HomeMy WebLinkAbout429 S. WHITCOMB STREET CARRIAGE HOUSE - PDP - PDP130006 - PLANS - SITE, LANDSCAPE & ELEVATIONS PLANSPROJECT:
GENERAL NOTES:
DRAWING NOTES:
I. CONTRACTOR TO EXAIM AND VERIFT ALL DUENSIONS AND
CONDITIONS BOTH ON THE RAS AND IN THE FUSD, AND SE
RMPLNSIBLE FOR ANY ADJ6Tf£NTS AND/OR CORRECTIONS.
2. CONTRACTOR SILALL IMMEIATELT NOTIFY ARCHITECT/ENGINEER O
ANT ERRORS, CONFLICTS OR INGON519TENGIES FOUND ON THE FLAN5
DURING THE DEVELOP ENT OF THE PROJECT.
S. ALL DIFENSION9 ARE TO ROUSHR PRATE OR CONCRETE FACE UREM
NOTED OTHERWISE.
4. 21,6 HALLS ARE DRAWN AT 5 I/2' NIOTN. 2N4 WALLS ARE DRAWN
WITH A 5 V2' WIDTH.
5. DO NOT SCALE ORA1411495, FOLLOW DII'ENSIONS ONLY.
GENERAL CONSTRUCTION
I. GOK9TRDTIOM SHALL LOMOd1 TO THE INTERNATIONAL RESIDENTIAL
COOS (IRC), RECENT EDITION AS ADOPTED BY THE LOCALITT O THE
BUILDING SITE.
2. ALL WORK To BE PERFORMED IN G IANCE WIT! ALL STATE AND
LOCAL LODES. SECURE ALL APPROVALS AND PBRITS AND
APPROVALS PRIOR TO ANY CONSTRICTION.
3. ALL HASoNRT CONSTRICTION TO CORE TO THE CURRENT EDITION
OF ALI 'CONCRETE HASONRT STR CT - DESIGN AND
C4>TGON'.
4, EXTERIOR
11pR GRADE FILL SHIAL 9LIXR A MNIMd1 OF IrD AWAY PROM
III
5. SLOPE ALL EXTERIOR GONGREIE PL NING.NG. V4' PER FOOT AWRY fAOM
BUILDING TO PRWIOE PROfPROPERGRAINI
S. LONTPPACTOR SHALL LOCATE AND VERIFY UTILITY SIZES AND
HOOKUPS' TAPS.
1. COORDINATE LOCATION OF UTILITY METERS WITH SITE PLAN MID
LOCATE AWAY PROP PUBLIC NEW. VISUAL IMPACT 5HAI. BE
1114"21 D, IE TOINT AS COY! AS PO. BIBLE-
8. ALL 00NCRM TO BE 3000 PEA. MNIM 11 LOPR SSSVE STRENGTH
AT 26 DATS, UNLESS NOTED OTERWISE.
q. ALL PRA ING LUMBER TO BE WE IFIR F2 OR BETTER FB . ISO I.S.I.
E • IJ0000C P5.1, UNLESS NOTED OTHERWISE
10. ALL REINFORCING TO BE DEFORMS TYPE. 60 GRADE STEEL. HINIIHM
SPLICE LENGTH I'Al.
11. ALL STRUCTURAL STEEL QALL CONFOW WIN ASTH SPECIFICATION
A-%.
D. BUTTES AND DOWNSPOUTS ARE NOT SHOWN FOR CLARITY. LOCATE
DOWNSPOUTS IN (PAST VISWYLY OFFENSIVE LOCATIONS. FOR EXAMPLE.
FRONT WALL OF WCEEr BESIDE PORCH COLUIS, EEO. 684WX
CONTRACTOR 94ALL VERIFT EXISTING GRADE AND COORDNATE ANY
NECE5SART ADUSTMEUS TO HOUSE WIN OWNER.
B, CONTRACTOR SHALL FIELD VERIFT ALL CABINET DIMESILNS BEFORE
FABRICATION.
W' CONTRACTOR SHALL COODINAM ALL CLOSET SHELVING lSp11RBENTS.
B. S'OI.R DETECTORS AND/OR CARBON TONOXIOE DETECTORS ARE TO RE
INSTALLED PER SPECIFICATIONS IN ALL SLJEPING AREAS
AND IN CORRDORS.
FOUNDATION B CONCRETE:
UNLESS OTHERWISE NOTE. ALL SLABS ON GRADE SHALL BE BODO
123.1. (28 DAY COYPRMSVE STRENGTH) CONCRETE ON 4-SAND
OR GRAVEL FILL MNPIlM WITH 6a6 - WIAWIA WWI REINFORCING.
INTERIOR SLABS SHALL 8E PLANE ON 6 ML STABILIZED
POLTENYI-E E VAPOR BARRIER,
2, PROVIDE V ' EXPANSION JOINTMATERIAL BETWS N ALL CONCRETE
SLABS EXABUTTING NCETE MIA90NRT W1AL19 OOOYSRIN6 IN
TERIOROR OR UNHEATEDD INTERIOR AREAS.
5. CONTRACTOR TO VERIFY FOOTINGS DEPTH WITH LOCH FROST
TEOlIRE1'EM9 OR EXISTING SOIL CONDITIONS, WHICHEVER IS TOE
RESTRICTIVE.
