAND Ra\5H HOOD FRAMIN5 CONSTi<IIc.
TION INDUSTRY, IF Ac.TUAL DIMENSIONS ARE REGlJIRED, (AC-TLAL) SHALL PREc.EDE FD FLOOR DRAIN RIA RETURN AIR OR FOLLOW THE DIMENSION, FE FIRE EXTINOOISHER RAD RADIIJ5 [" .' '1 WNe.RETE
I~I Ra\5H HOOD BLOCKING FF FINISHED FLOOR RD ROOF DRAIN ~. : r._ •.• " : .. . '. • _. ' f' . ' 12. DETAILS MARKED AS T'fPIc.AL APPLY TO SIMILAR CONDITIONS INc.UJDING c,oNOITIONS NOT
FIN FINISHED REF REFRIGERATOR 11111111111111 MARKED AS 51MILIIR. UNO, lYPIe.AL DETAILS NOT SHOHN BUT NEe.ESSAR'f FOR FLR FLOOR REINF REINFORGED ASPHALT FINISH HOOD CONFORMANc.E HITH
APPLlC,ABLE WOE5 OR FOR PROPER INSTALLATION SHALL OlE INc.l.LOfD FlO FAC-E OF REG REGlJIRED IN THE HORK. FRP FIBER REINFORGED PANEL REV REVISIONS RIGID INGLtATION TILE 13. ALL PENETRATIONS
THROJc5H, AND OPENINGS IN, FIRE-RE5ISTIVE c.oNSTi<llc.TION SHALL BE F5 FAR 51DE RO Ra\5H OPENING PROTEC.TED I'IITH FIRE-RE5ISTlVE ASSEMBLIE5. ALL INTERIOR MATERIAL5 VXD SHALL BE FTG
FOOTING ROH RIGHT OF HAY l'XWJ BATT IN5ULATION GROUT/MORT AR NON-G0MBiJ5TIBLE OR FLAME PROOFED IN AN APPROVED MANNER GA GAUSE RM ROOM GAL GALVANIZED RS Ra\5H 5AHN 14 PROVIDE A i'EATHER·RE5lSTIVE
BARRIER AT ALL OPENINGS AND PENETRATIONS OF THE Gc. GENERAL c.oNTRAC-TOR S S Tli<llc.llIRAL taro c.OMPAC-TED ROAD 5I.e6ASE ~-COMPAC-TED 5UB6RADE ElJILDING ENVELOPE. HATERPROOF ALL HEATHER-EXPOSED
5i!RFAc.E5 AND INSTALL ALL GL GLASS SIA 5UPPLY AIR THERMAL BARRIERS AS TO FORM A c.OMPLETE INSULATING BLANKET AROUND THE HEATED GHB GYP5UM HALLBOARD 5c. SOLID .:.oRE Iget flJ fff8 AREAS
OF THE BUILDING. INSULATE ALL HEAT-SEARING PIPES, DUc.TS, OR OTHER FIXTLRES HB HOSE BIB 5c.HED 5c.HEIAlLE ROAD BASE :>;--:-:::>:-: STONE THAT PENETRATE THE IN5IA.ATING BLANKET. IN5TALL
ALL OTlt:R HATER PlPE5 IN A MANNER He. HOLLOH CORE SEC,T SEC,TlON TO PREVENT FREEZING. H5T HEIGHT SEP SEPARATION IS, ALL i'iORK, MATERIAL, ANO EGlJIPMENT SHALL BE OOARANTEED FOR A MINIMJM
OF ONE YEAR HM HOlLOH METAL SF 5GlUARE FEET FROM THE DATE Of 5UB5~IAL c.oMPLETION. HOR HORIZONTAL SHT SHEET SHEET INDEX 5lEET • SHEET TITLE TI TITLE, SHEET INDEX, SYMBOLS, WNTAC-TS ABBREVIATIONS,
GENERAL NOTES AI SITE PLAN A2 DEMOLITION PLAN AS LOHER LEVEL FLOOR PLAN A4 MAIN LEVEL FLOOR PLAN AS MAIN LEVEL FLOOR PLAN AD ROOF PLAN Al DETAILS Ab EXTERIOR ELEVATIONS M EXTERIOR ELEVATION5
AIO BUILDING SEC,TIONS All I'IINDOI'I AND OOOR 5c.HEIAlLES I DETAILS AI2 HALL SEC, TIONS AI3 HALL SEC,TIONS AI4 DETAILS AIS INTERIOR ELEVATIONS I DETAILS Alb INTERIOR ELEVATIONS All
ELEC, TRIC,AL LIGHTING PLAN BASEMENT LEVEL AI8 ELEe. TRIC,AL LIGHTING PLAN MAIN LEVEL Alq ELEC, TRIC,AL LIGHTING PLAN GARAGE S-I GENERAL NOTES, FOUNDATION DETAILS 5-.:2 FOUNDATION PLAN
5-3 FOUNDATION PLAN 5ARAGE 5-4 MAIN FLOOR FRAMING PLAN 5-5 ROOF FRAMING PLAN, RESIDENe.E 5-6 5ARAGE ROOF FRAMING PLAN, DETAILS CONTACTS OHNEK S TI<IJC. TURAL ENGINEEK ALBERT SAMPSON
AND TINA ROCHOHIAK b0510 PONTIAC-TRAIL NEI'! HIDSON, MI 4816S PHONE 11;)4) 845-1144 TERRI L MONTOYA IQ'lq VALLEY VIEH ROAD GLENHOOD SPRINGS, W 81601 PHONE (ql0) Q4S-8168 KURTZ AND ASSOCIATES
5012 c.oUNTY ROAD 154 GLENHOOD SPRINGS, W PHONE (ql0) Q4S-b505 CONTAC-T, BRIAN KURTZ CODE SUMMARY ZONING , PROPOSED IJ5E , SETBAC-KS, EAST SIDE HEST SIDE 5GlJTH 51DE NORTH SIDE BUILDING
FOOTPRINT, LOT AREA, LOT c.ovERAGE, !l!JILDING , APPLIC,ABlE c.oDl:S , BUILDING AREA, BUILDING HEIGHT , SINGLE FAMILY RESIDENTIAL bb'-3' PROVIDED 114'-1' PROVIDED 112'-5"' PROVIDED 52'-10'
PROVIDED 4,151 S.F. !ieGlu"". ,overed por<.h 190rage) ~.441S,F , 5~ c.ovERAGE 2011 INTERNATIONAL RESIDI:NTIAL WDE RESIDENTIAL SINGLE FAMILY RESIDENTIAL I.4Q3 S.F. MAIN LEVEL EXISTING
1,122 S.F. MAIN LEVEL ADDITION ql4 S.F. NEH BASEMENT ADDITION 000 SF BASEMENT EXISTING 4,32q S,F. TOTAL LIVING AREA Ib3 S.F. MEC,HANIC,AL I.4QO S,F. 5ARAGE 11'-6 la ' TOP OF RIDGE FIRE
RESISTIVE REGlJIREMENTS , II'aJR SEPARATION HALL I GElLING AT GARAGE APPROVED SfJBJEcr 1'0 NOTED EXClPnONS " INsncrrONS GARFIELD COUNTY BDUl1lteL~/tD> fBEPy~ LDC PY 1'10 INSncrION wrmour
1'BESE PLANS ON SITE Plge or • • • ARCHITECT Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970.945.8168 • • • SEAL .,....... ~ o ,.C u o CC • • REVISIONS, o <=> « a::
o -o-' L> • • • .&. 8-11-12 GONST REVS DRAWN BY: TLM CHECKED: TLM DATE 1-24-12 SHEET NUMBER TITLE SHEET TI • • • o co N M N , N .. -...,. c...:.:. co 'c" .... i= -U::I ..>< c:: '" c.:I
'~ In N ...c [[I u Cl .. c::: ::E <C
Found #5 Rebar \ With Plastic Cap (witness c0171er) Fence 295,00 ~~~=~_ , El xr==--'-----'--=-:xi<=--'--'----==>x ---"'---''---=="-x -'---==~ • ~=~~ )<--:::::...:::----p.....' B---r-ce-oj~4~r--'
\ • " ~ c::J ~ ~ ' ~ ~ ... ~~ CJ,(.;) ~ ~();) ~<:5 ~ , ~ ,tt:I ~ ~ 'i?, ~ Cil. <: ~ ~ ~ ~ ... ~ ~ ~ ""----------------L 114'-1" , , -D t:c-j:. nJoI • .f,m pt!J'l'li, r If 8J..l2g-'IAMP
I ----------------------E:XI~T'6 I'<ELL EXIST SHED N 89°22'0" E 30,00 ~""~""~16 ASPHALT EXISTING GRAVEL DRIVE 114,69' YEXI5T'C:; MANHOLE " I (INTO c:;ARAc:7E BELO~_'I'\NE~~ ,/" REMOVE/REPAIR
PER VI ,/-f-..l.... NEI'I c:;RAVEL DRIVE IS ,/TIE INTO EXI5TINc:7 ~ I -----~-DRIVE PER OVo!NER Vo!D 5TEP5tt-mlmll:~a 11'\/5TL I RAIL k:lI~~ ~-RE'MO\IE EXI5T'c:; 5 TEF5 I Vo!ALK 4" VoIOOD
GO~1F\::>.;ITE 11'\/5TL MAIN LcVlcL Vo!ALK-aJT cq~lm 2. 2 DSr-___ -+--RET I I BELOVo! " i, ~< I 'LDEXISTING 4'x4' PAD ( -----------Gas Easement I If,I I l::! NEVo! GONITotJI,---LINE5
-TYP, 31\'-0' bb'-3' /-" /"\ I \ /\ , I //EXI5TIN6 TREE5 TO BE REMOVED TYPIGAL OF 4 5HOVo!N DA5HED /EXISTINc:; TREE5 TO -TYPIGAL AdJ,+z .... -KeI'Hoae.1 pel';ltl t ff gUlf: -, -I Z.
-zJ1..9 County Road No. Overhead Utilityj£6ISeJ'11e,11/------------------------------\ , \ \ \ , \ \ \ \\\ \ \ \ \ ~ 67 \ ~ "'-"..... ,. "c". ., <;:. C-, ~ ~-~ ...., Q \~ .... \,.;)
0 \J\'\J\ -40\ \C'<,;, \J\<:::l, \~ \ .... o ~ ~ '"'"\ () ~..... ... CJ;) \ \ -----W\J\ , ------------"'l V \ NOTE. REFER TO FLOOR PLAN5 FOR EJUILDIN6 INFORMATION SITE PLAN SGALE: I/Ih"
= 1'-0" -\C -w----<:::> ~ 1· 3' --------N EB • • • ARCH I TEC T Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970,945.8168 • • • SEAL ..::L.. m .,-; :s o ..c u o 0:: •
• REVISIONS: o «= c::: o ....I o L.) • • • & 8-11-12 WNST REVS DRAHN BY: TLM CHECKED: TLM DATE: 1-24-12 SHEET NUMBER: SITE PLAN • • •
PRE·ENGfNEERED RF TRUSSES ROOF A5SEMBLY, @ARCHITEC. TURAL STYLE ROOFIN6 SHINcSLES OVER ROOflNcS MEMBRANE IC.E AND !"lATER SHIELD AT EAVES AND VALLEYS -5/8" ROOf 5HEATHINcS OVER PRE-ENcSINEERED
ROOF TRUS5ES AT .24" O.c.. I"IITH R-38 IN5UL. PROVIDE HJRRIC.ANE C.LlPS AS REG'D PER LOC.AL REG'MTS. -HAVE ENGINEERING F-o~ INSPECTOR .~ ll1JE.Qi j;~ue.:~ec.noN -PRE-EH6INEERED T.O.PLATE
~~~ 12 5C.1550RTRIJ55AT ~ ~ 4 MASTER SEDROOM ONLY LULL~LJ~JL~Ll~~LJ~JL~Ll~~LJ~JULL~LJ~~~~~~~~~~~~~~~~{@00 . I T.O.PLATE REINFORC-ED C-ONC-6ARA6E SLAB "' REFER TO STRUC-TURAL DRAI"IIN6S
\ FOR ADDITIONAL INFORMATION SLOPE TOI"IARD DRAINS -0'-3/4" $ T.O.FDN !"IALL REFER TO STRUC-TURAL--+--~ PLANS fOR INfORMATION > ............... ( --REMOVE EXI T' 'L<5 ST~11!RE TO ALLO"
F AUL TED 'L<5 ON UNDERSIDE -E" RAfTERS PER 5T~ ~1 H65 -DININ5 --4 GA R 5ARA5E: ---ROOF ASSEMBL yQ ARC-H ITEC-TURAL STYLE ROOFIN6 SHIN6LES OVER ROOflN6 MEMBRANE IC.E AND !"lATER SHIELD
AT EAVES AND VALLEYS -S/8" ROOF SHEATHIN6 OVER PRE-EN6INEERE~FJ "RUSSES AT .24" O.c.. I"IIT R-38 5ULATION PROVIDE HURRIC-AN C-LlPS AS REG'D PER LOC.AL REQ'MTS. B.O.BEAM EXIST T.O.PLATE
GOV ERED DEGK DaJBLE 10 · PEELED PINE L0<5 WLUMN5 BEYOND WMPOSITE HD A~ STEEL AAILIH6 PER DETAILS w..... STAIR OPP~ HAND 8 \~:. WMP05ITE HD DfGKIN<5 ON PT J::)ISTS PER ST~ JURAL ~ \-r--r---+0'-0"
REi"OVE EXIST'<5 FLR FOR STAIRS PER 5T~TURAL D~ ( ) l J EXISTIN<5 FLOOR Sy"TEM TO REalVE I>E" FINISH FOR a lLlH6 5AME: ROOM , ,. -'-J," '-, I_ ?-J-e>. DIA PEELED PINE ~ WLUMN AND NE"
SEAM ~ ABOVE PER S~ JURAL EXISTIN5 BA5EMENT "AlL -TO RE'EIVE NE" EXTERIOR FINISH J T.O.DEC.K EXIST 5UBFLR DOUBLE 10 · PEELED PINE L0<5 WLUMN5 BEYOND cu. JURED STONE GOLt.MN BASE PER
DETAILS " -t; '-b" ,.L1;:=========::;z=================;Lt,.....L-'--------------'-----'--EX IST T.O.CONC.RETE" ®~~=AL~==!::::I=;.~=I,_~::::~=G=S=E=C=T=I=ON==== '-' " l/:EXTERIOR I"IALL
ASSEMBLY, " I SIDIN6 OVER BlJILD INe I"lRAP OVER 1/16" HALL I SHEATHIN6~V x6'S AT " , --., '" '-I 16 " O .C-. I"IIT R-.2 N5UL MIN. I IQ" 6YP BD H ON INTERIOR I WMP~TE HD AND STEEL 1\
5' UTILITY --AT 36· A60VE N05IH6 "" VESTI6IJLE MASTER BEDROOM /3/4. 056 Tt6 5U6FLOOR OVER I DE:GK AAILlH6 PER DETAILS 'l IQ" FLOOR JOI5T5 I __ PROVIDE R-I~ INSULATION I /~MP05ITE HD
DE'KIH6 THROU6HOI.IT fLOOR J015T5 , ON PT J::)IST5 PER 5T~ T HOOD LANDIH6 ~ " I /+0'-0" ~%~~ARDAAIL -----~~·77~~~~~~~~~~~9F~~~~~~~~~~~~~~~~~~~~~~~~~~~r==9I========~~~-------~~~~ !!S.
DIA HANDRAIL ~ ) •. ~ PER Oi'INER j REFER TO STRUC TURAL----' PLANS FOR INFORMATION --I J ( FUTURE c:.ONC. SLAB ------. PER 5T~TUF1.AL ~1H65 ~ NEI'I F.lJ11.JRE BASEMENT '~ r-~--""lI
-~" II II II II 11.-. ........JI ., :.•:. ®=~=AL:::::~=!::::,~.~= =,'I:::O~=G=S=E=C=T=IO=N==== ROOF A55EM6L Y ARCHITECTURAL 5TYLE ROOFINcS 5HINcSLES OVER ROOFINe MEMBRANE ICE AND !"lATER
SHIELD AT EAVES AND V ALLEYS -I I T.O.DEC.K , I T.O.5IJBfLR I ~ EXTERIOR !"IALL AS5EMBL y, I I STONE VENEER OVER BlJILDINcS I I HRAP OVER 1/16" HALL I I SHEATHINcS ~~6'S AT I 16" O.C.
I"IIT -.2 5UL MIN. . : 11.2" CSYP BD ON INTERIOR I I , I I , ' I ~REfER TO STRUCTURAL I I PLANS FOR INFORMATION I I' I I I l J 5/8 " ROOF SHEATHING OVER FRE-ENeINEERED ROOF TRUSSES ~
AT .24" O.C . 1"1/R-38 IN5ULATION /;EXISTIN<5 ROOF 5TRUC:M<E A I3 _ _ _ _ FROVIDE HURRICANE CLIP5 AS TO REalVE NE" ROOFIN<5 REG'D PER LOCAL REG'MTS. MATERIAL5 r -i~~~r:,,:r:J.r'TI,n
---,llr-r-r_-_ ~_-___:!_ 5--c~:=-.-. ---/7f----------------------lrLINE Of ROOF SEYOND :hrll"ll : ~~k~~4?~-~-..........;~:::::-::-!. ~4 I I~ ~ ~+1-:':--:6:": :-:-:-:--__ :1 ~~::===~rr=::lI'fL...+::::
51 REMOVE EXIST'<5 GL<5 S~11!RE-'Fi.t;; ...... ~:::~:~ ~OS""';.;.: ......:.. :---------------j $ BD.BEAM ~ TO ALL~ FOR vAULTED 'L6 ON UNDER51DE OF NE" RAfTERS PER " B .O.BEAM EXIST T.O.FLATE
I I 5T~ TUF1.AL i?RAJ"IlH65 DaJBLE 6· PEELED PINE-r--,-i ENTRY I LIVIN5 ~OOM DININ5 LO<5 WLUMN5 I --I "" I .b' I UJ UJ CAJL lU<ED STONE WLUMN '" SASE PER DETAILS I ~9' -:l I !I ~$"=+O,",,"-,0'
",,'='= -oo---~ i T.O.SUBfLR ~ I I I I : " ::h I I I I I I I I I EXISTIH6 FLOOR SY5TEM-.l TO REC.EIVE NEi'I FINISH FOR 'EILlH6 5AME ROOM DEGK I--EXI5TIN5 EXTERIOR ~LLS -TO REC.EIVE NEi'I
EXTERIOR FINISH EXIS TIH6 6ASEMENT "AlL -TO REWVE NE" EXTERIOR FINISH V DOLBLE 10· PEELED PINE L0<5 WLUMN5 BEYOND V COi'F'05lTE HD AND 5TEEL AAILlN<5 PER DETAIL5 == VVWi"f'~TE HD DE'KIH6
ON STAIR 5TRIH6ER PER 5TRIX;T == Y +0'-0" T.O.DECK EXIST 5UBFLR " V DOUBLE 10· PEELED PINE L0<5 c.ouJHN5 BEYOND V aJLTURED STONE WLt.MN BASE PER DETAILS : EXISTIH6 SLAB ON <5RADE 'I
I \ -8'-6 " ~~lr=+I===================================================~~~t,~~------~J----~--~---EXIST T.0.GONGRETE 0 ,--------------_/CD=~=A=~=!=I~=.~=I'_I=O~=G=S=E=C=T=IO=N==== • •
• ARC.HITECT Terri L MOi1toya 1099 Valley View Rd Glenwood Springs, CO Ph 970,945.8168 • • • SEAL .;::L.. ..c...d.. o~ ,.C u o 0::: • • REVISIONS, C> £:> « c::: C> ....J C> U £:> C>
C> 3C ::z UJ ....J C> • • • &. 8-11-12 c.oNST REVS • DRAIt-lN BY: TLM C.HEGKED, TLM DATE, 1-24-12 SHEET NUMBER BUILDING SECTIONS • •
eYPBD-/FINISH "",00 ---" HEAOER PER STRlJC.T "",OO-~ C,ASINe PER O"NER )~ eYP 60 FINISH R HOOD HEAOE PEl<. ST RlJC.T , ' .. , , .-, ." .' ..... <, .. ,. ---------------------, , -.j
. ".' ---LJ 1///, /////////-~[lI ~: I 1-------I I I c,uL TIJREO STONE VENEER OVER EUILOINe HRAP W NT SEALANT HI~ BAGKER ROO FLASHINe I'll DRIP -WNT "" HALL 4' MIN VIN'!'L HINDOH SYSTEM
® ~~~~~:. JAMB DETAIL HRAP eyp BO INTO HINDOH JAMBS I ~ VINYL HINDOH SYSTEM :~ -SHIM AS REG'O WNT SEALANT I ""'00 SILL 1'11-------/WNT SEALANT PER HOH EASED EOeES cd;:~~;::::J~~1F~/::::::~-MAt>lJFAc.
TIJRER REGMTS WNT 2 ' PAST c,uL TIJREO STONE SILL HINOOH EA SlOE SLOPED .--""'00 TRIM ----I /~ MTL FLASHINe HITH eyp 60 FINISH /DRIP -. f"""'---~ \ c,uL TUREO STONE VENEER ///\ .,. ///.
