HomeMy WebLinkAboutPRJ07-0004 B07-0166.PDF NON—EXPANSIVE EXPANSIVE EXPANSIVE GENERAL NOTES OWNER
TABLE SOII 501L SOIL FlNISH BOND BEAM W/ (4) #3
' NO. � EQUIVALENT EQUVALENT EQUIVALENT GRADE BARS PER TABLE NO 1 & � TM�S STANDARD STRUCIURAL PUW MUST BE ACCOIAPANIED BYA CLEAR PLOT PUN SHOWING �,KEEP SHOTCREiE(GUNITE)DAMP CONiINUWSLY FOR 14 DAYS AFfER INSTALLATION
APPROVED SEALANT RECOMMENDED FLUID PRESSURE FLUID PRESSURE FLUID PRESSURE POOL&OR SPA SHAPE,DEPiH AND DISTANCE TO PROPQtiY INE,SLOPES AND SiF2UC1URES. �, DO NOT iURN ON IJGHT MMEN POOL IS EIAPTY
REQUIRm W�EXPANSIVE SOIL = 30 P.C.F. _ � P.C.F. = 50 P.C.F. DETAIL #12 2 REPRESE�ITAiIVES OF POOL ENqNEERIN6 INC.HAVE NOT INSPE(1ED 1HE S1E dc ARE RELYING ON 3 DO NOT USE BU1CK RU88ER HOSE WHEN FlWNG P001.(IT A�ARKS iHE PU1SiER)
� N01E: INFORMATION PROVIDED BY iHE CONiRACTOR OR OWNER TO DEERMINE THE ADEWACY OF THIS
_ SLOPE DECKING 1/8" COPING SEE D1L #12 SEE DiL #12 BOND BEAM HORIZ BARS . a STANDARD POOL STRUCIURAL PLAN FOR iHE ACiUAL SIIE CO�DIiIONS SHWLD SIiE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS
TO 1/4" PER FOOT BOND BEAM SEE TABLE NO 1 MAY BE OVER OR UNDER fO � VARY FROIA 1HAT COVERED BY iHIS STANDARD POOL STRUCIUTAL PUW, IT IS iHE
AWAY FROM POOL. dt DETAIL 12 BOND �1 (� 7 f� 7 VERTICAL BARS WATER RESPONSIBIUiY OF 1HE CONiRACTOR OR iHE OWNER TO NOiIF1 POOL ENqNEERING INC. AND MMEN REQUIRED BY iHE BUILDING OFF1qAL, q.AALNG SHALL COMPLY W1iH IBC 2003 SECiION
BEAMS . ■ • COPING a LINE OBTAIN APPLICABLE SPEqAI ENqNEERING DETAILS PRIOR TO CINSIRUC110N EXPANSIVE SOIL 2406•3 ITEA1 9 INCLUDING LOCALLY ADOPIID AAIENDMENTS.
�� SEE NOTES " � � COMPACTED 2 �I2� Q v DETAILS ARE VAUD ONLY FOR STAiED EWIVALENT RUID PRES,VRES AND POOL ENGINEERING 1 GUZING IN WALLS AND FENCES ENCLOSING INDOOR AND WTDOOR SWIMMING POOLS,HOT NBS
BELOYV� BOND BEAM PER TABLE TABLE EXPANSIVE FILL CLR � ��J INC RECOMUENDS iHAT 7HE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT AND SPAS WHFRE ALL OF iHE FOLLOWING CONDI110NS ARE PRESENT
(3) #3 (4) (4) POSIi1VE N0. 1 (EXPANSIVE SOIL) S � I a • � 3 1HIS PLAN IS VAL1D ONLY MMEN iHE CONDIiIONS INDICAiED BEiOW ARE AIET(SEE FlGURE A. iHE BOTTOM EDGE OF 1HE qJ1ZING ON THE POOL OR SPA SIDE IS LESS iHAN 60 INCHES
� Z ,..� BARS. /3 BARS �f3 BARS DRAINAGE dt DETAII �'12 NO. Z SOIL \y�O � � Z�N 1805.31) WHEN ACTUAL SIiE CONDITIONS IXCEm iHE LIAIITATi�IS OF FlGURE 18053.1 OR ABOVE A WALKING SURFACE ON 1HE POOL OR SPA SIDE OF 1HE GLALNG, AND
a ° � � o � VERTICAL VERTICAL VERTICAL � VERTiCAL �� i W�a ADDITIONAL SURCHARGES NOT COVERm BY FlGURE 1805 3.1 At�PRESEWT, ADDITIONAL B 1HE GI.AZING IS WITHIN 60 INCHES HORIZONTALLY OF iHE WAiER'S EDGE OF A SWIMIAING
� Z D R t STEEL t STEEL t STEEL D t �F , 3 N v SURCHARGE DETAILS WILL BE REWIRED INCLUDING BUT NOT t1NiED TO UPSLOPE,DOWNSLOPE, POOL OR SPA
°d N I � STEEL Q �'I�� � M�N "� O a� RETAINING WALI,ROqC WA7ERFALL, GROTTO dc SIJDE SURCHARfES ENCLOSURES AND SAFETY DEVICES
� `'� � � 3 2'6" 1�-0" 5� 3 O 12" 5� 3 O 12" 5� 3 � 12" `�' t � 'P � 6 �m 'y' 4 i H E S T A N D A R D P O O L S 1 R U C T U R A L P L A N I S N O T I N i E N D E D T O E A P P L I C A B L E T O N O N-
Z � � � 2�6" 5 #3 � 12" , �9,� a x STRUCIURAL IIEMS INCLUDING BUT NOT IJMIiED TO PLUMBING,ILECiRICAL, FENGNG,CONCREiE � PRIOR TO FlWNG, 1HE POOL AND OR SPA SHALL BE COAIPLETELY ENCLOSED BY 4'AIIN HIGH
, a z� • ~ � = 3�0" 1�-0" 5� " 5� " 5� " � z a 3 " �i �A � � �� � � D E q(I N G A N D P O O I G E O M E T R I C S. F E N C I N G�G A T E S W I 1 H N O O P E N I N G S G R E A l E R i H A N 4'.G A I E S T O B E S E L F-C L O S I N G d c
A L L O W A B L E 5 1�2 � � �, � � F 3�0" 6" 5 D E q C I N G C O N S i R U C 1 1 0 N I S S H O W N A S R E C O M M E N D m M I N I M U M c O N S T R U C i I O N A N D D O E S N O T S E L F-U T C H I N G I M T H U T C H A M I N. O F 4'H I G H W 1 i E R E 1 H I S V A RI E S F R O A I LOCAL COD E S, iHE
� � CONDIiION� MIN � ;:� � 3�6" 1�-0" 5� " 5� " 5� " a �c tT5 4�0" 6" 3 � 6" � �FFA ` �`__ tO � DEAIONSTRATE A SYSTEIA 1HAT WILL RESIST HEAVING DUE TO SNL EXPANSION LOCAL CODES SHALL PREVAIL
• � �' 4�0" 1�-0" 5� " 5� " 5� O 6" s• � ~ "�' � 5�0" 7" " � � °0 6 ALL CONS1RUCilON SHALL COMPLY WIiH 1HE U1EST ADOPiED�IiION OF 1HE INiERNATIONAL 2 WHEN REWIRED BY 7NE BUILDING OFFlqAL, BARRIERS SHALL COMPLY WIiH IBC 2003 SECTION 3109
EWIV. FLUID MIN � W y n F�.� �--- BUILDING CODE AND LOCAL ORDINANCES. INCLUDING LOCALLY ADOPTED AMENDMENIS
� �j 4'6" 1'-0" 5� " 5' 3 O 6" 5� " PRESSURE ��S 5�6" 8" ,Q 7 POOLS WI1H DINNG BOARDS OR SLIDES SHALL MEET iHE MANU�ACIURER'S POOL GEOIAETRIC 3.WHEN REWIRm BY iHE BUILDING OFFlCIAL,ENTRAPMENT AVOIDANCE SHALL COMPLY WIiH IBC
�UNDISiURBED $OIL � „ „ „ „ a 62.4 P.C.F. '9�j �! � STANDARDS AND/OR LOCAL CODES. 2003 SEC110N 31095. MMERE iHE SUC710N INLET SVSTEIA,SUCH AS AN AUTOAIATIC CLEANING
� 5�0" 1�-6" 6" 6" 6 6�0" 8" #3 � 4" A J p• SY31EA1, IS A VACUUAI CLEANER SYSiEAI WHICH HAS A SINq.E SUC110N INLET,OR AIULIIPLE
1000 PSF MIN. tO � �IAXIMUM. 8 SIGNS dc SAFEIY EWIPMENT SHALL BE INSTALLED IN ACCORDAICE YAiH LOCAL CODES.
BEARING VALUE� 7/ 'a�o 0 5�6" 2�-0" 6" 3 � 6" 6� p 6� " � 7�0" $� " �j �Q'� � 9 PUBIJC POOLS REWIRE CWNiY HEAI.TH DEPARIMENT APPROVp.AND PRONSIONS FOR ASSISIIVE �C110N INLETS WHlqi CAN BE ISOUiED BY VALVES,EACH SUC110N INLET SHALL PROiECT
IL • 6�0" 2�-6" 6" 7� 7� " �p, 7,g" g� �� DEVICES FOR 1HE DISABIED. ����� �TM�� R���S �n�ra��• A 12-INCH BY 12-INCH OR
� 1 ti � ,�P 10 CONiRACTOR OR OWNER SHALL VERIFY ALL FlELD CONDIiIONS!DIMENSIONS AT JOB SITE.