4. RAGE V2' DIMEIER X (S' OR D') BILL RATE ANCHOR BOLTS AT
EACH VERTICAL REAR !WHERE OL011RRINGI OR AT 4'-O' OL. AND
AT EACH CORER AND BOTH BIDES OF OPENINGS.
S. PROVIDE TERMITE PROTECTION AS REQUIRED BY LOCAL COME,
6. PROVIDE DEEP SOME CONTROL JOINTS AT MD POINTS OF ALL
GARAGE$, SON DIRELTION5.
1. TABORT VENEER MST BE ANCHORED TO BACK-UP CONSTRUCTION
WIN GALVANIZE CORRUGATE PETAL TIPS SPACE 6' OL.
WORIZONTALLT AND 24' CO. VERTICALLY.
B. PROVIDE WNTERFR00FING OF ALL FOUNDATIONS WALLS PER
STRUCTURAL ENGNMRS REGOIEdJAT10NS.
FRAMING:
I. UNLESS NOTED OTHERWISE. PRCVIOE DOUBLE HEADER JOISTS AND
1RITERS AT ALL FLOOR OTBNIN%, DOUBLE JOISTS U MIZ ALL
PARALLEL PARTITIONS, DOUBLE 2 12 HEADERS WIN Ifl' PLYWOOD,
CUTE BETWEEN AND NAILED, FOR ALL OPEUNS5 IN 2Wi WALLS.
DOUBLE 2X HEADERS NAIL® TOGETHER FOR ALL OPENINGS IN 2t4
WALLS.
2 PROVIDE A 6' MN CLEARANCE FROH EXTERIOR FINISH TO THE TOP
OF GRADE.
S. Al HEADERS SHALL BE FTC FROM ALL SPLITS, CHECKS, OR SHAKES.
4. ALL WOOD PLATES IN CONTACT WIN CONCRETE SHALL BE
'PRESSIIAE TREATED' ! SILICONE SEALED.
Z. FLOOR CONSTRICTION SHILL BE S/4' TONGUE AND GROOVE
SUBFLOOR WIN FINISH MATERIAL OVER.
6. FLOOR FRAHING LAYOUT SHALL BE COORDINATED WIN THE
GENERAL CONTRACTOR AND WAD CONTRACTORS TO PROVIDE
ACCESS CHASES AND UNOBSTRUCTED RUNS FOR HVAC DUCT WORK.
FLOOR TRUSS LAYOUT TO BE ENGINEERED ST TRUSS HANIFACTURSR
1. CONTRACIOM TO PROVIDE FLOOR, WALL AND ROOF FIRMILOCKING
PER LODE.
S. CONTRACTOR TO PROVIDE FIRBTOP ALL POCKET DOORS AND FLUES.
q. HALLS AND CEILING COM'ION TO GARAGE AND HOUSE SNA11 HAVE
A LAYER OF TTPE X' GTPdU1 BOARD AT GARAGE SIDE.
Io. ALL INTERIOR WALLS SHALL M LOVERS WITH IO' GTPSl1 BOARD,
WITH LOANER REINFORCING. TAPE, FLOAT AND SAND (3 COAT51 USE 5,E'
G' AT BOARD ON LEILINIS9 WEN 9UCEILI N6 F@EER9 ARE 24' OR
NSiEATER LLSE V2' GTPBIi BOARD ON CEILING YB'BflS LE% TWAT 24'
OL.
INSULATION NOTES:
I, INSULATION. BATT OR BLOWN/ SHALL WAVE AN RA[ATING AS DICTATED
BY LOCAL LOOS.
2. REFER TO LOCAL LODE FOR OPTlllt TLHRYN FEIBOI CE
CRITERIA.
3. PROVIDE R-F BATT INSULATION IN 2 WA-.5, R-S IN 2" WILLS,
MNRIrI R-58 INSULATION IN FLAT CEILINGS AND R-30 BLANKET
INSULATION IN VAULTED CEILINGS. ALLOW V2' MNIUI MRSPACE
BETWEEN SHEATHING AND INSULATION FACE FOIL DON TO WAa1
SIDE.
4. INSTAL SIDE WALL AND CEILING INSULATION IN CONTINUOUS BLANKETS
WITHOUT WOIES FOR ELECTRICAL BOBS, LIGHT FIXTURES OR HEATING
DUCTWORK. CAULK ALL OPENINGS IN EXTERIOR WALL CONSTRUCTION.
5. INSTALL 6 MIL. POLYENLENE VAPOR BARRIER AGAINST INSIDE OF ALL
INSULATION. LAP JOINTS B' MNT .
6, FLOORS OVER UNMATED SPADE SHALL HAVE A R-M FOIL BACK
INSULATION BETWEEN JOISTS.
1. HVAL DUCTS LOCATE IN UNHEATED SPACES SHALL BE INSULATED WITH
R-9.
5. ALL EUPOSE INSULATION SHALL WAVE A FLAIE SPREAD) RATING OF
LESS TWW 25 AND A BTON'E DENSIT RATING OF LESS THAN IS0.
q. INSULATE Al OANTILEVE® FLOORS WITH BATT INSULATION AND
SHEATH THE UNOESIDE WITH WAROBOARD OVER � VAPOR
BARRIER.