~ . ~. I NOTE, VERIFY OETAILINe HITH H IND~ AND SIDINe MANUFAC,TIJRER. c.ooRDlNATE AN'!' REVISIONS HITH ARGHITEC,T WINDOW SILL JAMB SIM ~ALE , 3' , 1'-<)' .1 ( /:-c,uL TURED STONE VENEER
OVER EUILDINe HRAP WNT SEALANT I'll TH BAGKER ROO ~ FLASHINe I'll 1L,..;1.l4-DRIP -CONT UP HALL .-4' I-IIN .0-... .. ~"t'(~) 2x6 HOOD TRII-I AT HEAO /JAI-IBS AT STONE ONLY Ix TRIM A5
NEEDED SHII-I AS REG'D ENTRY DOOR HdH-dtl4 LEAVE 3/16 " 5AP-BETI'IEEN SIDINe AND TRIM -CONT SEALANT Ix6 TRIM AT JAMBS--+ eyp B FINISH 0 HOOD HEAOE R //· .~. · , ," · . '. ," --.. ------,
. .' ~. .. , ." .... .-. .'j :.' ' ... ... ',. .. . :.'. ;" /-j --------------//////-.,. /LJ ~ ;. ., .;J\ -,-------~ III LAP SIDINe OVER EUILDINe PAPER ON HALL SHEATHINe OVER2xb STIJOS
HOLD SIOINe 3110' A60VE TRIM -DO NOT C,AULK GI><. V FLASHINe HI TH DRIP WNT"" HALL 4" BEHIND SIDING Ix TRIM PER ELEV"> PAINT FINISH WNT ~ SEALANT~ ~ -tFW I . 1 WNT SEALANT PER HDH MANUF
AGTIJRER REGMTS SHIM AS REG'D eYPSO INTO~ I I VINYL HINDOH S'!'STEM JAMBS I I I NOTE, VERIFY OETAILINe HI~ HINDOH ANO SIDING MANUFAc.11JRER. c.ooRDlNATE AN'!' REVISIONS HITH ARGHITEC,T
..aw-dtl HRAP GYP 80 INTO HINDOH JAMBS I ~ VINYL HINDOH SYSTEM WNT SEALANT :~ -SHIM AS REG'D I HOOD SILL 1'11 -________ /WNT SEALANT PER HDH EASED EDeES ::;f~=~==:tf~~~/MANUFAGTIJRER
REGMTS WNT 2 ' PAST e--HIND~ EA SIDE !'. . . I ! '.'" ,'"/; f----Ix TRII-I PER ELEVS HOOD TRIM ---r'o' :--1-E=----::::;..! ; /1, , PAINT FINISH , Ilr! eyp SO FINISH i~/." I'"""'------~"""-l
/iti=\~----3~b' SPAGE BETHEEN SIDINe -' ~.:' /..... ( \ " f ' \. -~ ': -----, /AND TRIM -FILL HITH C;ONT I j '\. '/\ /, SEI><.ANT 1----LAP SIDINe OVER EUILOING PAPER ON HALL SHEATHINe
OVER 2xb STUOS NOTE, VERIFY OETAILINe HITH HINDOH AND SIOINe I-IANJFAc.11JRER. c.ooRDlNA TE ANY REVISIONS HITH ARGHI TEC, T WI NDOW SILL JAMB SIM ~AL E, 3' , 1'-0' ><Gf.-dtI4 5ALV FLASHINe
I'IITH DRIP HOLD SIDINe 114" MIN ASOVE HORIZONTAL FLASHINe 5ALV FLASHINe HITH DRIP HOLD SIDIN5 1/4" MIN ABOVE HORIZONTAL FLASHIN5 DO NOT CAULK Ixb TRIM AT HEAD SIM LEAVE 3/16' 5AP'-BETi"IEEN
SIDIN5 AND TRIM -CONT SEALANT DO NOT CALLK I x6 TRIM AT HEAD \ CVL TURED ~TONE SILL Ix6 TRIM AT JAMBS AND SILL HEAD DE TAIL WINDOW TRIM ELEVATIONS DOOR TR IM SIM ILAR SGI><.E ' 1/2"
' 1'-0' DOOR SCHEDULE NO, OPENING SIZE TYPE DOOR FRAME GLAZ'G REMARKS MATERIAL MAT'l ->--z-' 0 VJ W W N I--0:: (!) en ::J w z w 0 0 -W-' :Zs : ~ :::l VJ z I----' ct 0:: a 0:: (!) en
• a ~ co 10 0 8 ~ en c.!l 0 0 a z 0:: a 0 en ~ w 0 a '" a 0 w w w Z '" '" 8 0:: :s: a I--u. Z ~ --' ~ a :"i «: en w gs w w en t:L ~ '" "" ~ 0 a 0:: 0 :::l 0 () w 0 a 0:: (!) t;'i , 0
a t;'i '" w :r: 0 a ::;: z W '" t;; g W I--Z :r: (!) u (!) 0:: I--~ --' :r: :r: "" c.!l ~ 1E' 0 Z I ~ --' Z I --' --' 0 w --' " a co I--c.!l u w W 0:: 0 0:: --' W Ci w ~ 8 (!) Cl. U
:::l 0 :::l '" 0 ~ u. w 8 ::J w ::;: --' tC z a , a w « '" co "-co 0 ;;;; :r: :Ir-:-00: : zw ~ ::J :::l a ::J e; I--W w :5 '" U '" '" '" ::0 :s: I--;;;; B1 • 6'_011 6'_81t --PER MANUF.
• • • • 51/2" B2 • 2'-611 6'.811 1 3/8" • • • 31/2" B3 • --6'.811 1 3/4" • • • • 51 /2' B4 • 2'_611 6'-8" 1 3/8" • • • 31/2" M1 • 6'·0" 6'·8" 1 3/4" • • • • 51/2' M2 • 3'_011 6'·8" 1
3/8" • • • 31/2" M3 • 2'-8" 6'_81t 1 3/8" • • • 3 1/2" M4 • 5'.011 6'-8" 1 3/8" • • • 31/2" M5 • 2'-8" 6'·8" 1 3/8" • • • 31/2" M6 • 5'·0" 6'·8" 1 3/8" • • • 3 112" M7 • 2'-6" 6'-8"
1 3/8" • • • 31/2" MB • 2'·6" 6'-8" 1 3/8" • • • 31/2" M9 • 12'-0" 1'_011 --• • • • 51/2" M10 • 5'-0" 6'-811 --• • 31/2" CUSTOM DOORS BY OWNER -VERIFY ROUGH OPENING M11 • 3'-0" 6'·8"
1 3/8" • • • 3 112" M12 • 9'-0" 7'-0" --• • • • 51/2' M13 • 3'·0" 6'.811 1 3/8" • • • 31/2" M14 • 2'-8" 6'-811 1 3/8" • • 31/2" M15 • 3'-0" 6'-8" 1 3/8" • • • 31/2" 1 HR RATED DOOR WI
CLOSER M16 • 3'·0" 6'-811 1 3/4" • • • 51/2' 1 HR M17 • 3'·0" 6'-8" 1 3/4" • • • • 51/2" M1B • 16'-0" 8'·0" --• • • • 51/2' M19 • 16'-0" 8'-0" --• • • • 51 /2' • NOTE' VERIFY ALL ROUGH
OPENING DIMENSIONS WI DOOR MANUFACTURERS PRIOR TO FRAMING WINDOW SCHEDULE .DcolZ~ I w,Hriovtls: U:, ~5 1"1' ;!.bO'1J:.E7':-C fi'-l?W/r(';HMl NO, SIZE ROUGH-OPENING SERIES I MODEL OPERATION
GLAZING HEIGHT AFF REMARKS A 2'-!3' x 5'-0' PER MANUF. CASEMENT lOWE 6'-8" B PER MANUF. CASEMENT TEMPERED SAFETY 6'-8" FIT WINDOW WI EXISTING OPENING C 5'-0' x 4'-!3' PER MANUF. CASEMENT
LOWE 6'-8" EGRESS WINDOW D 3'-0' x 4'-!3' PERMANUF. CASEMENT LOWE 6'-8" E 4'-0" x 3'-0' PERMANUF. CASEMENT LOWE 6'-8" F 4'-!3' x 4'-6" PERMANUF. FIXED LOWE 6'-8" G 2'-!3" x 4'-6" PERMANUF.
FIXED LOWE 6'-8" H 2'-!3" x 3'-0" PERMANUF. CASEMENT LOWE 6'-8' I 1'-!3" X 3'-0" PER MANUF. CASEMENT LOWE 6'-8' J 4'-0" x 4'-4" PERMANUF. CASEMENT PRIVACYfTEMPERED 6'-8" K 5'-0" x 4'-4"
PERMANUF. CASEMENT PRIVACY I TEMPERED 6'-8'1 L 2'-!3" x 3'-0" PERMANUF. CASEMENT LOWE 6'-8'1 MULLED WI WINDOW "M" M 5'-0" x 3'-0' PERMANUF. FIXED LOWE 6'·8" MULLED WI WINDOW "L" N 4'-0"
x 1'-!3' PERMANUF. SLIDING PRIVACyrrEMPERED 6'-8" WET LOCA nON 0 51~" x 3'-6" PERMANUF. CASEMENT lOWE MATCH EXIST'G P 2'-!3''x4'-!3" PERMANUF, CASEMENT LOWE 6'-8" NOTE: ALL WINDOWS TO
HAVE A MINIMUM U VALUE OF .45 • • • ARC.HITECT Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970,945,8168 • • • • • SEAL • • • REVISIONS, .&. 8-11-12 CONST REVS DRAHN
BY TlM C.HECKED: TLM DATE 1-24-12 SHEET NUMBER: WINDOW/DoOR SCHEDULES • • •
$ $ ARC,HITEC, TURAL STYLE ROOFIN6 SHIN6LES TYPE C,LASS "c," OVER ROOFIN6 MEMBRANE IC,E AND Y-lA TER SHIELD AT EAVES AND VALLEYS ROOF ASSEMBLY, ----_,. S/e>" ROOF SHEATHIN6 OVER PRE-EN6INEERE~ET
RUSSES AT 24" O.c. v-lIT -3e> SUL. PROVIDE HURRIC, C,L IPS AS REQ'D PER LOC,AL REQ'MTS. DRIP ED6E--.,. PER ROOF MANUF -------Ix3 ON Ix8 FASGIA 'f11T====tr=~F""'icr~=== (MATGH EXISTINe)
I' OVER 2xb SUB-F ASGIA l 2xb RAKE FRAMIN6 ~"lAT 24" O.c,. 3/e>" :;OFFIT BOARD W GONTINUOUS EAVE VENT -,iL-----MJ C,EDAR :;HAKE SHIN6LE:; OVER----lnl BLD6 v-lRAP OVER l/lb" Y-lALL SHEATHIN6
Ix TRIM -REFER TO ELEVS fOR SIZE ILOC,ATIONS DOUBLE 2xb TOP PLATE +~'-O" T.O.PLATE EXTERIOR v-lALL A:;SEMBL y, STUC,C,O SYSTEM OR SiDIN6 PER MfR OVER 8I.JILDIN6 V'lRAP OVER l/lb" Y-lALL
SHEATH IN6~b'S AT Ib" o.c,. v-lIT R-3 SUL MIN. 112" 6YP BD SH ON INTERIOR 2xb SILL PLATE ----, '1-112 " RIM BD -TYP ---". +0'-0" T.O.SUElFLOOR I l ;. -~ " /sle," tSYP BD C,EILINtS ON
.uNDERSIDE OF ROOF TI<lJSSE:; 3/4" osa TOtS SUElFLOOR OVER q 1/.2" FLOOR JOISTS PROVIDE R-,20 MIN BATT INSUL SILL PLATE PER STRUC,T--_....... -1~~~n========.'=. = EXTERIOR Y-lALL ASSEMBLY,
ST.uC,= SYSTEM OR SIDIN6 PER MFR OVER 8I.JILDIN6 V'lRAP OVER l /lb" V'lALL SHEATHIN6 6RADE AND I" ABOVE FIN SURFAC-E -PER o· • .. MAINTAIN b " ABOVE ~ SIDIN6 MFR. r ~-'k--'Uj '" '. /FINISH
tSRADE -SLOPE ~ AV'lAY FROM FClJNDATION ON ALL SIDES 1.10 I-1IN I-1AINTAIN FROST PROTEC, TION PER ST=T -b'-6" T.Q.C,ON6 ElASEI-1ENT I , . ~, -I I til . "x .. • A o .. .. . . ~ .. . 0
• 0 HQ" RI61D INSULATION OVER BASEMENT V'lALLS '--___ REINF. W NC, SLAB PER FOUNDATION DRAV'IIN6S .. o · REfER TO STRUC, T.uRAL PLANS fOR INFORMATION PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING
FOR INSPECTOR AT TIME OF FRAME INSPECTION TC L.L. (t '(0 f,t #Ie. Ji; ARC,HITEC, T.uRAL STYLE ROOFIN6 SHIN6LES C,LASS "G" RATED OVER ROOflN6 MEMBRANE IC,E AND V'lA TER SHIELD AT EAVES
AND VALLEYS ROOf ASSEMBLY, -------... SIB" ROOF SHEATHIN6 OVER PRE-EN6INEERED ROOF TRUSSES AT 24" O.c. V'lITH R-3B INSUL. PROVIDE HURRIC,ANE GLIPS AS REQ'D PER Loc.AL REQ'MTS. I" MIN.
AIRSPAGE ------. DOI.JBLE2xb TOP PLATE DRIP ED6E --, PER ROOF MANUF +<=1'-0· T.O.PLATE I Ix3 ON Ix8 FASCIAJl (I-1ATC,H EXISTIN6) OVER.2xb SUB-FASCIA ~ ---3/B" SOfFIT BOARD W GONTINUOU5
EAVE VENT EXTERIOR Y-lALL ASSEMBLY, SIDIN6 OVER 8I.JILDIN6 V'lRAP OVER 1/16" V'lALL SHEATHIN6 OVER2xb'5 AT ( Ib" O.G. v-lITH R-2:3 INSUL MIN. 1/2 " 6YP BD f iNISH ON INTERIORI I 2x6
SILL PLATE ----, II liB" RIM BD -TYP ---". T.0.SU6FLOOR SILL PLATE PER STRUGT-----... EXTERIOR v-lALL ASSEMBLY, STONE VENEER SYSTEM OVER BLDtS I'lRAP OVER 1/16" I'IALL SHEATHINIS OVER2x6'S
AT Ib" O.G. I'IITH R-2S INSUL MIN. 112" 6YP BD fiNISH ON INTERIOR FINISH 6RADE -SLOPE AV'IAY fROI-1 FClJNDATION ON ALL SIDES 1.10 I-1IN I-1AINTAIN FROST PROTEGTION PER ST=T -8'-b' $
T.O.C,ONe. BASEMENT l . 0 • .. ROOf ASSEMBLY, --------" ARC,H ITEC,TURAL STYLE ROOflN6 SHIN6LES OVER ROOflN6 MEMBRANE IGE AND V'lATER SHIELD AT EAVES AND VALLEYS -SIB" ROOF SHEATHIN6
OVER PRE-EN6INEERED ROOF TRUSSES AT 24" O.c,. I'IITH R-SB INSUL. PRE-ENGINEERED ROOf TRU55 HI RAISED PAN OVER 15LAND PROVIDE HURRIC,ANE C,LIPS AS Q REQ'D PER Loc.AL ~-r::::~;;;~F::=::=::=::=::=::=~'l
'~::=::=~~':i= -.....---~r@REQUIREMENTS r III I U"'u \§'! , I I I I REFER TO 5Tf<lJGllJRAL -\---:-11---1 DY'IS5 FOR FCWDATION \, \ \ I I I I l -----I ) "" ,_1l-7 T.O.PLATE .... ./-+--+---'--:
7) EXTERIOR Y-lALL ASSEMBLY, • SIDIN6 OVER 8I.JILDIN6 I'IRAP OYER 1/16" I'IALL SHEATHIN6 OVER2x6'S AT b . ' ~ b , i-NEI"l FUTURE BASEMENT NE~ REINFORGED c.oNC-\ 5LAB PER 5Tf<IJG T. \
b'-O" KITCHEN --~ 16" o.c,. I'IITH R-2S INSUL MIN. IQ" 6YP BD FINISH ON INTERIOR illl.. ~ c.oMPOSITE I1D AND STEEL ~-=y RAILING PER DETAILS ( ) c.oMPOSITE I1D DEG.KIN5 I C4'l PT JOISTS
PER STf<lJGT +0'-0" T.O.DEC,K T.O.SUBFLR MECHANICAL ----EXTERIOR v-lALL ASSEMBLY, STONE VENEER OVER 8I.JILDIN6 V'lRAP OVER 1/16 " V'lALL SHEATHIN6 OVER EXISTINIS BASEMENT v-lALL BUILDING
SECTION AT KITCHEN SC-ALE ' 114' , 1'-0' ARGHITEC, TLRAL ------, STYLE ROOFIN6 SHIN6LES OVER ROOFIN6 MEMBRANE IC,E AND Y-lATER SHIELD AT EAVES AND VALLEYS ROOF A:;SEMBL y, 5/8" ROOF
SHEATHIN6 OVER PRE-ENISINEERE~F-TRUSSES AT 24" O .c,. I'IIT R-SB I SLL. PROVIDE HURRIC, IPS AS REQ'D PER LOC-AL REQ'MTS. ) I I ! -"' \ '. , ) "--@~ /~ I I I ) r /\/\ I, 5/8" 6YP 6D C,E
IL INtS ON .uNDERSIDE OF ROOF TI<lJSSE5 3/4" OS6 H5 SUElFLOOR OVER "I la" FLOOR JOIST:; PROVIDE R-.20 I-1IN BATT INSUL \ 1'-/I , I" MIN. A IRSPAc.E ---___ DOUBLE 2><b TOP PLATE Ix3 ON
Ix8 FASCIA (I-1ATe.H EXISTIN5) OVER 2xb SUB-FASCIA SIB" SOFFIT BOARD I'I! GONTINUOUS EAVE VENT 1'-6" EXTERIOR v-lALL ASSEMBLY, STUGGO SYSTEM PER MFR OVER BLD6 V'lRAP OVER 1/16" V'lALL
SHEATHIN6 OVER2x6'S AT 16" O.G. I'IITH R-2S INSUL MIN. 112" 6YP 6D FINISH ON INTERIOR +0'-0· $ T.O.SUElFLOOR e.RAV'lLSPAe.E VENTINtS AS REQ'D I I-1AINTAIN b" ABOVE I. --I'" ISRADE AND
I" ABOVE GONe. V'lALKV'lAY PER 0 I I I ) ~ • I " ) 5/8" 6'(P BD e.EILlN6 ON .uNDER5IDE OF ROOF TI<lJSSES 3/4" 056 HG SUBFLOOR OYER q 1/.2" .oISTS PROVIQR-.2~BATT ~~ ~ .. o ' . 1-112"
RI61D INSULATION OVER BASEMENT v-lALLS SIDINtS I-1FR. FINISH tSRADE -SLOPE -l_ 0 • 2x6 PT SILL PLATE PER STRUC-TURAL DRAI'IIN6S • REINF. GONG SLAB PER FOUNDATION DRAi"IIN6S . ~~~--~~----~-----------o
", ' ''<1 .. REFER TO STRUC, TLRAL PLAN:; FOR INFORMATION AV'lA,( FROI-1 FOUNDA TIQN ON ALL SIDES 1.10 MIN .. • 0 .. • • -. REFER TO STRUC, TURAL PLANS FOR INfORMATION ~ C-RAI'ILSPAOE
C;6, i) Floors over vented crawls paces must be insulated; R·30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRe, R-408.l. As an alternative
to insulating Hoors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRe, R+408.3. Take precautions to
protect plumbing in these areas. 0) WALL SECTION AT RAKE BASEMENT ® WALL SECTION AT EAVE BASEMENT SC-ALE , 314" , 1'-0" SC-ALE ' 3/4" , 1'·0 " • • • ARC.HITEC.T Terri L Montoya 1099
Valley View Rd Glenwood Springs, CO Ph 970,945,8168 • -+--' \-; <1) ,.D .......... ~ • • SEAL • • REVISIONS, (I) <.!> :z: cr Den <::::> C> C> 3:: = LL.I ......J <..::> • • • &. 8-11-12
WNST REVS • DRAWN BY, TLM CHECKED, TLM DATE 0 1-24-12 SHEET NUMBER WALL SECTIONS • •
PREFINISHED RUSTED METAL ROOFINeS SYSTEM PER MFR OVER ROOFINeS MEMBRANE IC,E AND Y'4ATER SHIELD A T EAVES AND VALLE"(S ROOF ASSEMBLY, ...--------..,.~ AI4 ( 1 I ~========~=====rr========~========~===
===~ I I I I ROOF A55EMBL"(, S/f>" ROOF SHEATHINeS OYER PRE-ENeSINEERED ROOF TRUSSES AT 24" o.c,. PROVIDE HURRICANE C,L IPS AS REG'D PER LOC,AL REG'MTS. DRIPEDeSE~ PER ROOF MANUF LiUl
~:v ~----J f-~ S/f>" ROOf SHEATHIN6 OVER PRE-ENeSINEERED ROOF TRUSSES AT 24" O.c,. HITH R-38 INSUL. PROVIDE HURRIC,ANE C,LIPS AS REQ'D PER LOC,AL REQ'MTS. Ix3 ON Ix8 FAsc.IA---......
l"IF:;======:I=l====~n======~ (MATC,H EXISTIN6) 1'1 OVER 2xb SUB-FASCIA I V I 2x6 RAKE FRAMIN6 7 AT 24" O,c" ----1 I I I PROVIDE R-31\ MIN INSUL ElET"'EEN EXISTIN6 SHEATHIN6 AND NE'"
C,E ILIN6 3/8" SOFFIT BOARD Io'V 1 C,ONTINUOUS EAVE VENT I I y-EXISTIN6 ROOf FRAMIN6 C,EDAR SHAKE SHIN6LES OVER--rl -11M--J.L-----M-------.MJIIII~I----------j " TO REMAIN BLD6 HRAP OVER
1/16" I ~ I In ( I ~ , ,.\, 511\" 6"(P ElD CEILIN6 1><2 TRIM -MATC,H C.OLOR Of -r--''''____, I"'-~'''''~'''''_;_''__,__,,_+f__'''-0' .,"',n,fn ," ,. ON NEH ROOf RAFTERS SHAKE SHIN6LES
12 '\ ' \;:.. /\ j' .)\ .' /\ /, ! " , " '. PER STRUe. T. HALL SHEATHIN6 1 ~1===t============:::::======:::;rlI ~\ '/, ,r \ A I4J F ) "')\ l; X ) ), " . __ --,1\'-0" ~ ----------------~II!
L,---, __________________ ~"-""'" L EXISTINe T.o.PLATE +1 '-6" r-;;;......:::0, $ B.O.BEAM /TRlJ5S ------~ /EXISTIN6 CEI LIN6 -OISTS Ix TRIM PER DETAIL -MATCH TO BE REMOVED PER STRLCTlRAL
COLOR Of SHAKE SHIN6LES >-DaiElLE b " DIAMETER -------1 PEELED PINE C,OLUMN:, STONE VENEER COLUMN ElASE ~ >-11TH 2 " STONE CAP \ c;:=='=='==~ WNC PATIO -fiELD VERlf"( HEI6HT .. >== >-F
EXTERIOR HALL ASSEMBL "(,~ STONE V ENEER S"(STEM OVER """-F BLDeS HRAP OYER 1/16 " Y'4ALL '"' , SHEATHINeS OVER2x6'S AT 16 " O.c,. H ITH R-23 INSUL MIN. 1/2" GYP BD FINISH ON INTERIOR
' ~ F • . . , 1\ ~( . ",~' I-'---'~,,',(,---\,I-,---''-' '-' ----""--lAI I ' . I-----r:---:---i. l • I' I • .. . . . ~ . G • ' .. 1-r • II I • G ' • . . .'.0 : \' \ > EXI:,TIN6 OVERHAN6
AND EXTERIOR HALL TO ElE REMOVED ::~ EXISTINeS BASEMENT Y'4ALL /TO REMA IN AS IS /I EXISTINeS ElASEMENT SLAB TO REMAIN A:' I:' $ -1\ '-/;>" (EXISTIN6) . (' T.O.WNC, BASEMENT WALL SECTION
AT ENTRY SGALE ' 3/4' , 1'-0" ~ ... .,'.1.-.::-. --'-____ ~ G .. •• +0'-0" T.o.fDN HALL II! ARC,H I TEC, TIJRAL -----~ STYLE ROOFIN6 SHIN6LES OVER ROOFIN6 MEMBRANE IC,E AND HATER SHIELD
AT EAVES AND VALLEYS ROOf ASSEMBLY, S/f>" ROOF SHEATHIN6 OVER PRE-EN6INEERED ROOF TRUSSES AT 24" O.c" H ITH R-3f> INSLL. PROVIDE HURRIC,ANE C,LlPS AS REQ'D PER LOC,AL REQ'MTS. I" MIN.
AIRSPAc.E ---~ DOLBLE.2x6 TOP PLATE +~ t _o" 1.3 ON Ix1\ fAsc.IA (MATCH EXISTIN6) OVER2x/;> SUEl-fASCIA 3/8" SOFFIT BOARD Io'V C,ONTINUOLS EAVE VENT EXTERIOR Y'4ALL ASSEMBLY. SIDIN6
OR STONE SYSTEM OVE ElLD6 HRAP OVER 1/16" Y'4ALL SHEATHIN6 OVER.2)(6'S AT 1'-6" Ib " O.c,. HITH R-.23 INSUL MIN. la" 6YP SD FINISH ON INTERIOR +0'-0" T.O.fDN HALL FINISH 6RADE -SLOPE
A~"( fROM FOUNDATION ON ALL SIDES 1010 MIN . . ! .) ) /· ." LI • ' . I 1 I I J ~ . . 5/1\ ' TYPE "X " 6YP ElD CEILIN6 ON ATTACHED 6ARA6E .2xt> PT SILL PLATE PER STRUCTURAL DRAHIN6S EXPANSION
-OINT REINfORCED WNC SLAEl PER faiNDATION D~IN65 • ,., . <I . f-~~--~~------~~--• · .. • • • , • • " REfER TO STRtX, TLRAL PLANS FOR INfORMATION WALL SECTION AT GARAGE SGALE ' 3/4' ,
1'-0" • • • ARe.H 1 TEe. T Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970,945.8168 • .::L.. C'j ......... ~ 0 ...uc: 0 0:: C'j e ,............ ......... ,............
