HomeMy WebLinkAboutDrawingsKEY NOTES
!
O REMOVE EXISTING SATELLITE DISH
O'I D" LONG x 8'-7 TALL
2
OUTDOORCOOLEREI MANUFACTURES SPECS FOR
INSTALLATION REQUIREMENTS.''
O PROVIDE ELECTRICAL CONNECTION FOR OUTDOOR
COOLER - EXACT LOCATION TOS BE COORDINATED BY
ENGINEER AND FREEZER VENDOR
'PROVIDE 11'-4" WIDE x 1`8'-10" LOt',IG CONCRETE PAD FLUSH
WITH SIDEWALK FINISH GRADE - RE: STRUCTURAL
O 9' BRICK WALL SCREEN AS SHOW' . PROVIDE 18" SPACE
BETWEEN BACK OF COOLER AND WALL AND 12" SPACE AT
SIDES
O PROVIDE FRENCH DRAIN FOR CONDENSATE LINE DRAINAGE
O EXISTING CONCRETE PAD FOR ELEC EQUIPMENT -
CONTRACTOR TO VERIFY LOCATION AND ENSURE CLEARANCE
KEY NOTES 1.41
GENERAL NOTES
ANY CONSTRUCTION INDICATED AS NEW MUST CONFORM TO
ALL APPLICABLE CODE5, INCLUDING BUT NOT LIMITED TO
THE IBC AND THE TA5 STANDARDS
iCONTRACTOR SHALL VISIT SPACE',BEFORE PRICING. HE IS
i, -RESPONSIBLE FOR CHECKING FIELD CONDITIONS AND
DIMENSIONS FOR ACCURACY AND CONFIRM THAT WORK 15
BUILDABLE BEFORE SUBMITTING SID PRICE. HE IS TO
REPORT ANY DISCREPANCIES IMMEDIATELY TO THE
ARCHITECT. THE LACK OF SPECIF G INFORMATION OR A
DISCREPANCY WITH THE EXISTING CONDITIONS SHALL NOT
RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY.
GENERAL NOTES
SCOPE OF WORK
EXISTING SATELLITE DI5H TO BE
EMOVED. PROVIDE NEW
OUTSIDE COOLER AND CONCRETE
SLAB. PROVIDE BRICK
WALL SCREEN ON THREE SIDES O=
COOLER.
01 m
I SCOPE OF WORK 121 I
S I TE PLAN
LOCATION PLAN NOT TO SCALE I I
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OVERALL PLANS
_AND NOTES l
REVISIONS:
04/09/13
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PERMIT
AND CONSTRUCTION,!
2 07/08/13
CM
REVISED PER
GOh6NENT8
PM: RJD / PC: JRR
DATE: 02-04-13
PROJECT: 'i
3B12060 -E
SHEET:
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KEY NOTES `}
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10 REMOVE EXISTING SATELLIT DISH p°pORE�
ARS
O2 PROVIDE NEW 8'-O" WIDE x I '-0" LONG x 8'-7" TALL
OUTDOOR COOLER RE: MANUFACTURES SPECS FOR
INSTALLATION REQUIREMENTS.
O3 PROVIDE ELECTRICAL CONNECTION FOR OUTDOOR
` 20263
COOLER - EXACT LOCATION TO BE COORDINATED BY >' wt, Psi
ENGINEER AND FREEZER VENDOR qTF OFrJO
O4
PROVIDE II' -4" WIDE x 18'-10" Ld CONCRETE PAD FLUSH
WITH SIDEWALK FINISHGRADE ARE: STRUCTURAL 07/08/13
O 9' BRICK WALL SCREEN AS SHOWN. PROVIDE 18" SPACE a Z
BETWEEN BACK OF COOLER AND WALL AND 12" SPACE AT 0 N 0. I?
wwZ
SIDESEO
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60 PROVIDE FRENCH DRAIN FOR CONDENSATE LINE DRAINAGE Z wwn
w�Z'
70 EXISTING CONCRETE PAD FOR EL� G EQUIPMENT - W ��
�w3c9
CONTRACTOR TO VERIFY LOCATION AND ENSURE CLEARANCE in 6:0, w W
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KEY NOTES Wa
W
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GENERAL NOTES
ANY CONSTRUCTION INDICATED AS
' NEW MUST CONFORM TO
ALL APPLICABLE CODES, INCLUDING
THE 15C AND THE TA5--5TANDARD6
BUT NOT LIMITED TO
-
CONTRACTOR SHALL VI51T SPACE
BEFORE PRICING. HE 15
RESPONSIBLE FOR CHECKING FIELD
DIMENSIONS FOR ACCURACY ANDCONFI
BUILDABLE
CONDITIONS AND
RM THAT WORK 15
BEFORE SUBMITTING B0
REPORT ANY DISCREPANCIES IMMEDIATELY
PRICE. HE IS TO
TO THE
ARCHITECT. THE LACK OF SPECIFIC
DISCREPANCY WITH THE EXISTING
INFORMATION OR A
CONDITIONS SHALL NOT
RELIEVE THE CONTRACTOR OF ANY
RESPONSIBILITY.