ROOFING NOTES:
I. PROVIDE INSULATION BAFFLES AT EAVE VERT5 BETWEEN RAFTEiL'J
TRUSSES.
2, RIDGES, VALLEY AND HIP MBEES SHALL BE FULL VERTICAL DEPTH OF
FRAMNG MEMBERS.
3, EXTERIOR FLASHING SHALL BE CLRRECTI-T INSTALLED AT ALL
COWFiTIONS BETWEEN ROOFS, HALLS, LNIMETS, PROJECTIONS AND
PEETRATIOG AS REQUIRE BY APPROVED LONSTRU ION FRAGTICM.
VENTILATION d FIREPLACE
I. PREFABRICATE FIREPLACE COISTRGTIONI SHALL MEET OR EXCEED
ALL APPLICABLE CODES REGARDING USE OF FIRE SEPARATIONS,
CLEARANCES, ETC. IT IS THE CONTRACTORS RSPON5I5I1-TY TO
ENSURE THAT ALL ITES AND COSTRIKTION MEET OR EXCEED LODE.
2. P 101! COMBUSTION AIR VENTS, WIN SCREEN AND BACK DNItR
FOR FIRM.ALB, WOOD STOVES AND ANY APPLICABCE WITH AN OPEN
FLAME.
g, ALL FIREPLACE LPN' E WALLS SHALL BE INSULATED INSIDE AND
OUTSIDE. PROVIDE NOBZCNTAL 'CRAFT STOPS' AT EACH PLOOR LEVEL
BY PACKING 6' (R-P INSULATION BETWEEN 2N JOISTS.
4. MAINTAIN PROPER CLEARANCE AT FIREPLACE. VENT 01 B 11,15 PER
MaNPALTURERS SPECIFICATIONS
S. BATROOIS AWD UTILITY ROODS SHALL BE VENTED TO THE OUTSIDE
WITH A MNMEI OF A qO CFi FAN.
6. RANGE WOODS SHALL BE VENT® TO 0111910.'
1. PUIEING AND WAD VENTS SHALL BE GRDUPED IN ATTIC TO LIHIT
ROOF PENETRATIONS AND W LOCATED AWAT PROH PUBLIC VIEW I.E. AT
THE REAR OF THE HOUSE AND SHALL BE FRMV AND PANTED TO WATCH
ROOF COLOR.
S. CONTRACTOR SHALL PROVIDE ADEGIIATE ATTIC VENTILATION/ ROOF
VENTS PER LOCAL GOVERNING COOS. PROVIDE CONTINUOS RIDGE
VENTILATION, WHERE APPROPRIATE, AND PAINT TO MATCH ROOF.
INSTALL SOFFIT VENTILATION AT OVERHANGS.
q. FRW IDS CRAWL SPACE FOUNDATIONS WITH VENTILATION PER LOCAL
LODE REQIIRET'ENTS.
MECHANICAL, PLUMBING E ELECTRICAL:
I. LOCATE TLGIANICAL DUCTS, KAM AND E4UIRE4NT AS REOIIRED.
CO FLY WIN ALL STATENLCCAL COMES.
2. LQBICTION AIR FOR FIRNAC.B MD W.TE2IEATERB M19T COMPLY TE
INTERNATIONAL T NIGAL LOOS. TWO 6' OUCl9 ARE REONIRED, WITHIN
D' OF THE FLOOR AND WITH D' OF THE CEILING.
3. ATTIC WAG WITS SHALL BE LOCATE WITHIN 20' OF ITS SENICE
OPENING. RETURN MR GRILLES 94ALL NOT BE LOCATE WITHIN D FEET
OF A GAS FIRE APPLIANIGE.
4. FROVIDE ELECTRICAL SERVICES AS REQUIRED TO LORE WIN ALL
STATE ! LOCAL GCDES. ALL NSW FIXTIfd9 TO BE APPROVED BT
OWNER
5. Rll'BING 9HUW.L MEET ALL LDCPI. GODS.
6. IN ALL BATNROOB CONTAINING A BATHTUB, SNORER, WATER CLOSET,
LAVORATORT, A ta'SINATON THEREOF, LAUNDRY ROOM,, AM SIMILAR
ROOTS THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION A
MECHANICAL VENTILATION MTBT CONNECTED DIRELiLT TO THE
OUTSIDE IB TOM PROVIDE.
1. IF WATER HEATER 15 LOCATED ANY4EW- EXCEPT GARAGE OR
BASHII NT, P M DRAIN PAN WITH AUXILLART GRAN TO
EXTERIOR
S. ALL GAS HATER HEATERS SHALL BE VENTED AT TOP OTT.
q. CONTRACTOR TO FROV IOE INSIDE MAIN HATER CUT-OFF.
10. ALL BATH AND TOILET AREA WALLS AND CEILINGS SHALL HAVE
WATER RESISTANT GTP9111 BOARD.
it. FIBER-LB'EWT, FIBER MAT REINFORCE GEENT, GLASS HAT GTPSIli
BACKERS AND GTF5UH SMOKES INSTALLED
ACCORDING TO TAJIIFACT1REt5 RELOMENDATIOS STALL BE LBE AS
SACKERS FOR WALL TILE IN TUB AND SDIER AREAS AND WALL PANES
IN SHOWER AREAS.
