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, GENERAL NOTES ` "
° 1 LIVE LOADS USED IN DESIGN 6 CONCRETE 14 GENERAL � �
r
ti �• A ROOF 80 PSF A ALL CAST- IN-PLACE CONCRETE SHA_L BE MADE WITH TYPE I/Il PORTLAND CEMENT, A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS �'�`���
■ STONE AGGREGATE AND SHALL SAT ISFY THE FOLLOWING REQU IREMENTS GOLOUR�D GONGRETE �`
B ROOF SLOPE LESS < 4 12 100 PSF B VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
, CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO � AIR REQ ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS AND ' STEPS ��
C POOL DECK 100 PSF STAINLESS STEEL SPA REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY P,4VER5 ►N GROUT
FOUNDAT I ON WALLS 4000 ps i STD #5 E?�GI-i STEP
D PUBLIC SPACES 100 PSF SHOTCRETE FOR POOL WALLS C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER BED
2'-O"
AND FLOOR 4000 psi STD 0 50 ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS #� �4T I'-O" X
E IMPORTANCE FACTORS SLABS ON METAL DECK 4000 psi STD 0 50 - - - AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
CATEGORY I EXTERIOR CONCRETE (++) 4500 psi STD 0 45 6�-8� ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR • � � � ` � ' 2'-O"
SEISMIC FACTOR IE I SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC , REQUIRED FOR INSTALLATION OF � � � #3 AT I'-O" X '
SNOW FACTOR IS I ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". HIS ITEMS.
W I ND FACTOR I W I x x '�x ° �G�'•�.�-���^'.�s�i���
B CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE JOINTS D PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, :O:oao°°O:oo.° 0: "'
F WIND SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH X 3/16" MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS MISCELLANEOUS EMBEDDED Oo°a0�O0o°e0RO0oe � Q
=I I 111 I1=I f n.; • ,
3 SECOND GUST 90 MPH WIDE WITHIN 12 HOURS AFTER POURING CARRY ALL SLAB REINFORCEMENT THROUGH ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED , al[�111 �; ,pa a ° ° ;�
FASTEST MILE 85 MPH JOINT BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36 �-r�-' •o ° '� �a �+. �'
EXPOSURE B �,�IIIIII_�O —x—� x—x—x x—�x
C SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND 1M�OD EXPOSED TO EARTH � �'°p�' a ° a e� ooe°°O:oo. '°0°00. -
G L IVE LOADS ARE REDUCED PER CODE IF APPL ICABLE HOR IZONTAL PLANE ANY STOP IN CGNCRETE VIpRK MUST BE MADE AT TH IRD PO INT OF -1111��0 � ° e Oo ,�OOo°<�OOo°<� � �
SPAN W ITH VERT ICAL BULKHEADS ANG HOR IZONTAL SHEAR KEYS UNLESS OTHERW I SE F SUBM I T SHOP AND ERECT ION DRAW INGS TO ENG INEER FOR REV I EW OF ALL STRUCTURAL � '�n°0:oo. ' 0:oo•.°°0:oo°.°°2 I 1=111=111=111=111=111=111 '
H. CODE USED IN DES IGN INTERNAT IONAL BU ILD ING CODE, 2009 ED IT ION SHOWN ALL CONSTRUCT ION JO INTS SHALL BE AS DETA ILED OR AS REV IEWED BY THE STEEL AND METAL DECK THE MANUFACTUR ING OR FABR ICAT ION OF ANY ITEMS PR IOR �Oo e�OOo;,e�O0o ,�n1-11=111-111=T=��i-� �-���
ENG INEER TO WR ITTEN REV IEW OF SHOP DRAWINGS WILL BE ENT IRELY AT THE R ISK OF THE " � " ��'���II�`�I I i"
2 DEFERRED SUBMITTAL _ - _
CONTRACTOR 8" I'-4" -�� , � ,
D ALL CONCRETE 1M�RK AND REINFORCENENT DETAILING SHALL BE IN ACCORDANCE
A DEFERRED SUBMITTALS PER SECTION 1063 4 1 SHALL BE SUBMITTED TO THE BUILDING WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE G WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC , SHALL BE AS SHOWN ON THE �� �
OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS
CONCRETE WC�RK SHALL HAVE 3/4 INCH CHAMFER
B DEFERRED SUBMITTALS ARE H ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
1 STEEL SHOP DRAWINGS 7 REINFORCEMENT WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE Monroe & Newell
2 CONCRETE MIX DESIGN �� �� ` �� I 1
A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND I I �l I Engineers, Inc.
3. TESTING, INSPECTIONS AND OBSERVATIONS A615, GRADE 60 EXCEPT TIES, STIFRUPS ANO PLATE ANCHORS V�HICH SHALL BE ARCHITECTURAL DRAWINGS 3/4" = I'-O"
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60.
A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS Avon
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE B WELDED WIRE FABRIC SHALL CONFORN TO ASTM A185 GRADE 65 AND SHALL BE ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER P O Box1597
CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED LAPPED ONE FULL MESH AT SIDE ANC END SPLICES AND WIRED TOGETHER 70 Benchmark Road,Suite 204
INSPECT IONS BY THE GOVERN ING AUTHOR IT IES OR SERVE AS "SPEC IAL Avon,Coloiado 81620
(970)949-7768
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL C REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE. FAX(970)949-4054
BUILDING CODE 1 CONCRETE POURED AGAINST EARlH 3" EMAIL avon
�a monroe-newell com
2 CONCRETE POURED IN FORMS (EkPOSED TO WEATHER OR EARTH) 2° STONE GAP
B. THE FOLLOWING w1�RK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS 3 SHOTCRETE FOR POOL ( INCLUDI�G TIE BARS) Denver
SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL 4 SLABS AND WALLS (NOT EXPOSEC TO WEATHER) 3/4"
1 SO I L PREPARAT I ON 1701 Wynkoop Sueet,Su�te 200
a EARTHIM�RK EXCAVAT ION, PLACEMENT AND COMPACT ION OF F I LL AND IN-PLACE D RE INFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH �`�'�-#� Denver,Colorado 80202
DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED SECTIONS 7 5, 7 6 AND 7 7 OF ACI 318, LATEST EDITION
v HORIZONTP�L PAX(303)623-6602
REPORT #5 AT I'-4" EPDXY � e � EMAIL denver@monroe-newell com
2 CONCRETE CONSTRUCT ION E NO SPL ICES OF RE INFORCEMENT SHALL BE MADE EXCEPT AS DETA I LED OR DOW�L 8" DEEP I/2" 150L?�TION JOINT
a PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES, V�HERE PERMITTED, SHALL INTO EXISTINC� W,4LL
TENDONS AND PLACEMENT. BE A M IN IMUM OF 48 BAR D IAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED a STONE P?��/ER5 IN Frisco
b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX OTHERWISE. MAKE ALL BARS CONTINlOUS AROUND CORNERS. a aa
c CONT INUOUS INSPECT ION AT THE T IME FRESH CONCRETE IS SAMPLED TO MATGH EXISTINE� a GROUT BED 619 Main Street,Suite 7
WALL THIGKNE55 Fnsco,Colorado 80443
FABR IGATE SPEC IMENS FOR STRENGTH TESTS, PERFORM SLUMP AND A IR F. PLACE TVN� #5 (PER 8° TH ICKNESS) WITH 2'-0" PROJECT ION AROUND ALL OPEN INGS IN ` 4" SLAB-O -6RADE (970)668-3776
CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE CONCRETE WALLS, SLABS, AND BEAMS ALSO PROVIDE T1M� #5 X 4'-0" DIAGONALLY AT WITH 6X6 IXW2.1 W W. FAX(970)668-3789
d CONT INUOUS INSPECT ION OF CONCRETE AND SHOTCRETE PLACEMENT FOR EACH CORNER . � �a° EMAIL fnsco@inonroe-newell com
PROPER APPLICATION TECHNIQUES . . .