KEYNOTES
j
01 REMOVE EXISTING SATELLITE
ISH
O2 PROVIDE NEW 8'-0" WIDE x 16-0"
LONG x 8'-1' TALL
OUTDOOR COOLER RE: MANUFACTURES
INSTALLATION REQUIREMENT5.i'
SPECS FOR
O PROVIDE ELECTRICAL CONNECTION
FOR OUTDOOR
BY
COOLER — EXACT LOCATION TO
BE COORDINATED
ENGINEER AND FREEZER VENDOR
W C
W ~
PROVIDE 11'-4" WIDE x IB' -10" LOG
CONCRETE PAD FLUSH
WITH SIDEWALK FINISH GRADE —
RE: -STRUCTURAL
O 9' BRICK WALL SCREEN AS SHOWN.
PROVIDE 18" SPACE
BETWEEN BACK OF COOLER AND
WALL AND 12" SPACE AT
51 DES
BRED- ARc
PROVIDE FRENCH DRAIN FOR CONDENSATE
O
LINE DRAINAGE
[� EXISTING CONCRETE PAD FOR EI
EQUIPMENT —
CONTRACTOR TO VERIFY (_OGATI
FFG
N AND ENSURE CLEARANCE
SITF FILA 1/8' =i, -oil
LOCATION PLANNOT TO SCALE
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SHEET:
OVERALL PLANS
-,AND NOTES
�Y REVISIONS:
(j i
04/09/13 155UED FOR
PERMIT AND LONSTRUGTION
2
07/08/13 REVIBED PER
CITY LOMMENT5
I,
�i
PM: RJD / PC: JRR
DATE: 02-04-13
PROJECT:
3812060-E
SHEET:
A100
ELECTRICAL S"YOMBOLS
' 1! CIRCUIT HOME RUN
tsft-- CIRCUIT HOME RUN WITH GROUND
CIRCUITING INFORMATION FOR GROUPING PURPOSES
ONLY. CONTRACTOR SHALL
SELECT ACTUAL CIRCUIT BREAKERS AND BALANCE
LOADS IN PANELBOARD.
PANEL15OARD INFORMATION. SEE SCHEDULING SHEETS
FOR MORE INFORMATION.
❑
DISCONNECT
I(p��y•'yyyV�'�yyyy.jjjj ��ryy
G1 t•Miw } S 'x .�K t`v . `(e,� T Cir ,' +,F�WVI I:;�ii
� 6� ; y 1W
DISCONNECT FUSED
4
JUNCTION BOX
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3
L� ORi,GIRGUITISTI�IC�
EXI Tf UI -
5 NG B LDiNG
ln (�
•`.'RA
z w..rJU�t5nst+.r.
VOLT. {,
WII 21 j
GG��7 x' -
DAWSON VAN ORDEN N ENGINEERING
_K4- i,�
A>"Ik�B
Y rC174.�„ :..:, ., t,.-'.�
-
... .>s ..«:o,. ,_....,...,.. ,.-....<. ,......f... .,:. ,,.,_. _ ._+.. �s. ,�„rJJU.�5sx1., �.�a.. .,•d, ti
1600
WALK IN COOLER
12
r
t�
d
...
' i6fi .,
2
t
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gFJiIsC#IGfLQAj)
ADDED LOAD DESIGN INFO LOAD (KVA)
16GO
GONDENSING JNIT
=12
A
B
G
MOTORS
430,24
CONDENSI N UNIT G
16
1.6
(ACTUAL LOAD)
UNIT COOLER
r>
Y
J250
150
WIF LIGHTING
112
20
1
5?
0.4
6
1
15
X12
WIG UNIT COOLER
EXISTING I.QA[7'
EX
t2Q
i
7
8,
1 "mill.Q
0.2
M'15GELLANEOU,5 LOADS
TOTAL
'
1.6
0`.4
KVA
EXISTING LOAD
47
�
47
AMP
ADDED LOAD
17
�,
3
AMP
`
�fISr�ING i,QAp'
I�S� �`
225
t. 1
I;
SPARE GAPAGITY
161
>'t?•
i
'' Q s
��
� EXI�{':�I�G I}QA1�
���
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y
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,
f
f� LtiAD
EXISTINf LOAD
E7C
�.. LfJ' r
' t
2i,
2
t T
f
+LEXIS
NG IwOAD
i.
IN
�2Q
;tiST�iG '
E
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t
IXEST r�i L61
,.