~ Cl) >-. "O\-.. e 0 roU elf) oC\J CfJ. ,............ 0.. E C'j ifl 4--> \-.. Cl) ,~............ ~ • • SEAL • • REVISIONS, en = :z: 0::: a.... en =o o ~ :z: LU -' c::> • • • it. 8-11-12
WNST REVS • DRAY'lN BY TLM GHEGKED, TLM DATE: 01-24-12 SHEET NUMBER WALL SECTIONS • •
2x4 ~D STUD FRAMING W SfjEATHING REG'D FOR STONE VENEER 1'-4" .2'-.2" 1'-4" ___ -:;" THICK DISTRESSED Y'IOOD MANTEL -SEE SEC TlONSI ELEVATIONS -~::::-~~F==~~I7~::::=t STONE VENEER 9JRRCUND
COLUMN PER STRlJG.TURAL-ALL SIDES MAINTAIN MIN. REO'D GLEARANCE PER FIREPLAGE MFR STONE OR TILE ----fHEARTH ON THE FLOOR (NOT RAISED THIS SIDE) ... . ' I I~-+_--nw~ ~D BURNING.2 SIDED
I ~ FIREPLACE W~S-tJ!'" .0'-0" )1'-:;" I OC AIS I I I I It' : ~~==~~-T-+-=£_ RAISED STONE HEARTH I I 3 AIS I..tn( l.Jf/t,~ prck,b,/-ed pef ~4'Yr.;tlJ. ~It~ ($w/cliV( RR5ol/A.~U'I1 ZOIO-t-S'
NOTE , FIREPLACE DIMENSIONS AND CLEARANCES NEED TO 6E AD..IJ5TED TO MEET MANUFACTURER REOMTS OF FIREPLACE SELECTED EXISTING 2x6 EXTERIOR i'lALL TO REMAIN PROVIDE INS!A.ATION !oS NEEDED
EXISTING 2xb LEDGER TO REMAIN EXISTING 2WN(; BASE >'!ALL TO REMAIN MENT FIREPLACE PLAN , , ....:><.. , , ..?<-. • • ~ • • ... , ". , , -/, , .. .' '.' y /--Ix HOOD C,AP HI BULLNOSE REMOVE
FLOOf< JOISTS ADD 2xb -Loc.ATE TO CREATE A FLU5H FINISH HI EXI5T'G BASEMENT VoIALL 112" GYP 00. ALIGN FUF.>H I"iITH FINISH ON BASEMENT i'lALL GYP 00 FINISH ON BASEMENT I"iALLS TO REMAIN
MAINTAIN MIN .2"'---__.. CLEARANCE PER MFR 3 ' DISTRESSED --, io'IOOD MANTEL STONE VENEER --... 9JRRCUND DIRECT VENT GAS FIREPLACE -VERIFY FRAMING DIMENSIONS PER MFR REOMTS 2 " STONE
HEARTH STONE VENEER .•. . .' LI VING RM 5c;ALE ' 112" , 1'-0" FINISHED I"iOOD RISERS 1 '-4 ~ FIREP LACE I" PER PLAN TREAD . DC OC , W lL on "-1: EXTERIOR !'<ALL A55i:MBL Y PER !'<ALL
SECTIONS MAINTAIN 1/2" MIN. CLEARANGE TO WMBVSTIBLES OR PER MANUF. FURRED OUT EXTERIOR !'<ALL TO ALIGN W ADJACENT EXTERIOR !'<ALL -PER PLANS DASHED LINE INDICATES-"<:--h"-..../FRONT
OF !'<ALL ABOVE MANTEL b ~ .' « w GLEAR PER MANUF DIRECT VENT THROJGH REAR !'<ALL PER MFR REGUIREMENTS DIRECT VENT GAS FIREPLAGE -VERIFY FRAMING DIMENSIONS PER MFR REOMTS 2x4 ~DSWD FRAMING
W GYP BD FINISH 12" DEEP TILE FLOOR MATERIAL (No RAISED HEARTH) TILE OR STONE VENEER 9JRROJNO PER OI"lNER TILE I STONE HEARTH ON FLR Ib" DEEP NOTE, FIREPLAC.E DIMENSIONS AND CLEARANGES
NEED TO BE Jo'OOIFIED PER FIREPLAGE SELEGTED REO'MTS SECTION FINISHED I"iOOD TREAD PROVIDE BLoc.KlNG TO CARRY EACH TREAD AS NEEDED PER PLooR MAN.!F. I' PL YI"iOOD 2x STAIR STRINGER GYP
BD FINISH -TYPE 'X' AT UNDERSIDE OF STAIR "-«"-b, io 1'...0-4'-0" MAX Q ~.... .... g:i iL "-FRAMING flre-G"",, I 1/2" DIA HOOD HANDRAIL Q ou :& z ~ HANDRAIL BRACKET FAc.E OF STAIR I"iALL
~ I 112" DIA HOOD HANDRAIL HANDRAIL ElRACKET---~ TOP OF CONC """LL ElELO ... GAP W Y'IOOD .... .... , -.... Q, in ®~~::'~:::=:ET:, ::IA:::::1/2:::::~ =I'_:::~:O:::=T S=:T::AI =R= L=E:::D:::=GE=p:::op
_::::::,,,t,, 01::0:~:::::~:::'::~::1::~:":1:::,~:::,_~:::": ::S=T:A::::I: R=:::D:::E:::T:::A:::I:::L==stl'-=dtl ,------, I FLAT 5c;REEN I TV -PER OI"iNER I ~ I I q I L __ \t:v _ ..J
D -------GYP BD FINISH A60YE MANTEL 3" DISTRESS I"iOOD MANTEL -PER OI"iNER FIREPLACE 9JRRaJND TO BE DETERMINED BY OI"iNER MASTER BEDRM FIREPLACE 5c;ALE ' 31b" , 1'-0" ® r --fl"....-.C
I. -1 t J I )T h "~r i ,!J J\ :=-i I \ r l' -'( f (I FLAT 5c;REEN , . TV • PER OI"iNER ! . "-11----11 r COORDINATE DESIGN I LAYC\JT FOR TV WMPONENTS IN VoIALL J . I LIVING RM -SOUTH
ELEV 5c;ALE • 3/b" • 1'-0" , I )1 I EXPOSED RIDGE BEAM , I t -, I II rII\ \¢~ -FLAT 5c;REEN TV • PER OI"iNER , 1 L ~ DBL SIDED , FIREPLACE f \ • \.... COORDINATE DESIGN I LAYOUT FOR
TV WMPONENTS IN I"iALL j I , , -~" , I -" ·1-------", '" ------: ..,. ~ S TONE VENEER A BOYE MANTEL 3 " DISTRESS HOOD MA NTEL -PER OI"iNER S TONE VENEER FI REPLAc.E ~RCWD S TONE VENEER
EARTH HI.2" TONE c,AP H S ® FIREPLACE -LIVING RM SIDE 5c;ALE ' 3/b" , 1'-0" 1/.2" GYP BD OYER.2x4 ~ FRAMING -PREPARE BLOCKING I ... IRING FOR TV PER O ... NER 3" DISTRESSED ~D MANTEL
OYER .2x4 Y'IOOD FRAMING .2x4 ~D STUD FRAMING W TILE OR STONE VENEER FINISfj PER O~ER DIRECT VENT GAS FIREPLACE -VERIFY FRAMING DIMENSIONS PER MFR REOMT5 "' , in 12" DEEP TILE ~ HEARTH
-VERIFY W MFR REGlMTS SECTION $ to' -0 " [ ", -'" 0_' T.O.5IJBFLR i?" 3'-4~" I'-I~" 3 '-4j" DN 15Rob.b" EA /14T011.5" EA ,-, (b'--,. I I ~ I I I I II I I (1\ I I ~ I I -I I I I L_..J
~~ -·19" I~" Ip{ 'I (i;\ ~ ,I //e'-eol" TOP OF CONC-:2 !'<ALL BELO'" CAPW~OO ENLARGED STAIR 5c;ALE ' ~/b" , 1'-0 " STONE VENEER -----+A60YE MANTEL 3" DISTRESS I"iOOD MANTEL -PER OI"iNER
" b" 'I W /' /(6'11 PER HOOD GUARDRAIL DETAIL I/AI5 -PER OY-INER D FRAMED /~ R5 W HARD~D FINI SH -(6\ ~ I 1-1/.2" .36" DIA. HANDRAIL ABOVE NOSING ND b" BEYOND TOP BOTTOM RISERS EXTE
AND @MAIN LEVEL str-plal-I STONE VENEER -----1-FIREPLACE 5URRG\JND D6L SIDED FIREPLAc.E , '" , FIREPLACE -KITCHEN SIDE 5c;ALE ' 31b" , 1'-0" • • • ARe:.H I TEe:. T Terri L. Montoya 1099
Valley View Rd Glenwood Springs, CO Ph 970.945.8168 • ,.::L.. cO • • • SEAL ":s-o ..c u o CC • • REVISIONS, C> Cl « c::: C> --1 C> (J • • & 8-11-12 CONST REVS D~N BY, TLM CHECKED: TLM
DATE: 01-24-12 SHEET NUMBER: INTERIOR ELEV /DETAILS • • •
6ENERAL ST"RiJC-T1.JRAl.. NOTES 6ENERAL REGUIREMENTS I. D.al9n la ~.d "n the :200" .dltl"n "f the Int.r""tl"n<>1 Realdentl<>1 Ced. (lRC). :2.D •• 19n Llv. L,,<><::I. , <>. ~"p (SrI"'""'
................................. 4OP5F' b. Re.Id6ntl<>1 Floor . .................... 4OP5F " . ~Ind ............. '10 MPH 6<>al" ~Ind Speed " •• "ond 9v.t 3.AII dlm .. nolono, .I.v<>tlon.
e>nd d.tC>1I0 on .trv"tvr<>1 do""",.nt. oh<> 11 be v.rlfl .. d <>9<>ln.t th .. <>r"hlt."tur<>1 docovm.nt. prior to "onotrv"tlon or F<>brl"<>tl,,n. 4 .Th. c.ontr<>"t .tN"tvr<>1 doc.um.nta
<>nd ap .. c.IPI,,<>tlona r.pr.a.nt the "ompl .. t.d atrvc.tvr •. Th .. "ontr<>"t"r .h<>11 provld. <> 11 m .. <>ovr ... n.c..uary to protec:.t the atrvc:.tvr .. and .. xl.tl"9 adja"
.. nt otrv"tvr •• and vt llltl ••. NOT!:, THf ~_ ClJTTIN6 SHAU. Be OON!! I1ITHIN 24 tiO.JR5 TO ~T UNGON~LLEO C.JIlAG.l<IN6 OF THe SLAe AN!:> ... HEN TIe c::.oNc.N!TE HA& HAAD!!Nl!O ~1c.leNTL
Y' TO JOI!~IT aJT'T1N6 i'tITHOUT ~1~1N6, !5I'AU.IN6, 0I't ~1N6. TYPICAL SAWCUT JOINT 5.Ceordlnate all ap.nln9. throvq, Plooro, ... 0 11. and roofo ... Ith DO HOT f~ ~Y' eoN!:> eReA~
M .. "h"nlc:.,,1 e>nd el."trl"al Contra"tora. Notify En9In •• r of any i'tY't.~. ~ ~ J..eN6TH "'NI' OePTH "p.nln9' to be covt In .tru"tvr<>I .y.t.m.. :~~~=~--JlOINTS'~ ~==:;=t=~~;Of'~THf'=lJOINT.
FOUNDATIONS I. Fovndatlon D".k3n "a ba •• d on Soli. Report OIII I-~eoA c)~II1-I. 'Ie ~olls H<>p ... orth-Pa ... laK <So .. otec:.hnlc:.al, dated Sept.mber ~, 201 r -jIIO ;> 4' Maximum
d.Ol9n ... 11 bearln9 "apac.lty, 1500 PSF. e,. ..//01'1-JZp1)I. f',Dd Th. Contrac.tor .hall r.vl ..... the 5<>11. Report and folio'" ' -r' r, -luI L. • 1-~ c.oHT. EA. r ..c :.ommendatlona
ther.ln, In"lvdl"9, but not limited to .. x,calfd:tiQn &Ioe O~ JT. Olt .. "ondltl",,", dralna9", bac.kflll and "ompa"tlon, .~~~~~.:'::~~~':~~ _____ _ "on.trv~tlon , dral""9" .yot.mo,
ond Site Inap .. "tlon r .. ",vlr .. m .. nta. 2 .AII footln9' or" to b""r on vndl.tvrbed n"tvr,,1 bearl"9 m"t"rl"l. or "ompac.t"d .trv"tvral fill. Cemp""tlv" "ffort Por .trv"tvr,,1
fill .h,,11 be In """ord""",, ... Ith th" Sollo En91",,"r'. r."ommend"tlone. 3.Avold "x" ... lv ..... ttIn9 or dryln9 of th" .xc."v<>tlon, ke.pln9 the .x""""tI"" r."aon"bly fr". of ...
"t.r dvrl"9 p lac..m.nt of "on"r"t. for footln9.' 4.6en.ral Re",vlr"",.nt., ". Fovnd"tl,," ... ,,11 .... Ith ba"kflll on only on .... ,,11 P""" ahall h<>v. " II "vpportln9 fr"",ln9 oyot"mo
or t.mpor"ry br""I"9 In pl<>"" prior to pla"ln9 ba"kflll (vnl •• a not.eI oth.r ... la. on pl"n). b. eackfll l "" ... " lla ... Ith filion both . 1d6a to be "ompac.t.d In .",v" I IIfta
""c:.h old" of "" II. CONCRETE AND REINFORCING STEEL I.AII "on"r.t. ah,,11 att"ln 3.000 PSI "ompr.a.lv. atr."9th ... Ithln 2eo day" .x".pt ". folio .... , Con"r.t. for .xt.rlor Plat
... ork "nd 9ara9. floors ahall ottaln 4POO PSI "ompr ••• lv ... tr"n9th ... ltI-\ln 26' d"y • . 2.U." Typ" 1-11 Portland C .. m .. nt (ASTM CISO) ... Ith 4-6$1> " Ir .. n'tralnm.nt.
Conu"t" "99r.9"t. to be norm" I ..... 19ht (oton.). 3.P.rform <>11 "<>ot-ln1"I",,. """,,r.te ... o,k In """ord<>nc. .... Ith "Sp .. "IFIc;atloM for Strv"tvral Conu.t .. for I3vlldl"90"
ACI ~1-eo4, un I .... noted oth.r ... I... Provld .. hot or "old ..... a"""r protec:.tlon p .. r ACI ~5 or 306. 4.Relnfor"ln9 .t •• 1 ahall "on Form to ASTM A615, 014 <>nd am"I1.' .....
.sorad. 40; 015 and 1"'9.r ..... .sor"de 60 5.Ho,lzontal r.lnfor"ln9 .t •• 1 .hall be moo .. c:.ontlnvov. by l"ppln9 bar. a mlnlmvm of 32 bar dl"",,,te,. at "II .pll" .... "nel p,ovldln9
"om.r bar.. F"brl""tlon "nd In.t"lI"tlon of r .. ln'or"I"9 .t .... 1 .fl,,11 "onform to ACI 315. 6 .P,ovld .. ,,"" .... orl ... n .. "" •• "ry to prop .. rly .upport r .. lnFonln9 "t
th .. pooltlon •• ho ... n on th .. c:f=vm .. nto. 1.Cal"lvm "h lorld .. or "dmlxtvr ... "ont"lnln9 mor .. than 0.05$1> "hlorld .. Ion. or thlo"y<>n<>t". <>r" not p"rmltted. eo.Do not
pia"" pip •• , du"t. or "hao". In .. tru"tvr,,1 "o""r"te ... Ithout prior "pprov<>I of th" Sku"tvr<>1 Erl9ln."r. ST"RiJC-TURAL I"IOOD FRAMING A. DIMENSIONAL LUMeER I.AII t imber "onatrudlon
(1I9ht and h.aVY) ohall "onform to Am .. r lc.<>n In.tltvt. of Timber ConatN"tlon (AITC} <>nd N<>tlon<>1 D •• 19n Sp."I¥I,,<>tlon (NOS) .tC>nd<>rd • . 2.Strv"tvral fr<>mln9 Ivmber .hall
be Dou91aa Fir Lar"h, ... Ith th .. follo"ln9 mlnlmvm 9r"d •• , PI"t .. a "nd stvde, "2 Jolata and Raft .. r., 012 Be"ma, Po.b "nd Timber. OIl 3 .AII . 111 P I"t ... In "onta"t ... Ith
"oncor .. t .. or m".onry fovndatlon ahc:o II b .. Fovndotlon .sor"d .. Red ... ood or Pr .... vr .. Tr .. "t .. d H.m-Fir 012 or bett .. r , d .. algnc:ot .. d for "Abov" 6round" v."9"
aa defln .. d by th .. Am .. r l"an I/'bod Pr ..... ", .. r '. In.tltvt ... 4.6Iv-l"mlnat<Od m.mber. "hall b .. Dov9100 FlrILar"h a,. fo lio ... ,., "onform to AITC ,.~mbol 24F-1/!!
or bett.r (Fb • 2400 PSI; Fv • 165 PSI, E • I,e>OOPOO PSI), vnl .. ,.. noted oth .. r ... I.". 5.6C1 prodv"t,. oho ... n ,.hall be a,. manvP""tvr"d by the Elola .. I3vlld ln9 Solutlona
MPr, LLC. Elola. proelu"ta Inc.lvd .. , 6C1 '. , IV .. raa-F!.lm) Rim eo«da, and V .. rac>-L<>m H"ad .. r • . Inatc:ollatlon d .. talla, blo"kln9, br""ln9 <>rei "onn .. "tlona &hc:oll
"onform to the ",,,,vlr.m .. nta 0, th .. m<>nv,<>"tvr .. r. 6.L<>mln"t .. d V .. n ... r Lvmber (LVL) .hall be deal9n.d <>nd ,,,brl...,t.d In ac."ordon" .. ... lth th" Natto"" I r .....
ar"h 6<>ard <>rd th .. National D .. ,.19n Sp .. "lfl""tlon For ... ood. LVL',. tC> be I ~' thl"k ... Ith th" follo ... ln9 mlnlmvm ... ",kln9 .tr .. ,.a". , Fb = 2600 PSI, Fv • 2a5
PSI; E • I,e>OOPOO PSI 1.1"lood m"nvfo"tvr .. d prod""ts oth .. r thc:on th<> •• no ... d, ... hl"h hc:ov .. I.C.C. c:opprov"l, may be v ... d ... lth "pprov"I oP th .. En91n<> .. r
. e . FASTENEF!.S AND CONNECTOF!.5 I.AII timber ""lIln9 aid c.on"""tlon •• h,,11 c:.onform to IRC and AITC. ReP.r"n" .. IRe T"bl. Na. R602.3(1), Fo.tenl"9 Sc:.hedul ... 2 .MetC>1 "onn
.. "tora for ",ood Pramln9 c:or .. manvla"tvr .. d by th .. Slmpaon Stron9-TI" Comp<>ny, c:.onn.c.toro ... Ith ""II,. ohortor th<>n ,omman 01 tollQr"I&1 f>d )( 114', 100)( I~ ", 16<::1
x :2~ ", vnl .. oa not.d other ... lo • . 3 .Alt"mate c:.on""Gtlon. c:ond P"",ten"re to thoae lI.ted abov .. , ","I"h h<>v .. I.C.C. c:opprova l, may be v •• d upon approval by th<O
En9Ine .. r . 4.L<>9 oc.r ..... c:.oM."tlono, In" ludln9 I,,<>d hol .. o, pilot hol .. a, <>nd ecr" ... Inofallatlon, .hall "onForm to NOS. 5.eolto for ... ood member "onno"tlooo "hall
be ASTM ~1 ... Ith mlnlmvm I~' dlam.ter "aah .. r .. ac.h "nd, vnl .... noted other"I.". Do not c:.ovnt"r. lnk bolta unl"n not"d oth"r ... I"". ST"RiJC-TURAL STEEL I.D ... 19n, pobrl"atlon
"nd In,.t"lIc:otlon oP ,.trvc:.wral ,.te .. 1 ,.holl Gonporm AI5C aid A~ ,.p .. " IPI"c:otlon,.. 2.Ste .. 1 oth .. r th"n pip". ond tube,. .h,,11 be ASTM A36 (mlnlmvm ~1 .. ld .tr ..
ngth • "6 KSl). Pip" "olumn •• h<>11 be ASTM A53-e (mlnlmvm yl .. ld .tr"n9th = 35 KSI) Tub" at",,1 trS) .h<>11 be ASTM ASOO, .sor"d" e (minimum yl"ld atr .. n9th • 46 KSI) 3 .Conn ..
c:.tlon bolt" "nd an"hor bolt •• h<>11 be ASTM ~1 unl .... not .. d oth .. r ... I,. ... Minimum of 2 bolt,. p"r "onn .. "tlon. 4.FIII .. t .... Ide ,.h<>11 b. m<>d. " Ith E10XX rod,
.Iz. 3/16" "nd c:.ontlnuove unl ... noted. 5 .6roov .. .... Id,. .h,,11 be mc:od" "'Ith E10XX rod, and be 'ull p .. n"tr"tlon aid "ontlnuove, unl".a not .. d oth"r ... I"". ~OD ROOF
TRUSSES I. Provld" op.n ..... b trv .... " <>" profll"d on the doc;um"nt& to ."f.ly aupport the Indl,,<>t.d de<><::l <>nd 11v" lo<>do. 2 .Tru.,. manup""tvr .. r .h<>11 be a member oP
the TN •• Plate In.tltvt .. (TPI) "nd Cempon .. nt ManvPac.wr .. r '" Cou",,11. TrU& ..... hall be d6ol9ned by a ProP .... lo"" l En9In" .. r emp lo~"d by th" manvf""tvrer. 3.Lumber
for trv.,. .. ,. .hall be oP th ... p""I". "nd 9r"d .. 00 r"'tvlr"d by th .. En9In .... r '. d ... I9M . .sr"d ... tomp .. ac.h pi .. " ... 4.Manup<>"tvr" and In.toIT pr ••• -Plt m ..
tC>1 p l<>te. "omplyln9 ... Ith TPI-14. 5.Me>nUfa"tvrer ohall ovbmlt ohop drc:o .... ln9. to Ar"hltec:.t for r.vl .... <>nd "",prov<>I. Shop "'"",ln9 "h<> 11 Indl""te tru& .. pltGh,
'p<>n, and apo"lng, ga9", ,.Iz .. and IOGatlon Or c:.onn .. c:.tor&; be"rln9 and c:on"hor"9" d .. ta"., trv,..-to-trv,.. c:.onn .. Gtlon., brld91"9 and permc:on .. nt bro"ln9 d .. tC>II.