12, ALL PLUMBING PENETRATIONS THROUGH DRTWALL ARE TO BE PU .Y
SEALED.
IS. PROVIDE BLOCKING IF WALL PLATES OR JOINTS ARE CUT INTO
K. SNOBS AND TIB-SDHBR UNITS MJBT I E PROVIDE WIN CONTROL
VALVES OF THE PRES URE BALANCE/ THEWOSTATIC MXIN5 VALVE
TYPE. WATER TEK'ERATRE GETTING 15 DOT MAX
B. ALL NEW P J G FIXTURES TO BE APROVE ST OWNER.
R.
STAIRS, GARAGE, WALLS d RAMP:
I, STAIRS SHArLL BE A MIN OF %' LOUR HIOTN, WITH A 1-514- PAX. RIBS
MID D' MIN. �tH. NBAORNIi 9HHMLL % 6' 6' MN. LLE4R OF
MY OBSTRUCTION.OBSTRUCTION.CTION.CITON.
2. INTERIOR AND EXTEFUM STAR LANDINGS QALL W A MN. OF W' IN
WON AND DEPTH.
S. ANY ENCLOSED USABLE SPACE BENEATH ANY STAR TO BE
CONSTRUCTED WITH A ONE HOUR FIRE RATING. CONTRACTOR To
OBTAIN THIS RATING ST CONSTRUCTING THE WALLS AND SOFFITS of
THE ENCLOSURE WITH 5/6' TYRE N' GTP SIl1 WALL BOARD.
4. ALL SIRFALB THAT DEFINE THE VERTICAL OR HORIZONTAL
SEPARATION BETWEEN THE GARAGE AND HOUSE ARE TO BE PROTECTED
WITH SM' TYPE'%' GYPSUM WALL BOARD. THIS INCUIDB ALL
HORIZONTAL AND VERTICAL STRUCTURAL BNl P M@EERS
SUPPORTING THE SEPARATIONS ON GARAGE SIDE ONLY.
S. ALL HALLWAYS AND CORRIDORS TO MWINTAN A %' MN. CLEAR WIDTH.
6. GUARDRAILS ARE TO NAVE 5 T/S' MAXIL9 SPAOIG AND LK U.-M. IN
MIGHT.
1. STAIR CONSTRUCTION 9F4A.L CONSIST OF (3) L0 5TRINME],, 5/4' OR
h THINK TREADS AND 3/4' NICK RISERS OR HATERIAL5 FABRICATED
BY A LOPONBNT I`IANFALlTlBR.
6. HA DRAL5 %HALL BE MOUNTED 54'-35', MEAURED VERTICALLY
FRAM THE SLOPED RAM ADJACENT TO TREAD NOSING.
q. RA F5 SHALL HAVE A 1.0 MAXR SLOPE. A Sk9' LANDING SHALL
BE PROVIDE AT TOP AND SOTTO1 OF RAHP, WERE RASP
ONAMGES DIRECTION AND WBE A DOOR OPENS ONTO RAF.
10. RAMPS WITHOUT A HANDRAIL ^JHALL HAVE A 1,6 NNXIIII SLOPE.
II. RAPS WITH A HANDRAIL SHALL HAVE A 1.12 HAXIMH 51 O
Q. HANDRAILS SHALL BE 34'-39' IN HEIGHT ABOVE THE RAMP FINISHED
SURFACE
13. A 3b3' LANDING SHALL BE PROVIDE AT TOP AND BOTTOM OF RAP,
WISE RAMP ONMWES DIRECTION AND WHERE A DOOR ODES ONTO
RAP.
DOORS/ WINDOWS:
1, ALL WINDOW SIZES SHOULD BE VERIFIED WIN OWNERS REPRIWINttATVE
PRIOR TO P1R06ASE. GLAZING WITHIN 24- OF A DOOR MST BE
T13PEED SAFETY GLASS.
2. ALL HIN 30 S ! EXTERIOR LOOKS ARE TO BE YEATNHR-STRIFP®.
S. ALL DOME LEADING TO GARAGE FROM ANT LIVING SPACE ARE TO BE
A MN. 2Oi9NUTE FIR: RATE ! EQUIPED WIN AN AUTOLATIC CLOSER
DEVICE.
4. 'LT9NTER9' TRIM CENTER THE OPHWING ON THE WALL SECTION, WITH
EGIAL REVEAL ON EACH BIOS. CENTER ALL OPENINGS 141 C
OTHERWISE NOTED.
5. EXTERIOR DOOR DESIGNATIONS ARE NOMINAL. CASING HILL M A 2 1/2'
REVEAL.
6, WINDOW SIZE INDICATE ON PINS ARE NOTE ST AFAR HATE
ROUGH OPENING SIZE. REFER TO PLANS AND EXTERIOR
ELEVATIONS FOR WINDOW TYPES.