,y
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�
2t3
1
35
36
i �
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I
EXISTINGQ�D 4
Fx
aQ=
1;
16
_
�s
R.f5
�, EX'
I
�Jr'I{Yl
-
Gl
AN x
_. <j,
>
EXISTING LOAD (VA 1000 130011^1 13000
ADDED LOAD (1/A) 1600 1600 -
+25% GONTINUOJS (VA) - - -
+25% LARGEST MOTOR (VA) 400 100
-
NGN-GONGIDENT.AL LOAD (VA) - - -
FEED-THR1 LOAD (VA) - - -
DEMAND LOAD (VA) 15000 15000 13000
FEEDER DEMAND LOAD (AMPS) 125 125 108
TOTAL PANEL DEMAND LOAD (VA) 43000
FEEDER DEMAND LOAD (AMPS) 119
v
1. BRANGH GIRGJIT VOLTAGE CROP NOT TO EXCEED 3 a AT FART HEST OUTLET. TOTAL VOLTAGE DROP INCLUDING FEEDERS AND BRANGH GIRGUITS NOT TO EXCEED 5%.
2. FIELD VERIFY EOJIPMENT LOADS.
3. ALL GONDJGTORS SHALL BE COPPER,
4. CONTRACTOR ;HALL RE -TERMINATE FISTING GIRGUITS IN EXISTING RANEL 'B" TO ALLOW FCR CONNECTION OF NEL! GIRGUITS AS 9PIOWN.
PANEL SCHEDULE,
SCALE: NONE
E
INTEGRAL IGHTING FURNISHED
BY EQUIPMENT SUPPLIER,
INSTALLED Bi ELECTRICAL
CONTRACT�?
CONCRETE PAD AND —
ENCLOSURE B1' OTHERS
A -X
'IN -WALL CONN
AV.' COORD
EQUIPMENT M,
CONTRACTOR SHALL
CGOR-DIPI ^T.i r Ci'`�IA LOCATION OF
DIRECT CONNECTION TO UNIT
COOLER WITH EQUIPMENT
SUPPLIER. PROVI E AND I STALL
30A/2P/NF/NEMA 37 DISCONNECT
SWITCH.
0•-
f V— EX. XFMR
EX. PANEL 'A'
EX. PANEL 15'
CONTRACTOR SHALL COORDINATE
FINAL LOCATION OF DIRECT
CONNECTION TO CONDENSING UNIT WITH
EQUIPMENT SUPPLIER. PROVIDE AND
INSTALL (oOA/2P/NF/NEMA 3R
DISCONNECT SWITCH.
N TO
WITH
=TURER.
ELECTRIGAL LOAD ANALYSIS
EXI Tf UI -
5 NG B LDiNG
HFB - COLLEGE STATION FIRST BAPTIST
2300 WELSH AVE.
DAWSON VAN ORDEN N ENGINEERING
GOLLE STATION, Tx 77845
4/5/2013
USE
PANEL. VOLTAGE
RELIGIOUS
120/208V/3P/4W
ADDED LOAD DESIGN INFO LOAD (KVA)
NOTES
A
B
G
MOTORS
430,24
CONDENSI N UNIT G
16
1.6
(ACTUAL LOAD)
UNIT COOLER
0.3
(ACTUAL LOAD)
+25% LARGEST MDTOR
0.4
0.0'
MISCELLANEOUS
EQUIPMENT
0.2
M'15GELLANEOU,5 LOADS
TOTAL
2.0
1.6
0`.4
KVA
EXISTING LOAD
47
47
47
AMP
ADDED LOAD
17
13
3
AMP
PANEL CAPACITY
225
225
225
AMP
SPARE GAPAGITY
161
165
175
AMP
LOAD ANALYSIS
SCALE: NONE
EXISTING UTILITY
TRANSFORMER
EXISTING
UNDERGROUND
SERVICE
ENTRANCE
EXISTING UTILITY METER
EXISTING
FEEDERSFEEDERS
MAIN SWITCHBOARD '1" 1551
211/48OV/3PH/4W
0
- Y
LINETYPE LEGEND
EXIST
EXISTING EXISTING
FEEDERS FEEDERS
-EXISTING
LOAD
EXi51
FEED
EXISTING
LOAD
UNNAMED EXISTING XFMR
iSKVA
480V, 3PH, 3W PRI
208/12OV, 3PH, 4W SEC
EXISTING
FEEDERS
PNL 'A'
120/208
30, 4W
225A
MCB
EXISITING
EXISTING
FEEDERS
F'NL 'B'
120/208
3 0, 4W
100A
MLO
EXISTING
ONE -LINE DIAGRAM
SCALE.- NONE
ENCLOSURE
COOLER -SUFI L[ED AND
INSTALLED BY TENANT
COOLE
VOLUME OF COOLER: 981 CUBIC FEET
TYPE OF REFRIGERANT: R404A
POUNDS OF REFRIGERANT: 103 LBS.