e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE 8 MASONRY � � ""•�i'
AND TECHN IQUES � ° x—x�xe °
3 STEE� CONSTRUCTION A ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF vo.0:oo•e°°O:oa•e°°O:oo (}4�����'�
a ALL WELD ING SHALL RECE IVE CONT INUOUS SPEC IAL INSPECT ION THE INTERNAT IONAL BU ILD ING CODE, OOo°.�OOo°.�OOo°.4. !•�:�' P S��'•:�"
EXCEPT THE FOLLOW ING ` II- f=11f `� � �'� `� �
1 WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN B CONCRETE BLOCK UN ITS SHALL CONFGRM TO ASTM C90, GRADE N. BR ICK SHALL EXISTINC-� FOUND?�TION III i I� �:;s„z�' �'C,�;'�r,,�w
ACCORDANCE WITH SECT ION 1704 3 FULF ILL ASTM C62, C216 OR C652 MORTAR SHALL BE ASTM C270 TYPE S OR M Wf�LL II�T L4X4X3/8 ?.SPH�4LT �:� '' �� y°
b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT �-� MASTIX PAIhIT�D 9U�;
DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, C MASONRY SHALL CONSIST OF CONCRElE BLOCK WITH A MINIMUM COMPRESSIVE WITH 3/4" � X 6" ' ' �
WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE ' ���� � } . ,.��,r
STRENGTH OF F m OF 1500 PS i BASD ON GROSS AREA Tr=� EXP/4NSION P�NGHOR �,�'s''•.,,_� �, s,+
VER I F I ED PR I OR TO THE START OF V�RK, PER IOD IC I NSPECT I ONS ARE EXISTINC-� STONE i ?�T 2-O ' �,y�
MADE OF WC�RK IN PROGRESS, AND A V ISUAL INSPECT ION OF ALL WELDS D ALL CMU WALLS REQU IRE A M IN IMUM OF 2-#5 IN BOND BEAM AT TOP �BOVE p`DD STONE ,� I� '�,.
IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP
WELDING E. FILL ALL VOIDS AND BLOCK CELLS �OLIDLY WITH ASTM C476 GROUT.
1 SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE
" 2 FLOOR AND ROOF DECK WELDING. 9 STRUCTURAL STEEL � � � � � �'� I �
� s 3 WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING � y,
MEMBERS SUCH AS STUDS AND JOISTS A ALL STRUCTURAL STEEL SHALL CONFGRM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 3/4" = I'-O"
. 4 WELDING OF STAIRS AND RAILING SYSTEMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH W
' c VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS SHALL CONFORM TO ASTM A53 AND TIBE COLUMNS TO ASTM A500, GRADE B, LATEST �
, AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED EDITIONS STEEL SUPPLIER MAY PRQVIDE ASTM A572, GRADE 50 AT HIS OPTION
d PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE MISCELLANEOUS EMBEDDED ITEMS SH�LL BE A36 STEEL �IREPIT
WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH � �
AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF B ALL STRUCTURAL BOLTS SHALL BE A;25N INSTALLED TO A MINIMUM SNUG TIGHT STONE GAP
' JOINT DETAILS AT EACH CONNECTION CONDITION ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED ' �
e VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS OTHERWISE. �
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND �
MANUFACTURER'S CERTIFIED MILL TEST REPORTS C. STRUCTURAL STEEL SHALL BE DETAIIED AND FABRICATED IN ACCORDANCE WITH THE - Q
f PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS LATEST PROVISIONS OF AISC "MANU�L OF STEEL CONSTRUCTION " r ,
FOR CONFORMANCE TO ASTM STANDARDS SPEC 1 F i ED IN THE APPROVED 6" GMU W,4LL GROUTED v
CONSTRUCT ION DOCUMENTS AND MANUFACTURER'S CERT I F ICATE OF D EXCEPT WHERE DETA ILED OTHER ISE, FABR ICATOR SHALL SELECT STEEL CONNECT IONS STONE �/ENEER WITFi #5 f�T z'-O" �
COMPL IANCE PER A ISC "MANUAL OF STEEL CONSTFUCT ION" (ASD), TABLE 11 -A AND/OR A ISC VERTIG�L P.ND (2)-#5 �
g CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) N IN BOND BE.4M AT TOP
STRENGTH BOLTS PERIODIC INSPECTION OF BEARING TYPE TO SUPPORT LOADS INDICATED ON TFE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT N I/2" ISOLATION JOINT � � �
CONNECTORS WITH HIGH STRENGTH BOLTS SHOWN, SELECT CONNECTION TO SUPFORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER
1 WH ILE THE 1MORK IS IN PROGRESS, THE SPEC IAL INSPECTOR SHALL A ISC "MANUAL OF STEEL CONSTRUCT ION" FOR EACH G IVEN BEAM AND SPAN 4" SLAB-ON PAVERS IN
DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND GRADE WITH GROUT BED �
PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 6X6 W21XWZ1 �
STANDARDS ARE MET FOR JOINTS REQUIRED TO BE TIGHTENED ONLY STANDARD QUALIFICATIONS TESTS A� OUTLINED IN AWS-D1 1 � 1„I1„1F [ ^ �
TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY , „ � �� �
VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER F MINIMUM WELDS TO BE PER AISC TAELE J2 4 BUT NOT LESS THAN 3/16" CONTINUOUS -
AND PROPERLY SNUGGED FILLET UNLESS NOTED OTHERWISE z—x— —x—x �
4 MASONRY CONSTRUCTION ° ° � �
a THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON- G PROVIDE TEMPORARY BRACING AND PFECAUTIONS NECESSARY TO COMPLY WITH ALL �G:•a�O°:oov °o�G�o"�°.�°•o" �
ESSENTIAL FACILITIES SHALL BE AS FOLL01N5 STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL •0•.oa�° O.00e o:oo< '�o.o<o � U
Oo°e���0o°e4��° <��Oo°o4��00°.�� �
1 FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL LOADS UNTIL ALL FIELD CONNECTIO�S ARE COMP�ETED AND PERMANENT LATERAL ^'o oo°°^'o;oo°°^' °e'o;oa° '^'o oo°
BE VER IF IED TO ENSURE COMPL IANCE SYSTEMS AND DECKS ARE IN PLACE poo,0,O0o°vO,O° ,OOo°<O,Opoo,O,
a PROPORTIONS OF SITE-PREPARED MORTAR, GROUT AND PRESTRESSING �
GROUT FOR BONDED TENDONS (PERIODICALLY) 10 METAL DECK � �
b PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR Q
JOINTS (PERIODICALLY) A UNLESS NOTED OTHERWISE, DECK SH�LL BE SHOP-PAINTED STEEL, SHALL BE OF ' J
c GROUT SPACE PR IOR TO GROUT ING (CONT INUOUSLY) THE TYPE CALLED FOR ON THE FRAM ING PLANS AND SHALL BE TWC� SPAN M IN IMUM EPDXY-DO EL 2" DEEP � �
d PLACEMENT OF GROUT (CONTINUOUSLY) WHERE POSSIBLE SINGLE SPAN DECK CONDITIONS SHALL BE SHORED DECK SUPPLIER INTO SLP�B �
2 THE INSPECT ION PROGRAM SHALL VER I FY SHA�L VER I FY COMPAT IB IL ITY OF H IS DECK F IN ISH WITH F IRE PROOF ING REQU IREMENTS. EXISTING SLP.B-ON J �
a S IZE AND LOCAT ION OF STRUCTURAL ELEMENTS (PER IOD ICALLY) METAL DEGK W/�TERPROOF �
b. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. (PERIODICALLY) B DECKING SHALL BE INSTALLED AND �LL OPENINGS IN DECK CUT AND REINFORCED IN MEMBR,4NE �
c PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS EXISTINC� STEEL �
40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES EXCEPT AS NOTED OTHERWISE. BEAM
F) (PER 100 ICALLY)
3 PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS C WELDING REQUIREMENTS SHALL BE A: FOLLOWS UNLESS NOTED OTHERWISE ON �� � � � �'� I �
AND/OR PRISMS SHALL BE OBSERVED (CONTINUOUSLY) DRAWINGS � �,
4 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE 1 ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8° 3/4" = I'-O"
CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE PUDDLE WELDS AT 6 ' (7 WELDS PER SHEET MINIMUM) �
VERIFIED (PERIODICALLY) 2 LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS (SIDELAPS) SHALL
BE WELDED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATIONS PER SPAN
4 FOUNDATIONS 3 ATTACH ROOF DECK TO BEAMS OF PLATES PARALLEL TO DECK WITH 5/8"
D IAMETER PUDDLE WELDS AT 12� ON CENTER � Date 05/18/2010
A THE ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS 2000 PSF THE 4 ATTACH FLOOR DECK TO EACH E�D SUPPORT AT 12 INCHES AND TO EACH STONE G�P
CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS NOTED IN THE SOILS REPORT BY INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH
HEPWt�RTH PAWLAK GEOTECHNICAL, INC , JOB NUMBER 110112A, DATED MAY 17, 5/8" DIAMETER PUDDLE WELD PROVIDE WELD WASHERS AS REQUIRED Drawn By AVN
2010 THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION EXCAVATION AND THE 5. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE
INSTALLATION OF FILL SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL FASTENED TOGETHER AT 36" MA�IMUM SPACING WITH 5/8° DIAMETER PUDDLE STONE �/ENEER
SOILS CAPACITY IS EQUAL TO OR GREATER THAN 2000 PSF WELDS FASTEN FLOOR DECK TQ PARALLEL AND PERIMETER BEAMS AT 12° oN - Checked By HS
�° CENTER. `9 6" GMU W/�LL GROUTED
B ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS Project No. 8194
W I TH #5 /�T Z'-O"
¢ ELEVATIONS SHALL BE VERIFIED IN THE FIELO WITH ACTUAL CONDITIONS BY THROUGH DECK m VERTIG?�L AND (2)-#5
° CONTRACTOR WITH APPROVAL OF SOILS ENG INEER AND ALL BOTTOMS OF FOOT INGS FINISH SLP�B IN BOND BEAM AT TOP
M SHALL BE A M IN IMUM OF 48" BELOW EXTER IOR GRADE 11 L IGHT GAGE FRAM ING PER /�RGH R@VISI011S
� I/z" ISOLP.TION JOINT
° C ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR A LIGHT-GAGE METAL FRAMING SHALL 3E THE SIZE AND GAGE SHOIM� ON THE
N PROPERLY COMPACTED BACKF ILL, APPROVED BY THE SOILS ENG INEER SOILS ENG INEER DRAWINGS 4" SLAB-ON P�4VER5 IN
N SHALL DETERM INE REQU IRED F ILL MATER IAL AND COMPACT ION REQU IREMENTS E�RADE WITFi GROUT BED
� B. FRAMING ROLLED FROM STEEL 18 GACE AND LIGHTER SHALL CONFORM TO ASTM A570, 6X6 W21XW21.
m D CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN LATEST EDITION, WITH A MINIMUM tiIELD STRESS OF 33,000 PSI w Y'iF
v VERTICAL LIFTS AS RECOMMENDED IN THE SOILS REPORT REFER TO SOILS REPORT ' ' < _, " � '�'
° FOR BACKFILL MATERIAL C. FRAMING ROLLED FROM STEEL 16 GACE AND HEAVIER SHALL CONFORM TO ASTM A570, � a °
� LATEST EDITION, WITH A MINIMUM 1IELD STRESS OF 50,000 PSI ` ax—x—x�_��—x=x ax—x �
� E CONTRACTOR TO PROV IDE, AT H IS EXPENSE, F IELD DENS ITY TESTS ON COMPACTED Oo.o .� .Oo e a� . o„a , Oo.> .� Oo.o .� . Oo.. .� Oo,,. ,� .
� F ILL UNDER FOOT INGS v�,u^,oov�,G,oov u.•o v vu^.•o ,v eu^,oov Gu^.•oov�,u.oav
D ALL V�RK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR O.00•o O.00a °�a .0•.00e O.00•e :0•:oo•e O,00•e
¢ L IGHT GAGE METAL FRAM ING Oo9,0,�O0o°e��O° o°va Oo°>O,�O,po9,0,�Q° po°vO,�O,0o�.0,�0°
V�'eV`O V�'eG O V U.•p V vU.p V oU.O V �'U•O V�'aG•�O V
� F NOT I FY SO I LS ENG INEER WHEN EXCAVAT ION 1 S COMPLETED SO THAT COND IT IONS MAY 0 e oo•e° 0.oa^e° °oa a 0•.oo e ' 0 e oo•�° °0:oo•�° 0.oo�°
o BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE 12 NON-SHRINK GROUT
Oo°v0,�Oo°e4�° o°<� Oo°s0,�Oo°e4 0° Oo°v0,�Oo°<4
m
>
, � G FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS A NON-SHRINK GROUT SHALL BE PROVI�ED
� 1 BETWEEN COLUMN BASES AND CO�CRETE SUPPORTS
� 5 SLAB ON GRADE 2. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS.
c� 3 GROUT SHALL BE COMPLETE AND HAVE A M IN IMUM COMPRESS IVE STRENGTH EPDXY-DO EL 2" DEEP
'G � A H PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.
I NTO SL,4B
� ¢ ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE THE EXISTINC-� SLAB-ON y.��RPROOF
w? CONTRACTOR SHALL D IRECT QUEST IONS REGARD ING THE SUBGRADE PREPARAT ION 13 NON-STRUCTURAL ELEMENTS METAL DEGK MEMBRANE
f = REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. � �
- � A ELEMENTS SUCH AS NON-BEARING PA�TITIONS, ETC ATTACHED TO AND/OR EXISTIN� STEEL
B MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND BEAM
°' TO BOTH THE SLAB AND OTHER PORTIONS OF THE STRUCTURE. ISOLATION DETAILS OTHER STRUCTURAL MOVEMENTS
> FOR WALLS, PIPING AND OTHER ITEMS MAY BE REQUIRED REFER TO THE APPROPRIATE
� DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR B. FIRE PROTECTION FOR ALL STRUCTUFAL PARTS SHALL BE PROVIDED AND SHALL MEET �� � � ` �'� I �
°' TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE ALL CODE REQUIREMENTS FOR THE TtiPE OF CONSTRUCTION SPECIFIED BY THE I I �
0° STRUCTURE ARCHITECTURAL DRAWINGS STRUCTUFAL STEEL MEMBERS SHALL BE CONSIDERED „ _ , „
a UNRESTRAINED UNLESS NOTED OTHERWISE 3/4 I -O
. � _ � ___ - � � � \
. l , ,., � � l 1
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�� - . � GAS LOAD TABL'E � - , Z � `° ��
' �' a �;
" ' EQUIPMENT , 0 INPUT NOTES � � +�
� �.
MBH �SL '
= B-1 201 14700 , , � (� s g � �`
- B-9 201� 14700 . �� � .