, "nd all r .. l"ted It .. ma. t>.Submlt .hap dr<>"ln9" to th" .. n9In"", for r .. vl" ... and approvc:ol. 1.Submlt d".19n "al" uT<>tlono, be<>rl"9 the 0",,1 oP th .. M<>nuP<>c.tur.r'a
Englne .. r, ... ith th ... hop dro ... I"9'" IndiGatln9 op""I"o and 9'ad. of Ivrriber, d.al9n 10<><::11"9., and Forc.e """lye'" or .ac.h m .. mber "nd ~519n of' eoc.n GOnnttc::.tlon.
e.Fabel""t .. trv",.". a"ordl"9 to opprov .. d &hop dr" ... ln9 • . Provld. trva,. ... and c:o ll r .. lated lteme r.",vlr .. d 'or .. r."tloo, to Inco lvd .. blo"kln9, brld91n9 <>nd
p"rm<I""nt brld9ln9. '" .:.no... load dvrc:otlon fc:o"tor .......................................................... . <>. Trvoo top "hord d.ad Io<>d ....................................
. b. TN.O bottom "ho,d d6<><::1 load ...... ....................... . 1.0 12.0 PSF 10 .0 P5F TYPICAL CONSTRUCTION JOINT L.Oc.AT!: _ ~AATITION I'tiEN Po&S l~ TYPICAL CONC SLAB ON GRADE
DTL'S INT!:~OR SLAe5-oN~ (e;.o.~.) I. UNL~ NOTe!;> oTHeMIeI!, INTeJltIOM &.O.6.'S SHAW. 51: 4' THIC;;~ CoONc.RETE 5LAElS I'I.Ac;;W ON A MINli"11.iM 4' THIc;;t<: ~AY'ER OF P'!tl!f-ORAININ6
6AAVEL. 2. AU. INT!:IOJOI't &.0 ." .'5 5HAL~ E!E RfINFO~EO ... ITI-! 6x6-... 1.4"",1.4 I'IELOEO I1IRe FAe/tIC;; ~ NOTeD O_IeI!. OI"TION, Jltl!JOLAc.e MeH ... ITH ~Y'NTHeTIc. FIIII!R
AODITIVI: f'fi", MAIU""'" ~'e; ~A'T1ote .-'IN!:> !!N6IN!!!!R'e; A1'I"N:NAL. I"ROVIDe 1.5 f'OUND5 .". CoOU.AT!:!>, ~leIlll.LAT!:!> "Ol.~ FIIII!R5 P'!!JIt .:..e1C. Y'AAD .". CoONe-ReTe.
MIIfJJoIAo1. 3. I'JOOIIIDe !!LAB CoO~L JOINT& MAXIKIM 15' e!Ic.H MY', UNJ..e5& HOT!:!> OTlERl'<lse ( 51!!!! TY'P1c;;AL DeTAI~e; ). 4. I'!t.OVIDe ~-OJItA'NIH6 6AAVI:~5 AND CoOMf'Ac.TEO
~ I~~ ( l"I-eRe NI:(;~AAY' ) ~1N6 TO 501L& EH6IN!!!!fIl,!> ~MMl!NDATION!>. ,. c.oMf'Ac.TIYe EI'I'OJ'tT FOIt. ~veu;, e;TJltUc.TVRAJ.. ~ I U. .-'IN!:> EXI&'T1N6 ~ ""Ial !IUPI'OIt.T e;
.o.~. '5 SHAW. 51: IN Ac.GOfIlt)ANc.~ I1ITH 501 ~& eN61Nl!elt'!> III!GOMMl:NDA'T10N5. SHEATHING NOTES I. Sh.athln9a .h<>11 be Am .. rlc:.c:on P I~ ... ood Aeeoc:.l"tlon (APA), Exp<>aur
.. I, C-D ply",oode 0' orlent .. d .tr<>nd bo<>rd (o .s .e J 00 fo lio .... , Floore ................................ .23~:2 · thl,,1<, APA rated Stvrd-I-Floor, :24 O.C., T , 6 RooP&
................................... 15~2" thl,,1<, APA rated .h.c:othln9, 92/16. Provld" Ply"lIpe mld...ay bet ...... n r"ft .. ro <>t unevpported oh ... t "09.', ~1I . ........................
............ 1/16" thl,,1<, APA r"t .. d .he"thl"9, :2410, all .. d9"a blo"ked. 2 . Sh."th .xt.rlor F"". of "II .. xt .. rlor Pram<> ... ,,11 .... Ith APA .h .. "thln9 unl .... noted
oth .. r"I" .. on .trvc:.tvr,,1 dr""'ln9". 3. Do not block "oor and roof "heathl"9 .. d9". unl .... noted. 4 . PIY"'ood Ploor eh .. <>thln9 to be 9lv"d <>nd n<>lI"d to th" floor Jolot.
veln9 "';h,,.lv •• "on'ormln9 to APA Sp""IPIc;.c:otlon AF6-01 and applied In <>""ordan". "lth m<>nuf<>"tvr .. r'. '."omm.ndatlona. Remov .. d irt end ... "ter From t,0ll'" appl~ 91v
.. to JOllt. "nd c.omplet. all ~all ln9 befor .. 9 u. Ht • . , . Floor "nd roo' ...... ''' .... ,j : I illlllll' IFMreammblne9r e 6 . NAILIN<So ACoE4 POST CAP EA. SIDE USE NAILS NAIL
SPACING COMMENTS (D.for_d •. lnt<Orm.d. ._5h .... t .h"nk) Supporta Ed9"" Floor eoo (.191' ~) 12' 6 " ~oP eo (.ISI" ~) 1:211 6 " ~II eod (.lSi" ~) 1:2" 6 " I. Nail dl<>meter of .131"
Ie .. ",vlval .. nt to eod "ommon or 12d flnker ""lie. Meehanlc:.c:o lly drlv.n n"lI. oP .. ",vol or 9'.ater dl""",t .. r ... hl"" p .. n .. tr"t" the P,,,mln9 member. I .. aat 1.3/4"
m<>~ be V& .. <I. Dpt:,u;/oLE SOlis,.ReJ;>mr /2b1t1IICt/A-r-Po~I-/IJ'1 /#¥eo/Jtn1. /506 j?~f -----16d • 16 " O.C.-TYP CoMU AITACoHMENT ~6"4> x 2~ " TAPCoON • 16 " O.Co. AS MFR6. 6'1'
ELCoO INDUSTRIES cONCo. A IT ACoHMENT AS PER CoMU OR "1 /64"4> x 2 ~" LOl'l VELOCoITY POl'lDEF!. DRIVEN NAIL • It>" O.CO . T.O. FT6. ______ ~ ALL POSTS TO 6E 'TREATED' !'IOOD AS DEFINED
IN 6ENERAL NOTES. PROVIDE SMOOTH LEVEL ~RFAc.E: L..-J FOF!. TI6HT 6EARING> SEE PLAN FOF!. POST SIZE ~TY~P~I~C~A~L'E~~N~D_P_O_S~T_' ____________~ ~G NO SCALE \:::.) NOTE, FRAMIN6 NAILED
TO TREATED PLATES TO eE NAILED I'V HOT DIPPED <SoALVANIZED OF!. STAINLESS STEEL NAILS-TYP 1/16 " PLYl'ID -TYP .L , EXTERIOR l'IAL.LS ~ TYPICAL 6RADE II'lALL FU;INF. (2) -#S CoONT. T
• 6 --"9--CONT. TREATED :2xt> PL I'V 1/2 " ella x 5 .9/4", ELECTRO-GALVANIZED, SLEEVe TYPE: EXPANSION ANGHOF!.5 (POHER-BOLT ey POHERS FASTENIN6, ~---IINC., OF!. EGUAL) -SPACE ~ITHIN
12 ' OF OPENIN<S05 • elJlLDINeo COfI<NEF!.5 •• 4'-0" O.C. MAXIMUM $SEE PLAN "4 VERT ... 16" O.C. -__ +---'> 014 0 10" O.C. 9 -DII'IL 014 x 92" I r8" ,-........ • 16" O.c.. , NOTE, 112'
<110. EXPANSION ~ HAY ee SlJ6STlT1JTED ON A ONe-TO-ONe 6ASIS W 112' <110 x IO'!c2' EL.EC~c;AI.. V ANIZED ANCHOR eoL TS NOTE, PF!.OVIDE CONTACT LAP -+--<Jll E:LEC TRO-<SoAL VANIZED ANGHOF!.
BOL T5 ~ITH PRESSURE TREATED SILL PLATES. PLAIN STEEL ANCHOR 60L TS REGUIRE FOUNDATION 6RADE REDI'IOOD SEE PLAN 9 ' " •• CONC. Y'ALL sEE PLAN SILL PLATES -TYP 1011 _____ 1_----100 1"
. 1'-0 . \J 6C.1 ElLK'6 PANEL GI 48" O.C.-NAIL TO SILL PLATE IiV f-......., 9-.191 " dlo X 2~ " (MIN) NAILS NAIL FLR SHEATHING> TO 6LK'6 I'V 8d • 4 " O.C. CONT. R IMBOARD SEE DTL C/SI
DII'IL #4 x 16 '1'=16 " .. 24' O.C. EXTEF!.IOR ~RFAc.E , I 4" -<:::t--t---J.. REINF-SEE f----..;:--tl· DTL 6 /s 1 • I SEE PLAN $ • • S" CLR 8 " $ sEE PLAN ROU6HEN COLD JOINT TO 1/4 '
AMPLlT1.JDE-TYP. 10 " CONT 1.118 " x "I 1/2 " RIMBOARD END NAIL TO f--+---• EA 6C.1 IiV ad TOP. BOT 16d TOENAIL .. 8 " O.C. CONTACT TYP SEE PROVIDE SOLID 6LK'6 6ELOl'l 6UILT-UP POSTS
, 100'-0' CONT. 2x6 TREATED SILL --..J PLATE I'V 1/2 ' dl<>. ANCHOR BOLTS PEF!. A/51 __ ~ Dl'IL • II'lALL REINF. -SEE AlSI CONG . Y'ALL 2-#5 CONT HORIZ ------0 11l _ II_On ~ SEE PLAN
---I"-=-I'--O-'----------------------~~ eLOCKltoIS PANeL BE'MEEN JOISTS 111/1' n. TrLl l (INTERIOR SHEAR ";;,';; r' 5EE SHEATHIN5 Nt 0VERHAN6 PLATE 1/&' 2x6 ST1.JD5 • 16 ' O.C. CONT.
mATEO 1.112' x &.1/4' SILl. PLATE (RIP F~M 2 x 10) W EXPANSION PINCH. pel< N'SI 100'-0" + Q.1/2' ElCI CONTltf.IOI.IS OVE~ 5IJPPORT 'TYPICAl.. NAILS, 6C1-TO-5IJPPORT W 9-.191' ella. x
2.1 /:2' .,----1 MIN., SLK'60-TO-SIA"PORT W .191' ella. x 2.1 /2' MIN. 0 12' O.C. EA. SIDE (ST .... *"ERl 100-0" , 112 ' THICK ASPHALT IMPRE<SoNATED ~VL6M. "1 .1/2" 6C.1 • ~ c.oNT 2x6
TREATED SILl.. PLATE-SEE AlSI ~~====~I;~~ FOF!.ANCH.BOLT IUS-2.91/~ J5T~~ ~ DII'IL • II'lALL REINF. 6C.1 IiV 1/8 " x 6 " HI x 12 " !'IOOD FILLER s EACH eLK'6 PANEL-NAIL TO 6C.1 !'IE6
1'1/6d • 4 " O.C. TOP. BOT. ·~-l-_--lSEE DETAIL AlSI ICRAJIIIl. SPACEI 2-OISV:C.ONT HOF!.IZ ---SEE PLAN 9"CoLR TYP -----1-" -= -1'--0'-' -----------------------I@) HD AITAc;H HD TO FND
W 6OL.T AS ~HEDULED STRUc.1\JRAI.. Y'IALL SH:ATHIN5 ('111/1' PLmD)-TY!" AT E!<'TCRIOR Y'lALLS -5EE PLAN FOR ADDN'1. LOCo NS I3UILHJP POST_ ; ED6E NAILS FLR JOIST I----Tr::t::fm ED5E
NAILS-....,..~!::L, HOUrDO~ ANCHOR (Ht» !06 1.f'fIl'D eY' SIMP50N GO. -SEE PLAN FOR I..O(;A TlON. eoL T TO aJIL. ToU" f'05T (2-2.6 MIN) HI:> HDU2-5D52.5 HDU4-SD52.5 PHO:2 AITAc;H HD
TO FDN W 'NeED1-E~AP5IJLE' ADHESIVE ANCHORS (l-f'R= 1'1-£ POYiERS FASTENIN5 c;~) OR EGlIAI.. pel< ~ J"EII. MAN.!'''''''MfR'S RECOMMENDA'T10NS ~ I FOI.NPATION YW.l. -'I ~INI". NOT ~ ADHESIVE
ANGHOR BOLT DIA. e=t:6. HOLE DIA. 5/8' 5.112 11 11/16 ' 5/8 ' lW2' 11116' 5/8 ' 5.1/:2' 1111/1 ' INSTALL ADHESIVE ANCHORS PEF!. ALL MANUFACTUF!.EF!.'5 F!.ECOMMENDATIONS. ® ------H S/4
" = I'_on J5T HGF!. I /' ITT-3sq.5r • FleeR BOARD, TYP -x -· x ~,> 1:;1.<01.0 . -TYP CONT Ac. T LAP PROVIDE POST SASE ,0,5 FOLLOY6, AeEU W (1)-5/&' ala EXPANSION 601.. T .-J/lxt> ~ ~
I POST NAIL I3UILT -IA" L VL 'S ¥V 2-ROY6 Ibel NAILS o 1:2' o,c,. STI'6<SoE~D SEE FOOTltoIS .-____ ~~L-~~~~~E EGlUAL EGlUAL , SEE FOOTIN6 SEE FOOTING> SCHEDULE 9 " C.LEAF!. SEE PLAN,
TYP -----SCH-EDULE-----1 F ® it. "I"J.i' ~_--::=.-jJ 6 " dlo. : /1 I L06 POST 8 " POST ~~~~ 'T'"r-...-.I......r--1r-1cSi I ~:~~~~_ __ r-I' I' VENeI:R OVEI< ROD-SEE AlS9 _____ r-~ , ~'"
~ '" ~ -1-" -= -1'--0'-' ---------------------® -l GU..~ STONE 111/1' N"A SHEATHIN5 OVI:R 2x" 5TVDS 0 1'-01 2-#5 )( 2 '-0' LAP """-----, \ ----.,J;'====k-===_ --l \ 2-015 , j 1'-0' ,l
\ : r-____________ ~M~IN ~ \ I UNREINFORCED FT6. • -\ FT<So. I'V BOTTOM \ REINFORCIN<So ONLY -\ I.-J STEP LOCATION ,IRE, PLAN I , 9 '========~ PF!.OVIDE STAaLE SLOPE I'V UNDIST1.JRBED
SOIL l 1 1'-0" MIN l 1'-0' J 1 MIN TYPICAL FT6. STEP DETAIL TRANSVERSE REINFORCING NOT SHOV'lN NO scALE ~ ~ \11 \ II in w r-w II ~il '5K' '-... .. ""t" II II 'T'_ 1/1' 0.". (5EE ARc,HITECT)
'!'REA TEO' 2x4 SILL --.... PLATE I"V <V/I'" clio. FOt'iDB< DRIVEN NAIL5 +_1]'_l_1]'_J. o 12' O,c,. ~~~~~~~, I I -o'll~ : : : ~jJll" ~ 119 HOF!.IZ TIE, I I I TOP, BOT .• I I I MID-HEI6HT
't---T---1"---I I I I I I I I ~_ PROVIDE (eo)-#4 x JI. ___ l I ___ .J1. 1'1------1 FUHLTL. lc,e" DII'IL'S I I I (9 EA. FAcE) I i • 2 • l~_ 6 -f.:\) • 4" 2'-0" )( 2'-0" 4" PILASTER FT6
---I"-=-I'--O-"------------------------------------~~ l KUR.TZ ~ ASSOG I A TES, ING. 501:2 C.OUNTY RD. 154 6LENY'IIOOD SPRIN6S, C.OLORADO ('110) '145-6905 ALBERT SAMPSON AND TINA ROGHO~IAK
RESIDENGE: REMODEL ~ ADDITION 1:25 C.ORYELL ROAD 6ARFIELD C.OUNTY, COLORADO DRAY'IIN BY, M.C.EK CHEC.KED BY: B .J .K . 5(,ALE: AS SHO~N PROJECT II , 11-:26.01 DATE, PRICIN6 SET: 11/09/11
Co tJ>1"iUCfi'oN ~£T: °V03j,i SHEET T ITLE, 6ENERAL NOTES 4 FOUNDATION DETAILS SHEET, s=
(!;RlD I:' TO FACE OF S'T\JD-I-_~ TYP CO NEI"! c.oN:'TFW~TI ON 10'-0" 2 ;2 '-011 DE~K ADDITION 4 4".., ~2 ' -2" (NOT TO S<;AL..E (N.T.:'J) 16 '-1 1~ " Ir L I =il ---r------1 r-r-. I~--10
" dla ~ ::J I ~,,-----I ----------• ~ -' 'I' -"1<----+-~:;:::::::::::==.:c:=::-:::;::=::;--PROVIDE HORIZONTAL. ---TYPE • 9 t • cSt i-WRNfR eAAS TO MATCH HORIZONTAL. I----YiAL.L REINF-TYPICAL.
I --.. '\ (~E ~ENEAA1. NOTES) 1 :;! "-... ..,'-6 " 1-6' 19'-6" Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom
of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets
the requirements of IRC, R-408.3. Take precautions to protect plumbing In these areas. j ~ 1 '-2 " (N.T.SJ 5 FOUNDATION PLAN CONCRETE FOOTIN6 SCHEDULE SIZE 2 '-0" X 2'-011 X 10'1 ;2
'-0" X ;2'_en x 10 " EXI:'TIN6 FT6 RlEINFORCEMENT ::l -114 EACH l'IA'T' 4 -#4 EACH l'IA "( 4 -115 EACH l'IA "( 5 -114 TRANSVERSE 5 -#4 LON61TUDlNAL 5 -114 TRANSVERSE 4 -#5 LON6I'T1JDINAL
SAI"ICUT EXIST. S.0.6. SAI"ICUT EXIST. 5.0.6. Fo.JNDATION PLAN NOTES, -I. ~"ne.rete P" .... dotl"n .... 011. t" be e" th ick vnle •• n"ted "ther .... I •• (Li.N.OJ 2 . Dlmanslon& thl&
aheet are to flaGe oP c;.oncrete U,N.O. S. M. top aP GOl"lcraete ~all . 4 . TF. top 01 e.oncre!e looting. :;. ~ d .. not .. o ot.p In top of .... 0 11 6. SF. St .. p In top 01 concrete
'"otlng. 50 .. tlp le.ol detail 1/:'1 1 . <8> d .. &lgnates '"otlng typ ... 50 .. footing Sc.h .. dvl .. th is sheet. e . Fo"tlngs or .. to "eor "n undisturbed natural bearing .,,11.
"r e.ompae.ted ~trve.tural fill. . ~. HD de&lgnate. hold-do",n one.hor a. manvPocWred b<; :'Imp."n Strong-TI .. C<> . Hd' •• ho .... n thl. p ion e."nnee.t .tud. t>sorlng ot thl. level
to th .. t"p 01 th .. I" .... datlon .... oll~. 50 .. t~ple.a l d.tal/H1SI . 10 . Finish grades are t" provide ::l6' minimum ~over Por e)(terlor Pootlngo, and 1:2" minimum e.1.arone..
".neath ""am. and Ie' mlnlmvm e.1. .a rane. .. " .. n"oth /lo"r ond d .. e.k Jol&t6. LO(!; , 10 '-0" I '-i~' ----44'-0' (N.T.:.J seE FOOTING-• NOTES, I. Place scheduled reinforcement
5 " clear From bottom of Footing. 2. Center footings belo .... columns un l .. as d lmenslon .. d oth .. r .... ls ... II. I -'I ,EXISTIN", ~ONCRE:TE FOUNDATION I"(AI...L ----S-CHEDU-LE
I' 0~J 1 II '-5' 14 "-5" (N.T.S.) --f--"".-, , , , -----+------->I,.-i , 5HEATHIN6 NOTE5 I. !*1""thlng •• h<oll be Am.r""n P I~ .... ood At.o,I,,"on (APA), E"po.uro I, C.-D p l~ ....
ood6 or orlonted etr""" boord (0.5.6J al f 0 1l01o"\1 1 Floor . ................................ ~3~:1 · thl,k, APA rated 5turd-l-Floor, .2<1 O.c." T , c!> Fl<>0/. ..................................
.I 5~.2 · thlGk, APA rat.d .heathl"9, 3.2/16. Provide Plycllp. mld .... "Y bcot", .. n r""t .. r. at un.vpp"rted . "eet .. dg .... ""'11 . .................................... 1116 ·
thl,k., APA r",ted . " "",thlng, :2<110 , "II ""g.' blo,lutd. :2. Shoath . " te,...lo,... fa". ", a ll e"tet,...",,.. frc:lmo ~Q lle ~ I~ APA enoathlng unl." not.d "tho",",I •• em ,trv"WrQI
c:lr"~lng' , , . Do not b Jo"k, ~ I,"'f' and roof , n."thlng edge. un'-" noted. <I. PI\I"'0od I loor .he",th"g to be glv.d and nailed to tho f loor Jol.to u.I"9 adh •• lve. ,,,"/ormlng
to APA SpecII I,otl"n AFc!>-o1 "nd ClF'pUed In ,,"ordan"e ~ Ith I'TIQnufa"w,....I"'! ""."omn'lendCltlone. ~m"'v" " Irt ",nd " "'ter Ir"'m J"'I.to, "'pp l~ glu. to Jolot. ond Gompl"t.
", II ""111"9 belor" gfu •• eto. , . ,.1"'0,.. and roo' --"-'1:I ~IIIIIII' I~~ 6 . NAILIHe!> use NAILS NAIL 5I'AC.IHe!> (Delorm.d • -,n .. rm.". ._ :on ••• .h<onk,) Support. Edg •• Floor
ed (.I!'I· 41) 1::2' 6 ' 1::2' 6 ' ""'II ed (.I !'I· 41) 1::2' 6 " I. Nail dlomet.,.. 0' .191" I, eq,ulvCllont to e.d "ommon or I:ld . Inlutr ""II •. Mech"" I"" II~ drlv.n ""II. 01 e"val
or gr.ater dlo"",ter O1hIe.h pen.trote tho Iramlng memb.ro ot I .... t l.!l/<l" ma~ be u •• d. These ~lsed 5.frw.v1urtfi p*le~ S? Aud S 7 IMIh5+ I'cccmIJf471'1 f/;I.e-,/h/17_ A{Jf~ed
Pte/Ii sef of! s.Jutt-hr4l"/dm d",,kd 7"71z.. ~ ~.H1/~c.../?bI'7.5" APPROVED SUBJECT TO NOTED a:M10NS" INSPECTIONS GARFIELD COU"'ITY Bl1ILDmEP~ Date ~/'Z-By_~ LDCOPY NO INSPECrJON WITHOUT
1'l1l8I. PLANIi ON SITE 1 5'-~ " (N.T.SJ .... of I ® P/Y'I/I(k xC F W\1fJ1d'-toIuIt'rs 11-!'SfA.tI..HztWl $pecl ~~"f,h1 $ .,yf-~d'H7trt :t:.4'f~c.b~. '" ~.I/~· elCl f \ ..., . !Ib' lcIQ'II---l<::JU
• 12' 0'<:.1 I~ " CLR: -• .1/2" elCl I I>A5EMeHT I + 109'=9" f e' __1 "" ",,. _----'~0 5 /4 ' = 1'-0' ~ KURTZ 4 ASSOC.IATES, INC., 5012 COUNTY RD. 154 GLENV'lOOD SPRINGS, COLORADO ("110)
"145-6905 ALBERT SAMPSON AND TINA ROC.HO~IAK RESIDENC.E: REMODEL 4 ADDITION 125 CORYELL ROAD GARFIELD COI.!NTY, COLORADO DRAV'lN BY, M.C.E.K. CHECKED BY, B.J.K. SCALE, AS SHOV'lN PROJECT
#, 11 -26.01 DATE, PRICING SET, 11/09/11 CONSTRUCTION SET, 0 1/09/12 & REVISED, 01/26/12 ~ REVISED, 08/91/12 SHEET TITLE, FOI.!NDATION PLAN SHEET, S=:2
#5 VERT. :2'-e' e' 0.". <II I--.t-~~-t <t I"ALL SEE PLAN + t--t--t--t -::;:] I I II )./:::.. . I I I I I I I I t--f--+--+ ~~ I I I I I I , I #S HORIZ"DI"tL ~ t--t--t--t -::;:] ., 1::2
O.G. I I I I SE:EC/SS I I , , I I I I .. --t-++-t -::~ DII'IL #5 x 1:;211 ....--4e II <II e" 0 ." . <II <tlflllALL #4 <II e" 0.". EA. I"AY TOP 4 BOT. I It, I I r I I I I I ... t--t--t--t
-::;:] I I I I /lo I I I I I I I , t--f--t--t -::;:] I I t I I I I I I I I I t,--t,--t,--t, ~;:] II II II " II II II I' Il _ _ U __ IJ._...Jr' '::.::J 1111111 II II II I,' ,Ii ,'. ,'.