103 LBS = 0.0104 LBS / CUBIC FOOT
981 CU1:31C FEET
DOES NOT EXCEED 11.0 LBS / 1000 CUBIC FOOT
NO ALARM SYSTEM IS REQUIRED
REFRIGERANT COMPRESSORS LOCATED ON ROOF.
CONDENSATE
DRAIN LINE
PIPE
SUPPORT
e
e
e
e
a Q o Q 4
ao
24" DIAMETER x 241
DEEP FRENCH DRAIN
FILLED WITH COARSE
GRAVEL
OOTNENCH DRAIN DETAIL
TO SCALE
I' CONDENSATE FROM COOLER
TO FRENCH DRAIN,
REFER TO DETAIL. VERIFY
DRAIN CONNECTION ON
COOLER AND COORDINATE
WITH FRENCH DRAIN LOCATION.
�-1
FLOOR PLAN - MECHAINCAL AND PLUMBING
"Vlr.vNi:u
COMPLIAM
OCT 10 2^1
ROW LOCK CAP
BRICK WALL -
HORIZ. LADDER
REINF. 0 12" O.C.
VERT.; IN.(EVERY
STH COURSE)
FULLY -GROUTED
CORE (REINF. W/
NO. VS 0 16" O.C.
VERT, EXTEMD VERT.
REINF. 12'. MIN. INTO
GRADE BEAM PLUS
STD. "L" -HOOK
PROVIDE 4' WIDE OPENINGS
IN FIRST TWO COURSES FOR
DRAINAGE - SPACE AT W4r
O.C., MAX. ALONG PERIMETER
OF ENCLOSURE. PROVIDE
SLOPED GROUT BED ACROSS
MASONRY LEDGE TO PROMOTE
DRAINAGE IN OPENING
VAPOR BARRIER
2 MAX. LEVELING SAND (OPTIONAL)
UNDISTURBED SOIL OR
COMPACTED SELECT FILL (AS REQ'D)
�1
4" SLAB (REINF. W/ NO. 4'S @ 18" O.C.E.W
PERIMETER & INTERIOR GRADE BEAMS (TYP):
(REINF. W/ (4) NO.5 CONT. LONG. BARS @
CORNERS OF NO.3 TIES @ 12" O.C. -
PROVIDE (2) ADD'L NO.5 LONG. BARS SO
THAT VERT. SPACING BETWEEN LONG. BARS
DOES NOT EXCEED 12" O.C. -- PROVIDE
NO.5 CORNER BARS @ EA. LONG. BAR --
2'-0", MIN. LEGS)
SECTION -- FREEZER PAD +x=+a 3
FREEZER LOCATION PLAN 1/16"= V-0" �
40 CONCRIE E FRS SM
(Rim. W/No. ise 1Z'ocaw.
4IIMO4XM OF 8U TYP.-
8" W X 1 112" MAS. LEDGE
12' W X 1'4r D MIT. GID. MIA.
Is I• - �� -
NO.3 X 12" SMOOTH DOWELS @18" O.C.
(EMBED 6", MIN. INTO NEW SLAB) (TYP.)
3/4" COMPRESSIBLE FILLER
& SEALANT (TYP.)
V-2,
T 1--4-- -4-
11 F F -1 - F
T-1 F F T I
i III I I I c
It t --I t
I I
I�
I� �I
�I I�
EXISTING SIDEWALK
NOTES.
1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.
2. SECURE NEW FREEZER TO PAD IN ACCORDANCE WITH FREEZER MANUFACTURER'S
REQUIREMENTS AND INSTRUCTIONS.
3. REPORT UNFORSEEN CONDITIONS TO ENGINEER FOR REVIEW AND RECOMMENDATIONS
FOR MODIFICATIONS TO DESIGN, IF NECESSARY.
PLAN VIEW .. FREEZER PAD
°ao
REVIEWED Fla
COMPLIANCE
OCT 10 2013
COLLEGE STATI
ENGINEERING
DESIGN INFORMATION
A. CODES AND SPECIFICATIONS:
1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC, 2012 EDITION) WITH CITY OF COLLEGE STATION
AMENDMENTS.
2 CONCRETE: THE DESIGN, DETAILING AND ERECTION OF ALL CONCRETE ELEMENTS SHALL BE IN CONFORMANCE E Lo
WITH:w=
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318, LATEST EDITION), V W E
B. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301, LATEST EDITION). s � b
C. CRSI MANUAL OF STANDARD PRACTICE.
D. STRUCTURAL WELDING CODE, REINFORCING STEEL (AWS D1.4 -LATEST EDITION). a = z° " m
B. DRAWING CONFLICTS: Ola e E c 9 o
1. REPORT ANY DISCREPANCIES IN THE STRUCTURAL DRAWINGS TO THE ENGINEER BEFORE FABRICATION AND
�
ERECTION OF ANY STRUCTURAL COMPONENTS OR MEMBERS.m z ¢,0 9
OTHER LLv
2. WHERE CONFLICT EXISTS BETWEEN THE VARIOUS PUBLICATIONS AND OTHER REQUIREMENTS INCLUDED HEREIN ooo:w o
AND WITHIN THE CONTRACT DOCUMENTS (STRUCTURAL DRAWINGS, 11GENERAL NOTES, SPECIFICATIONS) THE LH
STRICTEST/MOST STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE NOTED.