� � GEN-SET 565 3500 . , �r Z " "
- MAU-1 5Q8 50U , `� ��
, MAU-Z 508 500 � � � �
� MAU-3 463 700 '
MAU-4 432 500 �
MAU-5 ' 410 700 , � ' � �' '
LD IR HEAT 410 300 � _ �
LAUNDRY 307 205Q • ` � ' J � i'
BANQUET KRCHEN 215 t00Q � Q � a
� ` SHOW KITCHEN 423 1175 � � V � ��
" MAIN KRCHEN ' ' 432 675 � ��� a ��
GUEST ROOM FIREPLACES - 152Q � F' �.
, � FUTURE DWELLING UNITS 12. 9�3. 100 350 . _ . � W v W
. , , - ' TOTAL 42870 ' Z W
(U.6-21) � ��u''i ��
, � - � 200' ' �i
' 4' . PRS ' (350 MBH E57) W ��$
. - ` ��' � , FOR f�l?URE � � ;
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� SITE PLAN FOR REFERENCE ONLY, REFER
SCALE. �i4°= ��-o�� TO ARChITECTURAL DRAWINGS FOR � L I
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ACTUAL DIMENSIONS AND LAYOUT.
ELECTRICAL LEGEND, ABBREVIATIONS & GENERAL NOTES • �
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DISTRIBUTION / RACEWAY ABBREVIATIONS DEVICES ONE-LINE DIAGRAM SPECIFICATIONS: �
0
H OARD A AMPERES CEIL FLOOR WALL 3� TRANSFORMER (#=KVA) � � o
O SWITCHGEAR/SWITC B AC ABOVE COUNTER
� � rQ JUNCTION BOX TRANSFORMER WITH GROUND 1 01 REFERNCE STANDARDS � � �
� DISTRIBUTION PANELBOARD AFCI ARC-FAULT CIRCUIT INTERRUPTED �� � � � �-'
AF AMPERE FRAME, AMPERE FUSE i-Qc FACELESS GFI ^�` SECONDARY, KVA SIZE & A Comply with all published codes, specif�cations, standards, tests, or � N ,-, N �
� BRANCH CIRCUIT PANELBOARD AFF ABOVE FINISHED FLOOR = VOLTAGE RATIO AS NOTED. recommended methods of trade, industry or governmental � ,.d � � �
°� PULL BOX organizations, or local ut�l�t�es as they apply to work in this D�vision � 0 Q � �
❑T TRANSFORMER AFG ABOVE FINISHED GRADE a,
AIC AMPERES INTERRUPTING CAPACITY � MULTI OUTLET ASSEMBLY �, POTENTIAL TRANSFORMER as outlined below � U o� o
1 ADA - Amencans with Disabd�ties Act � �
� COMMUNICATION/DATA ANN ANNUNCIATOR � � � DUPLEX RECEPTACLE -�- CURRENT TRANSFORMER 2. ANSI - American National Standards Institute � � o � �
BACKBOARD A T A M P E R E T R I P U O N.C = C L O C K; GFI= � 3 ASTM - American Societ y of Testin g and Materials � � �
EXPOSED CONDUIT ATS AUTOMATIC TRANSFER SWITCH GROUND FAULT INTERRUPTING -- DISCONNECT SWITCH 4 IEEE - Inst�tute of Electrical and Electronics Engmeers � � � �
AWG AMERICAN WIRE GAUGE AC = ABOVE COUNTER -[II}- FUSE 5. IES - Illuminatmg Engineering Society. ''�"'r �
CONDUIT CONCEALED IN C CONDUIT
�� CAN CABLE TELEVISION � � � QUADRAPLEX RECEPTACLE 400A 3P 6 NEC - National Electrical Code � � �
WALL OR CEILING CB CIRCUIT BREAKER 350AF FUSED DISCONNECT SWITCH 3-POLE, 400 AMPERE 7. NECA - National Electrical Contractor s Association. .
EMERGENCY QUADRAPLEX RECEPTACLE 8 NEMA - National Electrical Manufacturer's Assoaation �' �t
CONDUIT CONCEALED IN CCN CLOSED CIRCUIT TELEVISION � � � -��� RATED SWITCH W/350 AMPERE RATED FUSE 9 NFPA - National Fire Protection Association. �'�'4
� � FLOOR OR DIRECT BURIED CS CONTROL STATION 10.OSHA - Occupational Safety and Health Act
DUPLEX RECEPTACLE,
UNDERGROUND E EXISTING � � � 400 3P 11 UL - Underwriters' Laboratories, Inc s
SPLIT WIRED SWITCHED 350AT DRAW OUT CIRCUIT BREAKER 400 AMPERE FRAME, 350 -- - -
� RACEWAY TURNED TOWARD EC EMPTY CONDUIT AMPERE TRIP 12 Locally adopted building codes and/or other buildmg codes specific ��: `
-" VIEWER EM EMERGENCY $ � � EMERGENCY DUPLEX RECEPTACLE �'�� to this jurisdiction
EMT ELECTRIC METALLIC TUBING SINGLE NEMA 5-20R RECEPTACLE UNLESS 13.Locally adopted electrical codes and/or other electrical codes
RACEWAY TURNED AWAY FROM � � � 30A 3P s ecific to this urisdiction. _
_� EP EXPLOSION PROOF SPECIAL CONFIGURATION NOTED � CIRCUIT BREAKER,30 AMPERE, 3-POLE p 1
VIEWER EPO EMERGENCY POWER OFF `° °" B Compliance with governmg codes and regulations shall be sub�ect to
� Q -� SPECIAL PURPOSE RECEPTACLE NEMA the following guidelines.
-� CAPPED CONDUIT ETR EMERGENCY TRANSFER RELAY � AUTOMATIC TRANSFER SWITCH -
BRANCH CIRCUIT HOMERUN EWC ELECTRIC WATER COOLER CONFIGURATION NOTED 1. Drawmgs and specificat�on requ�rements shall govern where they
-r FA FIRE ALARM 0 � METER exceed governmg code ond regulation requirements.