� �� 6�6" 3�-0" 6" " 8" " 7� O 4" J� �' $'0" 10" " • !� POOL LENGTH, GRADE BREAK LOCAiIONS dc DEP1H DIMENSIONS�S N01ED ON iHE PLOT PLAN �N ADDITION, WHEN REWIRm BY iHE BUILDING OFFlqAL, ALL POOLS AND SPAS SHALL BE
J5 � p � � d � SHALL COMPLY WIiH NSPI SUGGESIID MINIMUM STANDARDS FOF RESIDENiIAL POOLS OR
� ��P 7�0" 3�-6" 6" " 8� " 8" ,t, � • � �� 8�6" 10" " � � � APPLICABLE STA7E AND LOCAL HEAUH DEPARTMENTS REGUUT9NS AND MANUFACIURERS E��PP��TM � a-�An�BAq(UP SYSTEM WHICH SHALL PROVIDE VAWUM RELIff SHOULD
�t� TO BE '�' �`�'��� p p TABLE � RECOMMENDAiIONS. GRAiE COVERS BE MISSING. ALIERNAiIVE VACUUM RELIff DEVICES SHALL INCLUDE ONE OF iHE
� �� 7'6" 4'-0" 6� 9" 8� " NO 2. ` #3 O 6" 0 C. 11 p00L LENGTH,GRADE BREAK LOCAl10NS d�DEP1H DIMFNSIONS�S NOiED ON 1HE PLOT FOLLOWIN�
���� `�y . . VERTICAL STEEL 4�-0" PL.AN SHALL COMPLY WI1H NSPI SUGGESTED MINIMUU STANDAR6 FOR RESIDENiIAL POOIS OR � �PROVED VAWUAI REIFASE SY5iEA1
UNIFORMLY 8'0" 4'-6" 6� 9" " 8� DEEP dc BELOW. tO APPUCABLE STATE AND LOCAL HEALIH DEPARiMENT REGULAiICVS AND MANUFACIURER'S � �PROVED VENT PIPING.
SEE TABLE „ » . 3.OiHER APPROVED DEVICES OR IAEANS
8'6" 5'-0" 6� 9" 8� = RECbMMENDAiIONS.
NO 1 � Q � HORIZONTAL STEEL #3 .� � 121N ACCORDANCE NATH IBC 2003 m1110N, A S11E SPEqFlC SOILSINVES11GAilON MAY BE ELECTRICAL AND PLUMBING
1 BOND BEANI NO'ES: VERTICAL STEEL �c BARS O 12" 0 C. TYPICAL � REQUIREO FOR PROJECTS LOCAiED IN SEISMIC DESIGN CAiEGOR:S D, E, OR F
;0 1. BOND BFJM HORIZONTAL BARS MAY BE SEE TABLE N0. 2. M 1 ALL ElEC1RICAL SHALL BE IN CONFORMANCE WIiH 2O03 ICCEC/NFPA 70-02(NEC 2002)
VERTICAL STEEL. SEE � OVER OR UNDER VER7ICAL BARS �� 24� �IIN N��' . S1RUCIURAL NOIES Z ANY IAETAL NAIHIN 5'OF POOL EDGE A�UST BE BONDED PER 1HE NEC.
TABLE NO 1 �� TYPICAL IICIUDING ALL SPEqAL DETAILS. HORIZONTAL S1EEL . EXTRA REINFORqNG TO IXTEND 24 MIN. EACH SIDE OF RAMP. 3 OBTNN ELECiRICAL AND PLUUBING PER�11T5 ALONG NAiH POOL BUILDING PERMIT
' BARS 0 12" 0 C M TRANSITION WALL 1 SqL SHALL HAVE A IAINI�IUA1 BEARING VALUE OF 1000 PSF. COICRETE SHALL BE PLACm 4• ALL EWIPMENT SHALL BE INSTALLED PER MANUFACNRERS RECOMMENDAiIONS dc IN
2 IF POOL IENGiH IS > iHAN 50 USE #4 � TO FLOOR STEEL AND THICKNESS AGAINST UNDISiURBEO SOIL OR BUILDING DEPARiMENT APPROVD 90X COMPACT FlLL iHIS PUN ACCORDANCE WIiH LOCAL REGULAiIONS
HORIZONTAL STEEL "� 24� MIN BARS IN BOND BEAM. IS NOT SUITABLE WHERE P07ENilAL DfISiS FOR DIFFERENiIAL IiDVEMENT fROM DISSIMILAR SOIL 5. POOLS SHALL BE EWIPPED W/A FlLIERING SYSIEM dc A DRAIN
' /3 BARS �1Y 0C. TRANSI110N WALL 3. AT THE dSCRETION OF iHE POOL BUILDER, CONDITiONS UNDER POOL,SUCH AS WT-FlLL TRANSITIONS 6 BAq(WASH SHALL BE DISPOSED OF IN AN APPROVED MANNER
, TO ROOR STEEL AND iHICKNESS �4 BARS YIAY BE USED IN BOND BEAM. Z ALL R�NFORqNG S1EEL SHALL BE DEFORMm BARS&CONFORI TO ASiIA A615 GRADE 40 FOR 7 GAS PIPING TO BE IN CONFORMANCE WIiH IBC 2003/IFGC 2003 SECiION 401
/3 BARS AND/4 BARS SPLICES TO BE LAPPED 24'MIN IAININIIA q.EARANCE BETWEEN MASONRY NOTES
STANDARD WALL SECTION 1 NO DECK SECTION — EXP. SOIL (s2.4 PCF) 2 SHALLOW/DEEP END RAMP 3 P��'BARS IS 2 1/2•.
3.(1) /4 BAR IS EQUIVALENT TO AND AIAY BE USED IN PLACE OF(2)�3 BARS,MATH 1HE 1 ALL AIEiHODS AND MAiERIALS SHALL BE IN CONFORMANCE WITH 7HE LAiEST ADOPiED mlilON
IXCEPiION THAT IF#4 BARS ARE USED FOR THE BASIC GRID, HE AIAXINUM SPAqNG IS/4 OF THE IBC AND LOCAL ORDINANCES.
BARS AT 18'0 C. 2 CONCRETE BLOq(SHALL BE GRADE N (D�OSED TO WEAiHER),TYPE II(NON-AIOISIURE
DECKING. MINIMUM 1'YPICAL REBAR INSTALLAl10N DIAGRAM 2 STORY VYOOD �� (3�-0� MIN� EQUIVALENT FLUID PRESSURE 4 1HE PLAN TABLES SPEqFY iHE IAINIAIUM REQUIRm R�NFORCEAa1T FOR CONVENIENCE OF iHE CONiR011ED),NORAIAL WEIGHT UNITS(135 PC�, CONFORAIING TO IBC SEG 21U3,AND ASiM C 90
WIDTH PER LOCAL INCLUDING ALL POOL ENGINEERING, INC. DETAILS FRAME BUILDING TABLF N0. S = INSTALLER, iHERE MAY BE MORE R�NFORCEAIENT iHAN SPEqFlD AT ANY GIVEN POINT IN iHE pLL CONqtEiE g�pq�Sf{qLL HAVE A DESIGN STRENGIH OF fm = 1500 psl
BUILDING CODE. (FOR DETAILED INSTRUC110NS, SEE 1000 #/f00T MAX EXP. JOINT & SEALANT W=3'-0" W=4'-0" W=5'-0" W=6'_0" POOL SiRUCiURE 3,GROUT SHALL CONFORAI TO IBC SEC. 2103.�ASiN C 476 WITH fc=2,000 PSI SEE IBC TABLE
PER DTL. 8 RECOMMENDED 5.GROUNDING PER 2003 I(xEC/NFPA 70-02 OF 1HE SiRUCiURALR�NFORqNG IAUST BE 2103.10 FOR PROPORiIONS OF INGREDIENTS.
