HomeMy WebLinkAbout10147302.pdfGENERAL NOTES GENERAL NOTES CONSULTANTS PROJECT DATA
OWNER SUNSET LADDER JURISDICTION: CITY OF SANTA ANA
1. ALL DOORS TO BE 3068 W/LEVER HARDWARE 1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT 920 POINSETTIA
IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF SANTA ANA CA. CONSTRUCTION TYPE: V-N SPRINKLERED
2 THRESHOLDS SHALL NOT EXCEED 1/2" THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF
STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ZONE: MI USE: MANUFACTURING WAREHOUSE
3. DOORS ENTERING RESTROOMS SHALL BE INDENTIMED W/INTERNATIONAL THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK
SYMBOL CENTERED ON THE DOOR AT A HEIGHT OF 60" 3105 A(b) 1D. REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OCCUPANCY: F-2, B
OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE SUNS T LADD R
EFFERY JOSSON J ARCHITECT 4. FROM PUBLIC SIDEWALK TO TENANT SPACE WALLS SLOPING GREATRER INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS VENTURE SUITE 100 SQUARE FOOTAGE: 11512 SQUARE FEET
THAN 1:20 5% MUST COMPLY WITH RAMP REQUIREMENTS OF SECTION REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. IRVINE CA
3307-3324(c) WALK TO BE MIN 48" WIDTH AND SUP RESISTANT SURFACE. PH: 949 412 3955
THE MAX CROSS SLOPE SHALL NOT EXCEED 1/4" PER FOOT PER 3324(c) 3 2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS FAX: (949) 837 3001 0 E•
REQUIRED BY THE CURRENT ED111ON OF THE G.B.C., LOCAL CODES AND POINSIETTIA
9-20-
ST
2001 C.B.C., 2001 C.P.G , 2001 C.F.C., & 2001 C.E.C.
5. PARKING SPACE {AHNDICAPPED} SHALL BE IND£NTIFI£D BY A REFLECTNE AUTHORITIES.It
SIGN 70" SQ WITH THE PROFILE OF A WHEEL CHAIR AT A GEIGHT OF 80" OR
36" IF ON ADJACENT WALL. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS OCCUPANT LOAD
SANTA6. THE SURFACE OF EA ACCESSIBLE SPACE IS REQUIRED TO BE MARKED BEFORE STARTING WORK, SHOULD A DISCREPANCY APPEAR IN THE CA.WITH A 36" X 36" INTERNATIONAL SYMBOL OF ACCESSIBILITY IN BLUE PAINT. SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THEWAREHOUSE 300 10123/500 = 21 OCCUPANTS
CONTRACT DOCUMENT THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT OFFICE 100 2387/100 = 24 OCCUPANTS
7. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR TOTAL OCCUPANTS 45 - 2 EXITS REQUIRED
USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE 2 EXITS EXISTING SEPERATED BY HALF THE DIAGONAL
ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE
8. DRAPES AND OTHER MCOR SHALL BE FLAME RETARDANT. OR DEFECT TO THE SATISFACTION OF THE ARCHITECT. SHOULD A CONFLICT
OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL PLUMBING FIXTURE REQUIREMENTS
9. PROVIDE MIN 2A10BC FIRE EXTINGUISHER LOCATION TO BE DETERMINED REFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE
BY FIRE DEPT. INSPECTOR. CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE WAREHOUSE 10123 SQ. FT.
MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN 5000 SO. FT. PER OCCUPANT = 3 OCCUPANTS
10. EXIT SIGNS TO BE ILLUMINATED DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN LEGENDOF SYMBOLS
ALTERNATE METHOD AND/OR MATERIALS. OFFICE 2387 SQ. FT.
