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CRAWL5PACE PLAN
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2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SMALL, BE RESPONSIBLE
FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS, SHOULD THE CONTRACTOR
DISCOVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS
AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR
TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR
CLARIFICATIONS AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT OF A
DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED,
3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CONSEQUENCES
THEREOF.
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0 2' 4' $'
SCALE: 1/4" = 1 --O"
RE'63LOCK
5
WOOD
MATCH
CONTINUOUS
SOFFIT VENT
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@ 100Z. W1
R -13 BATT INSUL.
WOOD SIDING TO
MATCH EXISTING
FIN. FLOOR EL.
M6055.8 » ».
5TUCCO FINISH ,
TO MATCH
EY.15T(NG
1. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE
FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, 5TRUCTLyAL,
MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHO LD
BE NOTIFIED IMMEDIATELY IF ANY DI5CREPANCY BETWEEN DRAWINGS OCCURS
RELOCATED
WATER LINE
2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RE51`01\15I13LE
FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR
DISCOVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS
AND THE FIELD CONDITION5, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR
TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR
CLARIFICATION5 AS REQUIRED TO COMPLETE THE PROJECT, IN THE EVENT OF A
DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED.
3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CON5EQUENCES
THEREOF.
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UNFINISHED
ROOM
EGRE55
STEP FOOTING TO BE BELOW
NEW 1NA7ER LINE ELEVATION
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COMP051TE
ROOFING (CLASS
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MATCH EXISTING
COLOR _a I
g ROOF
SHEATHING ON 2
X 12 @ 12 "O.C.
R -3& BATT
IN5UL.MAINTAIN
2" AIR SPACE
GARA�� E
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4 X 8 VENT EA.
END
EX35TING R(
OVERHANG
REMOVED
b" TYP. X GYP BD
ON EX15TING
SHEATHING
3- CONC ON J' 5TURDY
FLR. DECKING ON
FLR.J5T5.@ 12 "O.C. SLOPE
CONC. OR 5TRUCT. TO DRAIN
4" CONC. SLAB
ON G MIL. V.B.'
ON 4" GRAVEL
G" DRAIN 5ECTION
TILE
DOOR TO BE CUT
THRU EXISTING
FOUNDATION
WALL
51DINING 4 TRIM
TO MATCH
U15TING
FIN. FLOO"
8055.8'
--- ACCE55 DOOR
I-,,... WINDOW WELL
I
RELOCATED
WATER LINE
RELOCATED "?
WATER LINE '
EX. WATER UNEj RELOCATED WATER LINE
I 1 I I
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PROP05ED GARAGE
Wf5T ELEVATION
I f
RELOCATED P S D GARAGE
WATER LINE I
OC FY
3j1 50UTH ELEVATION
ES{
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SCALE: 1/4" = 1'•• --0„
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END
EX35TING R(
OVERHANG
REMOVED
b" TYP. X GYP BD
ON EX15TING
SHEATHING
3- CONC ON J' 5TURDY
FLR. DECKING ON
FLR.J5T5.@ 12 "O.C. SLOPE
CONC. OR 5TRUCT. TO DRAIN
4" CONC. SLAB
ON G MIL. V.B.'
ON 4" GRAVEL
G" DRAIN 5ECTION
TILE
DOOR TO BE CUT
THRU EXISTING
FOUNDATION
WALL
51DINING 4 TRIM
TO MATCH
U15TING
FIN. FLOO"
8055.8'
--- ACCE55 DOOR
I-,,... WINDOW WELL
I
RELOCATED
WATER LINE
RELOCATED "?
WATER LINE '
EX. WATER UNEj RELOCATED WATER LINE
I 1 I I
I
PROP05ED GARAGE
Wf5T ELEVATION
I f
RELOCATED P S D GARAGE
WATER LINE I
OC FY
3j1 50UTH ELEVATION
ES{
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0 2' 4'
SCALE: 1/4" = 1'•• --0„
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SHEATN(NG ON 2x6 STUD
WALL PER PLAN
2x CONT TRTD WD E W1
!? "0 x 10" A.B. a 32" oc
PER PLAN
8" CDNC WALL W12 -*5
7-.,fl-:3. CONT
ADDL MAT REINF PER
PLAN CENrERD IN
WALL
BAGKFlLL d DRAIN PER N mr, y. EXIST SNrO ON 2x6 -
$DILS ENGR. WALL
EX16T FLOOR JOIST$
*4x2'- 60 WL6 INs4 "0x
s 6" MIN NOLES ANGLED
3
NEW STEEL NELICAL. PIER
PER MANUF- VERTICAL
DESIGN CAPACITY PER
PLAN PROVDE MIN iz " x
2" x0' -4 CAP E W12 - *4 X
16" A706 WELOEO DWL$ TO
SHAFT. CONTRACTOR TO
VERIFY APPLICABILITY OF
NEL ICAL PIERS W1 A
OUALIFIED SOILS ENGR
FAIL
2x6' � 16 SRG
WALL W/ TYP
WALL SNTGi
VEIU 2 -2x1:0
NEW 2xI.0 012 J41578
SLAB C.J.