RONFORCEI�IENT 1NSTALLATION INSTRUCTIONS WATER SURFACE VERTICAL VERTICAL VERTICAL VERTICAL INSTALI.ED PRIOR TO PUCEwIFNT OF CONCREIE. 4 MORTAR SHALL BE 1YPE A1 WIiH fc- 1800 psi AND SHALL CONFORAI TO IBC SEC.2103 dc ASiM
AT THE BOTTOM OF 1HIS DETAIL) APPROX. 3" BELOW (REQ�D COP NXG ANSIVE SOILS) � t STEEL t STEEL t STEEL t STEEL 6 SHOiCREfE(GUNIiE)TO BE IN CONFORMANCE WIiH IBC 2003 3CTION 1914 lt SHALL HAVE A
Z m 80ND BEAM � 2'0' /1" �3 O 12"5,�" �3 O 12'S�" �3 O 12"5�" �k3 O 12" IAINIIAUM COMPRESSIVE SIRENG7H OF 2500 PSI AT 26 DAYS WIERE APPt1CABLE, SHOTCREiE C 270 SEE IBC TABLES 2103 7(1),(2)FOR PROPORiION AND PROPERIY SPEqFlCAiIONS
� t � � 5 ALL R�NFORqNG BARS SHALL BE COMPLEIELY EMBmDED IN MORTAR OR GROUT AND SHALL
(GUNIiE)TO BE IN CONFORIAANCE NA1H IBC 2003 SEC110N 19W DURABILITY REWIREMENTS. HAVE A COVER OF NOT LESS 1HAN 2 INCHES
F m � COPING � � , � , � , � , 7,CEIrIENT SHALL CONFORM TO IBC 2003 SEC110N 1903.2, Aq 31l-02,SECiION 32, ASlid C 150 g, UY CONCREIE MASOWRY UNITS IN A RUNNIN6 BOND
�� � DRAIN � 2'6' /t" 5,�" 5/�" 5,�" g,USE 1YPE V PORILAND CEMENT IN AREAS NATH MORE iHAN 0�SULFAiE CONiENT PER IBC g qN qppROVED DRAINAGE CONVEYANCE DEVICE(V-GUTTER)SHALL BE PRONDm WHENEVER 1HE
NO R.B.B. 3 p p 3'0" �/1" " 5�� " 5�/1" " 5�/�" " 2003 TABLE 1904 3 AND AS DIRECIED BY LOCAL BUIIDING COD:S. SURFACE ROW BEHIND iHE WALL WILL NOT READILY DISCHARGE OVER iHE TOP OF iHE WALL
----� a ( Z 3,6, „ � 9 KEEP CONCRETE DAMP CONiINUWSLY FOR 14 DAYS. OR IF iHE DISCHARGE IS UNDESIRABLE.
/ Z Yt" �3 O 6" 5�i� �3 O 6" 5�,� 5�i� 10 ALL INIERIOR SURFACES OF POOL AND SPA SHALL BE COAIID MTH A WAiERPR00F SIUCA 10 PRONDE 1 FT/FT OF GRAVEI.1/4' TO 1 1/2'WRAPPm IN FlLiER FABRIC MIRAFl 1�OH OR
� o � 3 BASIC GRID � � � m 4'0' 6" ' S�i�" ' S�/1" �f3 O 6" 5�i�" �3 O 6" Pu� EWAL PROVIDE DRAINAGE BEHIND WALL BY�iHER
� � � . /3 BARS O 12� O.C. BENCHES dt STH�S � ►a- TOP (F A)OUITTING 1HE VERiICAL AIORTAR JOINTS(HEAD JOINTS)OF iHE FlRST COURSE ABOVE FlNISH
x � J � 4'6" �/1" �3 O 4" 6" O 4" 6" " 6' ' SPECIAL DETAIL GRADE AT 32'ON CETIIER dc 2'DIAMEIER WEEPHIXES AT 6'ON CQJIER UAXIMUAI,3'
a m NOT A PART OF w � SLOP: WE
� � � � �' POOL SiRUCTUFE W REQUIRED WHEN\ ABOVE FlNISH GRADE 1HIS IS NOT PERMIT'IED ON DOWNSLOPE CONDI110NS.
L j M � � � I J^ DECK DRAINS v 5'0' 7" " 6�i�" ' 6Y2" �3 O 4" 6" �3 O 4" LESS THAN 10' \ B)4'DIA. SCHEDULE 40 PERF PIPE PLACE PERF DOWN WI7H AN OUILET 0 END OF WALL.
� � Z � r RECOMMENDED 51/2" 5'6- �/�" - 7• • 7- ' 6+,�" • �
� � � � 5'��• PER TABLE MIN , �
'` �' � ° NO 1 BOND BEAM 6'0" 8" �3 O 3" 7,�' #3 O 3" 7� �3 O 3" 7" #3 O 3'
Q.. p � �b PER TABLE NO 1 6'6' '�A " 8' " '/�" " 7',�" ' TOE OF SLOPE OR OTHER
o UNDER- Q�� � ` �; & DETAIL 12 �,�. 9. . 8��. . 8. . a. . SURCHARGE CONDIiIONS (SEE SPECIAL DETAIL REQUIRED WHEN
(EXPANSIVE � GENERAL NOTES �3) LESS THAN POOL DEPTH OR
� WATER ,�P � ADD �3 O 12"OC LONGITUQINAL SOIL) ��g• g+� . g• , g�� • g+�- •
� LIGHT PER � 5' 0 1RANSITION FOR EXP SOILS 't' SEE � � � = H/4 (7 5' MAX. H/4)
Q DETAIL #10 . • � 8'0' 10' " 9'� 9� $�'� REQUIRED WHEN LESS
0° • • • ' � � NOB 5. J� 0"� 8'6' 10' " 9�,�" ' g' - g��" • SPECIAL DETAIL
� FLOOR - 5" THICK MIN RONFORCED GUNITE W/ � Q.�� '�P THAN H/6 (20' MAX.)
u� MAIN DR/UN AT LOW POINT. � B3 BARS �12' 0 C EACH DIRECTION TYPICAL Q� ��, �. 24 MIN.
VERTICAL STEEL SEE � O TRANSITION WALL
•Z (S1EEL BASKET IS NOT REQUIRED) MAIN DRAIN PIPE TABLE NO 5 � � TO fL00R STEEL
SHALL NOT ENCROACH INTO GUNIiE SHELL PROVIDE RONFORCEIr1ENT INSTAIlATION INSTRUC110NS D THICKNESS
� ENTRAPMENT PROiECT10N PER ENCLOSURES AND UNDISTURBED THE TABLES IN ALL POOL ENGINEERING, INC.DETAILS INDICATE THE 'D� OR 11� iHIS PLAN IS VAl1D ONLY WHEN iHE CONDITIONS INDICAlED IN IGURE 1805.31 ARE MET WHEN
.a SOIL. DISTANCE DOWNWARD FROM THE TOP OF 1HE WALL WHERE ADDI710NAL VERTiCAL
m SAFETY DEVICES NOTE �3 HORIZONTAL STEEL a iD ACTUAL SIiE CONDI110NS IX� THE LIMITATIONS OF FlGURE 1f05.3.1 OR ADDIiIONAL
BARS ARE ADDED TO THE BASIC GRID TO PfOVIDE iHE RQNFORCEIAENT SPECIFlED #3 BARS � 12" 0 C. SURCHARGES NOT COVERED BY FlWRE 1805.3.1 ARE PRESENT,ADDIiIONAL SURCHARGE DETAILS
•v�} INSTALL HYDROSTATIC VALVE AND ROCK PACK AT IN THE TABLES. THE ADDED REINFORCEMENTEXTENDS ONLY DOWNWARD FROM ��
LOW POINT NMERE REQUIRED BY HIGH WAlER TABLE. THAT POINT. IT IS AN INCORRECT INiERPRET�TION THAT THE ADDED � AiERFAL.L,GROTTO dc SIJDE SURCHARGES.��UPSLOPE, DINMSLOPE, RETAINING WALL, ROCK FlGURE 1805..3.�
REINfORCEMENT MUST BE EXTENDED TO THE TOP OF 1HE WALL
TYPICAL LONGITUDINAL SECTION - N� S�� 4 �UILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT ,9 &LARGER PROVIDE ADEQUATE DRAINAGE BRICK OR PREC�ST
5'-8'
BOND BEAM PER TABLE � ` BOND BEAM PER BEHIND POOL WALL.
2� 2� LEVEL TOP OF GUNIiE TABLE N0. 1 dc CONCREiE COPIIG 91 2 � NOTE:
NO 1 dc DETAIL �12. � Z � • 3RD AND/OR
� � � W/GROUT dc PLACE 4'-0' MIN ��T�� �2 GRO T ALL CELLS M� EXPANSION JOINI dc t� 12� � o
� �`� LOCATION MAY BY THE USE OF THIS PLAN
Q #15 FELT OR 4 MIL DECKING ,
SEALANT REQ'D. TO MATCH o TME USER ACKNOWLEDGES
:r 'a � VISQUEEN ON TOP. ��CTRICAL FOR IXPANSIVE:OILS. COPIN6 < ( P OVIDE
5 ��2� ,� BARS� � � B4p�� � �COPING ��' eox. a =�, „ 3 THAT HE HAS READ AND
� �3 BARS o 1' M I N � Z 8' �II N A B O V E D E C K, W A T E R x = � ^ � ' �� �� e �� U N D E R S T A N D S A L L O F T H E
�3 g p�S '� C L R. ���S � �—�N E O R F L O O D �N E W H I C H a o � o (1) �3 •
0 1 2' O C. � SPA LJGHT � o � 12' OC `� p R p�N D f 12��� ( � E V E R I S G R E A i E R � 0° �5 Z B A R. fD d� P A R A LL E L NOTES INCLUDED HEREIN.