11. NO HAZARDOUS MATERIAL IN EXCESS OF UBC TABLE 3D AND 3E WILL BE 200 SQ.FT. PER OCCUPANT--12 OCCUPANTS
STORED, USED OR HANDLED IN THIS SPACE. 4. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO j DOOR MARK TOTAL OCCUPANTS = 15-1 TOILET REQUIRED PER TABLE A-39-A
DIMENSION
AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN NORTH ARROW ��(�>^ �A�
12. ALL TENANT SPACE, PRIMARY ENTRANCE TO THE BUILDING, SANITARY ACCORDANCE WITH APPLICABLE LAWS LOCAL ORDINANCES, PERMITS AND- THE .� � �, _ � CFCOt7�C�l.�ONRY PROVIDE 1 ACCESSIBLE TOILET AND LAV. FOR EACH SEX
FACILITIES, DRINKING FOUNTAINS AND PUBLIC TELEPHONE SHALL BE CONTRACT DOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, R
�Hi3tTLE
ACCESSIBLE TO THE HANDICAPPED. ORDERLY CONDITION FREE OF DEBRIS AND UTTER, AND SHALL NOT BE T Q
UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH 14 WINDOW MARK STRUPS, 13. PLUMBING WASTED AND VENT TO BE ABX WASTE LINES AHLALL SOPLE 2 SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS ALL
p(��q++
% MIN. WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS .-- BETME IDENTIFICATION SCREEN/LOUVER GRADE ELEVATION
14. ABS SHALL NOT PENITRATE ONE HOUR WALL OPERATION. 1 �' MARK , y EXISTING GRADE NEW OR FINISH GRADE
5. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL WORK PERMITS, FEES, SHEET WHERE DRAWN ROOM MARK PROJECT DES T:IPTION INDEX OD RAWINGSF OFF1
OOM NAME
15. PROVIDE BACKFLOW PREVENTION DEVISES PER UPC 603 PERMIT F1 INSURANCE, AND TAXES REQUIRED FOR THE PROJECT. OWNER SHALL PAY BUILDING .--- DETAIL�CATION 2T8C�OOM NUMBER ' REVISION
16. ELECTRICAL OUTLETS SHALL NOT BE LESS THAN 15 6, CONTRACTOR TO COORDINATE ALL WORKS PROVIDED BY OTHERS. SHEET WHERE DRAWN ARCHITECTURAL
ABOVE FINISH A_g it
-�-
FLOOR. 9 SPRINKLER MAIN ADD "00 SQ FT OFFICE MEZZANINE TO EXISTING FIRST FLOOR OFFICE
gu ��p(7�q COLUMN GRID ALL LIGHTING, MECHANICAL AND FIRE SPRINKLERS ARE EXISTING T-1 COVER SHEET
7. ALL MANUFACTURED MATERIALS SHALL BE DELIVERED IN THE ORIGINAL DETAILNWRATION PROPERTY LINE A 11 SITE
P AN
17, LIGHT SWITCHES SHALL BE 34"-4$" ABOVE F.F. PACKAGES, CONTAINERS, OR BUNDLES BEARING THE NAME OF THE n -- FENCE AD-1 DETAILS
MANUFACTURER AND BRAND. A-� SHEET WHERE DRAWN A S-1 STRUCTURAL NOTES
18, PROVIDE SINGLE LINE DIAGRAM, PANEL SCHEDULES AND 8. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED ANDS-2 FRAMING PLAN
LOAD CALCULATIONS FOR ELECTRICAL SYSTEMS. N 21 FINISHEQ
SPECIFY GROUNDING ELECTRODES. THIS SHALL BE PROVIDED PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE [VVAIENTIFICATION % CONTOURS
AT JOBSITE FOR ELECTRICAL INSPECTOR. TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. 1 ---
19. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE A-� -- SHEET WHERE DRAWN 5O'-0NORK, CONTROL 35 ` EXISTING
IS PROHIBITED NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL 9. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS 4V IbI-tZR DATUM POINT CONTOURS EXISTING BUILDING AREA 11,512 SQ. FT.
WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER WAREHOUSE AREA 10123 SQ. FT.
PARTICULATE, CONSTRUCTION PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, ALLOWABLE OFFICE AREA 2736 SQ. FT.
GENERATED ON CONSTRUCTION SITES OR BY OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING,
ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO EXISTING OFFICE AREA 1389 SQ. FT.
THE STREET, GUTTER OR STORM DRAIN SYSTEM. REPAIRING AND REPLACING OF MATERIALS AND SURFACES, GUT OR DAMAGED IN NEW MEZZANINE OFFICE 998 SQ. FT.
EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT
SURFACES REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILARLY.
10. DIMENSIONS: SURFACES. ABB"I"V'rcaIA 1 T
10 N
A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE.
B. GRID DIMENSIONS ARE TO THE COLUMN CENTER LINE UNLESS
OTHERWISE NOTED, ACOUS. ACOUSTICAL ENCL. ENCLOSURE MFG. MANUFACTURING R.O. ROUGH OPENING
C. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH ADJ ADJUSTABLE ADJACENT EQ. EQUAL MFR. MANUFACTURER SCHED. SCHEDULE
FACE OF CEILING. AFF ABOVE FIN& FLOOR EXH. EXHAUST M.H. MANHOLE S.C. SOLID CORE
D. TYPICAL INTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD. AFS ABOVE FINISH SURFACE EXIST. EXISTING MIN. MINIMUM SHL SHEET
ALUM ALUMINUM EXP. EXPANSION MISC. MISCELLANEOUS SIM. SIMILAR
ANOD. ANODIZED EXT. EXTERIOR M.O. MASONRY OPENING S.I.O. SUPPLIED & INSTALLED BY OWNER
11 PROVIDE ALL NECESSARY BLOCKINGS, BACKING AND FRAMING FOR PLASTER APPROX. APPROXIMATE F.D. FLOOR DRAIN M.R. MOISTURE RESISTANT S.O.I.C. SUPPLIED BY OWNER
ACCESSARIES, HANDRAILS, GRAB BARS, PLUMBING FIXTURES, LIGHT FIXTURES, B. BRINE FDN. FOUNDATION MULL. MULLION INSTALLED BY CONTRACTOR
ELECTRICAL UNITS, A.C. EQUIPMENT AND ALL OTHER ITEMS AS REQUIRED. BD. BOARD FF FACTORY FINISH OR FINISH FLOOR MTD. MOUNTED SPEC'D. SPECIFIED
BLDG. BUILDING FHS FLAT HEAD SCREW MTG. MOUNTING SQ. SQUARE VICINITY MAPN.T.S. NOTES:
x BA BLOCK FL FLOOR NJ,C, NOT iN CONTRACT S.S. SERVICE SINK SANITARY SEWER
12. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING AND BLK G. BLOCKING F.I.O. FURNISHED & INSTALLED NOM. NOMINAL SST STAINLESS STEEL
CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF BM. BEAM BY OWNER N.T.S. NOT TO SCALE STD. STANDARD
THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. BOT, BOTTOM F.R.P.P. FIBERiNFORCED PLASTIC O.A. OVERALL STL. STEEL t
BTW. BETWEEN PANELS O.C. ON CENTER STRUCT. STRUCTURE, STRUCTURAL
CB CATCH BASIN FTG. FOO11 G O.D.S. 8VERFLOW DOWN SPOUT
13. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR PLASTER C.I. CAST IRON GA. GAUGE 0.. VERHEAD SUSP. SUSPENDED 4
ACCESSORIES,G.I,P, GALV GALVANIZED OPG, OPENING SYS. SYSTEM
HANDRAILS, GRAB BARS, PLUMBING FIXTURES, LIGHT FIXTURES, CAST IN PLACE AN
ELECTRIC UNITS A.C. EQUIPMENT AND ALL OTHER ITEMS AS REQUIRED. CL CENTER LINE, CLEAR G.I. GALVANIZED IRON OPP. OPPOSITE T TREAD, TOP , � I
CLG. CEILING GLP GYPSUM LATH & PLASTER PTN. PARTITION T&B TOP & BOTTOM g n ti hs
PERP. PERPENDICULAR TEL TELEPHONE
14. ALL GLASS WORK SHALL COMPLY WITH CHAPTER 24 OF THE UNIFORM BUILDING CODE, CMU CONCRETE MASONRY GWB GYPSUM WALLBOARD,
UNIT GYPSUM BOARD PL PLATE PROPERTY LINE TEMP. TEMPERED
COL COLUMN H.B. HOSE BIBB PLAS.LAM. PLASTIC LAMINATE T&G TONGUE & GROOVE 1
• 15. RUBBISH AND DEBRIS MUST BE REMOVED FROM WORK AREAS DAILY. CONC. CONCRETE H.C. HANDICAPPED PLYWD. PLYWOOD T.G. TEMPERED GLASS,
CONT CONTINUOUS N.M. HOLLOW METAL PLBG. PLUMBING T.P. TOILET PAPER DISPENSER
CONSTR. CONSTRUCTION HORIZ. HORIZONTAL PNL PANEL, PANELING TYP. TYPICAL �{
16. GUT AND PATCH EXISTING WALLS, FLOORS AND CEILINGS AS NOTED OR REQUIRED PR. PAIR U11 UTILITY �� �., ".zt„
CONTR. CONTRACTOR HT. HEIGHT L _ �' `:� �' �' {. t
FOR NEW MECHANICAL AND ELECTRICAL INSTALLATIONS. PATCH TO MATCH C T. CERAMIC TILE HTR. HEATER PROD. PROJECT U B.G. UNIFORM BUILDING CODE ,ram . . t a
DBL DOUBLE INSUL INSULATION PRV PRESSURE REDUCING V.C.T. VINYL COMPOSITION TILE
0i
EXISTING FINISHES. OU
pTL. DETAIL JT. JTS JOINT JOINTS VALVE VE T. VERTICAL
/fi , t
PT POINT NTH °< : x
17. ALL ELECTRICAL CONDUIT ETC. SHALL BE CONCEALED WHERE POSSIBLE IN
D.F.DRINKING FOUNTAIN L LONG LENGTH N W W[ „ •. I .,_.,,,,
;.'
D.S.OWNSPOUT LAM. LAMit�ATE LAMINATED Q.T.QUARRY TILE W�O WITHOUT „
PARTITIONS, FLOORS OR CEILINGS, OR FURRED WITH GYPSUM BOARD. j �_��� G
DRWG. DRAWING LF. LINEAR F}OT, LINEAL FOOT QTR. QUARTER WD. WOOD '
EA. EACH UQ. LIQUID R RADIUS WDW. WINDOW.
''• .
18. WHERE A CHOICE OF FINISH COLOR IS POSSIBLE IT IS TO BE SELECTED BY OWNER,
E.F.S. EXTERIOR FINISH SYSTEM LT;WT. LIGHT WEIGHT R.D.RDROOF DRAIN W.H. WATER HEATER
E I F.S. EXTERIOR INSULATION & MAS. MASONRY R.L. RAIN LEADERW.P..WATERPROOF � .. G .. ,;, . •. . ,.' t ". .° > , r ,y , TM. s. g
19. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE U.B.C.A MAXIMUM RECD. D. RECEIVED W.S.WATER SOFTENER � �.. G ,.. > , �,. � � .