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NEW 2x o 12 JU /STS
1
3
L B
F-�Q
BM PKT
6L,4B C.J. •
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NEW 2xI0 m 12 x !�'# CONT
BM PKT
2�6 "MAX DEPT! -I GONG SL,4B
OYERL,4Y wr "4 0 16 E.4 W,4Y
CENTERED IN DEPrI -{ ON
� MEMBRANE d 34 " TdCx
STURDlFLOOR DEGK'lNt. -r. SLOPE
� GONG NORTH TO SOUTH PER ARGN
PROVIDE ADD L _ si "0 x 7 rr
EXP ANC! -IOR EA SIDE OF
NEW OPNC.x
REMOVE EXIST RIM ABY NEW
OPNG d ADD NEW 9 i L VL x
4'-* FLUSH BM W/ MIN 3" BRG
EA END, PROVIDE 2-L90 -R
EA EXIST J5
DBL 2x8 x GOVT TRTD
DROPPED LEDGER W/ 34 "0 x
10" EXP ANGI -TOR TO EXIST
colvc WALL a 12" oc
STAGGERED w/ MIN 3 "E06E
DIST ON LEDGER
2
� F 1/ERIFY Ek'lST FLOUR JOIST FRAMlNI.x
PROVIDE 2x10 BLKG BTt1bV
d6 T6 A5 DROPPED
- PROVIDE Cow 2x1!2% RIM w FLOOR PERIM
- PROVIDE SEPERATION BARRIER B MIN NON - TREATED LUMBER AND GONG
2
FAI
6" CDNC SLAB W1 REINF
PER PLAN ON 3' -0
LOOSE FILL
DOIGN PER PLAN
6ECTIONr4
scALE ire" = t' -m SI.I
tYf'1C/4L +� N��G,4t. PIERS:
DESIGN, GONST, TESTING; REINF
ETC PER MANUF TO ,4D -{!EYE MIN
� WORKING GOMPRESSION/TENSION
r' LOAD AS NOTED, PROYfDE MIN
GAP fP�sx2xP>' -4 w/ 2 - *4 x 1
EA RFTR
? PL Y /OSB SHEATHE WALL /
EXTENSION W/ 7116 " APA
} .RATED MA TL GUI. loci a &I
,� oc a PANEL PERIMS
> REMOVE EXiSr RFTR
>
TAILS AS R.�'G?D
EXIST 8" SOUND ---
STABLE CDNC FDN
WALL
12
2.6
r„—
TIMBER WINDOW WELL BY
OTHERS
6"
A706 WELDED OWLS TO SHAFT.
EMBED MlN 3' -ra BELOW EXIST
WATER LINE PER SOILS ENGR
- NEW 6" REINF GONG SLAB W/ "4
e 12" oc EA WAY 0 MID - DEPTH
ON 3' -(� LOOSE FILL
T.O.UI.a4 ` -6 �z
S.O.W. 43'- 7
STEP B.our.
GYP +� B.dgEMENT
OWL SLAB TO NEW FDN
'1 WALL W/ *4 x 2' -! OWLS �
2411 oc 5ET IN si "o x 6 "
� ANGLED DOWN 1 -TOLES W/
ANCHOR GEMENT
,B.C� Ul. �' -3
7:O.lU. 56 ` -o
O.O.W.
441 -7
SHEATHING ON 2x6 STUD --a
WALL PER PLAN
2x CONT TRTD WD it W/
�? "0 x 10' AS,
�' 32" oc
FLA$NING PER ARGH
6 "MAX DEPTH GONG
SLAB, SLOPED NORTH
TO SOUTH PER ARGN, W/
_ *4 o 16 EA WAY ON 8" CDNC WALL 1U12 -�
MEMBRANE $ s4 " TdG 7.45. CON7'
PL Y FLOOR DECK ADDL MAT REINF PER
2x10 JSTS PER PLAN PLAN CENTERED IN
WALL
BACKFILL $
T1- 3' -f 3/4" 3' -2 314" 8' -6 31411
GENER,4L gZr�.iuRr4L NOTES JOB * 08274
2' -0" 3/4" 4' -f'J" PROJECT: 1673 MATTERHORN CIRCLE
GARAGE ADDITION
DATE: OCTOBER 30TH, 2008
2�.�l�xN L1YE LOADS
SNOW 100 PSF t
WIND t Y3SEG GUST> 9 N EXP B
4 SEISMIC CATEGORY B
I FLOOR 511J PSF
Slt I 8" GONG WALL W/ 2 -'5 T dB. CON CQNCENTRATED TIRE 2,500 tbs
s CORNERS W/ *4 0 18" c�c EA
WAY 'ENTERED IN WALL
�� � ��,....�. THICKNESS, GONr O CORNERS.
" ��� NEU! STRUCTURE SHALL BE FOUNDED UPON STEEL HELICAL PIERS DESIGNED PER MANUF
PROVIDE iz "� x 10° A.B. `S � 32„
FRAMED WALLS IN ACCORDANCE WlTN RECOMMENDATIONS CONTAINED IN SOILS INYE$TIGArlQN REPORT
PREPARED BY LKP ENGINEERING, INC. SOILS REPORT NO 08/25 DATED SEPTEMBER 16,
2009
DU NEW FDN TO EXIST W1 2 - *4 x
B.O.IU. 2' 7 3' -0 T �B. � � 16" oc SET IN "'� EXCEPT WHERE OTNE12Wl$E SPEGIFlGALLY NOTED HEREIN, ALL RECOI IMENDATIDNS AND
PRECAUTION$ CONTAINED IN THAT REPORT SHALL BE ADHERED TO. BY THE
� T:G? W. S4' -,6 jiz x 7" ANGLED DO11�1 ! -TOLES WI ONTRAGTOR
r ANCHOR CEMENT, TYP '� 2 LOGS
B.v" .ul. 42 �7
FOUNDATION CRITERIA ( BELOW) WAS ASSUMED FOR I'URPO$ES OF FOUNDATION DE$ /GN
AND SHALL BE CDNFfRMED BY SOILS ENGINEER, AT OCtNERB EXPENSE, PRIOR TO
Ik CONSTRUCTION (THIS PROCEDURE MAY REG2UlRE REVI$lONS TO FOUNDATION DESIGN !F
� SOIL ENGINEER DETEI2M(NES THAT SUCH DESIGN CRITERIA ARE INAPPROPRIATE FOR
rN(5 BUILDING SITE.
S/t �' rj-P TYP +� /N7�R /OTC' 87'L N�,L /CAL PIERS: FOOTINGS SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR COMPACTED FILL
� 2 ADD 3 - *4 x 6' -8 0 12" ac EA WAY TESTED AND APPROVED BY SQlLS ENGINEER
CENTERED � PIER ROTATED 45 ° AS
SNOIUN. LOG RE1NF ABY MAIN MAT MAXIMUM DESIGN !OIL PRESSURE: I5r�f� PSF (NEW) 2DQ.D PSF (EXtST/NC�).