INDICATES 12AWG CONDUCTORS FACP FIRE ALARM CONTROL PANEL � ❑ 0 COMBINATION TELEPHONE/DATA OUTLET 2. Where requirements between governing codes and regulations vary, �
# � GROUND the more str�ngent shall apply
PH = PHASE CONDUCTOR, G GROUND
� G-GROUND, N-NEUTRAL, NO GND GROUND � � �-I COAXIAL CABLE OUTLET - 1 02 FIRE ALARM SYSTEM
c - - A The f�re alarm system shall be provided on a des�gn/bu�ld bas�s by
MARKS INDICATES 2#12&1#12G-1/2"C. GFI GROUND FAULT INTERRUPTOR � COMB POWER/COMMUNICATION G GENERATOR the Contractor. The Contractor shall engage the services of a
�-�- CABLE TRAY GFP GROU�D �ULT PROTECTOR QUTLET, FLUSH MOUNTED �
HOA HAND OFF AUTOMATIC � � state-licensed fire alarm manufacturer/installer to prepare all design
POWER POLE � � EQUIPMENT ENCLOSURE drawin s and calculations re uired for s stem a roval b the
IDF INTERMEDIATE DISTRIBUTION FRAME 0 9 q Y pP y
C UNDERGROUND COMMUNICATION IG ISOLATED GROUND � 0 FURNITURE FEED - COMMUNICATION, � authority having Jurisdiction Submit all plans and provide all permits � �� U
DUCTBANK IMC INTERMEDIATE METAL CONDUIT FLUSH MOUNT SERVICE WEATHERHEAD required for a complete and operable approved fire alarm system. F�re J
Isc SHORT CIRCUIT CURRENT alarm is not necesspr�ly a part of this scope - check with AHJ. � J
E UNDERGROUND ELECTRICAL DUCTBANK FURNITURE FEED - POWER, �- SHORT CIRCUIT CURRENT 1 03 EXISTING CONDITIONS
KAIC KILO-AMPERES INTERRUPTING CAPACITY � � Isc � °' �
KCMIL THOUSAND CIRCULAR MILLIMETERS FLUSH MOUNT AVAILABLE AT POINT INDICATED A Verification Before starting work, become thoroughly familiar with Z � o
actual existin conditions and the resent installations to which a� "•
GENERAL NOTES: MAX MAXIMUM SINGLE POLE SWITCH, P�M POWER QUALITY METER connections must be made or wh�ch must be altered �W Q � �
MCB MAIN CIRCUIT BREAKER �o UON SUBSCRIPT v 6 Connections to Existin Work: Install new work and connect to existing W � o � �
M C C M O T O R C O N T R O L C E N T E R INDICATES SWITCHING LEG O V O L T M E T E R 9
1. N O T A L L S Y M B O L S S H O W N A R E U S E D I N T H E S E D R A W I N G S M C M T H O U S A N D C I R C U L A R M I L L I M E T E R S work with minimum interference to existing facilities Mamtain ? ry � N _°-'
MDF MAIN DISTRIBUTION FRAME $2 TWO-POLE SWI T C H
A Q AMMETER continuous o peration of existin g facdities as re quired with necessary p y o ,f, �
2 PROVIDE NEW FIRE ALARM DEVICES AND OR RELOCATE EXISTING MTD MOUNTED temporary connections between new and ex�sting work Connect new Z � L rn �,
� �3 THREE-WAY SWITCH vs VOLTMETER SELECTOR SWITCH work to existing work in neat and acceptable manner. Restore W o > M 3
F I R E A L A RM DEVICES AS RE QUIRED FOR NEW CONSTRUCTION BY M D C MAIN DISTRIBUTION CENTER v existinq disturbed wor k to ongina l con di tion inc lu ding main tenonce of � � 0 3
� FouR wnv wiTCN � A M M E T E R S E L E C T O R S W I I G H w�r i n q c o n t i n u�t y a s r e q u i r e d
L O C A L C O U t S [.U N N t(.I I U L i UI L UIN� tlKt ALAKM STSTEM M I N M I NIMUM 4 as °v�' c� % s
MLO MAIN LUGS ONLY � DIMMER SWITCH
3 FOR EACH COM�IUNICATIONS DEVICE BOX SHOWN, EXTEND 3/4" N E C N A T I O N A L E L E C T R I C C O D E ° -rvss T R A N S I E N T V O L T A G E S U R G E C. Removal and Relocation of Existmg Work
CONDUIT UP TO TERMINATE IN ACCESSIBLE CEILING N NEW �P PILOT LIGHT SWITCH SUPRESSOR 1. Disconnect and remove or relocate any electrical equipment
NIC NOT IN CONTRACT and/or devices required by removal or changes in existing
NL NIGHT LIGHT �K KEY OPERATED SWITCH GROUND FAULT CIRCUIT construction
NC NORMALLY CLOSED �F� INTERRUPTER 2. Remove conductors from existing raceways to be reused and
NO NORMALLY OPEN � LOW VOLTAGE SWITCH
�� replace with new conductors
NTS NOT TO SCALE �M MOTOR SWITCH �1- SHUNT TRIP 3. Remove existing conductors no longer used. Remove raceways m
OC ON CENTER all cases except where the removal of the raceway would cause
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED MISCELLANEOUS --� �- CONTACT damage to existing construction. Cap and mark as °Abandoned"
OF01 OWNER FURNISHED, OWNER INSTALLED ony unused raceways to rema�n
� PP POWER PACK 4 Cut and cap abandoned floor raceways flush with concrete floor
RGS RIGID STEEL BOLD LINES INDICATE NEW OR RELOCATED EQUIPMENT �r OVERLOAD HEATER or behind walls and ceilings.
RL RELOCATE C ) RELOCATED EQUIPMENT MAY INCLUDE °RL" 5. Dispose of all removed raceways and wire.
CIRCUIT SCHEDULE 6_ Dispose of removed electrical eqwpment, lighting fixtures, and
- RM REMOVE O devices as directed �.0 3 �
RMS ROOT MEAN SQUARE 7. Cut and patch existing construction as required. All patching shall "
SB STANDBY LIGHT LINES INDICATE EXISTING EQUIPMENT TO � SHORT CIRCUIT CURRENT KEY P 9 e
be of the same matenals, fmish, and workmanshi as the existin �
SC SPLIT CIRCUIT C > REMAIN
SDP SUB-DISTRIBUTION PANEL area and shall accurately match all surrounding work to the �
• ST SHUNT TRIP LIGHTING satisfaction of the project manager. y, ;
DASHED LIGHT LINES INDICATE EQUIPMENT TO I HTING DESIGNER'S DRAWINGS FOR 1 04 INSTALLATION Q �,,�����.
PANEL RIB SYM SYMMETRICAL BE DE OLISHED OR REMOVED NOTE REFER TO LG A General Requirements
TP TAMPER PROOF C-----> °oso�w v
F�FRONt 75 M1 B VIA 75 KVA XFMR VOLTAGE 208/120 PAN�NOTES DESCRIPTION KEY��x)� DEFINITION OF ADDITIONAL SYMBOLS LD DRAWINGS NOT � '� SS �+�
E 3 (E�=IXISTINGCBAt�DLOAD NSS TRANSIENT VOLTAGE SURGE SUPPRESSION SUBMITTED AS PART OF THE PERMIT PACKAGE; ALL 1. The contract drawings indicate the general arrangements for the N �OP�Ip1.E
LOCATION ROOMXXX PI-w�s o electrical systems. Pr�or to �nstallat�on, contractor shall review W
N -PEW CB AND LOAD TYP TYPICAL RELEVENT ELECTRICAL INFORMATION HAS BEEN the complete set of construction documents for conflicts with Z
aic �ok w� a ( )- �-////1 CROSS HATCHING THROUGH EXISTING EQUIPMENT
UON UNLESS OTHERWISE NOTED TRANSCRIBED TO THE ELECTRICAL SET OF PERMIT PLANS. other trades. Drawings are diagrammatic and do not indicate all �
BVCLOSURE NHNA 1 BUS ANPAGTY 225A (111�=N10DIFI�LOAD ON IXISTING CB / /J INDICATES EQUIPMENT TO BE DEMOLISHED OR REMOVED Z
MOUNTIVG SURFACE T�N�JATIOt�t 225A MCB (R)=LOAD Fi9VI0V�,CB BECONES SPARE V VOLTS
S�B�OWFORLOADTYPE VFD VARIABLE FREQUENCY DRIVE UPPER-CASE LETTER ADJACENT TO LUMINAIRE INDICATES obstructions, offsets, mechanical duct or piping con ic s, or �,,,
q<7 LOAD qcratz��t ctcTS�� LOAD WP WEATHERPROOF -- LUMINAIRE NPE. LOWER-CASE LETTER ADJACENT TO structural conditions that may affect the installation Due to
Np pESC�noN No� vA N� P A Pw�sE A P 7Y� vA �vo� oESCw�nON i�0 XFMR TRANSFORMER ( > EQUIPMENT ENCLOSURE LUMINAIRE INDICATES SWITCHING LEG these or other legitimate reasons, the contractor may decide to