• � EA WAY EA.WAY. �0 8 m p
EACH WAY 3' � �, ALL PIPES S K I M M E R H O R I Z S T E E L • `� D E C K I N G � a n� B A R S
� � � COVER BARS 0 � '�' x � �
EQ EQ 12• p� N � W 6' BLOCK BOND BEAM PER TABLE TM�S PLAN IS THE
a �wA7ER ^WAiER (3) /3 BARS ��� ` � N fm=1500 psi N�• �• WORK OF THE ENGINEER AND
R E I N F O R C I N G P E R s. LJNE L1NE �\� BOND BEAId� 4 3' CLR �3 BARS A 12' 0 C. �
DETAII �10. NOT 24' BEND BOND �� MAY BE 0 3' �v �.P�S� S H A L L N O T B E R EPRODUCED
MIN. � � l .0 � $� 3. � COPIED OR OTHERWISE USED
REQUIRED If 6' MIN �pp a 5' MIN —�;n BEAM UNDER �\� � Z +0" ALSO.
CLEAR PROVIDED . AROUND ALL. SKIMMER �\\ ap � g � WATER VERTICAL � PRECAST COPING WITHOUT THEIR WRITTEN
24' MIN LAP LINE STEEL W/ BOND BEAM
� a ^ °' v a t r. s�. �2" M I N p� T p g� �Z) #3 BARS OR BRICK PERMISSION.
� INTO SPA � � (2) /3 'Z' B A R S ��\ —J SEE TABLE E�IBm N0. 1 dc �
NOTE: OR POOL �3 BARS � ���\\ FlXTURE NO 11. 3• D1L 12 BEND � ROCK NOTE:
PROVIDE (2) ANTI-VORTEX DRAINS. ONE LOCATED IN SPA �12•�� �., � SECTION AT SKIMMER �PP� �NS J, t �_ � HORIZONTAL �T S� � yQ��, BOND BEA�I HORIZONTAL BARS I�AY
FLOOR dc ONE LOCATED ON SIDE OF SPA SEAT 3' ABOVE EA WAY. � ���, r � '� '� STEEL /3 '� BE OVER OR UNDER VERTICAL BARS.
SPA FLOOR, PER IAPMO UNIFORM POOL de SPA CODE. 24• GRWND WIRE � � B�S � 45'OR 90: L � �n�
� POOL I�IN � • L� / � I
10-0 �IIN. 12' 0 C. BOND BEAM� P�S�
SPA DETAILS MAY BE USED � � NEC APPROVED � ABLE N0. 11: PER TABLE �, F
SPA DETAILS — 7 ROCK OR
FOR SPAS WITHOUT POOLS. v CONDUIT TOTAL H�GHT= NORA�AL POOL DEPTH (D) + HEIGHT OF RAISED BOND BEAM. ND � BRICK NOTCH �p��� ���' '
�— (2) #3 5• RECESSED TOTAL HEIGHT - H 2' 3' 4' S' 6' 7' 8' 9' 10' 11' `'�`'' J, (;�,���"'
4'-0' MIN IMPERVIOUS DECK BARS EACH �(�{T. O
APPROVED SEALANT � NICHE.RIXIND ��3; � ►�-��� t 5�� 6" 6" 6" 6� 8" 9� 11" 12" 12" ALLOW 20001b. MAX LIVE dc DEAD �� ''r! t��
OPiIONAL WOOD POS FOR
' SLOPE 1/8"-1/4' PER F00T � 1/2' MIN DEP1H � a TYP. E.F.P. = VERi1CAL #3p #3� �3 #3 �3 #3 �3 #3 �3 #3 ATTACHED PATIO STRICTUR��— �TOP OF BOND ��1 �
� NOTE.
a o 30 P.C.F. s�- �2 �2 2 �s° �s° �s° �s° �s°�s° �s° �
• 3 1 2� • � • • � EXPANSION JOINTS �3� � B�� ROqC ON BOND BEAk � � BEA�I WITH 6ROUT dc �
� 8 � REQUIRED IN DECK d ��yp� t 5�,�" 6" 6" 7" 8" 9" 10" 11" 12� 13" PLACE 15�FELT OR �i 6 S 7 F�'8`
� a�� r� 0 10'-0' 0 C dc NOTE GALV SIMPSON POS BASE � I 4 MIL VISQUEQJ ON d�, a�,3
� c� � � I SAiURAT10N 0�pRNpZS. a INSTALL N0. 8 COPPER GROUND YNRE FROA1 L1GHT NICHE E'F.P. = 45 v�mcn� #3 #3 �3 #3 �3 #3 �3 #3 �3 #3 BOND PER ELECiRICiL _ .s%`.�
�v°> 3� �� � 5' MIN STEEL " M M » " " » dc PLUMBING NOTE 2 �� TOP OF BOND BEAM ��;°���.,, �.;` W'¢
^ �o I RECO�IMENDED PRIOR REMAINDER OF JOINT np��p�,� TO BRASS CONDUIT TO POOL R�AR, OR NON-METAWC & 50 P.C.F. �12" �'12" 2 �6 �4 �4 03 �3 03 03 s4 ;i a, ;_,i�,rr
w`` I TO POURING DECK. TYPICAL �,�a�,. �
° � IN STYROFOAM OR OiHER CONDUIT CAN 8E USED WITH INSULATED N0. 8 COPPER HIGHLY EXPANSNE � � . » � � � �IASi1C
L_� EXP. �AAIERIAL PLAN AT SKIMMER WIRE INIERIOR W/APPROVED POTTING COMPWND pR Np DEac t 5,�" 6 6 7 8 9" p 11" 12"12 L,
� FOOi1NG RECOM�IENDED PER THE NEC. E.F.P. = VERiiCAL 3 CANTILEVER PLAN VAUD ONLY WITH WET
� CONCRETE SHALL NOT TOUCH # �3 #3 #3 �3 �3 #3 #4 #4 �4 3 1/2' MIN. a n� �
s• FOR EXPANSIVE SOILS 62.4 P.C.F. s�- �z° �z° �s• �s° �a' 03° oa° �° 03° �a" CONCREIE DEqCVG. CONCRETE STAMP dt ENGINEER S SIGNAIURE
e COPING OR BOND BEAM
� IN RED INK ON PLAN.
� EXPANSIVE SOIL DETAILS pRERNOT'MET USE�A;'2�"�"'� 8 SKIMMER DETAIL 9 SECTION AT LIGHT 10 RAISED BOND BEAM 11 BOND BE�M DETAILS 12 AA ONRJ.ECOSWENAP.E.E`
�
� p00� 1201 N Tustin Ave
� THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH
Anaheim,California 92807
$ THE INTERNATIONAL BUILDING CODE engineering Fax (714)630-6114 �
° 2000 AND 2003 EDITIONS InC. Web www pooleng com
4-#3 BARS IN BEAM/1/3 BAR GRID-IBC 2003 MASTER COPYRIGH7 2006, POOL ENGINEERING INC.
� T' 3X3TSPOST
�
1-1/2" X 4" 7S
. ;�
y NOTE•
��� X �" SQUARE STOGK
tNIS DEl'AIL REPLAGES TNE WROUC�HT-IRON
PRE1/IOt�SLY ISSUED DETAI�. GABLE PIGKET
�/A34 (3-26-0� ISSUE) � 3
� IUROUCxHT-IRON R41L
� W/ VERT. �" CABLE PIGKETS a 2"
SPAGINCx, 1�" MAX. SPAGINCz
CLEAR BETIU��N PIGKETS 7YP.
_ ��� X �" SQUARE STOGK
PAVE � "° WROUCxHt-IRON
� 3" SANDSTONE GAP lU/ MORTAR
��m ''�' 8125'-3-�/S"
� f � T.O UJ
w • //, ,, �
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A34 SCA�.E: 3/�"=1'-0"
-- PROJECTNAME PRWECTNO� 0f1Y PW13E
- - TAB Lod e at Lionshead G
� ___- _= Ass�oc�at� 9 �+�T:
___ � � _ ����� Common Elements/Improvements , c D'008
_ �ran co„eao-�,a, �RIWnNO 7mE: �7
. = � �°7°'7e'747° Typical Wall Section
toe Mol��s�m ISSUE DATE. ���Ol RE. ASA
- �,o,,,, 8C/►LE 11f2'Irl'�
� � ~ .