:u ( OF STL DESIGN LATER.�iiL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE >.• 45 PSF/F7:
rO.SLAB FIELD .VERIFY SOUND STABLE
EXIST 8 "' REINF GONG FDN WALL PROVIDE PERIMETER DRAIN PER 6DtL5 ENGINEER
� $L1
'--W46'- 7xa � ON l6 " x 8" CONT FrG a ADDED SLOPE PERli'7ETER G/24D1NG AWAY FROM BUILDING. PER SOILS ENGINEER
FLOOR f RAFTER BRG LINE
max:
��� �/�13tTE_AND RE1/dCU1FY,.FMENT
BM PKT CONCRETE SHALL CONFORM TO APPLICABLE PRaVISIONS OF LATEST REVISION OF
� I 24„ AGI -301 MINIMUM 28 DAY GOMPRE$SJVE STRENGTH A$ FOLLOW$:
*4 x7� OWLS a 2 ALL CONCRETE: 3500 PSI.
TO G,4RAGE SLA� �
DEFORMED REINFQRGEMENT: ASTM A6I5 GRADE 6�
« WELDED WIRE FABRIC,
ASTM J85
DROP 7:c.�GJ. 12
MAX � O.N. U.t REINFORCEMENT FABRICATED AND PLACED PER ACl MAN OF STAND. PRACTICE
00 O G m
TYPICAL FOUNDATION REINFORCEMENT 2 -*5 TOP AND 2 -*5 BQTTOM.
2 CONCRETE MUST BE PLAGF'D CONTINUOUSL Y WITHOUT NORIXONTAL COLD JOINT IF IF COLD
SI.1 J\ JOINT lS DESIRED, APPROPRIATE VERTICAL REINFORCEMENT MUST BE .PROVIDED.
9` -4" OPN(x 1-2", [� COLD wE,4TNER PLACEMENT SHALL COtJFORM TQ PRACTICE SET FORTH IN ACl MANUAL
CF CONCRETE PRACTICE
������ � +�� r �� �,� t EPDXY: SIMPSON A.7: EPDXY OR CEMENTJTIQUS ANCHOR CEMENT
tJ I(�jj r��l �2P17 �4Mttr�
LAMINATED VENEER LUMBER (LVL) FB= 2600, E= 1,900,000 (1 -314" U/IDEMINIMUM)
- DO NOT BACKFILL WALLS PR10R TO BASEMENT SLAB
INSTALLATION FRAMING LUMBER (MAXIMUM MOISTURE CONTENT: t9�)
- INDICATES STEP l:O.IU. FOUNDATION HEM FIR IVG? 2 -TRTD
SILL PLATES FG1 =40�a, FY = 75
STUDS f 9' -0 NEM FIR STUD GRADE
FLASH(1dG PER ARGN 6 "MAX DEPTH CDNC FB- 675, E= 1,200,00; FC =800
SLAB,. SLOPED NORTH STUDS) 9' -0 NEM FIR NG? 2
FB =85r2; E= (,300,000
TO SOUTH PER ARCH, W/ JDI6TS /HEADERS HEM FlR NO. 2
SNEArN1NG ON 2x6 STUD *4 � 16 EA WAY ON FB= 850, E= 1,300,000
WALL PER PLAN MEMBRANE $ s4 " r$G BEAMS t' 5X5 DauGLAS FIR NO.f
PL Y FLOOR DECK F8= 1000, E= 1,700,00; %Y= 95
6 "MAX DEPTH LONG CANT RIM PER PLAN y BEAMS } 5X5 DOUGLAS FIR NO. I
%SLAB SLOPED NQRTN FB =135D E4,600,000, FY =85
rl TO SOUTH PER ARGN, U// 2x CONT TRl'D IUD fL' IU/ COLUMNS DOUC"xLA6 FIR Nc� l
*4 � 16 EA WAY ON �? "0 x J0" A.B. 32" oc (4X4 � GREATER) FS 1200, E= 1,600,000, FG =1,000
MEMBRANE d 3i" TdG W000-1.1016T5 TRUSS JOIST TJl1210 SE(�IES
PLY FLOOR DECK PER PLAN MALL. =3120 FT -LB61 PALL =1655 KIPS.t Ei- 283,0PJ0,000
.s FLOOR RIM TlMBERSTRAND LSL RtMBDARD 1114" X JOIST DEPTH MIN. OR PER
PLANS
FB =I,200t FC( =680 FV -400 E- 800,000
2x10 JSrS PER PLAN
8„ CQNC WALL W12 -"S �� CONTRACTOR TO CONTACT GEBAtl, INC. IF ANY OF SUPPLIED WDQD MEMBERS DIFFER
7;dB. CONT FROM THE MATERIAL SPEC(FIGATION$ ABOI� PRIOR TD CONSTRUCTION
2x10 JSrS PER PLAN ADDL MAT REINF PER NAILING PER lNTERNATlQNAL BUlLD1NG CODE EXCEPT WHERE MORE OR LARGER
6 "GANG SLAB U// RE(NF PLAN CENTERED IN 6 " GQNC SLAB W/ REINF NAILING SHOIGN ON DRAWING$,
PER PLAN ON 3' -0 WALL _ PER PLAN ON 3' -0
LOOSE FILL n: LOOSE FILL ALL ROOF RAFTERS, JOISTS, TRUSSES, BE,4M8 ANCHORED TO SUPPORTS WtTN 18 GA.
BAGKFfLL � DRAIN PER s� � $IMPSQN H2.5A FRAMING ANCHORS OR A6 'NOTED. TRUSS TO TRUSS CONNECTIONS
SOILS ENGR
� d SPECIFIED BY TRUSS SUPPLIER
# 3 „ ALL PLYWOOD ROOF
SHEATHING AND SUBFLOORING SHALL BE ENCxlNEERED GRADES
' 4 x 2' -6 OWLS IN 4 0 x "4 x 2' -6 OWLS IN 3r "fi x
4 a WITH GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING OF SUPPORTS (ARA
x
6" MIN HOLES ANGLED . 6" MIN HOLES ANGLED 32116) OR 06B CONFORh1/NG TO IRC STANDARD FOR ROOFIFLOOR $NEATNINO
2x10 BLKC BT(GN JSTS .
0 x � DOItN 15'! PER PLAN � b DOI� 15 "� PER PLAN
DBL 2x8 CONT TRTD PER PLAN PER PLAN LOWER CHORD OF GABLE END TRUaSES ANCHORED TO WALL PLATE WITH 18 GA.