1. BEDROOM WINDOWS SHALL WAVE A MNII'TEI NET CLEAR OPENING
OF 5.1 5C FT- A MNIMEM NET CLEAR OPENABLE WIDTH OF 20', A
MINI V NET CLEAR OPENABLE WEIGHT OF 24', AND HAVE A
TAX"" FINISH SILL MIGHT OF 4T PI FINISH MOOR
8. ALL GLASS LOCATED WTHIN S' O FLOOR, OR LOCATE WITHIN 60' OF
FLOOR AT BATHTUBS, WHIRLPOOLS, SHOWERS . SA009, STEAM ROOM OR
HOT TBG SHALL BE TBFE SO,
W ITCOrB ST.
COLLIN9, Co
PREPARED FOR:
COLOR FLANAIAN
PO. BOX 1592
FORE 00LLINS, OO Boom
Sol SOT-gOFIe
canrllvnpIDORSnollcam
DESIGNED BY
AJNBIRD
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MCNITECNM SIMWCES
(RNII eH61WRN rERE.
BY:
R'1
DATE:
SCALE:
NONE
Joe:
GH-L'r12
REV: FORPERIIT
DATE: 5/2gne
BY: R1
REV. -
DATE:
BY:
REV:
DATE:
BY:
TITLE:
GENERAL
NOTES
SHEET:
Ar .O
OSTAIR SECTION
9G4LE. Vl •'4'
PROJECT:
CARRIAGE HOUSE
za S. WITCCM ST.
FORT COLLINS, CO
71
PREPARED FOR:
c4toR RNUBMI
PO. BOX I
rMT ccLLRtl. co B 22
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DESIGNED BY:
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DATE: 3rtan3
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DATE: eaarti
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CARRIAGE
HOUSE
DETAILS
SHEET:
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S
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3/4' T16 SERLOOR
9 V3' TJI ROOK JOISTS
R-] MN NE IATnN
S 1 45 t D.. TO
CEILING l HALLS ADJ. TO LIVING SPACE
� R-N 1'DR. RgLATbN
GARAGE
ANa+az ear
ab PRE-T READ® SU PLATE
CONa✓tfE FOLF"TION -
SEE S1R1OT1RAL PLANS
4' PoIIlED CONCREM FLOOR
VAPOR BARRIER
•I •I � laPALT®GRA.Va
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0 �L SECTIONSECTION
PROJECT:
CARRIAGE PCUSEI
429 S. WHITGOI'B ST.
FORT GOLLINS, CO
80521
PREPARED FOR:
coNOR ftA1 m
PD. eO%1632
FORT LOI.LINS, OO e0522
501 SOlsIO59
ruvflpuy�l0.'Lggll can
DESIGNED BY:
AINBIRD
I Design
Design
MCJelEGN0.LL l6M(:Fs
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BY.,
Rt
DATE:
Scale
SCALE:
AS NOTED
JOB:
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REV: FOR PSdAr
DATE �
BY: RT
REV: Frl PLR r GARAGE
DATE: 6avO
BY: IS
REV:
DATE:
BY:
TITLE:
CARRIAGE
HOUSE
SECTION
SHEET:
A4.0
PROJECT:
WEST ELEVATION
t W-r
SOUTH ELEVATION
EAST ELEVATION
NORTH ELEVATION
WAE. V4'-I'O'
S. WHITGOM ST.
T COLLINS, GO
PREPARED FOR:
cm oa w
PO. w
FOitf COLLMG w 8W23
501901+1058
vMlongmloo�gwncan
DESIGNED BY
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DATE:
BY:
REV: efio® ur. �nTs
DATE: brzun
BY:
REV:
DATE:
BY:
TITLE:
CARRIAGE
HOUSE
EXTERIOR
ELEVATIONS
SHEET:
A3.0
A
I
4D MD
26 B•a
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1 I
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54
-
34
• L 6 2' � 6 n. �1f.4Y�LA'YXS 6i' 2010I 66 � 69'
26F0' 8'-0'
A
MD
ti'
FIRST FLOOR PLAN
GARAGE . ]G6 9F.
NABIIAdE SPALE • i86 9F
OVER '-6•
Ll lI�T QQQf 61
TOTAL
GARAGE
255 SF.
-
255 SF.
t'Em CLOSET
SI SF.
SI SF.
GEAT R
ISO SF.
286 SF.
BATH 1
42 SF.
42 SF.
STAIRS
64 SF.
-
64 SF.
FIRST FLOOR
512 S.F.
512 S.F.
STAIRS
41 SF.
41 SF.
KITc; EN
Im W.
21 SF.
SOU.
LM ROON
mar.
0 SF.
ISO SF.
BATH 2
SS SF.
55 SR
43 SF.
B®RORt
61 SF.
55 SF.
02 SF.
SECOND FLOOR
366 S.F.
I86 ELF.
512 S.F.
TOTAL
958 SF.
186 Sr-.
1144 SF.
l
J
5'a 26
6'0'
LTA
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AB TH 2 „—
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_
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'
-
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ABv. FIRST FLR
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6'i in-
V-O'
26
S40
F,
la
SECOND FLOOR PLAN
9[Y1G V4'.I'-0-
HASITABLETALE fL .O ly'1. 4i SF.
DOOR 4 WINDOW NOTES:
L i,WVCIN SIZE INDICATED AS NUM • NB6W IN i$i-INfAS
o , 2 -2'-0•. 2'-0'. 24+24•
2. DOOR SIZE no1CATED AS WDTN IN FEET -IN
FXAIPLE2A = 2'-B'.