C R .C. FINISH SYSTEM X. AX MUM � �u� � � �� , ; : � � „ ., .w � „ ..,_. �,,.. . �
T�
ELEV. ELEVATION ELEVATOR M.B.S. METAL BUILDING SUPPLIER REF. REFRIGERATOR W.R. WATER RESISTANT
20. DAILY CLEANUP US MANDATORY IN ALL AREAS CONTRACTOR TO PROVIDE ELEC. ELECTRICAL. MECH. MECHANICAL REi F. REINFORCING WT. WEIGHT D MP TE MEZZ. MEZZANINE READ. REQUIRED W.W.M. WELDED WIRE MESH
U S R TO HAUL AWAY ALL TRASH FROM DEMOS AND ALL TRASH
MIL. METAL W.W.F. WELDED WIRE FABRIC 1
Y.D. YARD DRAIN
FIRE .AUTHORITY NOTES
APPROVED
PLANNING DENRRON
LSTORING, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE ° ��T
TT
LIQUIDS, FLAMMABLE OR COMPRESSED GASES AND OTHER HAZARDOUS MATERIALS,
�.t
SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS.,
w tiQ
2.VEHICULAR ACCESS MUST BE PROVIDED AN MAINTAINED SERVICEABLE THROUGHOUT
CONSTRUCTION. ARMECTURAL
-
3,SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY ACCEPTEDr A
� r „ k v a• � ' �. n...
OR ANY SPECIAL KNOWLEDGE OR EFFORT.MITS �p
9 ffiTrts. ,.fi"IR
.a�. q $iy �t_af» � � ... ?'�3 6•?t �l/A�
i g�i
SEPARATE PER
- . M x' 9 . F.A. -ne _
a F� b. a
a,.+ , z� �8
g 4.LOCATION AND CLA551FICATIONS OF EXTINGUE5HERS SHALL BE IN ACCORpANCE WITH TH£ 1 r-ti v, 9
.. UFC STANDARD 10-1 AND PLACEMENT IS SUBJECT TO APPROVAL BY FIRE INSPECTOR. t 1 specifications K1 L
_..
make RnY Chang0s or
1 Mr r I U m u°., .1
� `s:;sue
Wa. n>;,
" � � Il�II:IC� �1#1 � .� .� . , � .. ,� ,riz; a ., ,:� a�.,,.� � ,
. 5.BUILDING ADDRESS NUMBERS ARE TO BE AT LEAST 6 HIGH AND PLAINLY VISIBLE FROM alterations � same* s00
Cily of S&ilia Ana. `��
t CI THE ACCESS ROADWAY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. I,.. .:: h$A• The f t
`l, o
SMALL NOT ` �°
f tl l�#�
d
6.FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN Teal f the f and
b II t ,p
pit not p
-fr:m l' is Y i¢
-,.a.a�F .'. 05,�5'g@
§ .._.. ; 4A,
.wv ,� @ State L d .J . '+.z-, 6 ¢ s a v..d - ✓..§ ., a S a.9 4 a a i3 1 E r t y.,., i
ADVANCE. PHONE
��, provisions f ANY CityOrs gg�� � � � � � � � �
,,...,.:.,,- ....-2..,Y..,a
t 7.UNiFORM FIRE CODE PERMIT REQUIRED FOR HAZARDOUS MATERIALS. THESE PERMITS
>*...,;
4,k
s t %.. ;":.,°Fp'�a-row•x 'Z+A.1v%J e ..�.� at
Accepted B
WILL BE ISSUED BY AN OCFA FIRE INSPECTOR. ,
6k, e
iN
B.PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTIONS, ALARM OR `CI W' I" ` 4 `'
err �•_....�:•`vt,.„- i...?.`tw
x.
s .
n£ MONITORING SYSTEMSHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO INSTALLATION.
i` tea.
...
y, 9.A SEPERATE PLAN SUBMITTAL AND APPROVAL BY OCFA IS REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY WORK.
4..
Jeffrey Jonsson
Architect
8 venture
suite 100
Irvine cc
92618
949 412 3955
crchitecture
POINSETTIA ST
122.48'
r0
/i
1i
k
ai
—. i
EXISTING BLDG 10
a
/
i
L
a1 !
'
EXISTING BLDG 12
11,512 SQ. FT.