DROPPED LEDGER
?• :. PER PLAN
,--ALE fit" = 1' -0 S%l
> NEW 2x12 RFTRS PER
PLAN W/ sf " 48/24 OSB
> OR PL Y SHTG
' 2x BLKG, TYP -- ---- --
ADD H2.a HURRICANE TfE
> 0
ADD 2x4 OR 2x6 IMATGI -1
EXIST WALL BELOW)
GR/PLE STUD a EXIST
RFTR FAGS (2411 oc MAX)
wr 4 -16d FACE NAIL
THERE To
L590 a E,4 NEw RFTR,
ONE SIDE
3 -16d FAGS NAIL EA
SIDE 1
FVERIFY EXIST M2,0 24
RFTF'
ADD 2x12 CONT NAILER
W/ 3 - *10 x 3112 "0 SCREWS
,w EA RFTR BEAR
DIRECT ON EXIST ROOF
PLY (REMOVE EXIST
ROOFING AS REG?D
$GALE 34
" = !' -rd
FRAMING ANGNQR$ A 4' -0 ON CENTER AND LATERALLY BRACED TO ROOF FRAMING
AT 8' -0 ON CENTER MAXIMUM SPACING.
NEW STEEL HELICAL PIER NEW STEEL HELICAL PIER
PER MANUF- VERTICAL PER MANUF- VERTICAL ALL EXTERIOR STUD WALLS $HALL BE SHEATHED WITH 112" NOMINAL APA RATED
DESIGN CAPACITY PER DEStr..�N CAPACITY PER PLYWOOD OR OSB SNEA THING DR A$ N07"ED WITH N414 1N* RE0UJREMENTS NOTED ON
PLAN. PROVIDE MIN iz " x PLAN PROVIDE MIN 111 "x
2"x0' -4 CAP fP W/ 2- 04 X 2" x0' -4 GAP !P W/ 2 - "4 X
16" A706 WELDED OWLS r0 l6" A706 WELDED DULLS TO PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF WALL OPENINGS EQUAL TO ONE HALF
SHAFT: CONTRACTOR 7'Q SHAFT: CONTRACTOR 710 OR GREATER OF NUMBER OF STUD$ INTERRUPTED BY OPENING$.
.VERIFY APPLICABILITY OF VERIFY APPLICABILITY OF
HELICAL PIERS W/ A HELICAL PIER$ W1 A ALL WALL STUD! SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO
/�''' * /'"�}� 1 QUALIFIED SOIL S ENGR QUALIFIED SOILS ENGR ROOF.
5EL/ ! I VJ l� 2 BLOCK BETWEEN ROOF TRUSSES W1 SOLID 2X- BLOCKING r0 UNDERSIDE OF ROOF
$NEArt -ttNG WHERE TRU$$ HEEL HEIGHT EXCEE0$ 4':
scaLE tr2" = r' -0 SL1 --ALE W" - P-0 SI,I
WHERE HEADER 18 NO DIRECTLY BELOW TOP OF WALL PLATE; PROVIDE 2X CRIPPLE
STUDS ABC)YE HEADER AT 161! ON CENTER i A001TlONAL STUD$ AT ALL BEAM AND
COLUMN LOCATION EQUAL TO NUMBER CF STUD$ OR PLIES OF BEAM ABOVE
CROSS BRIDGE ALL ROOF AIYD FLOOR JOISTS AT MIDSPAN WHERE BOTTOM DOES NOT
tYP GONG.. "4 6 REIN!= RECEIVE DRYWALL OR OTHER SHEATHING. A$ PER MANUFACTURES RECOMMENDATIONS.
$LAB ON 3' -0 SEE PLAN FOR ADDT'L PROVIDE SDL(D BLOCKING OR R(M JOISTS AT ALL JDlSr SUPPORT$ AND JOIST END$,
L 006 FILL PER SLAB REIN!; CENTERED ALL FLOOR JOIST AND ROOF TRUSS SYSTEM BRACING AND BRIDGING AND
PLAN a INTERIOR PIERS CONNECTIONS SPECIFIED BY MANUFACTURER
ALL FASTENER$ (NAILS, BOLTS, $ HANGERS) IN CONTACT W1TN PRESSURE TREATED
1U000 SHALL BE CORROSION RESISTANT AS SPECIFIED BY LUMBER MANUFACTURER
METAL CONNECTOR DESIGNATIONS ARE SiMPSDN 87'RDN6 TIE COMPANY.
CA >R %sxr0x0' -f0 wr �L
2 - *4 A706x 2—=6 _..2'6 NEW STEEL HELICAL PIER G0N7RACT0R TD VERIFY EXISrfNG CONDITIONS PRIOR TO EXECUTING CORRESPONDING
WELDED 8" � PER MANUF- VERTICAL MODIFICATIONS AND $HALL NOTIFY GEL3AGI, INC. 11'fiME0IATEL Y UPON DISCOVERY OF
DESIGN CAPACITY PER GONDfrlONB DIFFERJIdC,x FROM THOSE 614014N
PLAIN
SCALE rrz" = 1' -0 $1.I
DRAIN PER ---.,�
T1- 3' -f 3/4" 3' -2 314" 8' -6 31411
GENER,4L gZr�.iuRr4L NOTES JOB * 08274
2' -0" 3/4" 4' -f'J" PROJECT: 1673 MATTERHORN CIRCLE
GARAGE ADDITION
DATE: OCTOBER 30TH, 2008
2�.�l�xN L1YE LOADS
SNOW 100 PSF t
WIND t Y3SEG GUST> 9 N EXP B
4 SEISMIC CATEGORY B
I FLOOR 511J PSF
Slt I 8" GONG WALL W/ 2 -'5 T dB. CON CQNCENTRATED TIRE 2,500 tbs
s CORNERS W/ *4 0 18" c�c EA
WAY 'ENTERED IN WALL
�� � ��,....�. THICKNESS, GONr O CORNERS.