',' ", c\o o. o. t!J • "-=1 EXIST WNCf<ETe I"ALL -I(_III_X_II_X , ,seE PLAN ," ---S-~-.. -=-I'--O-.. ----------------------------~~ PROVIDE TOP FLG J5T flGR f--l---_ L6-~6 CONT. TREATED
1.11:2' x 1"'/4' SILL PLAT!: (RIP FRO'" ~ x 10) 1'\1 EXPANSION ANGH. PER A/SI DII'IL -SEE NSI 2-#S CONT HOf<IZ • • • • -5 '-0.~" DRILL 3 /4 ' d lo HOLE IN CONC ~ LOGo POSTCLEAN HOLES
• ATTACH W:2-PART STRJX,ruf<AL EPOXY 10" d lo . "ONe PILASTt:R 1.11:2" CLR n II II Ie" D IA. LOG-lPOST PBV6 POST BASE W s/e" Dla. x 1'-:2" THREADED ROD-EPOXY ROD TO POST 4 WNc.RETe GoRADe,
AS SHOII'N Of< e:XTef'l.IOR 9 .0 .<$0. ":2 HORIZ ........ ><.._--1 TIE <II T.O. PILASTER I 4-#4 VEf<T I I -ir--r---~#:2 HORIZ I ~ TIE <II 1:2" II II O.C. II II II II -.w -1-1. II I II
, I 4-114 x I 5:2" lee .. DII'IL'S SEE FTG j 5c.HEOULE' ---"<-____~ ...,="' =-mT1=""""";"~,""",,-\---' =13 " CLR EA. I"AY L -:-+----1 REINF. SEE FTG-. SCHED. EGlUAL EGUAL SEE FOOTIN6
SC.HEDULE L 1 FOOTIN60 TO BEAR ON IJNDISruRBED NA'T1.IRAL BEARING-SOILS OR "OMPA"TED STfW(, ruRAL FILL -------@E3 III = 1'-0" T'-"T I I PROVIDE LU-:26 JST HG-R • "ONT. TREATED :2x6 LED~ER
-ATTACH LEDG-ER TO EXIST RIM JOIST W !Ie x 5" I"OOD SCREII' .. e" 0.". TOP • BOT. I, !.EXISTING-SruD I"ALL 'I f TO BE REMOVED I I .. .. PROVIDE TREATeD :.-"+----1 2)(6 FLOOR .. .. .
.. , .. • •• .. .. • • 4 • .. .. .. • .. .. .." .. • .. .. • 4 •.. • .. .. 4 .. 4 • • , • • • .. .. .. • .. • • • JOIST Pf<OVIDE FOUNDATION VENTILATION EA END (SEE ARCHiTeCT) EXIST "ON"
. --'I"ALL • .. .. .. -I"--=-I'--O.. -----------------------~~ :-=---""""'---=------------5 ~RI D IS TO k-________________________ ~90~'-~O~"~Go~A~RA~Go~E~ ________________________ _I--FACE
OF SruD-4 TYP. NE'" CONSTRUCTION .:2'-0' /~" /~' -.1<-,<-PROVIDE HORIZONTAl. CORNE" :2'xe>.6/4" BAf<5 TO MATCH HORIZONTAl. DEEP i'tALL REIN!'-TYPICAl. _______ /'7"'o.A ~ i1--t--4-1BLOCK_OUT
(SEE ~f<A!. NO~) ~ i ( E "\ ., DOOR L-....:----..=.G..:..t -:'". ...:.:....-i.N ,...:\.:...::.::",=1-,--_...J_HI:>U_2...J.""r -4-___ ~J7_ t _ j I. ~ ~ ~~ _H~ +-j I .. ~ J~~O~-o' ..:~
., I ~ -..,.... 1<1" r· I~I-_ --f----'~+-__ <;L.. --~----~ I l' I Til' -'. I --'----,-___ --==-+ I 100'-0' -.I) -"~ -" . I I" I TF = "4'-10" ~=~4~~~~·6/4" "" -".S/4 e'~' U~--1i~~'_~"
~ I I t>" Z'o:: 'T,---___(( )4-I 4"~ ·lr4 ' e' L) -.jI rt-• • 5> () I WI • Ij> '( '-.JQ> 6 " ~~ .. ---->,•. -"~t I IOO~" I~1 ~ -"<--+1--+---. ~"+--->!.-r-=TFSf'..., I : ~ i ~ ---'~-'I,-TY-:;'~[
"I I I,ll t e" ~ AROUND 1-1 I I ~ ~~ 4"~~ ~ I qq'-S" '4 NOTeD I : ~T.O. SLAB T.O. SLAB • ""'-S"~II :1 y I 1""'-9' Til' • "e'-,,", ~ I ---TI f-I ---+ ~ ~~~ ~ I ; \..... TO DRAIN -II I
(B\ I TYPICAL ALL I B -l I AROUND I I: I \2Y ~ fA\: : I 6~ ft6' , ~ \2lJ I I I I I ~ I Jl I I J TI"t= vr--ilOO'-O' • r I I • I (() ~~~' --t 1 I I.'!! -tl---:-· r-T---+ I I ~ I I ~: L
e-" ----"<-., .. '-I I 4 ' YI ~ ..::", I T.O. SLAB ""'-S' T.O. SLAB • ""'-S'~I :I I I I !'O' SLAB IT I () I ""'-9' Til' • "Ie'-"I", ~ 'I ---T I ~ --"l<-I I\ '-T~O DR~AIN -II II ( -B
'\ I I ~~ALL 1 1 : 1'07 . : ,I 6'~ 4=6 l' I 'l I~O~-O" I h ~()OU21'i i(1 1 e'~ ., Til' = I I ~ I (J 100'-0-/l\ ~ HOU2.......... I 'h6" I ~~I ~ ----=-----~ 1-~H0U2 . .r r -' I:!::>.J
L:: • ~ 1" I .. I ~ I-'IN -I' .Y -----f-' -----, L -~ . , 1/THI:>U2 N .I) I --.or-"\". --r , r I • "1 ill H I -. • ,J , J ~ , (A\ \.J ~. ,L L -+-----~ --10 " --.I+-IO-'----:.rIN,...>jIir-.4---->I,;-{
H \2!) 1100-0'1--/fA\. ~ \.r ~"" \2lJ e" J ,<-,<-~" 5 FOUNDATION PLAN: GARAGE LDPLAN 1/4" = 1'-0" ~NORTH ope/lt hole ::;ods J2tfox1" fZeq tI /r e cI .A-t-pr:n:>i--J j<J 1 /'v!5pec:nOlA..
ISOO p> r: FOUNDATION PLAN NOTeS, I. ConGr .. t .. foundation "'011" to be /1)" thlGk. "nl .. "" not .. d oth .. r ... I" .. (\JoN.O) 2. Dlm .. nslon .. thl" "h .... t or .. to fOG ..
of Go""r .. t .. U.N.O. S. TiI'!. top of GonGr .. te "all. 4 . TF. top oP ",oMr .. t .. footln<l . S. .. d .. not .. " "t .. p In top of ... 0 11 6. SF. st .. p In top of ",=r .. t ..
Pootl"9. ~ .. typlGal d .. tall IISI. 1. Footl"9" cr .. to b .. c>t" on undleturbed not .... o l bearing .olle or Go"",oGt .. d eVvGt .... a l '111. e. HD designates ho ld-do ... n ""Gho,
as mc:n.lPo",tured by Simpson strong-'fl .. Co. Hd's sho ... n thle plan Gonne",t etuds bearing at thl .. l .. v .. 1 to the top of the 'oundatlon ... o lle. ~ .. t~plGal d .. tall HIS!.
". Flnl5h 9"ad .. & ar" to p,ovld .. 36' mlnlmvm ",ov .. , Po, .. xt",lo, footl"9". KURTZ ~ ASSOc I A TES, INC. 5012 C,OUNTY RD. 154 6LENY'lOOD 5PRIN6S, C,OLORADO ("110) "145-6305 ALBERT
SAMPSON AND TINA ROCHOV'iIAK RESIDENCE: REMODEL ~ ADDITION 125 C,ORYELL ROAD 6ARFIELD C.OUNTY, C,OLORADO DRAY'lN BY: M.C,.E.K. C,HEC,KED BY: B.J.K. SC,ALE: AS SHOY'lN PROJEC,T iI: 11-26.01
DATE: PRIC,IN6 SET: 11/03/11 CON <;.TRilcTioN SLST 0Yo3)Z. SHEET TITLE: FOUNDATION PLAN: 6ARA6E SHEET: S=3
~RID IS TO FAC!; OF S1\ID-I-_.-l TYP. NEI'"! CONSl"RUC TION 10'-4" 4 10'-fJ" DECK ADDITION 4 "_ 1 1 6'-1I~" I'-I"~ 1I'-1~" 1'-6~" 101-011 1'-1~' 1<-----------1----• tr I 't . ~., r •
"i tr -'k---, '? r-J /r --IN ., /r --IN • , I , . II '--.. u , .=.0 i 1 I . I J I !;XIST, 2xl0 1 ~ I +--=----="'::.....-;:J • 16 " 0 ,c.. r I ' (B\ "! :2 '-fJ" : '" \. !;XIST, I fl I
\ 5T7THUS ,V PI'I.OVIDe ~(.2)-2XI0/7"..A Ii i ,,:.;..r ('\ 2.10. ( A \ ,,@-,UiI 2-SPANCONT' V ®1-~)-q.ll2" '@"I I ~6~~it \21/~-c--+-------.r'~. ~I ~I(;~~-q~'~II~2"~L~v7.L~/+-----~~~L~VL~--~/---~--~r-
~",~o--,-,-~,-~~~",=-__~ ---, ~ 1111 , I , II I i II f? c.-=. ,~~-:i:' -_ :J 'L.':'~ .:.~ .:.~ .:.~ .:.~ .:.~ . :.~ 1 " '[:-':-~:::J q~ ( 2-SPAN ~--+.JI.i.I· ____ -ii-i.i ____ ~-------~-__t__:__:_--l
....... CONT, 1 '1: -\ III \ !l-SPAN q,1/2 ' I I 2-SPAN ' :1 COHT SCI • ii ' ' CONT, 1 1 q.l/2,'SCI 16' O ,C. -\ 'W2' ' ElCI. 16" O.G, !;XIST. 2xl0 _ !;XIST. " !;XIST. 2xl0 i' --, -EXIST
DECK SE!; DECK CONSl"RUC TION DOCUI-ENTS (0<1101/11) EXIST . Sl"RUC 1\IRAJ.. CONC. SLAe • ~~--~• -------J' • ' ~ i I ;1' 'l... , ....J L.. , ~ • 16 " O,C, (!l)-2xI0 1 1 • 16 " 0 C i
'I ' ... (FIELD " .. , 1~---~==~-----~--~-~~~rf------_4-:J ----PROVID!; 2.10 ) , () I L.... i 1 • • • '-STAIR OP~) (2)-<u/4' c L-, -J 0 ~ 12' O.C. (IN-FILL ~ L , ~:-..: ~ I I @'\ _~_
' _ ' _ ' _ ._:_ ' _ ' , --'L • ~ LVL,~ , '-'-'-'-'-'-'-'-'-'-'-'-.;r-' -' -' -' , ,'-' -' -' -' -' -" 1 1'-@(2)-Q.1/4 ' LVL ~~~RS ... ------f--.:----?""'", /*-6x6 6!;ARS r r~~!;~~~~
® _,_ ,_ ,_ ,_ ,_ , '-'_ '_ ,_ , J @' F'\..=·l!i1 ~ (4)-'1.1/4" ~ ' , LVL ,-*~xe ~:i 6!;ARS , ::;, dI !;XIST, 2xl0 L . 16" O.C.I \ ... ~~~--------,~ -~~~---~-------r DN ~ (2)-'1.1/4"
LVL --\ I!;XIST. 2xl0 :J ----i I i.'::J ----!;XIST, CONe. SLAe-ON-6"-AO!; c ----1,.----o '1,112" SCI 1 1 • 16 " O ,C , . 16" O.G. : 1 ' -' -r-:J cq ii iP c.: -..: , _:l I i r::< if (W'
.... ~'"'"' ---i~t;~~:10 l. 16" O.G. -..:::y () ,.. ' , -. ,15'\;( FIELD r1{~~~~:~~lE'~~OP~~~J'l;i-' • d VERIFY ~' (1) -'1 ,1/4" I ,["...: , I :t I '® LVLI It ~ ~ • PROVIDE !l/4" T4~
PL YI"lOOD OVER. TREATl::D 2x SLEEPERS • 24' O.C. (FINISH FLOOR TO MATCH i::XISTIN~) • --i • 16' O.C. ") i . I I ~--------~~------------~b ~ i l (3)-11.1/e' LVL . i I \0 I I . I I '-------!;XIST,
r--(3)-2xI0 FIELD VERIFY -, • -® i 1 i I • ~ n ' L-____O_ ,,~~~~._~ _~ O~_.-r_--· ~"'~I-~·~-~~~'~-~~·~~T--------'~T~-------~-,4r~~f (~ 9 I ' i L.. , __ . _ . _ ,_ ,--, -, -'-'-' -'-I
-, m PROVIDE I ) TREATl::DV 2x6. 16" O,C, ~., 6~~~-~r--~-----------~----------~ '" L!J ------------------------------------------>I.;--{ G ~T'MI't~~ H6R NO. D!;SCR.IPTION I») LlJ-2e
(s.. .. P .. ",k Gen ... Po", ',) ~ LU-26 + GentlnlJo", 2)(e L .. d9" Atto"h L .. d9 .. r p .. r AIS4 , MIU-1.61 /" 04 I, LlJ-210 ~ HUS-410 J 15'-6" 90'-0" GARAGE MAIN FLOOR FRAMI~ PLAN
NOreS, I. Framln,!! .ho",n thl. p lan Ie to be provld .. d unl .... noteod a. "xletln9' 2, -"'''--> /loor j Olet (eho"'lng JOI.t epan dlr .. ",tlon). !l. Floor jol.t. to be '1.1 /2"
ElCi/6000 vnl .... not .. d oth .. r",I ... (\.J,N,oJ. 4. Floor .h .. athl"'!! to be ~' thl",k (noml""l) tongv .. and groov .. p l~",ood (s.. .. SII .. athlng Hoteo., .h .... t S-I).
10. L ...2'-0'. IfJ'-IO" 5 1 _~" QI '_;2ot MAIN FLOOR FRAMING PLAN 1/4" I: 1'-0" • d ... lgnat ... HDR .vpport or po.t ",hi"", evpporte Iramln9 th le I .. v .. r. Mlnlmvm po.t elz ..
e, 2-2x4 and 2-2)(6 at 2x4 and 2x6 • t vd ",aile r ... p .. "'tlv .. I~. Y'tI .. r .. th .. poet evpport. a poet abov .. provld ... olld 1:>1=kln9 or 'eqvaeh 010"k6' thi-ovgh th .. Iloor.
Poet""'" HDR. Support s..r. .. c:lul .. , CLUDPL AN NORTH 44'-011 ~ rj!.¢;H~!, t#e;nJ,(r.s :=: ,.c.q,nJnf ~);e<-ft~5 II. ElCI d ... 19nat .. e Iramln9 memb<lr. manvla",tur .. d by EloI
... ""."ad .. or approv .. d .. qva I. Q.lI2" ElCI PROVIDE CONTINUoUS 2xl0 LED~ER -SC~ -TO -RlM HI 1/4 "dla. x !l' _________ SDS SCREI'"! • /12" O,G. TOP 4 BOT. t-4I !;XIST EXTl::R.IOR
S1\ID I"lALL TO 6E REMOVED -,--+-r 1 1 1 I 1 EXIST 2xl0 RIM ~ 100'-0" '), -!)) ® fJ' DI",. L09 Po.t ~ ~,-------ec JOI.t h""9",r or beam to b .. am ",onn",,,,tlon. 12, LYL • Lamlnat ..
d V .. n .... r Lvmber. s.. .. Strv",tvral ~ .. n .. ral Hot ... lor allo",aol ... tr ........ LVL' •• hall be I ~" thl"'l<. IUS-::Z!l11",~ /'-"--,EXIST 2xl0 SEE !;/52 + F1S2. P .. ",k
Gen.l:rv",tlon Po",v"",nt. 6 . ~ -:-_::::.:::-..:. ~ d ... lgnat .... tvd ",all evpport .. d on th .. Iramlng at thl. rev .. 1. 1, :S~===~~~ ",oed .tud ... a ll belo ... thl. l .. v
.. 1 01 Iramlng. Spa", ... tude at 16" on " .. nt .. r at a ll .. xteorlor ",all. and all bearln9 ... 011 •. e. Support head .. r ... "",h .. nd "'I th 2 .tud. (I Ja",k + I King! mlnlmvm,
'I. ",olumn or po.t from abov .. that I. euppcrt .. d on framing at thl. l .. v .. 1. @6 "x6 " Tlmb .. r Po.t @(:2)-2x6 End Po.t (s.. .. ~/SI) ® (!l)-2x6 (I Jo",k + 2 Kln9.) ® Exl.t
Po.t, 4x4 Mlnlmvm ® !;xl.t Po.t, (2)-2x6 Mlnlmvm @Steo.1 Golumn. TS !lx3x1/4 ",I ceo Gelvmn Cap to .. xl.tlng beam l!l, ~ .L .• ~Iu .. -Lamlnat .. d Tlmbc>r. s.. .. Strv",tural ~ ..
"..ral Not",. lor A ITG d ... lgnQtlone. Contlnvove ""Itlpl .. epan ~.L , beam •• holl ASTM 22F-V6, JST H6R~ • i::XIST CONGo I"lALL ---;1:-" =--::-I'-O-::-:":-----------------j@KURTZ
4 ASSOCIATES, INC. 5012 C.OUNTY RD. 154 6LENV'l00D SPRIN6S, C.OLORADO «no) "145-6305 AL8ERT SAMPSON AND TINA ROCHOY'iIAK RESIDENCE: REMODEL ~ ADDITION 1.25 C.ORYELL ROAD 6ARFIELD C.OUNTY,
C.OLORADO DRAV'lN BY: M.C,E.I<, C.HEC.I<ED BY: B,J.I<. SCALE: AS SHOV'lN PROJECT iI: 11-.26.01 DATE: PRICIN6 SET: 11/03/11 c(:nl~ IRLI c."TTo;.J ~E-T : 01/03/11. SHEET TITLE: MAIN FLOOR
FRAMI N6 PLAN SHEET: S=4
4 1 8 101-0'1 4S'-q' 141-5" ADDITION NEV'l ROOF i--------I--------l , •• I •• ' I I I i seE~~~~ i i , ~ I I I -I '-, --~--------------t_-I ~'-O ' L ~'-O " I I I i rD:l\ ! ~~i~~ L! ~'
-+-i' -------.." ~ A I rD\ T ,-r---L---~f:---r--------------.---------F-1" -l I' ~ -I' _____ -.l '; ~;X~~~.;.t. :; i ~ 8 1--'10,--_____ +-_1-1 _ ~5+_~---+_r: --.L@(!I) q . 1/2" @' (!I)
q . 112"~' ! J:) Pl'WVIDE@" J ~X~T l 1 eXIST. l ---li--------'1<--1 8 I I LVL HDf<. -~ LVL HDf<. '@' '® I (6)."".112" @' I~ ) MV.... r:1 (2)-2x6 r:1 : •~ I, , " I 'I e 6 LVL HPR 6 I
G }-(()+--_-+ _ ·-;--I, r;@--(::x~-~ 1@--I' lII ii x \ \ EXIS~}x7~ i //u'--, , 'I • .9 r-~dI ~ _ HDf<. r· 1 i i SCISSOf<. Tf<.USS 9 Sh , Ill I \ SISTeR r---, [Q;EJ I ' ii I~ I ' " PROVIDe
PROV1DE 1 -'. ~ ~.~ r-D I I I 1--+---------4--i i \ I /!.t~' " q' ~ ~r~LVL ( ~~~: ' PROVIDe 2,,4 Si1.IDS (PON'1" il'W.L IN ATTIC) IP 24' O.C . • (2) -'1 .1/2" L VL HOf<.IZ 8M ~ ~ ,c
I I' , , " I, '\ ' 'I /' H [ HORIZ. BM , :24' o.c. , ! \ 4~:2 i I 4~:2 " ii, I . _ _L::::.. __ r-_ -++' _ ~ i L::::.. _ J ' '-'=-1\ I;' -U I REPLAC-E ! Y -,7" -J---------I-------v--------------I
~:H)HJI0~4 " f'I'<OVIDE ~ \ I ,I4 ~:2 -OVIDe " I .R.F I r.;'\F I ~ 4~:2 /t;:~t--~, EXIST. ~---I ", 4,,:2, ' II 4~:2 .!1 r'~ S.IW>< 15" \; L::::.. ~~, If\!..! If\!=! '-' L::::.. //'"
I---f ~;};)~~j~~~_5CATe 9 1m: I 1 II I-[® 1/i \ i Ill(!)' 6 .L. , ~; ,1/L~' ! ' \\ ~ @IX w ~ l~ i f<.ID6e6M ~ I~I I, H~ CF..~ _~~1= ~~H--=-~,~.J==:J /°1'-'\ 'I f6\-il~v ~~:~e @//, ~
!I' '\ "L 'I .-I ' '=-' ~ ,HORIZ , . PROVIDe 2,,4 I, v , /I' [Q;EJ '\ ,6M " ..I' Si1.IDS (PON,.. I /, , I ....\.. ..\ " lr-il'W.L IN ATTIC) .I IP 24" O.C . • D )->1.,----+---,1-I F:::;t/::=
clr \ ,:--i--+-<. ...d , y ' . .'-,(2)-q.l/2" LVL ~ -,---.L---;-D=::;-L-It -,/!! ::J,r-.l' \l ' \ !I ;/[Q;EJ ~~i~~ I~ ~~r~~Tef<. "' \ ----,r-~! HOf<.IZ 8M ~ ~~~~~~~~~~~~~-~-I ~~~~~1~~~~~IR-1~~~
V"~ I ' ,,! E )-"1<------+-----+-;--+-'--, \ --( '® I 5. I/e' ,,12" CSo.L. @' ~ I , '-I ~\l()' -... L------t----------, _--.J PROVIDE /~ V 6 , Cell i .1. ,. I -::::--"8 I' (!I) 2x6 PRO~g~
~ ~I~eq" 6 .L. /.@'exlsTv l' ~ SEE l~~~~,...----" LP""j !1UC': 'l , I \;6)@H.DR iJ,·,HDI":--I: -------'I<-'t<-{F : • T'1"PICAL \ 56 ) I ='\ I I ~ , c C :2-SPAN CONT, l J ! I '.9 ~ '-../'I
~ COMMON L U SCISSO~ Tf<.USSI"-,,,,,,,-L J (() ~ ~t~~ i ~~i ----------, ~ .==~\~C~~~~~~:~~~~~~-~~-~~-~~-~~-~~-*-~~-~----~~ ,=-+---___ ----1r---+--, ,I; \ J HDR ./' V '-1(2) -11.1/6 "
~ 1@'i21(2) II . t$~r---1_ ~-'--" .1:'-_...Jl..:L:V.L.!.!:... ________-t-________---"-'I<-' 1 ______________ ®_~_6 11_ I ~~,~~ @i ~H-------r_-j -'1 -~ ~ f ~~S~Tf<.USS-9 I "'-'-' + T
---~ -f ------v: I -I (2) II. t~ ~ 1 ~~~~ L __ L_~~~f<.A~~_. _____ ._. r-._ . ____ . __ . _'t -,,<---'01,-{ G G~----+----->L1J"->I)---'l-u J r 1 1 ~~c=L_i--~~~ _~ ~ ~ I '--2,,6 LOOKOUT
1 12'-0" H<Sf<. NO. DESCRIPTION I i"IJS-26 3 HU-26 • 2><10 (SEAT GUT) • A!lS. 2x6 HlJC,-210-!I 10 '-1~" vq" 9':, [<I" • 24" O.C. q!!.., l{ 6 '-0" i q'-4" I), :10'-0" 6AAA6E 5 '-2' I
s'-q~' C!:.~ /.5 ::;;77, 76 ~ 5 6 /PRE·ENGINEERED RF TRUSSES \ \ ROOF FRAM I N6 PLAN: RES I DENC.E LDPLAN ~NORTH HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTlON 1/4' = 1'-0"
ROOF FRAMIN6 PLAN NOTES I. .......:... -,--D ... 19n"t ... r"ft .. r or pr .. m"",p""tured rooP tl"lJe., .ho .. ln9 .p"n d lr .. "tlon. :2. r~:----ee Jol.t h"nger or "'"m ta beam "a""."tlon.