243.05
23 j13 y( EXISTING BLDG I 1
1
cip
PLAN NOTES
1. EXISTING TRASH ENCLOSURE
2. DRIVEWAY
3. PLANTER
4. SIDEWALK
5. EXISTING COMPACT PARKING
6. PROPERTY LINE
7. EXISTING STANDARD PARKING STALL
8. AREA OF SECOND FLOOR LOFT
r
Jeffrey Jonsson
Architect
20331 trvtne ave
Butte 7
santa ana heights cc
92707
949 412 3955
archttecture
STAMP
E Ap
Gr
.; JAN05 '
REN
�F 4F GA�1
PROJECT NAME,
SUNSET
LADDER
920 POINSETTIA AVE
SANTA ANA CA
SHEET TITLE,
SITE
PLAN
NOTICES THE DESIGNS SHOWN AND DESCRIBED HEREIN, IN—
CLUIIING ALL tECHN2CAL DRAWINGS, GRAPHICS, AND
kUPIE ,
:UDIOF, ARE PRIDNi2ETARY AND SHALL NOT COPIED,
I%1PLICATED, REUSED OR CDNMERCIALLY EXPLOITED IN
NNt9.E UR IN PARE, WITNQST THE NFtTTTEN PERMISSION IF
.EFFRI.Y JONSSON ARCHITECT. ADDITIMIALLY,TkM IMMA :NTS HAVE
BEEN PREPARED TO DESCRIBE NEW WOW Oti..Y AND DD NOT
REPRESENT AS—DUILT OR ACCURATE EXISTING CONDITIONS
THE ARCHITECT DCD:S NOT WARRANT IN ANY WAY THE
ACCtMY OF THIS 1*13WATICDI AND "LL NOT BE RESP MELE
FER DISCiEPANCIES BETiIEEN THIS DOCUMENT AND EXISTSNG
IONDITIONS TffSE PLANS ARE THE PRlA+ERTI' OF TFE ARtIiI?ECT
AND ARE AVAILABLE FDR LIMITED REVIEW AND EVALUATION
BY THE CLIENT, CO LLTANTS, WNTRAMM, GDVERNINO ADEWIM,
VENDERS, AND DrFIC'E PERSONNEL ONLY IN ACCORDANCE WITH
WITH THIS NOTICE, ADDITIONALLY, CONTRACTORS SHALL VERIF F
DIMMS11M AND SM-L NUT SCALE THE DRAWINGS AT ANY TI
ALL RIVArS RESMM c II%WRIGHT„ MLY ZNSM AWRI
e
LAST ISSUE DATEr
BY, CHKDI 4
IV,� � � p -4"
17
g� p,
E I LEI
SHEET
spa..a
EXITING SITE PLAN TO REMAIN UNCHANGED
SCALE 1' =3O'
Jeffrey JQnssen
Architect
EXISTING FIRST FLOOR PLAN
T-
I
QQ
v--
1'81=11-°' NEW MEZZANINE PLAN
NO
NEW 5040 SLDG GL WINDOW W/ 4X6 HDR
PROVIDE ILLUMINATED EXIT SIGN
03 2 TUBE X 8' FLUOR TUBE ab SWITCHED
04 WALL SCONCE DOWN LIGHTS 5 EACH SIDE EQ SPACED
TO ILLUMINATE STAIRS 28 ABOVE STAIRS HARD WIRED
LNEW ONARQIIVARE ASONITE DOOR WITH APPROVED
EVE
® EXISTING WALL TO REMAIN
NEW APPROX. 8'-0- 2X4 1 ALL TO
ROOF SHEATHING WITH 1 /2 DRYWALL
BOTH SIDES
q3o
2
20331 Trvine cve
suite 7
santa anc heights cc
92707
949 412 3955
architecture
STAMP
E ARC
N05 '
y REN
�F4P �P1.Z
PR13JECT NAMES
SUNSET
LADDER
920 N POINSETTIA
SANTA ANA CA
SHEET TITLES
FLOOR
PLAN
NOTICE, THE DESIGNS SHOWN AND DESCRIBED tEREIN, IN-
CLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, E MODELS
TD�ICATED,, RE REUUSSEEDETORRY ANDCOMMERCIALLY EXPLOITEDCOPIIINN,
WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF
BEEN PREPARED TO DESCRIBEAMITIUNALLYNEW WORK 13NLY AND VD NOT
HAVE
REPRESENT AS -BUILT OR ACCURATE EXISTING CONDITIONS.
THE ARCHITECT DOES MITT WARRANT IN ANY WAY THE
ACCURACY OF THIS INFORNATION AND SHALL NOT BE RESPONSIBLE
FOR DISCREPANCIES BETWEEN THIS DOCUMENT AND EXISTING
CONDITIWS THESE PLANS ARE THE PR310M Df TIC ARCHITECT
AM ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION
BY THE CLIENT. CURMLTANTS, CoftRACTDRS, GOVETGNIM AM CTES,
VENDORS, AND DFFICE PERSONNEL ONLY IN ACMF41ANM WITH
WITH THIS NOTICE. ADDITIONALLY, CONTRACTORS SHALL VERIFY
DIMENSIUNS AND SHALL NOT SCALE THE DRAWINGS AT ANY TIME,
ALL IUGCM RESERVED. t COPMGHT,.€'f REY ,2NSSDN ARCHITECT,=
LAST ISSUE DATE, I2-20-04
BYI CHKil,
FILE,
SHEET
333
STAIR FINISH AS SELECTED
---------.-,
i
(N) 2X12 NO.2 DF-L RIM JST
I
1
I
3/4" PLYWOOD TREADS
L-------------,
� &RISERS.
I
(N) 2X12 NO.2 DF-L FLR JST
I
I
fi
L---------------
5/8' DRYWALL
r
X14 STRINGERS 0
2X4 STUD WALL
SIMPSON A-35 @
EA. STRINGER.