" ��� NEU! STRUCTURE SHALL BE FOUNDED UPON STEEL HELICAL PIERS DESIGNED PER MANUF
PROVIDE iz "� x 10° A.B. `S � 32„
FRAMED WALLS IN ACCORDANCE WlTN RECOMMENDATIONS CONTAINED IN SOILS INYE$TIGArlQN REPORT
PREPARED BY LKP ENGINEERING, INC. SOILS REPORT NO 08/25 DATED SEPTEMBER 16,
2009
DU NEW FDN TO EXIST W1 2 - *4 x
B.O.IU. 2' 7 3' -0 T �B. � � 16" oc SET IN "'� EXCEPT WHERE OTNE12Wl$E SPEGIFlGALLY NOTED HEREIN, ALL RECOI IMENDATIDNS AND
PRECAUTION$ CONTAINED IN THAT REPORT SHALL BE ADHERED TO. BY THE
� T:G? W. S4' -,6 jiz x 7" ANGLED DO11�1 ! -TOLES WI ONTRAGTOR
r ANCHOR CEMENT, TYP '� 2 LOGS
B.v" .ul. 42 �7
FOUNDATION CRITERIA ( BELOW) WAS ASSUMED FOR I'URPO$ES OF FOUNDATION DE$ /GN
AND SHALL BE CDNFfRMED BY SOILS ENGINEER, AT OCtNERB EXPENSE, PRIOR TO
Ik CONSTRUCTION (THIS PROCEDURE MAY REG2UlRE REVI$lONS TO FOUNDATION DESIGN !F
� SOIL ENGINEER DETEI2M(NES THAT SUCH DESIGN CRITERIA ARE INAPPROPRIATE FOR
rN(5 BUILDING SITE.
S/t �' rj-P TYP +� /N7�R /OTC' 87'L N�,L /CAL PIERS: FOOTINGS SHALL BE PLACED UPON UNDISTURBED NATURAL SOIL OR COMPACTED FILL
� 2 ADD 3 - *4 x 6' -8 0 12" ac EA WAY TESTED AND APPROVED BY SQlLS ENGINEER
CENTERED � PIER ROTATED 45 ° AS
SNOIUN. LOG RE1NF ABY MAIN MAT MAXIMUM DESIGN !OIL PRESSURE: I5r�f� PSF (NEW) 2DQ.D PSF (EXtST/NC�).
:u ( OF STL DESIGN LATER.�iiL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE >.• 45 PSF/F7:
rO.SLAB FIELD .VERIFY SOUND STABLE
EXIST 8 "' REINF GONG FDN WALL PROVIDE PERIMETER DRAIN PER 6DtL5 ENGINEER
� $L1
'--W46'- 7xa � ON l6 " x 8" CONT FrG a ADDED SLOPE PERli'7ETER G/24D1NG AWAY FROM BUILDING. PER SOILS ENGINEER
FLOOR f RAFTER BRG LINE
max:
��� �/�13tTE_AND RE1/dCU1FY,.FMENT
BM PKT CONCRETE SHALL CONFORM TO APPLICABLE PRaVISIONS OF LATEST REVISION OF
� I 24„ AGI -301 MINIMUM 28 DAY GOMPRE$SJVE STRENGTH A$ FOLLOW$:
*4 x7� OWLS a 2 ALL CONCRETE: 3500 PSI.
TO G,4RAGE SLA� �
DEFORMED REINFQRGEMENT: ASTM A6I5 GRADE 6�
« WELDED WIRE FABRIC,
ASTM J85
DROP 7:c.�GJ. 12
MAX � O.N. U.t REINFORCEMENT FABRICATED AND PLACED PER ACl MAN OF STAND. PRACTICE
00 O G m
TYPICAL FOUNDATION REINFORCEMENT 2 -*5 TOP AND 2 -*5 BQTTOM.
2 CONCRETE MUST BE PLAGF'D CONTINUOUSL Y WITHOUT NORIXONTAL COLD JOINT IF IF COLD
SI.1 J\ JOINT lS DESIRED, APPROPRIATE VERTICAL REINFORCEMENT MUST BE .PROVIDED.
9` -4" OPN(x 1-2", [� COLD wE,4TNER PLACEMENT SHALL COtJFORM TQ PRACTICE SET FORTH IN ACl MANUAL
CF CONCRETE PRACTICE
������ � +�� r �� �,� t EPDXY: SIMPSON A.7: EPDXY OR CEMENTJTIQUS ANCHOR CEMENT
tJ I(�jj r��l �2P17 �4Mttr�
LAMINATED VENEER LUMBER (LVL) FB= 2600, E= 1,900,000 (1 -314" U/IDEMINIMUM)
- DO NOT BACKFILL WALLS PR10R TO BASEMENT SLAB
INSTALLATION FRAMING LUMBER (MAXIMUM MOISTURE CONTENT: t9�)
- INDICATES STEP l:O.IU. FOUNDATION HEM FIR IVG? 2 -TRTD
SILL PLATES FG1 =40�a, FY = 75
STUDS f 9' -0 NEM FIR STUD GRADE
FLASH(1dG PER ARGN 6 "MAX DEPTH CDNC FB- 675, E= 1,200,00; FC =800
SLAB,. SLOPED NORTH STUDS) 9' -0 NEM FIR NG? 2
FB =85r2; E= (,300,000
TO SOUTH PER ARCH, W/ JDI6TS /HEADERS HEM FlR NO. 2
SNEArN1NG ON 2x6 STUD *4 � 16 EA WAY ON FB= 850, E= 1,300,000
WALL PER PLAN MEMBRANE $ s4 " r$G BEAMS t' 5X5 DauGLAS FIR NO.f
PL Y FLOOR DECK F8= 1000, E= 1,700,00; %Y= 95
6 "MAX DEPTH LONG CANT RIM PER PLAN y BEAMS } 5X5 DOUGLAS FIR NO. I
%SLAB SLOPED NQRTN FB =135D E4,600,000, FY =85
rl TO SOUTH PER ARGN, U// 2x CONT TRl'D IUD fL' IU/ COLUMNS DOUC"xLA6 FIR Nc� l
*4 � 16 EA WAY ON �? "0 x J0" A.B. 32" oc (4X4 � GREATER) FS 1200, E= 1,600,000, FG =1,000
MEMBRANE d 3i" TdG W000-1.1016T5 TRUSS JOIST TJl1210 SE(�IES
PLY FLOOR DECK PER PLAN MALL. =3120 FT -LB61 PALL =1655 KIPS.t Ei- 283,0PJ0,000
.s FLOOR RIM TlMBERSTRAND LSL RtMBDARD 1114" X JOIST DEPTH MIN. OR PER
PLANS
FB =I,200t FC( =680 FV -400 E- 800,000
2x10 JSrS PER PLAN
8„ CQNC WALL W12 -"S �� CONTRACTOR TO CONTACT GEBAtl, INC. IF ANY OF SUPPLIED WDQD MEMBERS DIFFER
7;dB. CONT FROM THE MATERIAL SPEC(FIGATION$ ABOI� PRIOR TD CONSTRUCTION
2x10 JSrS PER PLAN ADDL MAT REINF PER NAILING PER lNTERNATlQNAL BUlLD1NG CODE EXCEPT WHERE MORE OR LARGER
6 "GANG SLAB U// RE(NF PLAN CENTERED IN 6 " GQNC SLAB W/ REINF NAILING SHOIGN ON DRAWING$,
PER PLAN ON 3' -0 WALL _ PER PLAN ON 3' -0
LOOSE FILL n: LOOSE FILL ALL ROOF RAFTERS, JOISTS, TRUSSES, BE,4M8 ANCHORED TO SUPPORTS WtTN 18 GA.