• � NOTE: � �
,.
� �
THIS DETAIL REPLACES THE
PREVIOUSLY ISSIJED DEtAIL
10/A3.� C3-2�o-0� ISSUE)
METAL FRAME GABLE PICKET
—
—
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E T T E _
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A34 SGALE: 3/�"=I'-m"
TAB �"�: ��"°: °"° �.
_= Associates Lodge at Lionshead a
__ / � - TM"'°''d°°"''a''"'°' Common Elements/Improvements �
weo�e.e��+a,
--- - �,���,�, °R",�°'�. SD-009
(97�7�&1470
_- - � ,��,,,��, Typical Railing � Pool /Spa
— ...�.�, sc�uE u��-0r issuE arrE: a���oc� �. �a.t
_ o 0 0 0 0 0 0
o =�n _
8141 2 ~ � ^
� 8141 6 x8141 8 � 8141 4 8141 4 _ r,
�ASSUMED 8141 �
8140 5 x ELEVATION �F DIRECTION OF FLOW IN -�( 8141 3 8141 3 -''� g141 1 814 0 9 814� 9 � �h � �
PRESL O PED 1%) DR A I N 11[(IIII� 81`> > 8141 0 � � "
� EX INV =8130�33' , _ „ ,` �
8140 4 E N T R l k 8 1 4 1 1 A P P R O A C H I N G SYSTE (LOCATION NOT PROVIDED BY SURVEY, ONLY ELEVATION� " , -•' " • ' 8140 9 � ���
, VEHICLE = MUST BE FIELD VERIFIED SO THAT WE CAN ADJUST ALL EOA PROPOSED ASPHALT TO MEET'i ��� =81 3% L 8141 1 8141 2 " "-�-- ~R
HEAT BUFFER BAND ADJACENT � THE NEW DRIVEWAY AND -�- -� � - �y�_T-
�8140 _ � �� GRADE+3.5 WALKWAYS WILL BE HEATE ASSOCIATED ELEVATIONS ACORDINGLY DRIVER _ ,�. �
� TO ASPHALT 2-0 WIDE 6 THICK COLORED SIGHT AT EXIST. EDGE OF ASPHALT �°�,=�` r
DISPOSE OF THE EXISTING . „,.
8139 0 CONCRETE BAND Wl CONTROL JOINT-NO HEAT SD=»�� INTERCEPTOR DRAI EL=43.5 ��_ ,.-�,,,�
OO + COLORED CONCRETE BANDING 12"x 12" EXISTING CONTOU �`�' _
81 �8 41 6 8141 8 81� EAST LIONSHEAD CIRCLE(R.O.W) TRIM VEGETATI ON _ - s
8138 0 ' ' � 4.�zoo, ��4� 8 OBSTRACTING SITE "
OFFSET 10-12 FOR PAVER EDGE ENTRY �
(8138) _ 7- 6 8 +39_0 + �N ��-�2%�Lb�E o(TYP.� � � 81 L � � \\I/�� 8141 , , 8141 3 i� EXIT D I S TA N C E "� ��
/ 4-4-2007
136 7 +$ $ � �-� ���� �� 8140
COLORED CONCI�E�E�OMBINED �� �.� �, �� � _ ' , � 40 45 � 3 8140 2 8140 0
8i 3s 8 + CURB AND GUITER (s�ao� � �� �\ � �I/' , � � �, ,� �` i� � \ � �� �,� � � � � _ a�40 4
/� - 8� � `° ° HEAT BUFF ai 4o s
+ �� + �r��� 4 p � \\ � c�
ADDRESS MARK 139 0 �� �-- � �_ � -- -�������" � °
ExisriNC s�3s 9 � , �� �� _� � , �� � '� ��, � � V ' � � 2-0 WIDE 6 �IIC -COLORED CO D WI CONTROL JO � w
rRENCH oRaw 8� _0 COLORED CONCRETE STEPS(TYP.) � � � , � � �---� �� �� � �A I /� �� . � � � � H �
FOR TREETOPS Y-� � � BW 39_5+ ���`��� ����� , �� � � � �� � T , ��;,� 1 -0 WI�� �T IC OLORED CO�CRE � 8�39 8 � � � o
xs �s �g136 + ���� � + _39.83 �' � ,�� �3/I \� + - -- - �'� -�-- ' � ti o \ ANDS _ � ��Ili� �Ili M �
E
UNDERGROUND 8136 8 8`f3"/ 5 6_0 �ES�raN$EE$H -2 (8138) ° 8 ' ' /--- - _ � L��� � �� 1B � ; 5' 3 = ��^ � �/ �� Y 8138 � � /�� ■� V � o�o
� ��
� � � �� � � � � �-9 - (8138 � � ��� � m
PIPE BETWEEN VERIFY WITH BILL PIE _ S. -
35� , ' - > r ACC SSIBLE R ��T , � M T.O.V. � � �813 � � -° ��o @,
' NEW TRENCH , - � � i 3 � 1� C 0 - �����/ � � ��� �--� j N,-�C7 0
oRaiN aN� RELOCA�[���tASH BLDG.REFER - _ � � � �s��� �3g , � � „
EXISTING TRENCH TO ARCH�� i � I T � C ' � � � t � � � ���� � (�/� U '� ��rn�
� � � ���\�� 81371 �• � � oOW �
DRAIN 8134 8 ���x8136 8 3 �7
, NEW TRENCH � � � ��� HA ro �
DRAIN-RIM AT � / �� % � _ � � REFER TO T4tF$ D L DETAIL oN SHEET A 3.4 Q = �� �
8�3�3 BORGERT MADEI�H4�6TAINING WALL � - � , _ - �� , / � � , � ,� �,�,� -�
8140 8134 8 3-zc-2oo7 8 6 " _ _ 39_8 ��- `�- _ ' ,' ���� 8134) �� 3-2�-2007 � ��� w c�i -- --iy
8�4 COLORED PAVERS D�LINI����A � � �, L � � 3 - ,�� �i�"(� � ' � � � Q �°'°'� o
REMOVWG - � � � , 81341 � o ca
� RaisiNC�aN� SPACES(TYP.��L�SHEET L-10 8 z - - - �� � � , � p � ,�- �� ���; , � .� � 3 ��� o`
RETAINING ONE-WAY TRAFFIC CIRCULATION T 3 � , �J,_� � � ) �8�32�;/I\\ � a o
(��)�� � ,w� � � � c�
WALL HEATED PAVERS(SEE L-10) � ' 3 ` 'c`�`J�' � � ' - �\ z
8137 9 � t t �-��" � �� �
REMOVE � � HEATED PAVERS SET ON SAND/ m , oNC�re swa�� , 813 8131 6 � � Q
RETAINING WALL ��CT �
COLORED CONCRETE BAND BOTH A aES BL 31 ,,,��,
EXISTING - � ,�� ; `•x g � I � ���"' 8"CMUN14"STONEVENEERICAP � ���' 8130 7
CONCRETE {. � �7 � � � �- � '' F� � ' TIE INTO EXISTING 8-INCH DfiCHARGE PIPE �
EXISTING ; SIDES OF TRENCH DRAIN � g140 0 I _ �� _ Du ' �N- � p �i i r �s�so> �\ � 8129 � 8�2g 2 �
CONCRETE ; GABLED ENTRY(TYP�i � r , ; � s � _ �� - �oADINGIDROp-OFFtONE I \ � {0.127 ACRES) li� °°
WALL 4 � , �. - - - ' � - SEASONAL PEI�NNIEL BED(TYP) � G�j � 8� " °a
+� 81348 ' 7
�81 1 4 4 - PROPERTY LINE(TYP.� ' �" �� - - � � ° � � ; 1500-GALLONS OIL & iAND INTERCEPTOR BY i X'r � C� ;� (FF a �"
8133 9 � i ��F �k�f�_ COPLAND CONCRETE Ok EQUIVALENT ,, � �TIE IN �T��5T�ENCH DRAIN ,� ;i o~
EXISTING 6 CONSTRUCTION ACCES � ���'``�-'� DJ$CH GE PIPE, IF POSSIBLE, Iil ,
PATIO 34.14 r� � I �
, �' j �i i � ��` � ��,�_ 4-INCH DIAMETER, SCI-40 PVC � R DAYLIGHT
NEW PRIVACY �o�� _ + 31.0 WOOD FENCE TO FOLLO _ � ,}=l. � - � a ,` � � 6" DIAM SCH40 PVC � 125 �
5 � io oss s�oPE Z � � � �="' SEAT WALL CMJ BLOCK WI STONE VEN �R 81�� 8
(8132 PROPERTY LINE � ' ''�" � { _� _�" ` ,,
WALL WITHIN �6 f �7 � L_�0 , �'' '' � - ,�� AND SANDSTOME CAP RO MATCH#15 ��', 8i 28 3
Pi�oPERrY _ + o� g.� PHASE 1 SKI LOCKER ' ± � '�8 �9 20 � � o;,�; _ �- ��� - �;-- ,� ASPEN G�►NITE) � _ai$9_°-;� �� '���/I �
r��"� OSS SLOPE i � ��+3 '15 �� �i^ �` �L)��-�� ACO 66D CATCH BASIN W�ADA LOnD CLASS '���� � 8128 2-�_=:��'� �� � � .. -
TREETOPS AND LODGE AT LIONSHEAD ENTRY SCALE I"= 16'-0" GATE PASSAGE T01 SOUTH $�� �`��' a�3a 8 � 3_2�.�� ,�=�4;A��,� �'�T - ;�-�� �ucTi�E iRON GRATE ��; , ;
�= _
) �� ' , �2°/a� v�w + ,��� � _ „ �- RAISED-L-AN StAPE PLANTER 8�2 4 �� i �� �
- BLDG-CODED FOR FIRE ACC � ����;,,; P"R'°� �� '" - "���" WI NEW FOUND�TION DRAIN ��` % � s�z� 8
GENERAL NOTES: HANDRAIL 8133 9 � _� � ,+ �� _ ( t � �
't � -� .� + (SEE SHEETS L•10#1 AND L� � ��� �� � �
3-26-2007 -0 � B � �� LLTHE ROOF DRAIN ON THE NORTH SIDE ,�,_ � URB RAMP �` - /,,'� � � ,
DRAINAGE: (3)RISERS @ 5�� / � SEE SHEET C-4 � � � �
� � 3�_4 OF PHASE I BUILDING TO BE CONNECTED � � 8 1 2 8 1
I. SEE SHEETS C-1 C-2 G3 AND G4 FOR COMPLETE DRAINAGE DETAILS AND SPECIFICATIONS � n (813 a , BW 31.0 BELOW GRADE TO THE TRENCH DRAIN ACO 660 CATCH BASIN W/ADA � TRENCH DRAW � \ �\ I// 3
' ' (2)TREADS @ 1 -0 ;_26.Zpp7 13 UNITS LOAD CLASS E DUCTILE IRON DEMO ` j "
2. SEE SHEETS GI G2 G3 AND G4 FOR LOCATION OF ALL EXISTING AND �`� 3 GRATE FIRE DEPT_COI�NECTION FOR � �\ ---��, 8128 a
► � �� ACO FIBERGLASS FG200 8-INCH INTERNAL WIDTH EXISTING FENCE
PROPOSED F UNDAT ON DRAINS ROOF DRAIN AND R ER (3)RISERS @ 5 � 47 �-'9 CHANNEL SYSTEM WITH BLACK COATED STEEL DL FOUNDRY & SUPPLY PHASE II •
Q . PERIMETER DRAIN ON EAST SIDE OF POOL ADA RAMP-CONNECT TO EXIST.DAYLIGHT (2)TREADS @ 1�-O° .�_�_ _ \�� 3O. FRAME AND ACO FG200 DUCTILE IRON ADA GRATE PHASE IC-1043 24-INCH DIAMETER LOBBY �E PLANTER DRAINi TO EXISTING PERIMETER
DRAIN OR DRY WELL � ' o �' +� COLORED CONCRETE STEP��AII FLAT GRATE DRAIN PLANTER DFAINS MUST HAVE A -�
LANDSCAPING �8130 8 � ��-- HANDRAIL 2 � FIRE DEPT_CONNECTION FOR PHASE I ENTRANCE COURTYARD FILTER TO PREVENT CLOGGING OF THE
SITE FEATURES: ' � ;�� W/'BORGERT PAVERS PERIMETER DRAIN .
(SEE SHEET L-3) i�? �0.3� COLORED CONCRETE BAND COLORED CONCRETE PHASE II �/, � 8126 9
1. EXISTING WOOD FENCE ALONG BIKE PATH TO BE RELOCATED OFF OF \ ALL T11E ROOF DRAINS FROM THE MAI
�--� 30.8 ON BOTH SIDES OF PATH STEPS WI HANDRAIL �TRY TO 9E CONNECTED BELOW GRADE (SEE NOTE# 7) �'� Y
T.O.V.PROPERTY. FENCE TO FOLLOW SOUTHERN MOST PROPERTY LINE. 3 J TO lHE 01� AND SAND INTERCEPTOR EXISTING FOUNDATION DRAIN TRACT �\\
� 8127 � ACCENT PAVERS 8125 8 (FF) I 8126 7
Z. VERIFI(ALL HANDRAILING AND RAILING DETAIL WITH ARCHITECT SHEET A 3.4 g�yg 8 �� PAVER PATH 8� 3 (FF) aR 8125 � SEE SHEET C 9 FOR COMPLETE DETAILS
3. VERIFY ALL LIGHTING SPECS AND LOCATION WITH ARCHITECT COLORED CONCRETE � J ON PATIOS �, J
4. BBQ: THE EXISTING GAS BBQ GRILL IS TO REMAIN. SHUT OFF VALVE TO BE LOCATED IN POOL STEPS W ITH HANDRA IL(TYP.� i�_ -g� 6 3 i - �� COURTYARD W�"BORGERT"PAVERS(SEE SHEET L-01
-� ` , X � - , °C� � � _ + 0119 ACRES
EQUIPMENT ROOM. METER TO BE LOCATED ON THE EAST SIDE OF PHASE 11 BLDG,TO THE SOUTH OF 3_2�-Zarr � '�-- J 81 L 9 E7clr ° �'� o � � � ' H20 STUB � w t. ,-�'� o AND PAVER IN�TALL NOTES) � ' �i 8126 1 �
THE GARAGE ENTRANCE.REFER TO MECHANICAL ENG.DWGS.POR ALL LOCATIONS(SEE SHEET M I.n _i � �, �, o ���6/o
5. REFER TO L-2 FOR ALL DRIVEWAY/ENTRY DESIGN IN COORDINATION WITH TREETOPS PLAZA. - :�� ' �7 �, - ; � 26_42+ ���'r�a ��-1 ,-I�"�A'�;+,;� FIRE DEPT_ACfESS-KEYED GATE WITH 3'LANDING � �
6. LIMIT OF DISTURBANGE> 1.0 ACRE: COLORADO STATE STORMV1/ATER � ;8t26 �� ,6 26.58 " RQ��H ` ,�' + 25-�7 CURB MIN.3"W HANDRAIL SEE SHEET A 3�L) , � � 8125 8 �
DISGHARGE PERMIT TO BE OBTAINED PRIOR TO CONSTRUCTION. LOT 6-BLOCK 1 3_Z�Z�� T ti� ,� ;? l a n d i n � � +- _ � � ��� �� a � � IME ER DR�IN TO CONNEC T XI TI G � �j1� \�� 8�2 4 y � -
� 2 s ` " � g� �- ���2' � g�2 2 � �rJ 2 _ O F D R A I N °�°' 5.0 0+ ' DAYL IGHT DRA N OR PROPOSED DRY W ELL % 8�24 4 �
�r � �-1 �
(8126) ;- � f `��. � (J � � � / ��` , •� (8126) /��
IRRIGATION: PROPOSED STORAGE `\, � ; "�l� ;; �� 4 � �(TYPICAL) �� �8 � � , -- / � � _
, T PH; , �8�,`2fi,�� ;-�1 � c ,�`� FIREDEPT_ x8i 25.�3 LG L AYLIGHT DISCHA G g�24 2 8124�
1. ALL IRRIGATION TO BE REPLACED � � _ .__� I 20 S B�'-► � �`�' ���
��% 6-INCH DI AM �� ,-, � � �J, � ACCESS KEYED w�w� '� 6.1 60"x 60"LANDNG(SEE SHEET L�8�A 3A) . ��
2. APPDXIMATELY(20}TWENTY ZONES WILL BE NEEDED b CoLLECTOR DRAW ( _ ��-���-� '��� ° �� I N TO D R AI N G� \ � �
3. INSTALLATION OF BACKFLOW PREVENTER ALSO NEEDED 8123 �; �, i J \ �� � `, TE 0 0 8 9 �o�� �P� -��j ; � PROPOSED LANDSCAPING(SEE SHEET L�) - EASEM N T//I\ � �
(8124� � PIPE FOR ROOF �_���-, � / � � g 4 �- �
r 4. VERIFYALL IRRIGATION LOCATIONS AND TYPES WITH LANDSCAPE ARCHITECT FENCE TO FOLLOW �� � DRAINS (TYPICAL � - � �,-�� p�lside-refertodefaD „ „ ,, 15 �'� ��`, , 3_2�20p7THEP00LAIDSPADRAWINGSSHALLBESUBMfTTEDASSEPARATE
' S. PROVIDE SLEEVES FOR ALL IRRIGATION LOCATED ON SITE PRIOR TO COMPLETION �81) s�o� �i( ) �--% refertosheetA3_4(Typ.) _Ji � -, i y "�EFERRED!ERMITSUBM�TTAL'_ O O
� PROPERTY LINE �21 � m,P� 8121 4 �,-�� �3_5o�a -��� • � � � - CMU BLOCK REIAIN WALL W/4"STONE VENEER W/GUARD& �
� OF ANY HARDSCAPE INSTALLATION BY OTHERS . VE WITH LA T CT. (8120) �_ ,