I
PARTITION WALL
C
STAIR BASE
NOT Ta SCALE
Y
fi
l
H 3-1 SIROKEMHOL
2t�'
12
12
2D
AD-1
WALL SCONCE DOWN
LIGHT
TO ILLUMINATE
STAIRS BOTH SIDES
UNDER STAIRCAS
TO BE
ENCLOSED
2 X 8 PAINTED WOOD
CAP
2 X 4 16" OC
WITH
/8"
TYPE X DRYWA
ONE
SIDE
""'7=
1" IN x
<
�
2 X STRINGER WITH
INTERMEDIATE
STRINGER
EXISTING ACCESSIBLE RESTROOM j
HANDICAPPED PARKING STALL DECAL �
��,_ .
❑
3/4" PLYWD TR
DS
NOTE; AT THE ENTRANCE„ TO ,)FFSTRE T BARKING FACILITY PLACE
A35 TO FULL
HEIGHT
r'
3/4" PLYWD RIS
RS
A CONSPICUOUS SIGN x22 MINA�. W 1 LETTERS STATING:
SPACES°NGTEDISPLAPING DPSTINGUISHING IPLAGADSCGRSLIICENSE
WALL EXISTING ROOF STRUCTURE
TO REMAIN EXPOSED
"
36 HIGH HANDRAIL
PLATES WITH DISABILITY MAY
FOR AG
NE NUED
TH°ES TOWED VEHICLES
RECLAIM Ds DEPARTMS
ENT
B LOCAL
-- — — —.-. —._—_-------_._.__ --
❑
(N) 2X12 NO.2 DF-L RIM JST
�
(E) FIRE SPRINKLERS
A35 FLAT TO FULL
❑
HEIGHT WALL
2X4 WOOD STUDS AT 16" O.C.
W/ 1/2" DRYWALL EA. SIDE
(N) 2X12 NO.2 DF-L FLR JST
STRIPED "
/
(. ,::.....:...$!
UNLOADING
AREA
5/8" DRYWALL
I
NO
2X4 STUD WALL
PA G HANDICAPPED PARKING
3� SQ.
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IT
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TYP. WALL DETAIL AT LOFT
NOT TO SCALE
32" HIGH WOOD
HANDRAIL
"
36 GRAB BAR
42" GRAB BAR TOILET PAPER DISPENSER
SOAP MIRROR
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URINAL LAVATORY
DISPENSER/
NAPKIN/ NAPKIN/
IDENTIFICATION SYMBOLS
2X4 STUD WALL
DISPENSER
DISPENSER
WASTE
TAMPON TAMPON
MOUNTING BRACKETS
RECEPTACLE
DISPENSER DISPOSAL
48" O.C. MAX.
GRAPHICS APPLIED TO THE UNDERSIDE,
W/MT'G SCREWS PER
OVER 1/8" COLORED ACRYLIC
MFG'R.
(VERIFY COLOR) ATTACHED TO DOORS
HEIGHTS TYPICAL
WITH "SCOTCHMOUNT" DOUBLE
FACED ADHESIVE 1 /32" THICK TAPE
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HANDRAIL
RIM JOISTS
C4MOUNTING
NOT TO SCALE
Jeffrey Jonsson
Architect
20331 Irvine ave
suite 7
santa cna heights cc
92707
949 412 3955
architecture
STAMP
ApC,S,
t�
J
h 8 AND
EXP
PROJECT NAME,
SUNSET
LADDER
920 N POINSETTIA
SANTA ANA CA
RETAILS
SHEET TITLE,
NOTICE, THE DESIGNS SHOWN AND DESCRIBED HEREIN, IN-
CLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS
THEREOF, ARE PROPRIETARY AND SHALL NUT BE COPIED,
DUPLICATED, REUSED OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION IF
R PKPAREM 1TI SEN ISCRIBE NEW � ONLYY ANDHESE I � HAVE
REPRESENT AS -BUILT OR ACCURATE EXISTING CONDITIONS,
THE ARCHITECT DOES NOT WARRANT IN ANY NAY THE
ACCURACY IF THIS INF MlTITBI AND SHALL NOT BE RESPONSIBLE
FOR DISCREPANCIES BETWEEN THIS DOCUMENT AND EXISTING
CONDITIONS THOM PLANS ARE THE PRDPERTY % THE ARCH]IS
AND ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATIIN
BY THE CLIENT, CUNSLLTAMTS, CONTRACTORSS, G'OVOMING AGENCIES.
VENDORS, AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH
WITH THIS NOTICE ADDITIONALLY, CONTRACTORS SHALL VERIFY
DIMENSIDNS AND SHALL NUT SCANT THE aTMWINBS AT ANY TIME,
ALL RIGHTS RESERVED c CiPAYRT@T,.L:'Ft{EY .ONM ARCHITECT M01
LAST ISSUE }LATE,
DY, CHKD,
FILE,
SHEET
STRUCTURAL DESIGN CRITERIA
• DESIGN CODE. STUCTURAL DESIGN IS BASED UPON THE 1997 UBC
DESIGN LIVE LOADS.
AREA
DEAD LOADS
LIVE LOADS
COMMENTS
ROOFS
16 PSF
16 PSF
REDUCED TO 12 PSF MIN.