BAGKFfLL � DRAIN PER s� � $IMPSQN H2.5A FRAMING ANCHORS OR A6 'NOTED. TRUSS TO TRUSS CONNECTIONS
SOILS ENGR
� d SPECIFIED BY TRUSS SUPPLIER
# 3 „ ALL PLYWOOD ROOF
SHEATHING AND SUBFLOORING SHALL BE ENCxlNEERED GRADES
' 4 x 2' -6 OWLS IN 4 0 x "4 x 2' -6 OWLS IN 3r "fi x
4 a WITH GRADE STAMP INDICATING APPROPRIATE MAXIMUM SPACING OF SUPPORTS (ARA
x
6" MIN HOLES ANGLED . 6" MIN HOLES ANGLED 32116) OR 06B CONFORh1/NG TO IRC STANDARD FOR ROOFIFLOOR $NEATNINO
2x10 BLKC BT(GN JSTS .
0 x � DOItN 15'! PER PLAN � b DOI� 15 "� PER PLAN
DBL 2x8 CONT TRTD PER PLAN PER PLAN LOWER CHORD OF GABLE END TRUaSES ANCHORED TO WALL PLATE WITH 18 GA.
DROPPED LEDGER
?• :. PER PLAN
,--ALE fit" = 1' -0 S%l
> NEW 2x12 RFTRS PER
PLAN W/ sf " 48/24 OSB
> OR PL Y SHTG
' 2x BLKG, TYP -- ---- --
ADD H2.a HURRICANE TfE
> 0
ADD 2x4 OR 2x6 IMATGI -1
EXIST WALL BELOW)
GR/PLE STUD a EXIST
RFTR FAGS (2411 oc MAX)
wr 4 -16d FACE NAIL
THERE To
L590 a E,4 NEw RFTR,
ONE SIDE
3 -16d FAGS NAIL EA
SIDE 1
FVERIFY EXIST M2,0 24
RFTF'
ADD 2x12 CONT NAILER
W/ 3 - *10 x 3112 "0 SCREWS
,w EA RFTR BEAR
DIRECT ON EXIST ROOF
PLY (REMOVE EXIST
ROOFING AS REG?D
$GALE 34
" = !' -rd
FRAMING ANGNQR$ A 4' -0 ON CENTER AND LATERALLY BRACED TO ROOF FRAMING
AT 8' -0 ON CENTER MAXIMUM SPACING.
NEW STEEL HELICAL PIER NEW STEEL HELICAL PIER
PER MANUF- VERTICAL PER MANUF- VERTICAL ALL EXTERIOR STUD WALLS $HALL BE SHEATHED WITH 112" NOMINAL APA RATED
DESIGN CAPACITY PER DEStr..�N CAPACITY PER PLYWOOD OR OSB SNEA THING DR A$ N07"ED WITH N414 1N* RE0UJREMENTS NOTED ON
PLAN. PROVIDE MIN iz " x PLAN PROVIDE MIN 111 "x
2"x0' -4 CAP fP W/ 2- 04 X 2" x0' -4 GAP !P W/ 2 - "4 X
16" A706 WELDED OWLS r0 l6" A706 WELDED DULLS TO PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF WALL OPENINGS EQUAL TO ONE HALF
SHAFT: CONTRACTOR 7'Q SHAFT: CONTRACTOR 710 OR GREATER OF NUMBER OF STUD$ INTERRUPTED BY OPENING$.
.VERIFY APPLICABILITY OF VERIFY APPLICABILITY OF
HELICAL PIERS W/ A HELICAL PIER$ W1 A ALL WALL STUD! SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO
/�''' * /'"�}� 1 QUALIFIED SOIL S ENGR QUALIFIED SOILS ENGR ROOF.
5EL/ ! I VJ l� 2 BLOCK BETWEEN ROOF TRUSSES W1 SOLID 2X- BLOCKING r0 UNDERSIDE OF ROOF
$NEArt -ttNG WHERE TRU$$ HEEL HEIGHT EXCEE0$ 4':
scaLE tr2" = r' -0 SL1 --ALE W" - P-0 SI,I
WHERE HEADER 18 NO DIRECTLY BELOW TOP OF WALL PLATE; PROVIDE 2X CRIPPLE
STUDS ABC)YE HEADER AT 161! ON CENTER i A001TlONAL STUD$ AT ALL BEAM AND
COLUMN LOCATION EQUAL TO NUMBER CF STUD$ OR PLIES OF BEAM ABOVE
CROSS BRIDGE ALL ROOF AIYD FLOOR JOISTS AT MIDSPAN WHERE BOTTOM DOES NOT
tYP GONG.. "4 6 REIN!= RECEIVE DRYWALL OR OTHER SHEATHING. A$ PER MANUFACTURES RECOMMENDATIONS.