3. FOR COORS 4 NIN AFPRO%. WIT D11ENSICNS AIrF SIY%N - SELECT
LLOSEST SIZE Hi S ISZ
4.� 61ASS 15 R!521 ED NIEN GLAZING 15 N11HIN 5' GF A TIAS BOTTCH,
NITIIIH 2' 6 A DCOWLAY, HITMIN IS' CF FINIS® FLCCR AND W 4 SO. Fr.
IN SZE OR IN THE ENCLOSING NAU OF STAIRNAY LANDINGS.
PROIJECT:
GARRIAGE NO
429 S. NHITCOI'B ST.
FORT GOLLINS, CO
SM21
PREPARED FOR:
COItlO R
P.O.ow
. BOX COLLINSORT LEl. C.O 00522
501301-dose
c.wrn..gmo gA .
DESIGNED BY
AINBIRD
Design
.VlCWiECNRXSFRNCES
(5101.9YH}1,ElE
�MSM®P^fA.mm
BY:
DATE:
SrAll3
SCALE:
V4' • I'4'
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DATE: 34 S
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CARRIAGE
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FLOOR
PLANS
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A2.o
A PERMIT FAST BE OBTMN® FrLn TIE CITY FORESTER BEi
ANY TREES OR SHRUGS AS NOTED ON TH19 PLAN ARE PL/NTID,
PRUNED, OR RBMOVED ON TIME PUBLIC RIGHT OF HAY. THIS
INCLUDES ZONES BETIEEN THE SIDEWALK AND CURB. MEDIANS.
MD OTER CITY PROfERfT. TNI9 PERMT SHALL AiPROVE THE
LOCATION AND SPELT® TO BE FtANT®. FaLV� TO 08raN TUNS
PHtAT MAT REBUILT IN REPLACMG OR RELCCATN,6 TRESS AID A
HOLD ON CERTIFICATE OF OLOIPANGY.
TRIM PROTECTION STADMRID9
(V WTMN THE DRIP LINE W ANT PROTECTED EXISTING TREE,
T18E SHALL BE ND CUT OR FILL OVER A FOR RDN DEPN
UNLESS A QUALIFIED ARIBORMT OR FORESTER MAS
EVALUATED AND AAiaOVED THE DISRRBANCE.
T1) ALL PROTECTED EXISTING TRIMS SHALL BE PRUNED TO THE
CITT OP FORT COLLINS FORESTRY STANDARDS.
m PRIOR TO AND DARING CONSTRUCTION, BARRIERS S BE
ERECTED AROUND ALL PRDTEi Bf19TING TREES HITN
9UQ1 BM'6 I1 TO BE OU ORANGE FENCING A MINITI M OF
POUR la MET IN HEIIX . SECURED HITN rETa. T POSTS, NO
CLOSER THAN 91X (6) FEET FROM TIE TRUNK M ONE MALF
(Vl) OF THE DRIP LINE N1IQEVER B G ItM TQ2 MULL
INS NO STORAGE OR rDVB'!NT OF EQUIPMENT. MATEO&.
DEBRIS OR FULL HITMIN TIE FENCED TREE PROTBGTICN ZONE.
,Q OIRUG T! cO19TRUCTIO/ STAGE Q' pEVtLOP , THIS
APPLICANT swi PREVENT TIE CLEMIING OF COMPETE
OR IMA.TERIAL OR T! 9rQtAGE AD DISPOsw_ OF YNSTE
FNTERIa. SUION AS PaNr9, OILS, SOLVENTS, A}9UALT, E.
CONCRETE MOTOR OIL OR ANY O MER MATBBAL Qfi TO r
TE LIFE OF A TREE NVTIIN TIME DRIP LINE OF MNT
PROTECTED TRIM OR EROIP OF TREES,
NEST NO Da 1146 ATTACMEJT. HIRES. 91GN 5 OR PERMITS MY
BE FASTENED TO ANT PROTECTED TREE.
W LARGE PROPER" AREAS CONTAINING PROTECT® TIM
AND SEPARATED PINCH CONSTRUCTION OR LAND QFAR8IG
ARFA9, ROAD RIGHTS OF HAT AND UTILITY EASC154T5 FIAT
IM RIBBONED OF,' RATNBL THAN EREciING PROTECTIVE
FENCING ARLUND EAQA TRIM A9 REOUIRED IN WWWrION
fOIN. THIS MY SE ACCC PLI91.eD 5Y PLACING FETAL T
POST STAKES A MXUM M OF FIFTY (50) MET APART AND
/ TYING RIBBON OR POPE — I STAKE TO STAKE ALONG TE
OU CIE FL4U1'ETHL9 OF 9UQM ARIL BEING CLEARED.
0) THE INSTP TDN OF UTILITIES, IRRIGATION LING OR y
UNDERGROUND FIXTUTE REQUIRING Mx VATI, PEEPER
TUN SIX I W HOES SMALL BE ALtaR.191® ET BORING
UNDER TE ROOT SF T I OF PROTECTED ExlsinRG TREES AT
A MNPVI DEPTH OF TIENTT FOR E F INDI I
DISTANCE B B ANBL191ED FRQ1 TLIE PALE OF TE Tra
SiR BARK( AND S SCALED PROM 11EE OIa'ETBt AT
BREA9i IEKaMT A9 DESCRIBED M TIE LITANY AT fLUG 33JW.