5 l"Iaac:l .tud .. o il belol'l th l. I .. vel af fromlng. ext .. r lor l'Io lle ta be 2,,6 etuds • 16 ' O.C .. 4. Minimum he"der . Iz .. to be 2-:2x6 "t 2X4 .tud ",,,II., "nd 9-2><6
"t 2><6 .tud 1'1011 •. 5 . Suppart h .. ad .. rs .. ""h .. nd I'Ilth 2 stud. (I J""'" • I "'Ing) minimum. 6 . • D"&19n"t .. e h""d .. r '""pport or po.t .. hl"h .upport. Pr"mln9 th l.
l .. v .. 1. Minimum po.t .Iz ... , 2-:2><4 "nd 2-2x6 "t 2><4 "nd 2><6 .tud .. "II. r ... p .. "tIV .. I~. Po.t ""d H .. "d .. r ~port s.:.hedul .. @6 ' d l". Lo9 Po.t @(3)-2x6 @(3)-2x6
(I J",,'" • 2 Kln9.) @(4)-2x6 (2 J",,!c.e • 2 Kln9.) ® (!l)-2x4 TC Lt.-e Y-O;?Sf? #/{, /~ I . //-----. 1. LVL. L"mln"t .. d V .. n .... r Lumber. s.. .. St:1"IJ"tur,,1 6 .. n .. r,,1
Nat... Por allo .. "bl ... tr ...... e. LVL'e to be 1.3/4' thl"'" un I .... not .. d ath.or .. le.o. 6 . CSo.L.' 6 Iu .. -loml""t..d timber. s.. .. Stru"turol CSo .. n .. rol Nat ...
for AITC ""slgnotlans. Contl",aus multlpl .. spon 6.L. becOme .holl be ASTH :22F-V6 . q. O.F. d ... 19Mt... ov .. rfr"mln9. At 9 .. n .. rol "ontrOGtor'. r .. qu ... t O.F. to be euppll
.. d by true. monuPOGtur .. r . Alt .. rn"t.. O.F., ..... C/56. 10 . (X/12) d ... 19n"t ... be"m .Iop ... II. 6>< tlmb .. r beom. to be Dou91".-Flr Na. I or bett .. r . ® 6 ",,6 " Timber
Po.t bet ...... n ee"m. ® 6 ' x6 ' Timber Po.t .. I OCC-66 ""'"hlt .. "tur,,1 Po.t C"p (O .. n .. r V .. rlf'>' ® e x6 Tlmo.or Pa.t 8 :-"c~))"1.' M)#j~/, ~ "c~)nt ~)1-e(/.ht!n5 KURTZ
$ ASSOG I A TES, ING. 5012 C.OUNTY RD. 154 GoLENV'lOOD SPRINc::.S, C.OLORADO ("no) "I45-f>905 ALBERT SAMPSON AND TINA ROCHO~IAK RESIDENCE: REMODEL ~ ADDITION 1:25 C.ORYELL ROAD c::.ARFIELD
C.OUNTY, C.OLORADO DRAV'lN BY, M.C..E .K . C.HEC.KED BY, B.J.K. SC.ALE, AS SHOV'lN PROJEC.T II, 11-2f>.01 DATE, PRIC. INc::. SET, 11/09/1 1 Co;J$~U.::.-TlON ';ET: O,Vo3j,2.. 5HEET TITLE,
ROOF FRAMINc::. PLAN, RE5IDENC.E 5HEET, S=5
1-I 1 ) REIIOVE EXISTING WNCRETE ~ i'lALK -PREPARE FOR PATIO REMOVE i'llt()O~LIDOOR, ~ _________ ~~N~~_':_~_~~~ _____________ --------------Lb=~-------I TO RECEIVE SLIDING GLl\\' DOOR
PER NE¥oI PLANS , f REMOVE ¥oIINDOi'I -INFILL INFILL REMAINING OPENING : " __ ____ 0'~~~~ !¥_~~ ________________ ~.-~ AS NEEDED ,I ,I r:;:::;==~--;;:-;-;:-;;-;:-~-~, '!I _~n~_:~ ~_-__
:: n_ -nn n -~ II~,I I I II I I I I I II I \ II 1"_' t_~_:)j ~=====J \,. Ii 1 ~ REMOv'E EXI5TIN6 WINDO~AOER REMOVE EXIST'G SIIf(-__ ~ : : PREPARE OFENING FOR NE¥oI PIGTURE EXISTING t<OOM
TO REMAIN AND BEWME MECHANICAL Rro-1 AND WASHERIDRT'ER :,:, , ¥oIINDOi'I PER PLANS REMOVE MEC.H C.L05ET , AND EGlJIP -TO ElE : RELOCATED TO ADJA(;ENT ,,: , EXISTING BOAT GARAGE TO REMAIN
N ::~~?,~~T10N PLAN BASEMENT E8 ,r ---,, ,, ,, REMOVE i'lINOOVolS AND PARTIAL i'lALL TO RECEIVE NE¥oI i'lINDO¥ol VERIFY RD. ¥oil i'IO¥oI MAIU'. REMOVE ¥oIINDOVolS AND ¥oIALL TO RECEIVE
NEi'I GLASS DOOR S"(STEM VERIFY R.O. ¥oil DOOR MAH.f. ---. --------------------~ +----t---~~le'-=o' _----_,f< ,, VERlF"( RO. , REMOVE ¥oIINDO¥ol -INF ILL b'-b 11.2' i'lALL PER PLANS
REMOVE ROOF 1 GLG -----j S"(STEM -THIS AREA ONLY : -----<[ --.F---------![ -Ec-----------y ----------------~.;r ----------}C_-_-_-_-_-_~<[-----O'---------------""~:::;:;::==::Jj~ -----:-:-:-:-:-:-"==
=~ _u_~_ __ _U_H h __ un ,n_nnn_ --1"--------h-rr-::-:; -':':~')r~-__ ~ ~ : _:I.. .. : :' ~ I d ~ \ : : I L~-+--,II II /. , , "---------------1) , .., ,: ' I \ _________ ~ • I REMOVE
EXTERIOR FINISH ...;'. .---1 MATERIAL -PREP i'lALL FOFl : L<~-dJ : ~ ----------~REt_'OVE EXISTING BATHROOM : : r l ;-, : FIXTl.RE51 ~L5 /PU.M611tS I I I 1/\ I NE¥oI INTERIOR FINISHES
, : ' J' " --' : ETC. RELOCATE PUMlING PER REMOVE INTERIOR ',' : ~ , NE¥oI FLOOR LAYOOT PLAN Y REMOVE i'lNDOVoIS INFILL -t----:": , ' , __ , : PARTITION KA.l..L FUJ5H HITH EXI5T'6 111
,------tc=.o=~---., ----ll~ i REMOVE SPIRAL STAIR INFILL FLOOR OPENING PER S TRlJCllJRAL I I .. .. , I I I~ I _-;-_-++',... I I /"'-I f = === r ==~r---I-... -_---... "l---., : : I .......
'-r f ---" I: , I :/... '/\~: : :: :f ___ , ',_':: II: /I I ~, :: I '-_____ ..4/...... ,II I II I _~ _" I I : : I /: , : \ ~ I I : ~~~-::~;~~:,,::,::}rr-""', ~-;/\ ~ __ : -~ -r .-~~
~: ~',:·-.. ~:J~::d t~H:~{ lLJ l ~-~!' \\ /~\: :r:;:::l. ~ : I ~,./I : \ \ ... : ' III \ : : : : : : : : : : : I --" .. I I " " ,' : L.-REMOV'E DOOR INF ILL I I ~_' I \ "". '" \ , I
I I , I I I , I I I 7~ , I I II r : ~ .... ·~~~.:':;r J:: \ " I 1 I I I I I I I I ~/II ~/"\ I 1:=============:::::1 II ' WALL FLlJS.H W EXIST I -:~:::----:;'------' ~---------...,;:r--"'1
I I I I I I I I I I ~/II ~"-' \ I I I I ~~ I y--.-.-~ -r-------..... r-2"-------------:::L--, • I I I I I I I I I I ~I ~,,/I 'I I .!._-'" : I I :-_________ L~~_J_1_LL_~~_.LJj I r """'~
~--.. ,~_ _' _-:.:-_::::::::::JT\'_ -"/: : i r-----\----------------------I t-------J r: /:N~ EXT~~I:~~~-;------~~~~~~~~~T-----------~ LREMOVE ALL INTERIOR PARTITIONS) ~::~::::~lj;--/,-------,
:: : ~~TAIRS 1 CABINETRY 1 ETC. :: •• EXISTING c.HIMNEY TO REMAIN REMOVE EXTERIOR FINISH ON THI5 i'lALL PREFARE FOR INTERIOR GYF SO \---------1 I:: AS SHOYfi DA5HED :: ----,: : /-~ !
: i: ~~ RE~ ENTRY STAIR I I /::: EXI5TING GEILlNG TO BE ~ :I f-}~ H.AlK I LANDING /:: : REMOVED _ REFER TO NE~ '-__ u ____ J I , I ' I ' r-------,' • \ I,' PLANS FOR ADDITIONAL I I I
, ________ J ) -Jii ROOF ~ORT I SHORINGI toooooooj: , /REMOVE i'lINDO¥oI -INF ILL :: i'lALL FLUSH i'lITH EXISTING " " " ,,'',, "" " -""i, ,,, , REMOVE ¥oIINDO¥oI AND PARTIAL i'lALL TO
RECEIVE NE¥oI ¥oIINDO¥ol VERIFY RO. ¥oil HD¥oI MANJF. REMOVE ¥oIINDOi'I AND PARTIAL i'lALL TO RECEIVE NE¥oI ¥oIINDOH VERIF"( RO. ¥oil i'IO¥oI MAH.f. VREMOVE ¥oIJNDOi'I -INFILL :: i'lALL
FLUSH i'lITH EXISTING " b, REMOVE i'lALL TO REGEIVE NE¥oI ¥oIINDO¥oI VERlF"( RD. ¥oil i'ID¥oI MA~. REMOVE ¥oIINDO¥oI AND PARTIAL ~~; ~~~0i'I 1 PARTI:.-m --: --'_00 ____ -mmn umu l mmu~'~~-I~_7
l' '_u_nnu __ u ____ uuunn _ nu_nn_, _nnn: n __ __________ [ ' __ J i'lALL TO RECEIVE NE¥oI i'lINDO¥oI VERIF"( RD. ¥oil i'IO¥oI M~F. i'lALL 1 AND DOOR FOR NE¥oI ¥oIINDOi'I LOCATION REMOVE
¥oIJNDO¥oI AND : REMOVE GARAGE DOOR AND PARTIAL ENTIRE i'lALL FOR : VoIALL TO RECEIVE NEi'I ¥oIINDOi'I NE¥oI ENTRY POF-OOT ,,: VERIF"( R.O. i'I/¥oIDi'I ~F. , REMOVE ENTR"T" STEPS AND
SIDEVoIALK ,, ,,, ,, ,, NOTE, ALL PLUMBING TO ElE REMOVED AND NEi'I PLUMBING INSTALLED T ME T WRRENT WDE5 NOTE, ALL ELECTRICAL TO ElE REMOVED NE¥oI ELEGTRIC.AL TO INSTALLED ¥oil NE¥oI
PANELS TO MEET aJRRENT WDES N ,, ,,, , DEMOLITION PLAN MAIN LEVEL E8 L ________ J SCALE' 3/11>" , 1'-0" DEMOLITION NOTES I. THE WNTRAc.TOR SHALL PERFORM ALL DEMOliTION I'oIORK REGlJIRED
TO WMPLETE THE RE~ATIONS . .2. THE WNTRAc.TOR SHALL VERIFY ALL EXISTING CONDITIONS ON SITE AND WMPARE THEM i'lITH THESE PLANS. ANY ERRORS. 1NC0N5ISTENCIES. OR OMISSIONS DI5WVERED SHALL
BE REPORTED TO THE AReHITEC. T PRIOR TO BIDDING. :l. 4. 5. b. 1. THE WNTRAc.TOR SHALL ElE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF THE OOILDING STRlJCTURE !6 NEEDED ru:tING DEMOliTION
AND WNSTRlJCTION. THE WNTRAc.TOR SHALL ElE RESPONSIBLE FOR ALL TEMPORAR"( PARTITIONING AND FOR SECURING AREAS CURiNG THE DEMOLITION AND WNSTRlJCTION I'oIORK OF THE PROJEC.T. THE ARCHITECT
SHALL ElE NOTIFIED ru:tING DEMOLITION IF ANY ARE!6 ARE ~RED THAT INDIC.ATE ADDITIONAL OR UNEXPECTED DISREPAIR OR DECAY. OORING DEMOLITION AND WN5TRlJCTlON. THE CONTRACTOR SHALL PROTECT
THE PROPERT"!" FROM DAMAGE GUE TO i'lfATHER OR OTHER WNDITIONS HHIc.H MA"( ARISE AS A RE:a.T OF TEMPORAR"( EXP05VRE. DAMAGE ON THE WNSTRIJC TION SITE C.Al.l5ED B"( THE WNTRAc. TOR OR
A PART"!" TO THE CONTRAc. TOR ru:tING DEMOLITION OR CONSTRIJC TION SHALL ElE REPAIRED PRIOR TO THE CONTRACT DATE OF SLeSTANTIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OHNER. e. THE
ELECTRIGAL WNTRAc.TOR SHALL PROVIDE ELEGTRICAL DEMOlITION!6 REGlJIRED TO INSTALL THE NE¥oI ELEC.TRlC.AL 1'oIORK. EXISTING LIc5HT FIXTURES. 5¥oIITCH <SEAR, ELECTRICAL EGlJIPMENT, ETC.
ElEING REMOVED SHALL ElE RETURNED TO THE OHNER, EXCEPT FOR ITEMS ElEING RELOCATED. q. THE ELECTRICAL CONTRAc.TOR SHALL VERIF"( ALL ELECTRICAL REGlJIREMENTS AND THAT THE EXISTING PANEL
¥oIILL Ac.c.OMI"ODA TE PRIOR TO THE WNSTRIJC TION. 10. THE MEc.HANICAL CONTRACTOR SHALL PROVIDE INAC LAYGUT 1 REGlJIREMENTS PRIOR TO START OF DEMOL TION. THE MECHANICAL CONTRACTOR SHALL
PROVIDE ALL DEMOlITION I'oIORK AS REGlJIRED TO INSTALL NEi'I INAC 1'oIORK. II. AN"!" CONC.EALED OR IJNKNOHN WNDITIONS UNGOVERED THAT ARE OF AN lMF.(JAL NATURE NOT OROINARIL"( ENC.O..!oITERED
IN I'oIORK OF THIS KIND SHALL ElE REPORTED TO THE ARCHITECT ElEFORE PROCEEDING i'lITH AN"!" ADDITIONAL 1'oIORK. NO CLAIM FOR ADDITIONAL COST OR FOR TIME EXTENSION i'lILL ElE ALLOi'lfD
i'lITf'O.JT PROPER NOTlGE, PRIOR DETERMINATION OF EXPENSES AND TIME. AND AUTHORIZATION TO PROCEED. 12. ALL MATERIAL SALVAGED FROM THE PROJECT SHALL REMAIN THE PROPERTY OF THE OHNER AND
BE REMOVED. PROTECTED. AND STORED!6 DIRECTED BY THE OHNER 13. THE WNTRAc.TOR SHALL PERFORM ALL WHING, FITTING OR PATCHING OF CONTRACTED I'oIORK TO MAKE PARTS FIT TO<5ETHER PROPERL"(.
THE CONTRACTOR SHALL NOT ENDANGER AN"!" OTHER VoIORK B"( WITING, EXGAVATlNG, OR OTHERVoII5E ALTERING THE TOTAL I'oIORK OR AN"!" PART OF IT. ALL PATc.HING. REPAIRING, AND REPLACING OF
MATERIALS AND !>JRFACES WT OR DAMAGED IN EXEWTION OF I'oIORK SHALL ElE PERFORMED SO THAT SU<FACES REPLACED i'lILL MATCH SIMILAR, SURRGWDING SURFACES. 14. EXPOSURE TO ASBESTOS OR OTHER
TOXIC SJB5TANCES, IN THE EVENT OF DI5GOVERY OF A5ElESTOS OR OTHER TOXIC. 5I.e5TANCES, OR THE SLeSTANTIAL RISK THEREOF. THE CLIENT H!6 THE GUTY TO INFORM THE OHNER OF THE KNOi'IN OR RE!6ONABL
Y KNOVoIABLE RISKS. IF ASBESTOS OR OTHER TOXIC !>JBST ANCES, OR THE RISK OF EXP05VRE TO THEM. IS DI5WVERED BY THE CONTRACTOR GORING I'oIORK ON THE PRO..ECT, THE CONTRACTOR SHALL HAVE
SOLE DISCRETION TO SUSPEND I'oIORK ON THE PROJEC.T. THE CLIENT SHALL HAVE THE GUTY TO PROMPTLY RETAIN A GlJALIFIED EXPERT TO SAFEL"( REMOVE, ENCAP!>JLATE, OR SATISP"( ANY AND ALL REaJLATOR"(
AGENCIES REGlJIREMENTS FOR THE RESOLUTION OF THE WNDITION. THE CLIENT SHALL HOLD HARMLESS :wc:.oNTRACTORS AND THEIR OFFICERS. AReHITEC TS. AGENTS. AND EMPLOYEES FROM AN"!" AND ALL LIABILITY
ON THE PART OF, OR DAMAGE TO. INCLlJDING LEGAL FEES AND EXPENSES AS !>JGH FEE5 ARE INC.URRED. THEIR ENTITIE5 OR PERSONS i'lHlc.H MAY RE!":VLT FROM EXPO!>JRE OF A5ElESTOS OR OTHER TOXIC.
!":VBSTANGES ON THE SITE. • • • ARc.H I TE6 T Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970.945.8168 • • • SEAL .::L.. Cd -....... o~ ..c u o 0:: +-l ~ Q) ...0 .....-<
< • • REVISIONS: • • • .&. 8-11-12 WNST REVS • DRAYIN BY: TLM 6HEGKED: TLM DATE: 1-24-l2 SHEET NUMBER: DEMOLITION PLANS • •
..oS,, ) ( ) \L.~91 0,.~<,-4~2' E<SRE55 HINDOi'! -C.ASEMENT b'-o" [2 '-0· 15'-.2 ' .2'-8' ~~, -PO 1 [;' DIA PEELED' \ PINE L0<S5 fOR " _~' DEC.K """'PORT -,j~'--~--I,' -1'-10' Ib'..q'
.2'-8" --+-r----i -----~+-.(1\. C;.....--J.)UI \Al) OOJBLE 10' DIA PEELED~.-,--_-+, '--/PINE L0<S5 ON STONE l,-_ _ _ WUJo1N BASE 3'-0· f----+----·5~:,, _€E":. MAIN LEVEL PLAN fOR STAIR
LAYOIJr _ _ _ _--r--=--=----+....~. + -[=DEC.K _____ J I DIA PEELED PINE LO<S 1 1 1"-''!----8" DIA PEELED PINE LO<S 1----N1EH WNc.RETE RETAININ<S HALL HITH CUL TL!<ED STONE VENEER L
_____ _ PATIO I 1 (6\ FINISH PER OI"lNER I ~ /:> f~::I~C::LED' \ u 1 \f::;!) TYP Of 4 , , _ , EXISTlN<S) [;'-b 11.2' 10'-0' 10 '-0' q'-O' 5'-.2 'U L /~3O'X42' E<SRE55 J i'lINDOH -C.A5EMENT
fURR W~RETE HAl I HI.2Xb SOO HALLS TO MEET IN5IA.ATION REG1-1T5 TYPlc.AL THRCWH-OJT WFINISIf'D"\ BASEMENT \ E, MEC-HANIC-AL ,,( C-ONC-,, , EXISTIN<S UTILITY ~ : SINK 1 PLUMBIN<S : ,
/~----.------~ (;> 4'-0' Po TO BE RELOCATED If; : TO TH IS AREA W"t::~:::tn I::l G ~ BASEMENT HALLS I L TO REMAIN TYP 1-NEH Of'ENIN<S THRCWH L~ EXI 5TIN<S W~ HALL I \/1 ALI<SN HEST SIDE
HI Q ~~~'~~ UWTERTOP PER Oi'INER --I vV-V v " ~ AND BEAM PER STRJX;T. R < NIEi'I STEEL WLUMN ~ '-RE~ EXISTIN<S I I MEOiANIC.AL RM HALL I";;' 3'-4 la' ;?. II \ 3'-4 1/.2' '-II la' V~
L L-'" q'-IO la' 3 ,~ /' 15R11bll' EA ~IL 30' I I I I I I CS · ~ /.~ i I ~ J,gj :-"'-~ I I I I C-ARPET BASEMENT HALLS TO REMAIN 5HOi'IN SHADED TYPIC.AL <10,,,, 1 ' fIREPLAc.E TO REMAIN
" EXISTlN<S C-ONG [ " -, ~. UNFINISHED BASEMENT ONLY MAIN BEARING PARTITIONS ALLOWED "~ ~~ \ ... ~ 1~,4-14TOII ~' EA i'of!I:lV"E NOSIN<S OOI.NDBATT"IIN':'>.J JlIIII_--t--·f;j' BATHRM
' -u-WRNER 1'--~(J~ .t: -it; , ~ I , TILE .,.., :>TO. ~ l;l ;,:. AS SHOHN DASHED \ I. 5HOHEX --I I ~;; .2xb PUMBIN<S 1&1 , '" : VANITY 1 ~ --11 ~ "' .... E!. 0 ~ ;,. ~ ;:; I~ i::! 1'-'
Q I I u "" -I-r:--STAIR , ;" Y '" h--I WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a l1 : single bar sink and no standard size
kitchen appliances such as a stove, oven, dishwasher or full size f', /-~r--~~ .-1 9 i'OOD L---I------------r-, -----------rI---'ti1U g~ ~~ ~ I 1 iIoFILL HINDOH OPENIN<S -' \ '" ~ ro&~OO~
I refrigerator. Counter space 15 limited to 25 square feet. I I I I -------I I SIDES Of HALL '\ " .' i-I I I I II \. C.RAHL5PAc.E"\ II 4 I \ ~~~~ I I -I 1 ..L L-, '5ep~(l/(k (5tA1 IdtJo1Cf,
PermiT ~lAlrW -lv (1fJ ish 8.1"Jem!l1f. ~ W~RETE SLAB :\ ON ISRAOE i'of!I:lV"E \ I I I I I ~I II2' 3'-10 la' l ( 3'-10 I. 1"'-."""", fRAMED STAIRS 1 LANDIN<S I I L EXTERIOR HALL5 TO
BE .2x6 He> 5TUD5 AT 16" o.c,. y.j/R-.2S BATT IN:>.JLATION INTERIOR HALL5 TO BE 2x4 "'D 5TUD5 AT 16" o.c,. 50JND BATT IN:>.JLAT ION "'HERE INDIC,ATED A5 DA5HED F'LUMBIN<S HALL5 TO BE
.2x6 ",D 5TUD5 AT 16" O.c,. "'HERE INDIC,A TED FURl" EXI5TIN<S ",ALL5 AS NEEDED TO MEET IN:>.JLATION REGlUIREHENT5 FLOOR PLAN GENERAL NOTES I. .2. 3. 4. 5, b. 1 1:;. DIMENSIONS ON fLOOR
PLANS ARE TO THE OIJrSIDE fAc.E Of SOO ON EXTERIOR i'lALLS, AND fAc.E Of S11JD ON INTERIOR HALLS, UNO. VERIfY ALL PENETRATIONS AND RCOOH Of'ENIN<S5 IN THE f iELD . PROVIDE fIREBLOCKIN<S
AT ALL LOCATIONS AS REQUIRED IN THE INTERNATIONAL BJILDIN<S WDE. TAPE, BED, SAND SMOOTH, AND PAINT ALL <SrP BD 5Ul<fAc.ES AS REQUIRED. INSTALL SMOKE DETEc.TORS AS REQUIRED TO MEET ALL
APPLIC.ABLE WDES. PROVIDE 5OLlD.2 X i'IOOD BLOCKIN<S fOR ALL HALL Io'G\JNTED ITlEMS, I~LUDIN<S <SRAB BARS, RESTROOM fIXTL!<ES AND EGlJIPMENT, SHELVlN<S, AND OTHER FIXru<ES AND EQUIPMENT.