$LAB ON 3' -0 SEE PLAN FOR ADDT'L PROVIDE SDL(D BLOCKING OR R(M JOISTS AT ALL JDlSr SUPPORT$ AND JOIST END$,
L 006 FILL PER SLAB REIN!; CENTERED ALL FLOOR JOIST AND ROOF TRUSS SYSTEM BRACING AND BRIDGING AND
PLAN a INTERIOR PIERS CONNECTIONS SPECIFIED BY MANUFACTURER
ALL FASTENER$ (NAILS, BOLTS, $ HANGERS) IN CONTACT W1TN PRESSURE TREATED
1U000 SHALL BE CORROSION RESISTANT AS SPECIFIED BY LUMBER MANUFACTURER
METAL CONNECTOR DESIGNATIONS ARE SiMPSDN 87'RDN6 TIE COMPANY.
CA >R %sxr0x0' -f0 wr �L
2 - *4 A706x 2—=6 _..2'6 NEW STEEL HELICAL PIER G0N7RACT0R TD VERIFY EXISrfNG CONDITIONS PRIOR TO EXECUTING CORRESPONDING
WELDED 8" � PER MANUF- VERTICAL MODIFICATIONS AND $HALL NOTIFY GEL3AGI, INC. 11'fiME0IATEL Y UPON DISCOVERY OF
DESIGN CAPACITY PER GONDfrlONB DIFFERJIdC,x FROM THOSE 614014N
PLAIN
SCALE rrz" = 1' -0 $1.I
REMOVE EXISTING DOOR AND
PORTION OF WALL FOR
PLACEMENT OF NEW ALUMINUM
CLAD PATIO DOORS
INSTALL NEW 2x WOOD FURRING
STRIPS WITH LEVELING SHIMS
OVER EXISTING 2x4 WALLS TO
CREATE INSULATION CAVITY FOR
AN R -19 BATT INSULATION. GWB
TO BE INSTALLED OVER CONT.
VAPOR PROOF MEMBRANE —
DEMO PORTION OF
EXISTING CMU BLOCK
WALL FOR PLACEMENT
OF NEW WINDOW
NEW CODE COMPLIANT GAS
APPLIANCE FIREPLACE ----:
PROVIDE SOUND BATT IN MECHANICAL ROOM
WALLS WITH �" SOUND ISOLATION CHANNELS AND
(2) LAYERS OF �" GWB AT MASTER BEDROOM
WALLS - AT ALL OTHER WALLS, PROVIDE 9"
TYPE 'X' GYP_ BD_ BOTH SIDES N NUR.)
PROVIDE RATED DOOR AT MECH, RM, PER
CODE - VERIFY ADEQUATE AIR INTAKE AND
EXHAUST REOUIREMENT5 FOR EXISTING
MECH, EQUIPMENT ^^ "� m®n\ilr-,=
NECESSARY CHAr PER MANUF. AND ( 3' -1 3/4"3'-2 3%4" �
n
NEW 4x4 CEDAR DECK P05T5 PLACED OVER
0" CONC. PIERS (E3,0, PIER FTGS_ TO BE
LOCATED 48" BELOW FINISH GRADE)
NEW PARTY WALL TO BE (2)2x4
2 WALLS AT Ira" O.C. WITH 5OUND BATT
A3.1 r INSULATION BETWEEN STUDS, A i" AIR
GAP BETWEEN STUD WALLS AND "
SOUND ISOLATION METAL CHANNELS
BENEATH ONE LAYER OF 3" TYFE 'X'
GWB EAC14 SIDE
— — — — — — — — v_-------- - - -,.: - - -® —_ _-
I
9 PATIO
FI
OR EO. 6' -6 " OR EQ_
UI
FAT
REMOVE EXISTING'
WINDOW, FILL CA\v
WITH CONCRETE
BLOCK TO MATCF
EXISTING, AND
APPLY IMPERVIC
WATERPROOFING
EXTERIOR FACE It
BLOCK AS PER
SPEC-
5' 0" X 5' -0" Q
EGF.E55 w1ND0�a Y, F.D_
STEP Fi G.
UNfIN15HED
BASEMENT
T.O.CONC.V\ /ALL
EL.805.4' -6 112"
`'--__. T . O . FIG .
EL.8044' -3"
STEP PTG.
CONC. FILOOP EL.
7
'- 11212-
T.O.WALL
EL.8054' -G -1 12"
T. 0. fTG.
EL.8045 3"
T.0.00NQVALL
EL.8055' -G 112"
INSTALL ' Jh 100D FURRING STRIPS OVER
LEVELLI.,, WITH 2" RIGID INSULATION
BETWEEN 5 - GWB TO BE INSTALLED OVER
CONT. VAPOiz' PROOF MEMBRANE - REFER, TO
SPECIFICATIONS FOR DAMPPROOFING
APPLICATIONS OVER EXISTING CMU BLOCK WALLS
FURR OUT EXISTING
STRUCTURAL 2x4 WALLS
FLUSH TO NEW 2x6 WALLS
WAN
3' - 4'•
i
A3.1
4
A4.1
4
A4,)
FURR OUT EXISTING WALL AS
NECESSARY TO MIRROR WALL
THICKNESS OPPOSITE NEW PATIO
DOOR
REMOVE PORTION OF EXISTING
WALL FOR PLACEMENT OF NEW
ALUMINUM CLAD PATIO DOORS
PROVIDE NEW 6" CMU
BLOCK OR CONC,
RETAINING WALL - T_O, HT,
4' -0"
NEW CODE COMPLIANT GAS
APPLIANCE FIREPLACE
2
A3.2
— REMOVE EXISTING WINDOW, FILL
CAVITY WITH CONCRETE BLOCK
TO MATCH EXISTING, AND APPLY
Q IMF`tRVIOU5 WATERPROOFINCx TO
EXTERIOR FACE_ OF BLOCK
0
d
PLAN NOTES
1, DATUM ELEVATION 100' -0" = 8056.30' USGS
2. GRID LINES ARE TO FACE OF CONCRETE OR
FACE OF STUD UNLESS OTHERWISE NOTED
3. FURNITURE LAYOUTS INDICATED ARE
SUGGESTIONS ONLY AND SHOULD BE VERIFIED BY
OWNER.