- a
I
I
w 8i
J S p !8I
< D
O ru
PARR(
CN SPACE
I YEAR MDERATE RISC i
MCCD FRINGE is m r 5 sq'5g51' H 190.061(TV l90%RJ
—11-O'I _ _ — -- l�-O� _ _ _ _ _ — — Df19TING
u
jGARAGE 0 a s. ADDITION
p
.0
4
ADDITION
KATLR LINE
E%BTNG � e
Ew9TNG 9AN n jpp
9ENE2 LINE NEW FENCE
EXISTING BARN
/ to Pg M'
W'AGC
PROPOSED
CARRIAGE
W015E
rmopc�,—
SAN, 9151 C u
LIT!
PATIO
., PROPERTY DATA / \
11,186 S.P.
0.251 ACRES
IIrtIL.-wcr „'
�TELE1
L a I b e �(2) PA 0
LOT (P
�L1Tr RIGHT-Q-YMT
— P.—i...._
° ATFE STOP)
A= TE��T LLBI/FFt,,PIT .1' IXISTING BDBYJX
.4m LANDSCAPE AREA I
PoltRTl' COVERAGE M F�l�T1T LEVP1^.wCOVERAGE M F�r�TH LEVELS
LOr SIZE II, 186 9F. COS
5O% OF LOT SIZE - 5945SF.
U9 cF 5SRS SP. - 1064 SP_
EXISTING Nlaw 1351 SF. 11A
PORTION OF GARAGE
AppITION 2.Y6 SP. 21AB
IN REAR 50% LOT 105 SP.
CAeSACaE HALE 958 9F. SAS
CARRIAGE MOUSE 28 9P.
TOT. BIDa 4,10 SF. 42A
TOTAL REAR 9LDG. 1069 SF.
TOTAL PARING SPACES - 6
— — — 50A LOT BOUNDARY
"zo th
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
GAL
GALLCH(V
09
OUTSIDE
ARCH
AROHITECT(LRM.IJ
GALV
GALVANIZED
PI
PHASE
SD
BOARD
GO
GENERAL cONTRACTOR
PSF POUNDS PER SOUARE FOOT
BLW
6NILDUAG
GPI
GROND FAULT INTERRUPT
PSI PCUND9 PER SQNRE IKON
SOT, 5m SOTTCM
GYP BD
GTPSUM BOaR'O
R
RADILL9, RISER
OMB
CABINET
H
HEIGHTS, NIGH
RAD
RADIUS
CCT
CIRCUIT
HC
HOLLOH CORE
RF,REF,
REFER OR REFERENCE
OLG
CEILING
HIM
HpLLOH ItTPL
REc
RECEPTA.cLE
CLR
CLEARANCE)
HCRIZ
HORIZONTAL
READ
REOUIRID
CHU
CONCRETE MA9AURT UNIT
HT
H!IGHT
REV
REVISION(^w, REVISE
COL
CCLU MIN
NTR
HEATER
RM
ROOM
CQRC
CONCRETE
NVMc
HEATING, VENTILATING,
RC,
ROUGH OPENING
CpBT
CONYTF6GTIgJ
AR
RAS
ROD 4 SHELF
CONT
CONTIMIQ6, CONTINUE
M4
HOT WATER
9C
SCALE. SOLID COTE,
CORTIR
CONTRACTOR
ID
INSIDE DIatTER
SO
SMOKE DETECTOR
D
DE110
DISEP• DEPTH
DEMOLISH, DEMOLITION
INICL
111911L
INCLUDE
INBULAi®, INSULATION
SECT
9RM
SEOTICN
911MILM
CIA
DIA ETOi
INTER
INTERIOR
SPEC
SPECIFICATIONS
Don
DIMENSION
L
LEN6TN
90
90UARE
OR
LOUR
LAM
LAMINATED
SR
9 Y RISER
DR
DETAIL
LAV
LAVATORY
99
STAINLE9591`IML,
EA
E.AOH
LB
POUND
SANITRT SENER
EC
ELECTRIC CONTRACTOR
LF
LINEAR FEET
STD
91`ANDARD
EF
EXHAUST FAN
LT
LIGHT
9TOR
9T0RMc+E
ELEO
PIEGTRIGAU
LTG
LIGHTING
aw
9NITCN
BERG
S'IRGENLY
MATL
n TERIMLISI
9"
SYSITETI
ED
EQUAL
MAX
1101l IM
TES.!