C. TYPICAL DETAILS: DETAILS IDENTIFIED AS "TYPICAL" ON THE DRAWINGS SMALL APPLY TO ALL SITUATIONS ON THE
PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILEQ. SUCH DETAILS SHALL APPLY WHETHER
OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING TPPLICABILITY OF TYPICAL DETAILS SHALL
BE DETERMINED BY THE ENGINEER.
D. SOIL CONDITIONS: SLAB DESIGN BASED ON THE FOLLOWING CONSERVATIVELY ASSUMED SOIL CONDITIONS: V k
1. ASSUMED SOIL TYPE: CLAY, PREDOMINENTLY TYPE "CL" AND "CH", PER USC CLASSIFICATION. •� !'
2. CLIMATIC RATING (CW) = 25 (HOUSTON,TEXAS REGION) I ® LIL it
3. ASSUMED MAXIMUM PLASTICITY INDEX: 50
4. ASSUMED ALLOWABLE NET BEARING PRESSURE FOR SLAB = 1,000 PSF (UL + SLL);1,500 PSF (TOTAL)
5. SLAB TYPE 111
E. DESIGN CRITERIA:
1. DEAD LOADS: DEAD LOAD MATERIALS ASSUMED IN THE DESIGN ARE INDICATED ON THE STRUCTURAL DRAWINGS.
ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE INDICATED SHALL BE REPORTED TO THE ENGINEER
FOR FURTHER REVIEW.
2. SLAB LIVE LOADS: .• ��
A. UNIFORM LOAD: 100 PSF
B. CONCENTRATED LOAD: 2,000 POUNDS %
3. WIND LOADS (BRICK WALL): to -
A. CRITERIA: "OTHER STRUCTURES", PER ASCE 7-05, SECTION 6.5.1 O: o®
1. BASIC WIND SPEED: 100 MPH (3 -SECOND GUST). �•. b '�, /
11. EXPOSURE C
III. BUILDING CATEGORY 11 1Nms �'"�
IV. WIND DIRECTIONALITY FACTOR =1.0�c
B. DESIGN WIND LOADS (OTHER STRUCTURES):
1. WITHIN 9 FEET OF WALL CORNERS: 35 PSF
11. MORE THAN 9 FEET OF WALL CORNERS: 24 PSF
4. LOAD COMBINATIONS: (ASCE 7-05, SECTION 2.4.1) V }
A. DL; B. DL+LL+RLL; C. DL+WL+LL+RLL; D. 0.6 DL+WL; E. 0. DL zu
T
MATERIAL SPECIFICATIONS
0 � flu
A. REINFORCED CONCRETE (FREEZER PAD):
1. ASTM 0150, TYPE I PORTLAND CEMENT BASED, NORMAL WEIGHT.
2. MINIMUM 28 -DAY STRENGTH:. 3,000 PSI
3. AGGREGATE: CLEAN, WITH NO MUD, CLAY, LOAM OR FOREIGN MATTER.
4. WATER: CLEAN AND POTABLE. Ii
B. SAND: CLEAN, MANUFACTURED OR NATURAL SAND,
C. SELECT FILL: NON-ACTIVE SANDY CLAY OR CLAYEY SAND TYPE SOIL SUBSTA CE, HAVING A LIQUID LIMIT (LL) OF 40 OR
LESS AND A PLASTICITY INDEX (PI) EXCEEDING 10, BUT LESS THAN 20. k
D. ALTERNATIVE SELECT FILL: CEMENT STABILIZED SAND -- BANK SAND, FREE OF ORGANIC MATTER, FOREIGN MATERIAL,
CLAY BALLS, STICKS, FOREIGN OBJECTS AND OTHER OBJECTIONABLE MATERIAL MIXED WITH 1.5 SACKS OF PORTLAND
CEMENT PER TON OF SAND MIXTURE AS PLACED.
E. STEEL REINFORCEMENT/ACCESSORIES:
1, LONGITUDINAL: ASTM A 615, GRADE 60, DEFORMED,
2. STIRRUPS AND TIES: ASTM A 615, GRADE 40, DEFORMED.
3. TIE WIRE: MINIMUM 16 GAGE, ANNEALED TYPE. j
4. PIPE BOLLARD: 4 -INCH DIAMETER, ASTM A501, SCH. 40 STEEL PIPE, OR ,PPROVED EQUIVALENT.
5. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS: SIZED AND SHAPED FOR STRENGTH AND SUPPORT OF
REINFORCEMENT DURING INSTALLATION AND PLACEMENT OF CONCRETE.