VERIFY LOCATIONS i'lITH Oi'INEl<. IT IS THE WNTRAc.TOR~ RE5I'ONSIBILITY TO VERifY ALL DIMENSIONS. WNSTRJX;TION, AND EN<SINEERI~ WOROINATIOO PRIOR TO WNSTRJX;TION. If DI5c.REPANc.IES
OCGJ.IR. WNTRAc.TOR IS TO c.ooTAc.T THE ARc.HITEC.T PRIOR TO WNSTROCTION. ALL PLUMBIN<S, SEHER, AND DRAINA<SE TO BE SIZED BY PLUMBI~ c.ooTRAc. TOR 1 EN<SINEER IN =ANc.E HITH ALL LOCAL
AND NATIONAL WDES, PRIOR TO START Of WNSTRJX;TIOO. DIMENSIONS ARE TO C.ENTERLINE Of DOORS AND i'lINDOi'I5. C.ONTRAc.TOR TO VERIFY RCOOH Of'ENIN<S REQUIREMENTS i'lITH MA)lJfAc.TL!<ER
PRIOR TO fAAMIN<S. NOTIE, PROVIDE HATER 5(,f'Pl. Y TO REfRI<SERATOR PROVIDE 50LID BLOCKIN<S BEHIND ALL HALL Io'G\JNTlED ITIEMS 5iJc.H AS TOHEL BARS, MIRRORS, C.ABINETRY, ETC.. ALL ROOf
VENTIN<S LOCATIOOS TO BE HELD BAc.K FROM EO<SE Of ROOf TO MINIMIZE VISIBILITY. WOROINATIE PLUMBIN<S 1 ELEC.TRIC.AL I MEC.HANIC.AL !'11TH EAc.H OTHER PRIOR TO ANY INSTALLATIOOS' LOWER
LEVEL FLOOR PLAN 5c.ALE ' 1/4' , 1'-0' 1,4Q3 Sf. MAIN LEVEL EXISTIN<S 1,122 Sf. MAIN LEVEL ADDITION I!JOO S,f . BASEMENT EXISTlN<S 3,415 S,F. TOTAL LIVIN<S AREA Ib3 S.F. MEC.HANIC.AL
1,4qO S.f. <SARA<SE • • • ARGHITEGT Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO ph 970,945.8168 • ~ \-... (l) ,.......0-~ • • SEAL • • REVISIONS: C> =« 0::: C> ----' C>
L.) <=> C> C> 3:: :z: llJ ---' ~ • • • & 8-11-[2 WNST REVS DRAHN BY, TLH CHECKED: TLH 1-14-[2 SHEET NUMBER LOWER LEVEL FLOOR PLAN • • • I
5'"6" 6'-0" c -c' c -' C:! 10'-0" 4b"x21 "d LINEN 1'-4 la" ,f-J'--..,!< .2' I: ~G) " oR '" .25'-0" DIREGT VENT GAS FIREPLAGE 32" l'!IDE II{,$, ",7//75 11 '-0" Nfl'! DEGK 1 AAILING I
:Ih AND SA'PORTS PER 'YJ' S TI<UG 1URAL \ NEl'! 3 PANEL GLASS DOOR l'IALL SYSTEM ~'-O" VERIFY RO. i"V MAr.aJF HOOD ABOVE Y1ENT THRL ROOF tvfASTE~ BEDMOM CA~PET -' '" ,, , -REMOVE e<JARDRAIL
THIS AREA ONLY TO ALLOl'I FOR DfGK ADDITION "-0" o REMOVE PARTIAL AAllING, ADD OOJBlE 10" DIA GO NOTE, DECK aJlLT l'IlTH PREY1aJ5 PERMIT SET. ADDITION TO THE scmH AND ADDITION OFl'osrs-ANDj1WOF1V
0C1lEy;;--;=------,1 STAGKED FROM ElELOl'! PER I I 't:Ji:JO:=~~\==St:=====SJc~J STRUG1URAL. REPAIR e<JARD~IL I I TO ATTAGH TO POSTS 11'-6 11.2" COVE~Eb DECK COMPOSTE Y'lOOD 43'-~" EXISTING
12' 0" VERIFY R. . i"V MAloIJF NEl'I FREEZE ~ HOSE Blse i"V SEPARATE 5HJT I ~ ,56" f---" ----------@-Nfl'! 4PANEL c:;LA55 I I "-LINE OF GElLING DOOR l'IALL SYSTEM "-.2 1/.2" FU<R"OJT
l'IALL FOR 11.6 o .2'.0" II'-e" I ABOVE t-='T-+-+--+-..c...::------+ I DININe7 ~OOtvf '" 1'".2" I I 1(),t-_4'+ -_I,_e"_~~~ ___b_ '~_'_ ___-* I I d() -------I d() I 156' DBl OVEN .1'-0·
AAISED GOJNTERTOP I PROVIDE SUPPORT I BRAGKETS AS REGl'D 1,2 I LINE OF Il'IALL BELOl'! I Y-IOOD D IRE';G T;:v,."...,"'VT11<11' SIDED l'IOOD BURNIND FIREPLAGE 40' l'IlDE 1-----, I: B_A_T_H
........ ....<.1 ri:\ ~ TILE ~1'-6~"~::.2~,"~q"=-1 ~> -+---jt.===~ (0) @b'-O· "-;.>. "-ABOVE <;> I "--EGlJAL INF ILL l'IALL OPENING EGlJAL BED~OOtvf #2 CA~PET PROVIDE FRAMINGI5HEATHING
OYER EXISTINiS GONG SLAB TO ALIC:;N l'!ITH EXISTING Sl.eFLOOR FLOOR PLAN GENERAL NOTES I. DIMENSIONS ON FLOOR PLANS ARE TO THE OJTSIDE FAGE OF SOO ON EXTERIOR l'IALLS, AND FAGE OF SOO
ON INTERIOR l'IALLS, UNO . .2. VERIFY ALL PENETAATIONS A)() RaJGH OPENINGS IN THE FIELD. 3. 4. 5. 6. PROVIDE FlREBlOCKING AT ALL LOCATIONS AS REGlJIRED IN THE INTERNATIONAL aJlLDING
GODf. TAPE, BED, SAND 5I"OOTH, AND PAINT ALL GYP SO 5IJRFAGES AS REGlJIRED. INSTALL 5I-'OKE DETEC,TORS A5 REGlJlRED TO MEET ALL APPLICABlE GODES. PROVIDE SOLID .2 X l'IOOD BlOCKINc:;
FOR ALL l'IALL MOJNTED ITEMS, INGLUDING GRAB BARS, REST1<OOM FIX11JRES AND EGlJIPMENT, SHELVING, AND OTHER FIX11RES AND EGlJIPMENT. VERIFY LOCATIONS !;ITH Ol'lNER ,. IT IS THE GONTRAGTOR'5
RESPONSIBILITY TO VERIFY ALL DIMENSIONS, GONSTRUGTION, AND ENGINEERING GOORDlNATION PRIOR TO GONSTRUGTION. IF DI5c.REPANGIES OGGUR. GONTRAGTOR IS TO GONTAGT THE ARGHlTEGT PRIOR TO GONSTI<UGTION.
e. ALL Pl.U-1BING, SEl'IER, AND DRAINAGE TO BE SIZED BY PLUMBING GONTIRAGTOR I ENGINEER IN AGGORDANGE l'IlTH ALL LOCAL AND NATIONAL GODES, PRIOR TO START OF GON5TRUGTION. DIMENSIONS
ARE TO CENTERLINE OF DOORS AND l'!INDOl'IS. GONTRAGTOR TO VERIFY RaJGH OPENING REGlJlREMENTS l'IlTH MAN.lFAG11JRER PRIOR TO FRAMINC:;. S-e~ P/.-rn A~m~~ #5$,FQ(. So/CO If/#'", ,e~/.I,/el47~h
,,~ r-:::~ I ~-=.:;-~~;::;;::;;:;::;:;::tt-NEl'! LOCATION F FOR .20"x30" b:/5.f1ri9' c(rA>elltl1?f" T ILE l'IALK-IN 5I'Ol'IER REGE55 FLR AS NEEDED -GLA55 5I'Ol'IER PARTITION S1\ 25:J\.
~L"'"I+ 1/.2-' +--4''"-0-" --t e::.~{J...J.-________i"V 6/05 5TA~r~"' .&~~ AAISED-;AN CLG~ ~' --------/--TO 10 '-6" i"V b" 45' ). ~ I I //REF L -~ ATTI~G . 55 , '(':J PANEL ,#1-"-0"
v; "-lRID6E BEAM -I " __ '--_____ "'-.J ;L----') -----¢:., tj::±==r, //00 exe SIDfS l!/" 8 ~ 5'"6,,0 5'-6" 10'-0" MASTE~ CLOSET CA~PET GOORD GLOSET LAYOJT i"V Ol'lNER 15'-b" c, ;., I
Q] @) ~ c09 .uTILIT~ TILE ,'-," bxe SIDES I c i"Vexe I;; ARGHED TOP I PANTRY TILE FlU. HElc:;HT P"'NTRY SHEL Y1NG GOFFER " OVER I5lAN T \ ONLY l'IOOD I I KITCHEN e<JARDAAIL I I l'IOOD'
--r,,~~ HANOAAIL 'lil:.,II---+ TOP OF GONG.--'-+IIl-~I __ + __ ""1 I l'IALL BELOl'l I I I T ILE GAP i"V l'IOOD I I -.J --GABINETRY i"V 11II~=5='-4=la~' =f;.::..:~==3='"=4=la~'=lI~j;.'..::-b:...:l:::'
a ~+ c.OJNTERTOP l==~,....+j=f:j :.,, "_2" L..J I I I I I LI I .2O"x30" 7\ I r -::: -"'1 ATTIG AUE55 I< -I NEl'! FREEZEI PROOF\' HOSE Elise PANEL I /\ I 6'-I' -_ "-.2" //--~ g /i"Vexe
//ARGHED TOP 6'-5" 3'-10" LIVINe7 ~OOM ,,",OOD LINE OF CEILING ABOVE 10'-4" 11'-4" ENT~Y Y'lOOD EXISTING MASONRY GHIMNEY l'IRAP l'IlTH DRYl'IALL ON FURRING STRIPS INFILL l'IALL OPENING
BED~OOM "3 CA~PET FIRR EXISTING l'IALLS AS NEEDED TO MEET IN!>JLATION REGlJlREMENTS INFILL l'IALL OPENING ,'-2 1/2" 13'-q la" INF ILL l'IALL OPENING FRONT LOADING L _ .!JIGN i"V EXIST
l'IALL l l'IASHER I DRYER i"V GOJNTERTOP ABOVE t--.-~ AND UPPER GABINETS __ -'l~-+-GAAl'ILSPAGE C,> c (0 AGGE55 PANEL 15'-6' NE!; FREEZE PROOF HOSE Blse i"V SEPARATE 5HJT OFF I-Ia" DIA
HANDRAIL o 56" ABOVf NOSINC:; EXTEND e" EA END 14'-6" " I" STEP () t~--!""""H::: DN 6.5' "'" T.I.2" EA FI LD VERIFY -------"------------------'"--"1:----r--; ----~~ MATCHLINE SEE SHEET
4 ~·~C~ETE 56'~ e<JARDAAIL -DESIGN PER Ol'lNER TO MEET ALL GOOE REGlMrS '", in c, '" , 1/.2" la" +-Y'->!''+ I ,----, COVERED ENT~Y CONC~ETE ~-+--'-=I' L~ , 1/.2" 1 1.12"--, la" "-0'
e'-I" DElL b" DIA. PEELED PINE LOGS ON STONE c.ou.HH BASE PER DETAIL 121 A' -.::-'fr--->fo-<;> " u-ih:'it-5' 5' "1 ~~ 1 la" tflf1'''''~ ~s., t! u/,/,J.r 12~ r:: Z-Jt{," wAII~ . EXTERIOR
HALLS TO BE .2x6 HD STUDS AT 16" O.C. HI R-.23 BATT INSULATION INTERIOR HALLS TO BE .2x4 HD STUDS AT 16 " O.C. SOUND BATT INSULATION HHERE INDICATED AS DASHED NOTE, PLUMBIN6 HALLS TO
BE .2x6 HD STUDS AT Ib" D.C. INDICATED AS SHADED fURR EXISTIN6 HALLS AS NEEDED TO MEET INSULATION REGUIREMENTS 6ARA6E HALLS TO 6E .2x4 HD STUDS AT 16" D .C . ('<I" keA ke( ~",.,.,e !
PROVIDE l'IATER SUPPLY TO REFRlDEAATOR PROVIDE SOLID BLOCKINC:; BEHIND ALL l'IALL MOJNTED ITEMS 9Jc.H AS TOl'IEL BARS, MIRRORS, CABINETRY, ETC. ALL ROOF VENTING LOCATIONS TO Elf HELD
BAGK FROM ED6E OF ROOF TO MINIMIZE VISIBILITY. GOORDINA TE PLU'1BING I fLEG TRIGAL I MEC,HANICAL l'IlTH EACH OTHER PRIOR TO ANY INSTALLATIONS. MAIN LEVEL FLOOR PLAN 5GALE ' 1/4" , 1'-0"
1,4Q5 S.F. MAIN LEVEL EXISTING 1.122 S.F. MAIN LEVEL ADDITION bOO S.F BASEMENT EXISTING 3,415 S.F. TOTAL LIVING AREA 163 S.F. MEGHANIGAL 1,4QO Sf. c:;ARAc:;E • • • ARCH I TEe. T Terri
L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970,945"8168 • • • SEAL • • REVISIONS, o <=> « a:: o -I o L> • • • .&. 8-11-12 WNST REVS • DRAf'lN BY, TLM CHECKED: TLM DATE, 1-24-12
SHEET NUMBER: MAIN LEVEL FLOOR PLAN • •
In\ ,-I 0 I '-I I I I I I --------------------I~ ' -b ' ~WNG :>-AB -REFER TO /STROCTURAL FOR REINF. --Ib'-O' I I I I I I I I I I I I I I rrI I y \~ '"' "' -I m l I 1711 I I \ I II \
I 1.._..l I 1-1/2' DIA HAl>l?RAI~ I 0 30' I'OOVE N()';ING EXTEND b" EA END :>-OPE :>-AS TOi'lARO DRAIN TYPICAL ALL Af<CUoID t 4 GAR 6ARA6E GONGRETE :>-OPE :>-AB TOVWW DRAIN TYPICAL ALL
Af<CUoID t 4'-3-1'-0-o 14',0' 1'-0 ' ~ ---------/--<:> ;" --b , ~ I I I T' I I r-, I I I I I I I I I I I I I I I I L..J .-I I I /:/1 ~ /IE] L ___ _ I IE] L __ I I I I I I E]I ______
..J FLOOR PLAN GENERAL NOTES I. .2. ~. 4. 5. b. 1. b. ~. DIMENSIONS ON FLOOR PLANS ARE TO THE OUTSIDE F AGE OF STUD ON EXTERIOR HALLS, AND FACE OF STUD ON INTERIOR HALLS, liNO. VERIFY
ALL PENETRATIONS AND ROUGH OPENINGS IN THE FIELD . PROVIDE FIREBLOCKING AT ALL LOCATIONS AS REOORED IN THE INTERNATIONAL I3VILDING WOE. TAPE, BED. SAND SMOOTH, AND PAINT ALL GYP BD 5U<FACES
AS REGlJIRED. INSTALL SMOKE DETECTORS AS REGlJIRED TO MEET ALL APPLICABLE WOES. PROVIDE SOLID 2 X HOOD BLOCKING FOR ALL HALL M<AlNTED ITEMS, INCLUDING GRAB BARS, RESTROOM FIXTURES AND
EGlJIPMENT, SHELVING, AND OTHER FIXTURES AND EGlJIPMENT. VERIFY LOCA nONS HITH OHNER. IT IS THE WNTRACTOR~ RESPONSIBILITY TO VERIFY ALL DIMENSIONS. WNSTROCTlON, AND ENGINEERING WOROINATION
PRIOR TO WN5TROCTION. IF DISCREPANCIES OUUR, WNTRACTOR IS TO WNTACT THE ARCHITECT PRIOR TO WN5TROCTION. ALL PLUMBING, SEHER, AND DRAINAGE TO BE SIZED BY PLUMBING WNTRAC TOR /ENGINEER
IN AGWROANGE HITH ALL LOCAL AND NATIONAL WOES, PRIOR TO START OF WNSTRUC.TlON. DIMENSIONS ARE TO CENTERLINE OF OOORS AND ~INooH5 . WNTRAC TOR TO VERIFY ROUGH OPENING REGlJIREMENT5 HITH
MAlU'ACTURER PRIOR TO FRAMING. EXTERIOR HALLS TO BE .2x6 HD STUDS AT 16 " O .G. HI R-23 BATT INSULATION INTERIOR HALLS TO BE .2x4 HD STUDS AT 16" O .G. SOUND BATT INSULATION HHERE INDIC.A
TED AS DASHED PLlJMBIN6 HALLS TO BE .2x6 HD STUDS AT 16" O.c.. INDIC.ATED AS SHADED 6ARA6E HALLS TO BE .2x4 HD STUDS AT 16 " o .c.. NOTE, PROVIDE HATER 5IJFFt. Y TO REFRIGERATOR PROVIDE
SOLID BLOCKING BEHIND ALL HALL MOUNTED ITEMS ~ AS TOHEL BARS, MIR~ORS, CABINETRY, ETC. ALL ROOF VENTING LOCATIONS TO BE HELD BACK FROM EDGE OF ROOF TO MINIMIZE VISIBILITY. WOROINATE
PLUMBING /ELECTRIC,AL /MECHANICAL HITH EAc.H OTHER PRIOR TO AN'( INSTALLATIONS. MAIN LEVEL FLOOR PLAN SCALE, 114" , 1',0' 1.4~3 SF. MAIN LEVEL EXISTING 1.111 S.F. MAIN LEVEL ADDITION
WO S.F. BASEMENT EXISTING 3.415 S.F. TOTAL LIVING AREA I b~ S.F. MEC:;HANIC,AL 1.4~0 S.F. GARAGE • • • ARC-HI TEC. T Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO Ph 970.945.8168
• ,..:::L.. • ,c-O ~ 0 ..c u 0 0 0 CC « a:: 0 -I cO 0 (,J ,-C ..........--~ Cl.) >--""d h C 0 cO U en <.!) C l() :z: a:: 0 N a.... (/) if) ~ 0 0 ~ 0 3: E :z: UJ ---I cO t.!:) C/J. -+--J
h Cl.) .......0.-~ • • • SEAL • • • REVISIONS, & ~-Il-12 WNST REVS • DRAWN BY, TLH GHEGKED, TLH DATE, 1-24-12 SHEET NUMBER MAIN LEVEL FLOOR PLAN • •
PREflNISHED RU:>TED METAL ROOfiNG SYSTEM NEW FA5c.IA TO MATc.H EXISTING FASC.IA -TTPIC-AL THROJGHCVT <f NEW FASC.IA TO MATC.H EXISTING FASC.IA -TTPIC.AL THRC06HaJT DGUlLE 10 ' DIA PEELED
PINE WUJMN5 BELOW NEW ROOF ON -----j PRE-FAa TR1J55 SYSTEM OVER DEC.K PER ELMI STi<lXTlJRAL D~ EXISTINI5 ROOF AND STi<lXlURE \ REMOVE EXISTING OVER DINING ROOM TO BE OVERHANG i'tiERE
1--;-:".,-1 REMOVED (THIS AREA ONLY) _ _ _ _ _ _ ___ _ :~ : ~N:ER5EC. TS ,-,---~ SLOPE 6d2 11' If f-f ----~~·~, --~---------..L ___ _ -'I .. T.OPLATE : ~ Q; 1'·4" :-.. ----0'0 PREFINISHED
RU:>TED METAL ROOFIN6 SY5TEM SLOPE bd2 I "'1'-6" B.o.BEAM I 1----\ ---1 I 8 ' 0" _n __ nnn 1+ -I I T.o.PLATE \ ____ 1 _______ J EXISTINI5 ,+8'-0" ~--=-'1 ,=; .. -~ I T.O.PLA TE : 1-f-Jl
r : r I I I II II : T.oPLATE EXISTINI5 ~ EXI5TING ROOF 5TF<tX;lURE TO REMAIN 14 3ft>· PREFINISHED ---tSOFFIT BOARD i'I/c.ONTIN.1W5 SOFfiT VENT5 PER WOE TTP THRaJI5HGVT jl RIDI5E il'~
() " -,'<t III ~-----------------l I PROVIDE RIDI5E VENTIN15 AS REGIUIRED TO MEET ALL LOC.AL f 1EJc. REG'MT5 w Il ~ \) " irl'<t Il'~ \) " -,'<t ~ ARc.HITEC. TLRAL STTLE III ROOF IN15
SHINI5LES OVER ROOF 1N15 MEMBRANE IC.E AND i'lATER SHIELD AT EAVES AND VALLEYS RID6f I I I I I I I . r--j-L __ L'_T.o.P_LAT_E _ '\' +r:f '-O" T.o.PLATE -''k--L-+-------r--{ 1'-6' PROVIDE
HEAT TAPE --''-----+_ OR AL TERNATE IC.E 6IJILD UP PROTEC-TION i'tiERE NEEDED 20"><30' ATTIC. -t-+--r~-~_~II\l AUESS PANEL ~ j & r--t I Ai2 I [ r-[I r--------...i. I I I +'1 '-0" (T.O.PLATE
I I I I I I I I I I I I I I I I I I I I I I f I L r t I' PROVIDE RID6f VENTIN15 AS REWIRED TO MEET ALL LOCAL f 1EJc. REG'MTS SLOPE 6 .12 t I [ (-r:r L: I r L -L ___ I_ t_ I -I \ r-SLOPE
10 .12 -I _ _ L I , L I I L I, [L I rl ,I +'1 '-0" -I T .o.PLA TE "'-l I I I I I I I I I I I I I I ARc.HITEC. ru<AL STYLE ~ ROOFIN6 SHINI5LES " ,e ""'OVER ROOFING MEMBRANE I I I IC.E