4. DIMENSIONS ARE TO FACE OF CONCRETE OR
STUD UNLESS OTHERWISE NOTED.
5. WINDOW DIMENSIONS SHOWN ARE UNIT
DIMENSIONS ONLY BASED UPON A GENERIC
WINDOW AS SHOWN IN THE WINDOW SCHEDULE.
ROUGH OPENINGS AND INDICATED DIMENSIONS
SHOULD BE VERIFIED BY CONTRACTOR BASED
UPON FINAL WINDOW SELECTION AND WINDOW
SHOP DRAWINGS.
6, RE: A4.1 FOR WALL TYPES AND
CONSTRUCTION DETAILS
7. DIMENSIONS BASED ON EXISTING
CONSTRUCTION TO BE VERIFIED IN FIELD. ANY
QUESTIONS REGARDING HOW TO PROCEED
REGARDING DISCREPANCIES SHOULD BE
ADDRESSED TO THE ARCHITECT BEFORE
CONTINUING CONSTRUCTION.
8. DEMOLITION OF EXISTING CONSTRUCTION
SHOULD COMPLY WITH ALL EPA, OSHA, AND
APPLICABLE CODE REQUIREMENTS. ANY
HAZARDOUS MATERIALS INCLUDING, BUT NOT
LIMITED TO, LEAD PAINT AND ASBESTOS SHOULD
BE PROPERLY REMOVED OF AND DISPOSED OF IN
AN APPROVED WASTE SITE.
9. ANY UNFORESEEN ISSUE WHICH ARISES
DURING CONSTRUCTION DUE TO THE NATURE OF
REMODELLING EXISTING CONSTRUCTION (OR
OTHERWISI -) SHOULD BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY.
10. WALLS INDICATED BY A SHORT DASH ARE TO
BE REMOVED
11. AN AIR VENTILATION SYSTEM SHOULD BE
INSTALLED FOR A MINIMUM AIR CHANGE OF .35
TIMES PER HOUR
12. NOTES APPLYING TO ONE UNIT OF THE
DUPLEX ALSO APPLY TO THE OPPOSITE UNIT
UNLESS INDICATED ON THE PLANS.
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DRIVEWAY
EXPANDED UNHEATED
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PLAN NOTES
1. DATUM ELEVATION 100' -0 " = 5056.30' USGS
2. GRID LINES ARE TO FACE OF CONCRETE OR
FACE OF STUD UNLESS OTHERWISE NOTED
3. FURNITURE LAYOUTS INDICATED ARE
SUGGESTIONS ONLY AND SHOULD BE VERIFIED BY
OWNER.
4. DIMENSIONS ARE TO FACE OF CONCRETE OR
STUD UNLESS OTHERWISE NOTED.
5. WINDOW DIMENSIONS SHOWN ARE UNIT
DIMENSIONS ONLY BASED UPON A GENERIC
WINDOW AS SHOWN IN THE WINDOW SCHEDULE.
ROUGH OPENINGS AND INDICATED DIMENSIONS
SHOULD BE VERIFIED BY CONTRACTOR BASED
UPON FINAL WINDOW SELECTION AND WINDOW
SHOP DRAWINGS.
6. RE: A4.1 FOR WALL TYPES AND
CONSTRUCTION DETAILS
7. DIMENSIONS BASED ON EXISTING
CONSTRUCTION TO BE VERIFIED IN FIELD. ANY
QUESTIONS REGARDING HOW TO PROCEED
REGARDING DISCREPANCIES SHOULD BE
ADDRESSED TO THE ARCHITECT BEFORE
CONTINUING CONSTRUCTION,
5. DEMOLITION OF EXISTING CONSTRUCTION
SHOULD COMPLY WITH ALL EPA, OSHA, AND
APPLICABLE CODE REQUIREMENTS. ANY
HAZARDOUS MATERIALS INCLUDING, BUT NOT
LIMITED TO, LEAD PAINT AND ASBESTOS SHOULD
BE PROPERLY REMOVED OF AND DISPOSED OF IN
AN APPROVED WASTE SITE.
9. ANY UNFORESEEN ISSUE WHICH ARISES
DURING CONSTRUCTION DUE TO THE NATURE OF
REMODELLING EXISTING CONSTRUCTION (OR
OTHERWISE) SHOULD BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY,
10. WALLS INDICATED BY A SHORT DASH ARE TO
BE REMOVED
11. NOTES INDICATED ON ONE SIDE OF THE
DUPLEX APPLY TO THE OPPOSITE UNIT UNLESS
NOTED ON THE PLANS.
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EL Wl&h' ALUMINUM CLAD WINDOWS
F4
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FAINTED CEMENT BOARD
SIDING
4" FAINTED CEMENT
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EXISTING STUCCO WALL TO BE
PATCHED AS REQUIRED AND
REPAINTED REPLACED CEDAR DECKING,
RAILING, AND SUPPORT
POSTS At NORTH FACING
DECK
NEW ALUMINUM CLAD WINDOWS
AND DOORS AT LOWER FLOOR
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GENf RAL NOTE5
1, THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE
FOR VITRIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD
BE NOTIFIED IMMEDIATELY If ANY DISCREPANCY BETWEEN DRAWINGS OCCURS.
2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE
FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR
DISCOVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS
AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR
TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR
CLARIFICATIONS AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT Of A
DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED.
3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT Of THE ARCHITECT
SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CONSEQUENCES
THEREOF.
„EXIST. RIDGE HT,
,EXIST.
80186'
Imppa
PATCH AND '
REPAIR EXISTING
CHIMNEY STUCCO
EXIST. SAVE NT y(4 SAVE PL 0r- NEW GAR)
EL. 4114'-1 1/ (ao640)
NEW ALUMINUM
CLAD WINDOW5
4-5'-&' PRIVACY
FENCE WITH ELEC.
UTILITY ACCESS
GATE
REPLACEMENT
CEDAR DECK,
POSTS, AND RAILS.
4.” PAINTED CEMENT
BOARD LAP SIDING
EXISTING PLASTER
TO BE PATCHED AS
REQUIRED AND
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