F. MISCELLANEOUS PRODUCTS:
1. VAPOR BARRIER: 20 -MIL POLYETHYLENE SHEET, OR APPROVED EQUIVALENT.
2. EPDXY GROUT (FOR DOWEL EMBEDMENT): SIKA SIKADUR 32 HI -MOD GE I, OR APPROVED EQUIVALENT.
3. EXPANSION JOINT SEALANT (IF REQUIRED): SIKA SIKAFLEXAC SL, HIGH PERFORMANCE, SELF -LEVELING 1 -PART
POLYURETHANE SEALANT, OR APPROVED EQUIVALENT.
4. EXPkR8l-0N`OINT COMPRESSIBLE FILLER (IF REQUIRED): FLEXIBLE,li LIGHTWEIGHT, NON -STAINING, CHEMICAL
RESISTANT, UV -STABLE, NON-ABSORBENT, LOW DENSITY, COMPRESSIBLE JOINT FILLER, SUCH AS DECK -O -FOAM,
OR APPROVED EQUIVALENT.
G. MASONRY (ENCLOSURE WALL)
1. BRICK: CLAY BRICK, SIZE, TYPE, FINISH AND COLOR AS SELECTED BY OWNER, 2,200 PSI MINIMUM COMPRESSIVE
STRENGTH.
2, MORTAR: TYPE S, ASTM C270, MINIMUM 28 -DAY COMPRESSIVE STRENGTH: 2500 PSI, MINIMUM; COLOR AND
TEXTURE AS APPROVED BY OWNER.
3. HORIZONTAL REINFORCEMENT: 9 -GAUGE, MINIMUM, LADDER -TYPE MA ONRY JOINT REINFORCEMENT, SUCH AS
DAYTON SUPERIOR DUR-O-VVALL DA3200 LADUR, OR APPROVED EQUIVA .ENT.
4. GROUTED CORE REINFORCEMENT: ASTM A 615, GRADE 60, DEFORMED.
S. GROUT: ASTM 0476, MINIMUM 28 -DAY COMPRESSIVE STRENGTH: 3,000 PSI.
6. WATER: CLEAN AND POTABLE. ♦^
GENERAL CONSTRUCTION NOTES y/
A. EXISTING CONDITIONS AND CONSTRUCTION PRACTICES:
1. FIELD VERIFY ALL DIMENSIONS, QUANTITIES, CONDITIONS, ETC. BEFORE PERFORMING WORK OR FABRICATING M
NEW MEMBERS. co
2. COORDINATE DIMENSIONS/CONDITIONS WITH ARCHITECTURAL DRAWINGS.
3. PERFORM ALL WORK IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL CODES AND REGULATIONS (IBC, OSHA, �.�.
ETC.), GOOD INDUSTRY PRACTICE AND ALL APPLICABLE MANUFACTURER'S INSTRUCTIONS AND/OR �►
SPECIFICATIONS. co
4. IMMEDIATELY REPORT ANY UNANTICIPATED CONDITIONS THAT MA ADVERSELY AFFECT THE PROJECT TO m
AESTIMO AND OBTAIN AESTIMO'S RECOMMENDATION FOR ACTION BEF( EDING WITH MODIFICATIONS TO
ACCOMMODATE THE SITUATION. Z LL
5. SLAB DESIGN IS BASED ON ASSUMED SOIL CONDITIONS NOTED ABOVE IF SOIL CONDITIONS OTHER THAN THOSE
NOTED ARE ENCOUNTERED DURING CONSTRUCTION, IMMEDIATELY REPORT CONDITIONS TO ENGINEER FOR - m Z
FURTHER REVIEW AND RECOMMENDATIONS FOR MODIFICATIONS TO DESIGN, IF ANY.
6. OBTAIN APPROVAL FOR ANY CHANGES TO THE DESIGN OR CONFIGURA ZION BY AESTIMO IN WRITING. no
7. MAINTAIN WORK AREA IN A CLEAN AND ORDERLY CONDITION THROUGHOUT THE PROJECT DURATION. PROPERLY
AND LEGALLY DISPOSE OF ALL CONSTRUCTION -RELATED TRASH AND DEBRIS. 0
8. PROVIDE ALL REQUIRED BRACING AND/OR TEMPORARY SHORING AS REQUIRED TO PROVIDE PROPER SUPPORT
AND STABILITY OF THE STRUCTURE THROUGHOUT THE DURATION OF THE PROJECT.