• . PR O VID E W A T E R S T U B F O R G A R D E N H O S E C O N N E C T I O N I N P O O L A R E A/F R O N T L O B B Y R E A ��' NATNE P� ��L��i'��� S K I L O C K A,� ,a „ m r t �T-; �_� H A N D R A I L(S E E)E T A I L S H E E T A 3_4 8�S H E E T L-4) � , � ��
SET BACK P. $�n �� � T J,��, , �,., 1 6-INCH DIAM ce� +�-� : =� 20
- ��
(TY � „„�� /��;'J (SEE SH ET L-3) �%✓�-�\�� COLLECTOR DRAIN -��� ' �3 ~ - �� "WINTER"SPA pREA 3.5'ABOVE POOL DRAINAGE ` � �
A A AVING: + �'1,� � PIPE FOR ROOF � �� �
I � �/� /` � �� ��� � � � 8123 7
1. ALL PEDESTRIAN AND MOST VEHICULAR SURFACES TO BE SNOWMELTED C O L O R E D C O N C R E T E � J'�� ,,,-�� �r _ � 8 1 ,' � ,� 3+� (SEE SHEET L� LA -6 ECT IO N) = E A S E M E N T
� ��Sr' 4 ��.� ��,�! ($)��s�@YS�c,a� �., � '�-�Y � - �zz1 ENCE P. � ��\
(REFER TO BIG HORN ENG.-SNOWMELT PLAN AND SHEET L-7 FOR COVERAGES) STEPS W/HANDRAIL- # oI � G , � _ _ o + J � � � (HATCHED �/ �
2. DRIVEWAY AND PARKING PAVERS TO BE BORGERT' UNTUMBLED STASSEN SERIES, �6 � " ' a�2o 4',�, (s)TREADS @�'-o• +� ' OULD R A D IERENNIAL GARDEN(SEE SHEEI'L-3) _ 4Y
REFER TO SHEET L-9 t I ` + � (REFERTO SHEE��� � � rJ. a � HZO STUB SEE AR'.HITECTURAL DRAWINGS FOR GUTTER AND ', \ AREA) � � ^ ,\ _
MINNESOTA RIVER COLOR PALLET. SEE DETAILS AND SPECS ON SHEET I.r4 AND 1.-10 ' -� � r D 1�t�gpQ t�L1 � / �� �
3. V E R I F Y P A V E R S I Z E S A N D P A I T E R N W I T H L A N D S C A P E A R C H I T E C T(S E E S H E E T L-1 0) #3 AND 2p L 9 ��O /--� i +20_ � •8 2 8 2 � _3 -=�� `-�j 8'X 8'S C O R E D 1�O L J O I N T C OL ORED G ON CRETE(��IONS �\ , _� �
, + a, DATE DESCRIPTION
-- 4. COLORED CONCRETE BANDING ON 10.6-IZ�SLOPES ON DRIVEWAY AS A 3.4 FOR DETAILS Y WELL �" � � � � 21.56 G� T : 5 22_ REV JUNE 6, ZOOG
C O L L E C T O R T i + � E T T E D S P A S T S T E M-W/JANDY SURE DESCENT �
IND rCATED. BANDS TO BE 12"X 12"RUNNING PERPENDICULAR TO CURB (SEE D �. COL RED \, ,'� � v�� ��
AND GUTTER. BROOM FINISH PERPENDICULAR TO VEHICLE TRAFFIC.ARTEVIA COLOR"COGOA" SILT FENCE � \ � DRAI �� ,=� , - �� 1.52 1_75 , C zg �5� SYSTEM(SEE,HEET L-4) gj � FINAL DRB SUBMITTAL
,, z `� OPEN SPACE � CONCRETE STEPS � �' COLORED CON�RETE STEPS WI HANDRAIL(SEE SHEET A 3.4� � SEPTEMBER 11 2006
5. VERIFY ALL SLEEVING WITHIN BANDING FOR SNOWMELT TUBING WITH SNOWMELT CONTRACTOR. LIMIT OF J � �� ' PAVER P AY � �'i ° 2Q° o � "5� � --- � '
6. COVERED PARKING AREA TO BE STANDARD CONCRETE MIX.NO SNOWMELT. DISTURBANCE - � � ' �r-� (6)RISERS @ 6
7. GENERAL CONTRACTOR RESPONSIBLE POR PLACING ALL IRRIGATION SLEEVING.VERIFY W/LA. �'� '�� SNOWMELTED PAVER PATHS(4'-0"WIDE) �� T ) \� SLOPE 1% � �� � ' 6' � �� (5)TREADS Ae T `� N❑V EMBER LO� 2OOE�
BORGERT PAVER PAT STEELE EDGE Old BOTH SIDES 2% ADAHING ( PROPOSED P�R� ��,�t'FR DRAIN
COMBINED CURB AND GuTTER: PAVERS ON SAND(6"BASE W/'I"SAND BED � �� OCATION �W` 21,75�� POOL STORAGE 8125 4 � 81 AR UND ALL N�`��i�M1t Y�ONS DECEMBER 8, 2006
1. COLORED C�NCRETE CURB AND GUTTER TO BE 18"WIDE HEATED(TYP.� j BETWEEN(TYP_� PEDESTRIAN CIR UI�T ON Q��� 7-0 om ��.� �� � �24 5 � \ � DECEMBER iB� 2OOG
2. COLORED CONCRETE MIX TO BE USED ARTEVIA COLOR CHART"COCOA"TO BE "STRASSEN UNTUMBLF��g� � 1� � � � � _ � � � ,� � p�oo� refe�r"tode�tan POOL i� � 21_7 �POIL BOILER ROOM FFE25D 4_ L � /\ FEBRUARY 2S� 2007
� i ' 6 ' ' - 5 rofer sheet A 3_4(Typ.) �Ll:_ BA FCR LOW PRE1F�NTOR LOCA110N
USED ON CURB AND GUTTER,PAVING BEAMS,POOL DECK,SIDEWALKS,WALU PROPERTY LINE ,�� _ PROPOSED FOUNDAT6N 81�� � , si 23 s
� r� REV: MARCH 26, 2007
STAIRS,SITE STEPS,ADA RAMPS S#18 - � _ -__-_=� '-' �`-�- 1_75 � � DRAIN SEE SHEET�1 ��� - �!� 8120 3 8123 6
�� � �� �� -��+ , � �24 s� -32 � �ssuE JULY 10, 2007
(Tl(P.j , r; 2°/, ,�,<,y-� '� 8123 6 MAY Z 2007
RETAINING WALLISEATWALL• _ , ' 8123 6
1. PARKING LOT RETAINING WALL TO BE"STRAIGHT FAGE-COMPACT UNIT"KEYSTONE BIKE RACK � � o �`= + o �� + ,� )��� (g1 j �� DATE
T AT H" A° L R ED F R PE F ED ONCRETE AREAS - �
B L O C K. C O L O R O M C C O C O C O O U S O S C I 1 C _ o• �' ti'°``���+� '
` � �% / � "`� 2/ ���4 /o+ ��� �81 z '" 3 d 2. B� CKS Z� � � DRAWN E
✓ �
� ❑ 0 l � + 1 3 , �� CRETE LANDING � _ 1 s�zo o �`
ERIFY SPEC.WITH LANDSCAPE ARCHITEC EXISTING FENCE 816 --E- � ` $r � �i ��j , � ) � '� -� � � �
EO 2. ETAINING WALLS AT POOL AREA TO BE C U BLOCK WITH 4"STONE ON BOTH SIDES TO BE RELOCATED � -E- - % � \ � \ / BB4�SE NO ES J� . 21_75 J+��T-�5�+ ; OLORED �
-�. T � FOR SI��Q s�2o �,. {'j /
/\ `��: � 1 � � �\�% � �
� VERIFY STONE WITH ARCHITECT(ASPEN#15 GRANITE) " PAVER S D (8�I20 �`- LEGAL DESCRIPTI❑N
3. ENTRY SEATWALL TO BE CMU BLOCK WITH 4"STONE VENEER WITH STONE CAP(STONE TO MATCH , � � - �- ` o��� ,=�' " � \. � /
�►sPeN#�5 Gtta►N�TE) PASSAGE _ CPj' �OW BOULDER ED , � � _ ;� � � ,1��� � SNOWM LTED(TYP.) °RY wE� -s � � ,,/ ���
NO LOCK ' � � WI CONCRETE AD r''� z��:-, f� I4�% SEE DETA ) .-- S ___ PHASE 1 AND Z
� ��%� � � + )- ' y CONCR TE ST:PS WI HAND IL .1 ��� �1
t � � ' (s»s `a - 380 E, Lionshead Circle
SIDEVI/ALKS: � �� ' , ,--r ,(', �, � '` 0 / �> 8115 8
1. ALL PEDESTRIAN SIDE WALKS TO BE COLORED CONCRETE MIX (USE ARTEVIA COLOR"COCOA") ' �_��� ILT FEN C l � x `� '`l \' SNOVIJ�MELTED(SEE SHEET�L�7� 21 � �, % Town Of VO�II
2. OFFSET SCORE JOINTS EVENLY EVERY 3'-0"(OR OFFSET EQUAL TO WIDTH OF SIDEWALK) �� �J , � ° ' � , - 3'CONCRETE.AND G � (8t16) �-- I !