REDUCTION IN ACCORDANCE
WITH CODE SPECIFIED ABOVE
• SEISMIC ANALYSIS
ANALYSIS AND DESIGN IS IN CONFORMANCE WITH
THE PROVISIONS OF THE 2001 CBC
DESIGN PARAMETERS
COEFFICIENT
STRUCTURE
(SEISMIC ZONE FACTOR)
(ZONE 4)
I_
IMPORTANCE FACTOR
1.0
S
SITE SOIL
RESONANCE FACTOR
SD
R
5.5 SHEAR WALL
SEISMIC SOURCE TYPE
TYPE
B
p
1.0
No
1.30
Nv
1.60
Ca
0.44No = 0.57
Cy
0.64Nv = 1.02
V 2.5 Cc I W
max 1.4 R p
CONCRETE
1. CONCRETE STRENGTHS SHALL BE IN ACCORDANCE WITH THE
SCHEDULE IN 1/S-1.
2. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL
ENGINEER. CONSTRUCTION JOINTS SHALL BE PER
3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
DETAILED ON STRUCTRUAL DRAWINGS. SEE MECHANICAL AND/OR ELECTRIAL DRAWING
FOR LOCATION OF SLEEVES THROUGH WALL AND FLOORS.
4. REFER TO ARCHITECTS'S DETAILED DRAWINGS FOR ALL MOULDS, GROOVES, CLIPS, GROUNDS,
ORNAMENTS AND OTHER INSERTS OR STEEL ANGLES TO BE CAST IN CONCRETE.
5. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
POSITION PRIOR TO POURING CONCRETE.
6. ALL CONCRETE SHALL BE ROCK CONCRETE CONFORMING TO A.S.T.M. C-33.
REINFORCING STEEL
1, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M.
A-615 GRADE 60, EXCEPT #4 BARS AND SMALLER MAY BE 40 KSI.
2. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE
AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS, EXCEPT AS
OTHERWISE NOTED.
3. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION, BY WCRSI.
4. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL BE NOT LESS THAN 1",
NOR 1 BAR DIA., NOR 1 x MAX. AGGREGATE SIZE BARS IN SECOND LAYER
SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. CLEAR DISTANCE BETWEEN
LAYERS = 1
5. ALL REINFORCING STEEL MAY BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE
LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE ON 3/S-1.
STRUCTURAL STEEL & MISCELLANEOUS STEEL
1• STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36. TUBE COLUMNS
SHALL CONFORM TO A.S.T.M. A-500, GRADE B.
2, ALL MATERIAL, FABRICATION AND CONSTRUCTON SHALL BE IN ACCORDANCE WITH THE
LATEST A.I.S.C. SPECIFICATIONS. AND SHALL BE FABRICATED IN A SHOP OF LOCAL
CITY LICENSED FABRICATOR,
3. ALL WELDERS SHALL BE CERTIFIED. ALL WELDING SHALL HAVE CONTINUOUS INSPECTION.
WELDING SHALL CONFORM TO A.W.S. A.5.1 AND D.1.1.
4.
BOLTS SHALL CONFORM TO A.S.T.M, A-307.
5. ALL CONNECTOR BOLT HOLES SHALL BE NOT MORE THAN 1/16" LARGER THAN THE BOL SIZE.
STRUCTURAL WOOD
1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) LARCH GRADE MARKED BY A RECOGNIZED
GRADING AGENCY (WCLA, WWPA, OR WCLB).
2. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR CONFORMING TO "PRODUCT STANDARD PSI-83" AND
SHALL BE GRADE MARKED BY APA. PER
3. WOOD GRADES (UNLESS NOTED OTHERWISE):
(A) FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS GRADE 1
BEAM AND STRINGERS GRADE 1
LEDGERS GRADE #1
BLOCKING GRADE #3
(B) FOR VERTICAL MEMBERS: 2x4 STUDS CONSTRUCTION GRADE
2x6 AND LARGER STUDS GRADE He)
POST AND TIMBER GRADE #1
BLOCKING GRADE #3
4. ALL STRUCTURAL GLUE -LAMINATED DOUGLAS FIR (COAST REGION) TIMBER. ALL
LAMINATIONS SHALL BE 1-1/2" THICK DOUGLAS FIR. MEMBERS SHALL BE COMBINATION
24F-V8 fb = 2400 per, fv = 165 psi, E = 1800,000 psi.
5. DOUBLE TOP PLATES ON ALL EXTERIOR AND BEARING PARTITIONS
SHALL HAVE A 4'-0" MINIMUM LAP AND SHALL HAVE 8-16d MINIMUM PER TABLE 23-11-B.1.
THRU EACH SIDE OF SPLICE IN PLATES.
6. SILL PLATES SHALL BE 3x & BOLTED TO THE FOUNDATION WITH 1 /2" DIAMETER STEEL
BOLTS EMBEDDED A MINIMUM OF 7" INTO CONCRETE AND SPACED 4 FEET ON
CENTER MAXIMUM UNLESS NOTED OTHERWISE PROVIDE A MINIMUM OF 2 BOLTS
PER PIECE WITH ONE BOLT WITHIN 9" OF EACH END. U.N.O.
7. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR
APPROVED BY THE ENGINEER.
8. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE
UBC
9. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE.