9. PROVIDE PERSONNEL AND/OR OTHER PROVISIONS TO ENSURE ADEQUATE SAFETY AND SECURITY AT ALL TIMES♦^'i'
DURING THE PROJECT DURATION. INSTALLER MAINTAINS FULL RESPONSIBILITY FOR SAFETY AT THE SITE. U.
10. PROVIDE PROTECTION OF EXISTING STRUCTURE, FINISHES AND PERSONNEL FOR THE DURATION OF THE PROJECT.
B. SUBMITTALSW
1. PRODUCT AND MATERIAL DATA.
2. OTHERS AS REQUIRED UNDER THE PROVISIONS OF THE CONTRACT DOCUMENTS. 00
C. PREPARATION AND FORMWORK: W ��
1. FIELD CONFIRMNERIFY ALL MEASUREMENTS AND SITE CONDITIONS.CD
J = N
2. IDENTIFY THE LOCATION OF EXISTING SPREAD FOOTINGS/PIERS/PIER CAPS IN THE VICINITY OF THE WORK. AND �J
REPORT UNFORSEEN CONDITIONS TO ENGINEER BEFORE PROCEEDING WITH CHANGES TO DESIGN.
3. SAW -CUT. EXISTING ASPHALT OR CONCRETE PAVEMENT, CURBS, ETI C. AS REQUIRED AND REMOVE EXISTING ®C)
ASPHALT OR CONCRETE WITHIN AREAS AFFECTED BY THE WORK. ♦ ♦ p
4. USING HAND AND/OR MECHANIZED TOOLS, REMOVE CONCRETE AND SOIL TO FORM TRENCHS/EXCAVATIONS FOR
NEW GRADE BEAMS. DO NOT DAMAGE ADJACENT CONCRETE SURFACES TO REMAIN IN PLACE,
5. PLACE SELECT FILL AS INDICATED ON DRAWINGS, COMPACT IN 8 INCH, MAXIMUM LIFTS, TO ACHIEVE A MINIMUM 95 _
PERCENT STANDARD PROCTOR DENSITY. SHEET:
6. SET FORMS AS REQUIRED TO MEET THE SPECIFIED DESIGN AND ENSUR THAT THEY ARE ADEQUATELY SECURED.
7. OPTIONAL: UTILIZE LEVELING SAND ABOVE EXISTING SOIL OR COMPAC TED BACKFILL TO MEET THE DIMENSIONAL FREEZER PAD PLAN
REQUIREMENTS OF THE NEW SLAB.
8. INSTALL MOISTURE BARRIER AT THE BOTTOM OF SLAB CONSTRUCTION LAP JOINTS 6 INCHES, MINIMUM AND SEAL DETAILS & SPECS.
WITH PRESSURE -SENSITIVE TAPE:
9. FABRICATE AND SET IN PLACE ALL REQUIRED EMBEDS, IF ANY,
10, REPORT OBSTRUCTIONS IN FOOTING AND SLAB EXCAVATIONS TO ENGINEER FOR REVIEW, DO NOT MODIFY SIZE REVMSIONS:
OR PLACEMENT WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER
D. STEEL REINFORCEMENT PLACEMENT:
1. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE (ACI) DETAILING
MANUAL.
2. ENSURE CLEAR COVER FOR ALL REINFORCEMENT IN ACCORDANCE WITH ACI RECOMMENDATIONS.
3. DRILL AND EPDXY GROUT REINFORCEMENT EMBEDDED IN ADJACENT EXISTING CONCRETE, AS SPECIFIED OR
REQUIRED.
4. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS, TRANSITIONS BETWEEN SLABS AND WALLS/FOOTINGS, AND
SLAB CORNERS. CORNER BARS TO BE SAME DIAMETER AS LONGITUDINAL STEEL TERMINATING AT INTERSECTION
OR CORNER. j
5. MINIMUM REINFORCEMENT EMBEDMENT LENGTHS = 44 BAR DIAMETERSI
6. MINIMUM REINFORCEMENT SPLICE LENGTHS = 58 BAR DIAMETERS.
E. CONCRETE PLACEMENT:
1. PLACE CONCRETE IN ACCORDANCE WITH ACI 304, LATEST EDITION.
j 2. MAINTAIN REQUIRED CONCRETE COVER AROUND REINFORCEMENT.
3. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD
NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.