TELEPHONE
EQUIP
EQUIPMENT
FD
FECWANICAL CONTRACTOR
To
TONGUE A GROOVE
D(I5T
EXISTING
T'EGH
rECWJUIONJ
TOW
TOP OF WALL
EX'
EXTERIOR
MN
FETAL
TTTAT
TlRM09TAT
FC
FLOOR PRAM
tTGR
FNNPACTIFI
TTP
TYPICAL
FF
FINISHED FLOOR
T'D
'WSONVRY OPENING
VERr, V
V5 IOAi
rm
MOUNTED
NTR
VENT THIRI ROCF
MPINISMED)
T
PIXTFE
MG
MOUNTING
HATT, WDTH, HIRE
PLR
FLOOR(IN w
NO
NAP'P$j NORMALLY OPBR
M
WOOD
FLUOR
FLUOrS_9CENT
NT9
NOT TO SCALE
HC
HATER CLOSET
PP
FIREPROOFING OR
a
DIN LEIfSIZ
HIMNATER
NY
NEATER
HITN
FIRE PROTECTIQR
DID
OUTSIDE DIMER TE
MTHOUT
FT
FOOT, MET
OPG
CRNING
HIPH/O
NANSCOTTF
GA
GAUGE
OPP
OPPOSITE
wS
NSOT
HAINSCOTT
OlI
8N PENCE A
\ 9 IBg'SS'21' E 19190YR1
n
IXISTIN6 TREES TO
RErNIN -(TYPICAL)
W. MULBERRY ST.
LEGAL DESCRIPTION, LOTS IS 4 I6, LESS VAC ST.
EIM 261, LOONIES, FTC
CARRIAGE W XISE ADORE56, 612 H. TLLBERRT ST,
FORT COLLINS, CA 80521
ZONE DISTRICT, N01NEISFeOR OOD CaNSWATION
- MEDIIlT DENSITY DISTRICT
L
DRAWING INDEX
AID COVER SWEET/ SITE PLAN SI.I FOUNDA71ON PLAN 6 DETAILS
A2.0 CARRIAGE HOUSE FLOOR PLANS
AS O CARRIAGE HOUSE ELEVATIONS
A4O CARRIAGE HOUSE SECTIONS
A5O DETAILS
ASO GENERAL NOTES
MATERIAL LEGEND
GTr :APM BOARD
®
BRICK FACE
PLTW
®
HOOD FRAHING.CONTINUMS
_
HL?'D BLK'GDI9LONTINI10U5
CONCRETE IN 9EOTION
BAT' INSULATION
®
WOOD, PMI91®
CLA59 IN ELEVATION
® OLOGKNS
LAND9CAR AMA
A�I
=:MMTI�
OYEAR NI6N RISCK I FLOOD FitINGE BO1N
Pr _
MODIFr INUSTINIS ACCESS
/ 1 RANP9 (YD 9IDENAIX A9
. NEEOEDI TO Tar LIT( AND
/ ADA DINME PE
1 ANDrNSFECT ON wlrw N6
MND IN (RING CN MTIM crrr
, ENGItBRING IN9PLCTION
TE GNRAGE XXITION AND ALL ADDITONS TO THE EXISTING
MOUSE ARE APPROVED PER SKI MIIdMIT MB001008. ARE
NOT A PART OF TIB PLAN AND ARE SNOW( ON TE PLAN FOR
S R@ENCE ONLY. '
NOTES,
V THIS PROPERTY 15 IN TIE CITY OLD TONN
TOO-YEM HIGH RISK MD MODER IE INSM %COD
Ffl G . PRIOR TO B ININMG ANY UDR' M TIME
HIGH RISK FLOOD FRINGE A 19L000PLAN USE
PERMIT MLL BE RTYiIIRED.
0 THE PROPOSED CARRIAGE NCL•! HILL SE
LOCATED IN THIS rAODHRATE RIM FLOOD PRMTal.
NO PORTION OF TE STd1cT1RE HILL IM LOCATED
IN TIE 1.0G41 RSK FLOOD FRINGE.
PROJECT PARTICIPANTS
FROJFLT ADORES,
9TR1cl R ENGINEER,
42q S. WNITCOMB ST.
GARY WEEKS
FORT COLLINS, GO 80521
WEEKS 4 ASSOCIATES
q10-225-2422
OHNER,
gary.w eeks®weeks inc.com
GONOR FLANAGAN
DRr11NAGE / EROSIDN OON1 iOL
P.O. BOX 1832
KEVIN FORBES
FORT COLLINS, GO 80522
FORBES ENGINEERING
501-301-g058
2g08 CNERL7 STREET
conorflanacganl00®hotmall.com
FORT COLLINS, CO 80524
q10-2q5-4814 OFG.
q10-232-6014 CELL
ARCHITECTURAL OG9IGNER, keyinforbes®fril.com
RAYNE MARTIN
RAINBIRD DESIGN
2466 RESERVE ST.
ERIE, CO 80516
q10-6qO-1433
PROJECT:
S. WWITC-cm ST.
r COLLINS, co
PREPARED FOR:
OOMOR F1.ANKAN
P.O. BOX 652
FORT COLLINS, CA 8052
501 SC14
wvilalnp,l00kjhMlGom
DESIGNED BY:
AINBIRD
OwDesign
.WLwiECNML 9ENMLEB
RINI eee NV T�
,•v•enaOmw,-�
BY:
RIM
DATE:
5M5
SCALE:
JOB:
OII -6D
REV: POR P68RT
DATE: SSVB
BY: R
REV: FER CTTY COTI
DATE: BAVB
BY: IRM
REV: zONINGDISTRic
DATE: 6QU
BY: RM
TITLE:
COVER
SHEET
SITE
PLAN
SHEET:
A1.0