AND i'IA TER SHIELD A'; EAVES AND VALLEYS I I I I I I I I -, NEW C.HIMNEY 24' 5G.~[QJ 2 ' ABOVE HII5HEST ADJAc.ENT RID6f -PER WDE +8'·0" FINISH MATERIAL TO BE REMOVED AI() REPL~ED TO
MATc.H NEW ROOF AREAS ~ EXISTIN15 RID6f D EXTEND I ""'DIFY EXISTING C.HIMNEY PER An~HED DETAIL5 +8'-0' T.oPLATE W lII ~ III \) "x -' '<t W III r I I I I I Ir I I r I I L T.O.PLATE EXISTING
1------------T EXISTING J ~-I -r l 1-______ ___ _ I ~ rc:, ~ 6.O.BEAM =-r ----+~'~6~---~,~-:,~ -1.-REMOVE EXI5TING 6.0.6EAM 6.0BEAM I OVERHANG i'lHERE NEW ROOf INTERSEC-T5,7'----~=::__--r-;~'----___,
15 ~ DCWLE 6 ' 01.0. 14 Q; PEELED PINE WLUMNS BELOi'I PROVIDE HEAT TAPE OR AL TERNATE IC.E BJILD UP PROTEC. TION DCWLE o· DIA PEELED PINE WUJo1N5 BELOW -I I~ ---'L-'-~"",j r+-"""'" ~
NEW ROOF ON PRE-FAa TRU:>5 5Y5 TEM OVER DEC-K PER ELEVSlSTi<lXTlRAL D~ .2 ""0 --NEW FASC.IA TO MATC-H EXISTING FASC.IA • TTPIC.AL THROJGHCVT +--31t>· PREflNISHED 50FF IT BOARD i'I/C.ONTIN.1W5
SOFFIT VENT5 PEl< c.ooE TTP THROJGHCVT NOTE . PROVIDE HEAT TAPE OR AL TERHATE IC.E WILD UP PROTEC. TION i'lHERE SPEC. lf IED AND ADDITIONAL LOc.ATIONS AS NEEDED PROVIDE 5NOW GUARDS A5
NEEDED ON METAL ROOFING TO PREVENT DAMAI5E TO DEC.K I PATIO BELOW ROOF PLAN 5C.ALE ' 3/16" , 1'-0' B.o.BEAM I I PREFINISHED RU:>TED METAL ROOFING SY5TEM NOTE, ALL VENTING THRC06H ROOF
TO BE HELD ~K FROM ROOf WI5E TO MINIMIZE VISIBILITT ____ ..J -j_~ ; PREFINISHED RU:>TED METAL ROOFING SYSTEM 1'-6' I· • • ARCHITECT Terri L. Montoya 1 1099 Valley View Rd Glenwood Springs,
CO Ph 970.945.8168 • ~. ..c..O... :s 0 ..c u 0 CC cO ..e...... ............--~ Q) ~ ""d h e 0 cOU em ON if) ......-0.. E cO Cf1 -+--J h Q) ........0.---< • • SEAL • • REVISIONS: C> «=
a::: C> --' C> U • • • & 8-11-\2 W NST REVS • DRAV>lN BY: TLM CHECKED: TLM DATE: 1-24-\2 SHEET NUMBER ROOF PLAN • •
2xl> WMP05ITE I'ID CAP ;:=llllllrmlmlm~ METAL I'IELDED I'IIRE FENCING INFILL I'll . C) 1><2 BORDER 4x4 WMP05ITE ===jlllll~ POST 2x4 WMP05ITE , in RAIL -=====:::::!:::::!:::==== ... 2xl>
WMP05ITE---------DECKING Ix I'IOOD TRIM ~-----------+0'-0" .:Ixl> COMP05ITE","",,riD CAP "-4x4 COMP05ITE -_ I P05T BEYOND METAL HEWED HIRE FENCING INFILL V'J 1><26ORDER 2x4 COMP05ITE
RAIL FUTURE Ix TRIM BDIF NEEDED " ELEVATION rail-elev6 NOTE, "ENTER RAILING AND POSTS ON FUTURE 10' DIA LOG (ALIGNS V'J LOG BELOI'V ,2xl> COMP05ITE DECKING OVER PT -llISTS .0'-0' q,
T.O.DECK ALIGN V'J EXIST FIN FLR .J.+-----DECK BEAM PER 5 TRIJC, TURAL SEC TION rail -sec.t DOUBLE 1>" DIA L0e5 CONTINJOlJ5 SEALANT 2" STONE e.AP -SLOPE Ai'lAY FROM e.OWMN PROVIDE FLASHING
IF REQ'D BY MANUF. e.OLUMN SASE SRAe.KET PER STRUC i1JRAL ~--2x4 FRAMED e.OLUMN SASE HI OSS AND BUILDING l'lRAP -c,uL TURED STONE VENEER IN MORTAR BED ON LATH PER STONE MANJF. SOLID
5ROLTED CML BASE PE R S TRUe. i1JRAL T.O.WNC , '" , . '< , • 5ALV FLASHIN5 HI DRIP -e.ONT. UP !'IALL /;" OR PER STONE MANJF C,) in " o ' • , .. d • ' .1 : ... . .i '0 _ " ,tl . Ii" o
• ~--r3.:1" sa. CONC BA5E V'J FooTl1-IS REFER TO ST~TURAL FOR .. . SIZE AND REINF. , .. ".1'-0· 07 • • o ' 0 • . . o . , . . . ~ •• <I ' ... .' '0 . ., . PERST~T BASE @EN TRY <ol-cltl
_-SIDING /snuo PER ~LL A5SEMBL Y ~ CONTI~ SEALANT I1,.. !::~=~1t8 , AND BACKER ROD ~ ~ f;=.~-:;g "' WL 11JRED STONE CAP GALV METAL FLASHING HITH DRIP -CONT 1>' UP HALL WL 11JRED STONE
t'ORTAR SETTING BED ElUILDING HRAP SHEATHING DE TAIL .In-dll 6 . TOOLED WNTROL -llINT V'J I//;' RADIUS ED6ES 4' REINF. CONCRETE 5l.A6 ' TYPICAL CON TROL JOINT tool-jI SIV'QJT WNTROL
-llINTS WT rllTHIN 'lb HOURS OF CONCRETE PaR 4' REINF. CONCRETE 5l.A6 -TYPICAL JOINT EXPANSION -llINT MATERIAL 4' REINF. CONCRETE 5l.A6 -TYPICAL it 1--.,.-----..,.'---'-_--,-~-___'Ie
:.:, I NOTE, 5l.OFE 114' PER FT. N'AY FROM BUILDING HHEN ADJACENT TO BUILDING HALL ,j ' • /;' SLAB (I}-', CONTI~ REBAR 4' REINF CONCRETE SLAB OVER COMPACTED ABC .,\ EDGE tum-dwn $ EXTERIOR
i"IALL ; REMOVE EXISTIN AS NEEDED FOR ATTACHMENT AN 5SIDIN5 DECK D FLASHIN5 ~ 5ALV FLASHING CONT UP i"IALL 4 ' BEHIND SID ING i"IALL OVER TOP I'IITH ORIP ED5E AND DOI'IN OF SIDING PER
MFR. R 2x/; JOISTS \ IN fLR II II ..2xb DEr.KING OVE +0'-0" $ T.O.DEe.K I EXIST F ..2x/; PT LED5ER ·C ~ , , , NEH SUPPORT BE PER STRUc.i1JRAL AM ~ NEI'I FINISH MATE RIAL PER Oi'INER
SOFFIT OPTIONS l'lRAP SEAMS AN Of EXISTING SOF , D UNDERSIDE FIT OR NEH SOfFIT TO ALIGN I'IITH BOTTOM OF BEAM -BACK TO EXISTING BASEMENT i'lALL 5/8' TYPE ' X' GYP BD ON ----. 5ARAGE
SEPARATION i"IALL VOOD FRAMED LANDII-IS AND STEfS DOrIN INTO GARAGE AT DOOR LOCATION .0'-0" T.O.GONe.; T.O.5USFLOOR RE INF CONC SL"B-..../' PER STRUCT EXPANSION JOINT ----' AT DECK ,
' 0 . "" . I , . 'do . ® FLOOR JOIST DETAIL $ 5CALE • 3/4" • 1'-0' EXTERIOR HALL, CULTURED STONE VENEER IN MORTAR BED ON LATH -PER STONE MANUfACTURER OVER 6LDG HRAP ON 1/11>' HALL SHEA
THING OVER2xl>S AT II>' O.C. !'lITH R-.:I3 INSUL MIN. .. 0 '-0" T.O.STEM FINISH GRADE SLOPE GALV FLASHIN5 "i DRIP -WNT. UP I'IALL /;" .. -" 4 L I ' · . I , ~~h"'r-l~ ~L L...0.'-' --'
-' -.~'-, ,l PER STROCT J, { 1 >< IEXISTING F LOOR SYSTEM /\.. RE MOVE EXISTIN5 SOFF IT MAn 2x P.T. SILL PLATE PER STRUe TURAL DHG5 ~"lJ4"05B HG SUBfLR OVER FLOOR JOISTS PROVIDE R-Iq
MIN BATT INSUL P.T. LEDGER AT ALL LOCATIONS ADJACENT TO WNCRETE OR PER MANUF REOMTS AT GARAGE 2x6 PT SILL PLATE PER STRUe. TLRAL DRA"INC:;S EXPANSION JOINT I SEALER REINF. WNC SLAB PER
S TRUC. TURAL DRAHINGS ' ." ". .-'. ". . -. ". " ... -.' ;: .. r REFER TO STRUe. TlJRAL PLANS FOR INFORMATION STEMWALL DETAIL AT GARAGE 5CALE • 3/4 ' • 1'-0' EXTERIOR i"IALL , ~ SIDING
OVER , ~ BUILDIN5 l'lRAP ON 1/11>' I'IALL SHEATHIN5 OVER ..2xl>'5 AT II>' O.C. I'IITH R-23 INSUL MIN. T.O. CONC. +0'-0" $ e.RA"lSPAe.E -----1IH VENTIN5 AS REQ'D MAINTAIN b"-__ ABOVE
5RADE _ OR I' ABOVE ~ ;" FINISHED SURFAGE PER MANUF FINISH 5RADE d STRIJC •• • ..2x6 PT SILL PLATE PER STRUe. TURAL DRA"IN0S5 3/4" O5B H5 !'>J6FLR OVER FLOOR JOISTS PROVIDE R-Iq BATT
REFER TO STRUe.TLRAL PLANS FOR INFORMATION ~!~: 0', ~ER S TRIJC, TURAL l '1 '1 " ~ FUTURE DOUBLE 10 ' DIA PEELED PINE LOGS WMPOSITE RAILING -REFER TO DTLS I FOR INfO -RAILING TO SE e.ENTERED
ON FUTURE 10' DIA LOG I 2xl> e.OMPOSITE DEe.KIN5 PT JOISTS AT Ib ' O.e.. $ .0'-0" I'll JOIST HAN5AR PER STRIJC,TURAL T.O.DECK -________ BEAM PER STRUG TURAL ALIGN I'll EXIST FIN FLR
,-/' PER STRIJC, TURAL <:,> in to'-O· T.O.CONe. • ;., b • in -" ..-____ fUTURE Ix TRIM SD _____ IF NEEDED (MATe.H NEI'I SIDIN5) DOUaE 10' DIA fEELED PINE LOGS fER ST~TURAL DOL ~ ~ BLE
10 ' D IA L055 NTlNUc()S SEALANT STONE e.AP -SLOPE !'lAy FROM e.OLUMN ROVIDE FLASHING IF Q'D BY MANUF . -~r ;;,s :x: 0 .. " • .' I. d ••, , •· 0 • .. .. o' ., ."d . , . ' . , . '2'-/;'
• ... • , • 0 • , .•. , , . • , 0 , . 0 d '. • 0 ". : 4.::\ " , PER STf/lJC, T f<S .--f---= " . . "'". d 0 , RE 2x4 fRAMED COLUMN BASE 1'1/O5B AND BUILDING l'lRAP c,uL TURED STONE VENEER
IN MORTAR BED ON LATH PER STONE MANUF. ______ e.o PER LUMN SASE 6RAc.KET STRUe. TURAL UP LV FLASHIN5 DRIP -e.ONT. I'IALL /;' OR /~ PER STONE MANUF , , . . d . .. , r7~TV'JF sa. WNC BASE
ooTING REFER T~TURAL FOR AND REINF. TOS SIZE 0 .. . ~ 0 '0 , • STONE COLUMN BASE @DECK 5CALE • 314' • 1'-0' <ol-dll • • • ARC,HITEC, T Terri L. Montoya 1099 Valley View Rd Glenwood Springs,
CO Ph 970,945,8168 • • • SEAL • • REVISIONS: <::::> C> C> ~ :z: UJ -' t..9 • • • &. 8-11-12 C,ONST REVS DRA~N BY: TLM C.HEGKED: TLM DATE: 1-24-12 SHEET NUMBER: DETAILS • • •
+1"7 '-1 " +11'-1" $ NE~ R IDGE T.O.PLATE ... 0 '-0" $ T.O.5UBFLR $ NE~ R IDGE +cr-o" $ T.o.PLATE -1'-6" T .O.CONC r-------------:---1 Il I j Ixo "INDO" TRIM --+---,---::---~...,.,-f
II [ T'r'PIGAL ., . " . S= FINISH --t~ . " ... . , ,' . ' '--~--.--l .. ,. ... . .' " -" F= I I I ~ .. I [ I I I cu.TURED STONE FINISH l " , c~ l = I = I/I ! Ixt:2 TRIM STAINED GEDAR
SHAKE SHINGLES I I ...• I JJ 1 , . ;.' YERTIGAL BOARD AND BATT SIDING Ix~ HEADER AT STONE ONLY UlTURED STONE FINISH .2' STONE SILL > ,~ 'r J.~ ~ L 1 -L ~ I ~ -, 1 j I I ! I I I }--f4\
I 111 ([1;' I ~~ l ~~ L > I ,I I ' _. ~ .1 t~:'"' .f;i 1. -.~,}?-,,,,rtf...] ~ r~f..""" -t1 1 111 I ,:'c I II ! D 1 1 . [I 11= , ~ ~ ,, -' .. :~:-j ~1 .'-. ~(>:"l. I ~~ ~ Ir --I .. /.
, ' l... '"' bh" I S=FINISH /J I NE" ROOF AND FAsc,IA MATGH EXISTING FA5GIA STAINED GEDAR SHAKE 1 j I 1 1 J J I , , , I SHINGLES DBL PEELED PINE LOIS Wl.t.MN5 , SHINGLES f;TAINED GEDAR
SHAKE II I I I I I ! I II I~ I . ~~ I ~ I I ------Ixl2 TRIM V ! : 1== ., [' .~l-F== l. I . .2'-0 · I--:-I . ~ Li' -' l ... U;-;ij pC _, I. I .1-_H_ ~r. i ; I ~ :-'(. ( , t • < .. \ \.
YERTIGAL BOARD AND BATT SIDING .L 1 Ul TURED STONE COLUMN BASE -TYPiGAL PER DETAIL t:2/Al I I I I l I I , -. , .) " . I''l '~'.: I I I I +13'-2" EXISTING R IDGE0 --+--EXISTING ROOF 5TROC
TURE REPLAGE FINISH MATERIAL +8'-0" EXISTING T.O.PLATE0 +---VERTIGAL BOARD AND BATT SIDING I Ul TURED STONE ~IN5C,OT AND STONE GN' +0'-0" o T.O.5UBFLR 1 m ~~ I +'l'-O" ... ----..............
T.O.PLATE: Y ~~ +b'-B" ~DVVDR HEAD HGT0 fii\ \¢~ '" , ~ 4'-0~ ~ +0'-0" T.O.5UBFLR y ~ " , I' I ~~, , _, I ' I , j 1 _ :;-I ' 1 , ~ j "1 . "1 """ V~XISTING DEGK I 1-"1 """ STAIRS I RAILING
~ ./~ . """ -b'-b" 0 BASEMENT FLR EXTERIOR ELEVATIONS 5C.ALE ~ 114' ~ 1'-0' • • • ARGH I TEG T Terri L. Montoya 1099 Valley View Rd Glenwood Springs, CO ph 970.945.8168 • • • SEAL .::L..
(ij . ....... :s o ...c uo CC • • REVISIONS, • • • & 8-11-12 WNST REVS • DRAWN BY: TLM C.HECKED: TLi'1 DATE 1-24-12 SHEET NUMBER: EXTERIOR ELEVATIONS • •
+13'-,2" $ EXI5TING R IDGE EXI5TING ROOF 5~lURE REPLAc;E FINISH MATERIAL Ixl> HINooH TRIM TYPIc;AL VERTIc;AL BOARD AND SA TT 51DING +0 '-0" $ T.0.5IJ6fLR at lURED STONE K'STONE C;AP
NEH 6ARA6E DOOR---.. -8'-(:, " " FLR +"1 '-0" T.O.PLATE 0 1 +0'-0" $ T.o.5IJ6fLR I DEC.K WL ru<ED 5TONE WLUMN BASE -TYP -". ". -". ". -,,,, .. ,"W c.EDAR SHAKE " SHIN6LE5 +11'-1" /~~-I~-~
'~" NEW RI DGE~ SHIN6LES MATC;H EXI5TING FA5c;IA (l2\ ~ -c~ f-=~'~-'~ l t'GII 1 I J I I L I /I l I I I I ( , '11 , ' ~ $j l T J J1 I 1 I II I /j -J -lU <:f~~ J j _J J l -l II L j J I
I f4\ l J 1 I I I I -, ' I 1 -I [ 1 " -..:: 1 1-. -.,-l.-,~, .. ,i1 J IJill J 1-, _1 L 1~ I~ 11 Jl 1 +q '-O" l I I I l . I rJ 1 , ~ T.O.PLATE ~ I I II I .... ..:.. '. .. ......... "
...... .. .. b ' -~ " 10101 1[11' [ I . .-Y<DW I DR HEAD HGT ~ ." ... . . -~ "'IN""" TRIM I G\ I I I I . .... . ... ~ .. b g ill , .-.. • .. !~ 1iI~ , i-, . ' \ , .\ /~ i'i ~~ . '<;=FINISH
f..' --"-'~ht~ J . . ... ~ l~t:-~ ~ -'-t_ ,-__ -":~'l=Jt .' . '. . .. ' .. ' .'. .. . . +0'-0" ~ l . !::. ! X,.; # d~/\ .. '\ I.,j ,_, ~{, '-\ tr: ... . .. T.o.5IJ6fLR --.::; [ r ::JW
.. , :~!-T-I I " j"TL . . . -. ~ ~ ~ --~: ." . ~ . , . -'" ~~ 1 ~ (i3"\ ~-.Q-~:}r~:' ~ L -" ~1d$" ';rJ :-r ~ -: '= == ~~ :< -~ .. 1" /,/' ~ l~ r' -< ' . N y-' f-:' :SR· --i~'L . ' .
.... I /I~-:;; -; L.... ~ -.. :" -~--,--' -; 1'" . .. --l:'1l'-S--< IF , . . -~:.:J i r l l ~. , I "): -L.U. I!X/~i-t , -L' :: :., EXI5T1N6 DEC;K ;-:. \.m T""''''' STONE HANSc;OT . H'.l
:,. I,.!:;L_ ~ ~JJ{f I ~ ~ ( ..... ;-;l-c/~L! ... --T -GIlT PAST MA5TER BEDROOM I \& . I ~ == ~ ( ! I re .. DOOR -MATC;H EXI5TING AND C;AP I ~-~j' .... . . I':" -------_ DEC,KAND_RAILINGPE~DETAIL5_
__ _ _ _ ___________ __________ .J \ ~IXb HINDO" 1 DOOR TRIM ON SHEET Al lm TlPm 5TONE llxt> HEADER AT STONE ONL '!' '--./'~./I '-'"", DEC;K 1 ~ STAIRS 1 RAILING COJ.IMN BASE -T'!'P
--~ --L .'2 " STONE 51LL NEH ROOF AND FA5c;IA MATC;H EXI5T1N1S FASGIA 1 J 1 1 J L 1 1 I L .11 '-1" NEY< RIDGE~ 1 j I 1 j I I ~ i j I ~~~~--~~~~~~~~~~--~ I I l I I I I hilL I I I I I
II I I I II I I I RlF.>TED METAL ROOFING -, .J I ~ ..:....j...L-", ,, aT l . --, -~~ '" .. '. . -. -,. IxE> TRIM " ' .. " " , . ." . " .. " .' .. . "," ',' '. , " ".-.' .' '.. ,-'" :
.' '," . .' . . .' "." -··· ···0 ' .... . .... " .. '. -:.' . . : .. " . . J-". '.' . •.... . . . " ' ... .. ," ." . . ... ', '" ... " . . "' .. ' .. ..... ," . " , " . . ' . ... . .
I I I I I I L ________ _____ ___ ________ _ _______ J EXTEND EXISTINIS DEC;K OJT PAST MASTER BEDROOM DOOR -MATc;H EXI5TING DEC;K AND RAILING PER DETAIL5 ON SHEET Al J II L ILl J IIlJJ
I I , J l l I I L I I J T.o.PLATE ," ' .... . ". : . . ",' ... -+----atl URED STOlE FINISH I ~==.J·"· ' · ·":·· L-. ... ... ' . ,,' .' . -', . ." . "; " .. ", -0'-1 " T.o.C.ONC. ~ Ixb
HINooH TRIM S=FINISH EXTERIOR ELEVATIONS 5C-ALE ' 1/4" , 1'-0' • • • ARc.HITEC T Terri L. Montoya 1 099 Valley View Rd Glenwood Springs, CO Ph 970,945.8168 • • SEAL ~. .,c....d.. ~ o
,.C u o CC • C> c <t Ct:: C> --' C> L.> • • • • • REVISIONS, & b-Il-12 WNST REVS • DRAHN BY, TLM CHECKED, TLM DATE : 1-24-12 SHEET NUMBER, EXTERIOR ELEVATIONS • •