COMMON NAIL SCHEDULE
SIZE
WIRE GAUGE
NAIL DIAMETER
NAIL PENETRATION
8d
10 1 /4
0.13"
1.57"
10d
9
0.148"
1.78"
16d
8
0.162"
1.94"
ALL NAIL SIZE SHALL BE MONITORED AT JOBSITE BEFORE THE DIAPHARGMS AND WALLS
ARE NAILED
10, ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A.
11. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS
FIR. BOLTS SHALL BE PLACED 9" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT
INTERVALS NOTED.
12. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT
HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER U.N.O..
13, ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR ENGINEER
APPROVED EQUAL.
14. PROVIDE BLOCKING OR BRIDGING PER LATEST EDITION OF THE UBC.
15. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01.
16. PLATE WASHERS SHALL BE PROVIDED FOR ALL PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS
AND HOLDOWN CONNECTOR BOLTS AT SHEARWALL WOOD FLANGES. CUT WASHER ARE NOT ACCEPTABLE.
MINIMUM SIZE FOR SQUARE PLATE WASHERS
BOLT SIZE
PLATE SIZE
5/8"
3/16"X2"X2"
3/4"
1 /4"X2 1 /2"X2 1 /2"
7/8"
5/16"X3"X3"
1"
3/8"X3 1 /2"X3 1 /2"
GENERAL DOTES
GENERAL NOTES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND
CONDITIONS AT THE SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON THE
STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL DRAWINGS,
FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE
STRUCTURAL SLAB ELEVATIONS, AND OTHER ARCHITECTURAL
REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUC-
TION.
2. THE ARCHITECT WILL INTERPRET THE DOCUMENTS IN CASE OF POSSIBLE CONFLICT
OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES.
3. DETAILS NOTED AS TYPICAL SAHH APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN
OR NOTED OTHERWISE.
4. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL
OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT.
5. THE EXACT DEPTH, EXTENT, AND LOCATION OF ALL FLOOR DEPRESSIONS, ELEVATED AREAS, OR
OTHER IRREGULARITIES SHALL BE COORDINATED WITH ARCHITECTURAL OR APPLICABLE DRAWINGS.
THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THESE ITEMS.
6. WORKMANSHIP AND MARTERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 CBC
7. FOUNDATION DESIGN IS BASED UPON FOLLOWING:
DESIGN BEARING PRESSURE1000 PSF (DEAD & LIVE LOADS)
MIN. 18" INTO SUITABLE BEARING
EXISTING FILL OR STRUCTURAL COMPACTED FILL
8. ALL FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO 95% OF RELATIVE COMPACTION IN
ACCORDANCE WITH A.S.T.M. D1557, SUBJECT TO MORE STRICT REQUIREMENTS OF THE SOILS REPORT.
SEE SOILS REPORT FOR COMPACTION METHODS.
9- THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE,
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO BRACING OR SHORING FOR CONSTRUCTION LOADS
ON FRAMING MEMBERS, BASEMENT WALLS OR CANTILEVER MEMBERS OR EQUIPMENT, ETC. OBSERVATION
VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTIONS
OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES
FOR THE ABOVE.
NAILING SCHEDULE
1.
Joist or rafters to sides of studs
8-inch joist or less
3-16d
For each additional 4 inches in depth of joist
1-16d
2.
Bridging to joist, toenail each end
2-8d
a. Blocking between joists or rafters -
To joist or rafters - Toenails each side, each end
2-1Od
b. Blocking between studs, each end
2-10d
toenails or 2-16d
3.
Sole plate to joist or blocking, face nail
16d at
16"o/c.
4.
Top plate to stud, end nail
2-16d
5.
Stud to sole plate
4-8d, toenail or
2-16d end nail
6.
Double studs, face nail
16d at
24"o/c.
7.
Doubled top plates, face nail
16d at
16"o/c.
8.
Top plates, laps and intersections, face nail
2-16d
9.
Ceiling joists to plate, toenail
3-8d
10.
Continuous header to stud, toenail
4-8d
11.
Ceiling joists, laps over partitions, face nail
3-16d
12.
Ceiling joists to parallel rafters, face nail
3-16d
13.
Joist or rafters at all bearings - toenails, each side
2-1Od
14.
1" brace to each stud and plate, face nail
2-8d
15.
Built-up corner studs
16d at
24"o/c.
r
Jeffrey Jeri ssc
Architect
20331 Irvine aye
suite 7
santa ana heights cc
92707
949 412 3955
architecture
STAMP
F
ti
R ��
PROJECT NAME,
SU SET
LADDER
920 N POINSETTIA
SANTA ANA CA
SHEET TITLD
GENERAL
NOTES
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LAST ISSUE DATES 11-20-0
BYl CHKDt
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SHEET
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Jeffrey Jonsson
Architect
20331 Irvine ave
suite 7
santa ana heights cc
92707
949 412 3955
architecture
STAMP
i1 AR�y
t,4' fIM
4
JAN05
v REND`
PROJECT NAME,
SUNSET
LADDER
920 N POINSETTIA
SANTA ANA CA
SHEET TITLE
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