4. EXCESSIVE HONEYCOMB OR EMBEDDED DEBRIS IN CONCRETE IS NOT ACCEPTABLE. NOTIFY ENGINEER IF
j DISCOVERED. �I
5. TROWEL ANDIOR BROOM FINISH (WHERE APPROPRIATE) HORIZONTAL SURFACES TO MATCH ADJACENT CONCRETE
SURFACE. (�
F. MASONRY WALL CONSTRUCTION:
1. INSTALL MASONRY WALLS IN STRICT CONFORMANCE WITH THE MASONRY SOCIETY (TMS) AND OTHER BRICK PM: JCF / PC:
INDUSTRY STANDARDS. DATE: 03-18-13
2. BOND PATTERN: RUNNING BOND. BOND AND INTERLOCK EACH COURSE AT CORNERS. I�
3. MORTAR JOINTS: CONCAVE WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. PROJECT:
4. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AS IND16ATED ON EVERY SIXTH COURSE. PROVIDE /�
CONTINUITY AT CORNERS WITH PREFABRICATED "L" SECTIONS. NO. 121%%7-02
5. PROVIDE CORE REINFORCEMENT AND FULLY GROUT AS INDCIATED ON DRAWINGS.
6. AFTER MORTAR IS THOROUGHLY SET AND CURED, CLEAN EXPOSED MASORNY IN ACCORDANCE WITH TMS -- ,
STANDARDS. SHEET: _a5
END
S-1
i®
SITS PLAN
KEYNOTES
PM: RJD / PC: JRR
O> REMOVE EXISTING SATELLITE
ISH
O PROVIDE NEW .8'-0" WIDE x 16
O" LONG x 8'-7" TALL
OUTDOOR COOLER RE: MANUF
'CTURES SPECS FOR
INSTALLATION REQUIREMENTS.
BEFORE PRICING. HE 15
PROVIDE ELECTRICAL CONNECTION
FOR OUTDOOR
' COOLER - EXACT LOCATION TO
BE COORDINATED BY
ENGINEER AND FREEZER \/ENDO
D PRICE. HE IS TO
04 PROVIDE 11'-4" WIDE x. 18'-10" LOIN'G
CONCRETE PAD FLUSH
WITH SIDEWALK FINISH GRADE -
E: STRUCTURAL
C) g' BRICK WALL SCREEN A5 SHOWiiI.
PROVIDE 18" SPACE
BETWEEN BACK OF COOLF-R AND
WALL AND 12" SPACE AT
SIDES
(00 PROVIDE FRENCH DRAIN EOR GONDENSATE
LINE DRAINAGE
C) EXISTING CONCRETE PAD FOR E
G EQUIPMENT -
CONTRAGTOR TO VERIFY I-OCATI
O N AND ENSURE CLEARANCE
<F)" NOTES � 4
REVIEW .FCR
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COMPLIANCE
OCT 10 2013
COLLEGE STATIOW
ENGINEERINGuumr�,JANCE
OCT 1.0 2013
� y
s
r �
OVERALL SITE PLAN NOT TO SCALE
GENERAL NOTES
PM: RJD / PC: JRR
ANY CONSTRUCTION INDICATED AS,NEW
MUST CONFORM TO
„ ,�� �.: O
BUT NOT LIMITED TO
41rA F 17, s . b!t
]�
i;1 ril ORED
BEFORE PRICING. HE 15
RESPONSIBLE FOR CHECKING FIEL
CONDITIONS AND
1�1MENSIONS FOR ACCURACY AND
ONFIRM THAT WORK IS
I-kALDABLE BEFORE SUBMITTING,B
D PRICE. HE IS TO
RfEPORT ANY DISCREPANCIES IMMEDIATELY
REVIEW .FCR
zy�
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Cice.. 7
COMPLIANCE
OCT 10 2013
COLLEGE STATIOW
ENGINEERINGuumr�,JANCE
OCT 1.0 2013
� y
s
r �
OVERALL SITE PLAN NOT TO SCALE
GENERAL NOTES
PM: RJD / PC: JRR
ANY CONSTRUCTION INDICATED AS,NEW
MUST CONFORM TO
ALL APPLICABLE CODES, INCLUDING
BUT NOT LIMITED TO
�I'f1E IBC AND THE TAS STANDARDS
COOLER.
CONTRACTOR SHALL VISIT SPACE
BEFORE PRICING. HE 15
RESPONSIBLE FOR CHECKING FIEL
CONDITIONS AND
1�1MENSIONS FOR ACCURACY AND
ONFIRM THAT WORK IS
I-kALDABLE BEFORE SUBMITTING,B
D PRICE. HE IS TO
RfEPORT ANY DISCREPANCIES IMMEDIATELY
TO THE
ARCHITECT. THE LACK OF SPECIFI
INFORMATION OR A
DISCREPANCY WITH THE EXISTING
CONDITIONS SHALL NOT
O` 'RELIEVE THE CONTRACTOR OF ANY
RESPONSIBILITY.
3EN' .RAO NOTES ,
i
SCOPE OF WORK
PM: RJD / PC: JRR
EXISTING SATELLITE DISH TO BE
REMOVED. PROVIDE NEW
OUTSIDE COOLER AND CONCRETE
:-')LAB. PROVIDE BRICK
WALL SCREEN ON THREE SIDES OF
COOLER.
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