1 REC�TROOM412 360 R 1 20 A 20 1 R 720 �iCORRIDOR(� 2 �nstall the work indicated in a manner different from that shown.
�� � DOWNLIGHT Z. Contractor shall be responsible for all anchors, supports, and
3 REC.�TROOM414(� 3so R 1 20 B 20 1 R 72o REC�TRMS405,4os,4o�(� 4 Q1 KEYED NOTE REFERENCE connections of electrical work to the building structure, including N
5 POW�'t.R�AY CONTROL(� 50o N 1 20 C 20 1 R 72o REC�'TROOM404(� 6 0 EM DOWNLIGHT manufactured equipment and the connection and integrity of shop �
�000 � � 2o A 20 1 R 72o REC�TROOM4Q4(� s EQ SCHEDULE EQUIPMENT REFERENCE fabricated and field fabncated materials and equipment. All N
� ��� p������j � �� WALLWASHER supports, equipment, and connections shall be designed to conform (�'� � M
9 SPA TREADNLL(E� 800 N 1 20 B 20 1 R 720 REC�T ROOM 403(� 10
DN
11 SPA TREADMILL(E� 800 N 1 20 C 20 1 R 720 �'f ROOM401 (� 12 to requirements of the goverrnng codes and authority having
13 SPA TFiFADIV�L 800 N 1 20 A 20 1 R 720 REC�f LOBBY(� 14 Q PENDANT �"�' W �
(� �unsdiction
15 SPA TREADNLL(� 800 N � 2o B 20 � R 720 �TLOBBY(� �s Q-� ADJUSTABLE DOWNLIGHT B R a c e w a y s, W�r e, a n d C a b l e s � � r
�� �•�o�C7RqcEC(� Soo N 1 2o c 20 1 R 720 �c�r�e�ww�(� 1s � WALL MOUNTED FIXTURE 1. Routing of raceway systems as shown is diagrammatic Actual O � �
19 NoRaCTRACK(� 80o N 1 2o A 20 1 R 720 �TLOBBY(E� 20 location and routing of all raceways shall be determined by O
2� Np�c�,qc(� 80o N � 2o B 20 � R 72o REC�TLOBBY(� 22 0 PENDANT MOUNTED INDIRECT contractor to suit field conditions (,r� C/�
23 SPA BII�(� 80o N � 2o C 20 1 H �o5s FCU-4B5/4B6(� 24 PANEL POOL WALL MOUNTED FLUORESCENT 2. Raceways shall be installed concealed, except m areas out of W ,� V
25 SPA BIKE(� 800 N 1 20 A 20 1 M 696 RECENNG DOCK NORTH DOOFt(E� 26 ��p� p�T BD SB1 VOLTAGE 208/120 PAN�NOTES DESCRIP110fd KEY'(X)' � FIXTU RE
2� SPAN 50o N 1 2o B 20 1 M sss �/NGDOCKSOUTHDOOFt(� 28 public wew, equipment rooms, and other similar areas, or w ere � ,�
(� LoCAT1oN POOL Ec1UP RM PI-w�SE 3 (�=IXISTNG CB AND LOAD conditions render concealment mpractical Where exposed, install
29 SPA N(� 500 N 1 2o C 20 1 SPARE(� 30 •o TRACK LIGHTING parallel with or at right angles to walls Where installed in W J
1320 H 1 20 A 20 1 SPARE(� AIC 10k WIRE 4 (I�=WEW CB AND LOAD
31 FC1�461/4B2(E� 32 BVCLOSURE N81M 1 BUS ANPACRY 400A (IV�=N10DIFl�LOAD ON DCISTING CB masonry, run vertically only
33 r�o�c7Fwac(� 80o N � 2o B 20 � H �o5s FCl�4B3/4B4(E� � MpuMNG Su�qc� T�2�IqTlp►� 400A NLO (R)=LOAD RBVIOV�,CB 6ECONES SPARE � 2x4 FLUORESCENT FIXTURE 3. EMT shall be permitted for use with feeders and branch circuits, �/ � Q
35 NORDICTRAqC(� 800 N 1 20 C 20 1 SPARE 3 6 S�BH.OWFORLOADTYPE a n d m a y b e i n s t a l l e d i n w e t l o c a ti on s (above grade�, d ry �
3� Np�c�qqc(� soo N � 2o A 20 1 SPARE(� 38 � LOAD CtcrB�,�t cfc7B�4�t LOAD � 2x2 FLUORESCENT FIXTURE locations, walls, hung ceil�ngs, hollow block walls, and furred �..�..� N Z
39 UF�4B1/462(� 1500 H 1 20 B 20 1 L 1000 HEALTH CLUB 442(� 40
s oces �
41 CUF�4B1 (E� 1500 H 1 20 C 20 1 L 1000 HEALTH CLUB 442(� 42 � ���N �� VA TYPE P A RiASE A P TYPE VA NOTE DESCRFfION NO P
� ppo�cP-� (t� �000 M 2 2o A 20 1 R 3so RE(�iPOOLEQUPROOM(� 2 � lx4 FLUORESCENT FIXTURE 4. Where allowed by code, MC cable may be installed Where � �
43 �g�qi��,p��(� 180 R 1 20 A 20 1 L 500 LTG F9 ST�(� RE� 4
q� mult�ple cables are routed ad�acent to each other (bundled), a � �
45 �Tg Lp,1�DSGqp�IVG(� 180 R 1 20 B 20 1 L 501 POOL AREA LIGHIING(IV� 46 3 � 1000 M / / B 30 2 M 1250 POOL FR1 (1�
47 REC�TS LAI�,SCARNG(� 180 R 1 20 C ZO 1 L 500 LTG S8 8 F9(� 48
5 AUTd-FLL CONTROLS(N� 1500 N 1 2o C / / M 1250 / 6 O 1 x2 FLUORESCENT FIXTURE minimum separation of one (1) cable diameter (largest) sholl be � Q
4g �g�p,��p���� 180 R 1 20 A 20 1 L 500 LTG S6&F9(� 50 � T���TROLS�fV� 1500 N 1 20 A 20 2 M 832 GFCI SPA 3-CR1 (f� 8 maintained throughout the length of the run, otherwise Controctor
�,r�scApEREC�rAC��.S 52 9 ������M GFCI �500 L 1 2o B / � M s32 � �o F---o-i FLUORESCENT STRIP LIGHT- shall be responsible for derating cables as required by code. �
5� �c�r'S t�wsC�p�(� 3so R 1 2o c 30 2 nn 1250 SPA 3-JR1 (1� LENGTH AS SHOWN ON DRAWING �
180 R 1 20 B 20 1 R 180 (�
53 �TSLANDSCAPING(� 180 R 1 20 C 20 1 R 180 LAt�DSCAPEREC�TACLES(IV� �q 11 RE(�TACLE(� 12 Plastic cable ties shall not be used as means of support
55 SPARE(R) 1 20 A 20 1 R 180 LANDSCAPERECEFfACL6(IU� 56 13 SPA LIGHTS(1� GFp 1000 L 1 20 A / / M 1250 / �4 WALL MOUNTED FLUORESCENT C Outlet and Pull Boxes Z N
57 SPARE(R) 1 20 B 20 1 L 1000 LANDSCAPECBVTRAL(� 58 15 D(HAUSTFAN(� 528 M 1 20 B 20 2 SPARE(R) 16 �� STRIP LIGHT 1. Set boxes square and true with budding finish W
59 �s u��SC,Ap�vG(� �8o R � 2o c 20 � � �00o var�SCr4�cevr��(� so �� SPA LIGHTS(1� GFq 50o L 1 2o c / / / 18 � � SHADING INDICATES UNSWITCHED 2• Secure to buildmg structure by adjustable strap irons or grout in �
61 �TS LAI�DSCAPING(� 180 R 1 20 A 20 1 SPARETO.�BOX 160 LEV�(� 62 19 SPA 2 CR1 (N) GFq 832 M 2 20 A 20 2 H 1000 AG160 CONM ROOM(� 20 NIGHT LIGHT AND/OR EMERGENCY with masonry
63 �TSLAPDSCAPING(� 180 R 1 20 B 20 1 L 1000 P�OF2TECOCHH�ES8ALTG(� 64 21 � 832 M / / B / / H 1000 / 22 H--�� CIRCUIT 3. Verify outlet locations in fmished spaces with architectural drawings
65 REC�iSLAhDSCAPING(Ej 180 R 1 20 C 20 1 SPARE(� 66 23 SPA2-JR1 (1� 1768 M 2 30 C 20 1 H 1500 UNTI-EA'T�t(� 24 of interior details and finishes
67 �g�p,�Gqp���� 180 R 1 20 A ZO 1 SPARE(� s$ 25 / _ GFq 8328 M 2 2p B ?� ? M �� GFq SPA4-CP-1 (N) 28 � SHADN GMNDICATESEFAC(S) 4. ContractorPhall be jesponsible for correct s�ze and installat�on of
69 RE(�TS LAI�DSCAPING(� 180 R 1 20 B 20 1 SPARE(� 2 M / / C 30 2 M 1250 SPA 4-JR1 (t� 30 r ` all outlet, ull, and unct�on boxes in accordance w�th NEC 314 16_
70 27 SPA 1 C�-1 (M
71 �TSLA�DSCAPING(� 180 R 1 20 C 20 1 SPARE(� 72 29 � 83 ARROW�S� AS INDICATED D. Luminaires
1 2o A 20 1 SPARE 74 31 SPA 1-JR1 (f� 1768 M 2 3o A / / M 1250 / 32 �� WALL MOUNTED EXIT SIGN 1. Refer to architecturol reflected ceilmg plon(s) for exact location of J
73 �iS LAPDSCAPWG(� 180 R ��
75 �rg�q�SC�pr�(� 18o R � 2o B 20 1 SPARE(E) �s 33 / �7s8 M / � s 20 1 N �25o CI-BUIf'.AL CONTROLL�tS(lu� 34 SHADING INDICATES FACE(S) all ce�ling-mounted lighting fixtures Architectural draw�ngs s a �
77 SPARE(R) 1 20 C 20 1 SPARE(� 78 35 LEVB.L"A"GALL�tYD00RHOLD(� 20o N 1 20 C 20 1 N 500 GFq qtORNEF�RINPS(nRj 36 ARROW(S) AS INDICATED govern in case of conflict with Electrical lighting drawings
Y 2. Verify type of mounting required for all luminaires and provide all �
79 SPARE(R) 1 20 A 20 1 L 1000 MBV-WOMBV(E� gp 37 SPARE(� 1 20 A 20 1 N 500 GFq AqD F�RJ�IPS(IV�j 38 �
81 SPARE(R) 1 2o B 20 1 SPARE(� 82 39 SPARE(E� 1 20 B 20 1 SPARE(� 40 EMERGENCY LIGHTING UNIT mounting hardware as required for a complete installation.
83 SPA(� 100o L 1 2o C 20 1 SPARE(� 84 41 SPARE(� 1 2o C 20 1 SPARE(� 42 � COMBINATION EXIT SIGN� 3. All ad�ustable luminaires shall be properly aimed as directed by O
the Arch�tect.
EMERGENCY LIGHTING UNIT E Penetrat�on of F�re-Rated Construction
NEC LOAD CALCULATIONS CONPECT�(kVA) D9NIAND(kVA) NEC LOAD CALCULATIONS . COMECT�(kVA) ���(�A)
LOADTYPE A B C TOTAL A B C TOTAL LOADTYPE A B C TOTAL A B C TOTAL � POLE MOUNTED FfXTURE 1. A11 penetrations of fire-resistive floors or shaft walls shall be � Q �
LIGHTWG TYPE"L" 3 0 3 5 3 5 10 0 1 25 3 8 4 4 4 4 12 5 LIGHTNG(TYPE"L") 1 0 1 5 0 5 3 0 1 25 1 3 1 9 0 6 3 8 protected by materials and installation details that conform to U L �
� � � BOLLARD TYPE FIXTURE W W Q �
REC�TACLE(TYPE"R') 4 3 4 3 3 2 11 9 1 00 3 3 3 3 3 2 10 0 REC�TACLE(IYPE"a') 0 4 0 0 0 4 0 7 1 Oa 0 4 0 0 0 4 0 7 listing for "Through-Penetrat�on Fire Stop Systems".
�T L�AD>10KVA u ou u a o 5 0 0 o s RECff'T LOAD>10kVA 0 50 0 0 0 0 0 0 0 0 g FLOOD LIG HT F. Fire Alarm System � Q � � �
FNAC(TYPE"H') 1 3 2 6 2 6 6 4 1 00 1 3 2 6 2 6 6 4 FNAC(TYPE"H') 1 0 1 0 1 5 3 5 1 00 1 0 1 0 1 5 3 5 1. /�II new fTre alarm systam devices (if any) shnll ha �nnnPrtarl tn � �
MOTORS(TYPE"M') 0 7 0 7 0 0 1 4 100 0� 0 7 0 0 1 4 MoTORS(TYPE"M') 9 5 7 9 6 4 23 8 100 9 5 7 9 6 4 23 8 o STEP LIGHT the existing base building fire alarm system where applicable � O J J Q
" CONTNUOUS nAOTOR(TYPE"CM') 0 0 0 0 0 0 0 0 1 25 0 0 0 0 0 0 0 o CoN7TlUOUS MOTOR(TYPE"CM') o 0 0 0 0 0 0 0 1 25 0 0 0 0 0 0 0 o New devices must be from the same manufacturer os the existing
' 0 00 00 00 065 00 00 00 00 KfTCHBVLOADS(TYPE"fC') 00 00 00 00 065 00 00 00 00 system � � O \
KffqiBd LOADS(TYPE"FC') 0
" NOPF-COMMIOUS LOAD6(TYPE"H') 3 2 3 7 4 2 11 1 1 00 3 2 3 7 4 2 11 1 NOt�FCOMMJOUS LOADS(TYPE"H') 2 0 1 3 2 2 5 5 1 00 2 0 1 3 2 2 5 5 CEILING FAN 2. Upon completion of installation of fire alarm system wiring and r
, NONCOINqDB�TAL(TYPE"NC') 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 devices, a performance test of ent�re fire alarm system shall be � W O �
NONCONCDB�(TAL(TYPE"NC') 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 P y g � ^ � Q
a�v A T O�s(N�"a") o 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 �EVATORS(n��°a") o 0 0 0 0 0 0 0 � o0 0 0 0 0 0 0 0 o Q PHOTOELECTRIC erformed to the sat�sfact�on of the authorit hav�n ur�sd�ct�on � �
LARGEST MOTOR 0 7 0 0 0 0 0 7 0 25 0 2 0 0 0 0 0 2 L A R G E S T M O T O R 1 8 0 0 1 8 3 5 0 2 5 0 4 0 0 0 4 0 9 C E L L S E N S O R 3 F i r e A l a r m S y s t e m s h a l l b e d e s i g n e d and installed in a �i' �
TOTAL DBNAND(kVA) 12 8 15 2 14 4 42.5 TOTAL DBuIAND(kVA) 141 12 0 11 0 38.1 des�gn-build rnanner. Electr�cal Contractor shall coordinate with Fire
SPARE(kVA) 12 2 9 8 10 6 32 5 SPARE(kVA) 33 9 36 0 37 0 106 0 os CEILING MOUNTED Alarm Vendor for electrical requirements
TOTAL(A/PI-� 106 6 126 3 119 8 118.1 TOTAL(A/PI-� 117 9 100 0 92 0 105.6 OCCUPANCY SENSOR G Wiring �
SPARE(A/PF� 101 7 82 1 88 6 ` SPARE(A/PI-q 282 2 300 0 308 0 1 All cable and wire shall be plenum rated when locoted in spaces �� �
designated my mechan�cal code as "Plenums". /� `
\`
NOTE TOTAL EXISTING LOADS OF APPROXIMATELY 3 KW HAVE BEEN REMOVED, WITH ONLY 1 KW OF NEW NOTE: THE TOTAL EXISTING LOADS IN PANEL "POOL" EQUAL ABOUT 55 KW PRIOR TO THIS REMODEL. THERE W ' O
� > �'bi��9� �'a ��$:
LOADS ADDED THERE IS A NET OVERALL LOAD REDUCTION ON THIS PANEL. IS AN OVERALL NEf LOAD REDUCTION AS PART OF THIS REMODEL WORK PANEL � y��'����� ��,�'+s�;j`_��' '
R1B W ��������t;���;� ����������
PANEL SCHEDULES � ����' � � � �
2 NO SCALE � �
PAN EL REVISIONS: �/
POOL
75 KVA
PANEL
M1B
SCALE: AS SHOWN
( 400A/3P ( 40oA/3P ORIGINAL ISSUE DATE: MAY 17, 2010
GLE PROJECT N0: GLE-1051
-
SWITCHBOARD SB2 4000A, 480Y/277V SWITCHBOARD SB1 3000A, 208Y/120V ELECTRICAL
NOTE. ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN AND IS FOR REFERENCE ONLY THERE ARE NO CHANGES TO ANY ELECTRICAL EQUIPMENT AS SCHEDULES AND
PANELSFUTILIZED�INETHS REMODEL ARE�WITHIN 150XIOFI THE NEIW AND EXS NGF OIADS CAPACIlY TO ACCOMMODATE ANY NEW LOADS ADDED ALL GENERAL INFO
, � PARTIAL 1 -LINE DIAGRAMS � �
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Section 4:Requirernents C�ecklist
�w� R1B (1/2", 2#12, 1#12 GND . CIRCUIT HOMERUN IS EXISTING J
�1 ��������������������� (DEMO'ED AS PART OF THIS REMODEL). INTERCEPT AND EXTEND
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re�
� 2 RECEPTACLE CIRCUIT ROUTED THROUGH EXISTING EX
�� ������ffi��a������ LIGHTING RELAY CONTROL PANEL PRIOR TO HOMERUN TO CIRCUIT
SHOWN (1/2 , 2�12, 1#12 GND) CIRCUIT HOMERUN IS EXISTING = J Q p �
�7n� �,ort cac�nsnsna a1e�}ect�m� t�eport c�asnana � W Q �
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EXISTING HOMERUN TQ NEW DEVICE. Q Q a � m
� IECC COMPLIANCE DOCUMENT N Q J J O
Q
- 3 NO SCALE
0 3 ALL EXISTING WALL SCONCES TO REMAIN (ON EXISTING W � > _i
� EMERGENCY CIRCUIT). J � 0 � Q
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GENERAL NOTES: J
1. PANEL R1 B IS APPROXIMATELY 100' FROM POOL AREA, �
JUST OUTSIDE OF THE BOUNDARY OF THE AREA Q
SURROUNDING THE REMODEL AREA AS SHOWN � �
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IXTERIOR LUMINAIRES W
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TYPE DESCRIPTION LAMPS VOLTAMPS MANUFACTURER CATALOG NO-HOUSING CATALOG NO -TRIM ��'��NOTE CAT NO -XFMR/POWER SUPPLY VOLTAGE RECESS MOUNTING REMARKS QUANTITY �
REVISIONS:
SINGLE HEAD HALOGEN ACCENT LIGHT,WALL MOUNTED, LUMINERE
EM1 ADJUSTABLE,BRONZE,INTEGRAL 12VTRANSFORMER, 1-50W MR16 FL 50 WINONAWINSCAPE 903-37MR16-BZ-37EXN NA INTEGRAL MAG INTEGRAL 12 WALL
WET LABEL KIM LANDSCAPE
IN-GRADE HALOGEN ACCENT,SWIVEL STEM MOUNTED, �_20W MR16(LAMP DIST LUMINERE LUMIERE T56 300VA-1 PER 8 PROVIDE WP
G� REMOTE TRANSFORMER,3 INTERNAL ACCESSORY VARIES) 2� WINONAWINSCAPE 204-37MR16-12-BZ-LVR NA REMOTE E LUMINAIRES 12 IN GRADE ENCLOSURE
CAPACITY,WET LABEL KIM LANDSCAPE FOR XFMR
SUSPENDED DECORATIVE COPPER PENDANT,HALOGEN, HADCO HADCO ELECTRONIC 150WMAXOR
P1 WET LABEL,4 5"H X4"2,1 15L6 1-27W S-8 BAYONET 27 GAHL1-AC NA REMOTE E EQU� 12 SUSPEND _
68"AMBER LED LINEAR,40DEG BEAM,FROSTED LENS, LIGHTIMLD INTEGRAL (I AM VERIFYING THIS MAY BE
W1 WET LABLE,ADJUSTABLE BRACKET LED 3W/LF COLOR KINETICS LV�F-PLIN-Ar68-AM NA INTEGRAL PS REMOTE,SEPARATE ORDER) 24 W�� SCALE: AS SHOWN
ORIGINAL ISSUE DATE: MAY 17, 2010
3 5"DIAROUND HALOGEN STEPLIGHT,SEMI-RECESSED, LUMIERE
W2 EYELID,BRONZE,1 75"EXTENSION,REMOTE 13W T5 BIPIN 13 1203-INC13-12-BZ NA REMOTE E LUMIERE T65-1 PER 4 LUMS 12 WALL GLE PROJECT N0: GLE-1051
TRANSFORMER
30 STRAND FROSTED FIBER OPTIC CABLE,FLAT BACK, FSSB-6004 ILLUMINATOR-TRK BBW50 E LECTRI CAL
W3 SIDE EMITTING,TRACK MOUNTED,150W CMH 150 CMH-INCLUDED 150 FIBERSTARS POOL ALL COMPONENTS FOR A NA NA NA 120 SPECIAL
ILLUMINATORS WITH 4 FU�D POSITION COLOR WHEET COMPLETE SYSTEM LIGHTI NG PLAN
EXISTING SCONCE TO REMAIN
EX1 70W CMH
� 2 LUMINAIRE SCHEDULE �
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ENLARGED POOL E UIPMENT ROOM POWER PLAN OVERALL POWER PLAN � �
Q �
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2 SCALE: 1/4" = 1 '-0" SCALE: 1/8" = 1 '-0" � V
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NOTE: POOL EQUIPMENT ROOM IS LOCATED TWO LEVELS BELOW, Z N
SHOWN ON SAME FLOOR PLAN FOR REFERENCE TO REFLECT �
DISTANCE FROM POOL AREA. "
KEYED NOTES:
�1 ALL POWER CONNECTIONS ALONG THE EAST WALL INSIDE THE
POOL EQUIPMENT ROOM TO BE REMOVED EXISTING "AS-BUILTS"
ARE INCORRECT, FIELD VERIFY ALL CIRCUITS TO BE REMOVED OR �
RE-USED AND UPDATE PANELS ACCORDINGLY. W
02 EXISTING GENERAL PURPOSE CONVENIENCE RECEPTACLES IN POOL �
EQUIPMENT ROOM TO REMAIN. O
�3 PROVIDE 3/4" EC TO ACCESSIBLE CEILING INSIDE THE BUILDING = J Q � �
AT A LOCATION CLOSEST TO THE NEAREST EXISTING IDF ROOM W W Q �O
�ICLD VCRIfY LOCATION. � � � � �
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REVISIONS:
SCALE: AS SHOWN
ORIGINAL ISSUE DATE: MAY 17, 2010
GLE PROJECT N0: GLE-1051
ELECTRICAL
POWER PLAN
:
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