� � � , ,, Eagle County lo,rado
3. WIDTH OF CONCRETE SIDEVI/ALKS TO BE 3'-0 WIDE(MIN.) PAVER SIDEVI/ALKS TO BE 4'-0"WIDE. �I� 6 y, ' 8 9 _ - �,/ ( �i ISERS i ��ER BAND ADJ'ACE�N ' '� / °�'0�� ������
4. VERIFY SCORE JOINT pETAIL�ON SHEET L 9 HEAT BUFFER BAND ADJA�ENT i \ � ��C1y� �� � _ � �� �T��� � � � 1 ��1SPHALT -2-0 WIDE 6 I I 8115 3 8115 6
5. ALL SIDEWALKS TO HAVE A LIGHT BROOM FINISH RUNNING PERPENDICULAR TO PEDESTRIAN FLOW TO ASPHALT -2-0 WIDE 6 ���� \ ` \\ � THICK CON ET D � _ � J
� �� �� � �� i � ������ ����
THICK CONCRETE BAND � , �, 8 � �'� 3-Z�ZOO� 8� �
6. ALL SIDEWALK5/PATHS TO BE SNOWMELTED. VERIFY WITH MECH.ENG. + umed,-acerif�r existin�vation ,� � C TROL J�II�T-NO H ' I
W/CONTROL JOINT-NO HEAT 3Z�-�b15 3 ���� � SEE SHEET A 3.4 �'�\ 8115 5 EAST � I � \
7. ALL PAVERS INCLUDING ENTRY AREA TO USE"BORGERT"PAVERS. VERIFY PAVER 8�� 6 � , 8115 6 8i t 5 o i �, �g�
.. ,. .. �� ONCRETE LANDIN�`��l �� � PEDESTR) N �
SELECTION AND PATTERN. DRIVEVI/AY PAVERS TO BE STR007 PA'iTERN , STASSEN 8115 4 p 8.04 L ��� �8118 2 � � � � , I ` � � , 8i�4 8
SERIES",NOTTUMBLED,"MINNESOTARIVER"COLOR(3PIECEPATTERNFORDRIVEWAYAND ♦-TOSKISLOPE WESTPEDESTRIANEWrRANCE IMIT OF DISTURBANCE-��S 5 81160 H TB��E BA ENT " / �RANCE � I FINAL CD SET
2 PIECE PATTERN FOR PEDESTRIAN WALKS)SEE L-4 AND L-10 FOR SPECS. GENERAL NOTES: ----� -� (4)TREADS @ ' .9 6 T ASPHAL'� �'��NIDE 6" � 8�15 4 \
8. PEDESTRIAN PATH FROM ENTRY TO WEST SIDE OF PHASE 1 BUILDING TO �- 3-ZS � �' �' ICK CONC ETE BAND g� � g POOL SU BMITTAL
USE PAVERS WITH COLORED CONCRETE BANDING ON DRIVEWAY SIDE. _- � � /� � ��(���Tg � �'� ������� 8115 2
ACCESSSIBILITY: 8115 3 8��� 2 / , PROJECT NUM. 11-3005
9. STANDARD CONCRETE TO BE USED FOR GOVERED PARKING AREA,NO COLOR. � 116 7 ---� � s- 1� Communi Develo ment De �, �
(. ACCESSIBLE PARKING SPACE DESIGNED TO SERVE EITHER CAR OR VAN -� 8116 7 8115 8 -- • ,� �Y P partment
10. COLORED CONCRETE TO BE USED ON CONCRETE BANDS SURROUNDING TRENCH DRAIN 81�5�"� - � - ✓ [3uiiding Safety and Inspection ServiceS
11.ALL PATHS ON WEST AND SOUTH SIDE OF PHASE I BUILDING TO BE BORGERT PAVERS. 2• PARKING SPACE IS LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL 8 _ BIKE PATH �j �j�'����' � 8115 7
FROM ADJACENT PARKING TO THE ACCESSIBLE BUILDING ENTRANCE. 8116 5 ��'���
PAVERS TO HAVE STEEL EDGINGAN BOTH SIDES. USE"MINNESOTA RIVER"BLEND FOR �-� Q��
COLOR USE"STRASSEN HALF REGTANGLE 4"X6"AND STRASSEN RECTANGLE 6"X 8"FOR 3. PASSANGER LOADING ZONE IS ACCESSIBLE --� �_ � S::��'W m �
' 4. ACCESSIBLE ROUTE FROM ACGESSIB�E PARKING TO BE GRADED AT 2%IN BOTH � 8�15 3 n_;;.��;�f�c��.l Building Code/International Residentia) SITE/
"STR006"PATERN. (SEE SHEET L�r4) DIRECTIONS. TRACT B 81�� 5 �-' ---*�� �� � Co V�::e"�.3 cS;�rmii. The issuance or granting of a pertr;t shail
5. ACCESSIBLE SIGNAGE AND VERTIGLE STRIPING TO MEET ANSI 117.1 1998 STANDARDS APPROXIMATE LOCATI0�1 �� EXISTING n be ccnc:re:�d to be a permit for,oran approval of,anyv�olat�on of GRADING e�����
EXTERIORSTAIRS: SEESHEETL-10#2 PERIMETER DRAIN (SKETCHED FROM Yaft���Frov�sionsofthiscodeorofanyotherordinancocftho PLAN c��'
TIE THE PERIMETER DRAIN AROUND THE AN OLD DRAWING DATED 3-8-73 unsdict�o� Pcrmitspresumingtogiveauthontytovioiatecrcancslthe ��"
Q 1. ALL EXTERIOR STAIRS TO BE GOLORED GONCRETE MIX WITH HANDRAILS > provision�cf this code or other ordinances of the jurisd�ction shall not be }
WHERE APPLICABLE(VERIFY HANDRAILS WITH ARCHITEC�ARTEVIA COCOA COLOR. P���' SKI LOCKER FOUNDATION TO THE PROVIDED BY MR JEFF BAILEY� vai�d The i��uance of a permit based on�onstruction documcnts and �
�� '� *1. THE POOL AND SPA DRAWINGS WILL BE SUBMITTE�AS A SEPARATE DEFERRED other data��G91 not revent the bwldin official from re u�rin. th„ �
' 2. "MEDIUM" BROOM FINISH ON ALLTREADSTO RUN PERPENDICULARTO PEDESTIAN FLOW EXISTING PERIMETER DRAIN �IF IT IS P g g � � O 8 16 32
BUILDING PERMIT TIE THE ROOF DRAIN TO TH E TIE THE PROPOSED-� correct�cn cf crrors in thc construction dacumEnts and oth�r data.The NORTH ��)
2. REFER TO ARCHITECUTRAL ENGINEERING CONSULTANTS DRAWINGS FOR ALL FOUND) OR DAYUGH T COLLECTOR DRAIN DISCHARGING PERIMETER DRAIN TO THE bwld���c�uciMi i;,�+,�^^ :hanzed to prevent occupancy er use of a SHEET u E�1� � Q `/ �
POOL PAVING: ELECTRICAL DESIGN EL: 970J48.8520 GONTAGT:STANHUMPHRIES EXISTING strucfur�whcre n latia cf th��codo or of any othEr ordmances of NO7E: SURVEY AND P�AN DATA DEPICTED
1. POOL AREA TO HAVE COLORED CONCRETE ARTIVIA COLOR"COCOA" WITH 8'X8'TOOL SCORE � � I N TO TH E D RY WELL �,,,t, D
� � 3. REFER TO MAXIMUM COMFORT POOL AND SPA DRAWINGS FOR ALL POOL DESICaN SPECIFICATIONS this�urES ,�.,cn � IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LL
JOINTS UNLESS NOTED DIFFERENTLY(VERIFY WITH LANDSCAPE ARCHITEC� ' ) SAMUEL H. ECKER, COLORADO P.L.S. N0. 30091 ���� � � ����
2. 8'X8'SCORE JOINTS VERIFY ALL SCORE)OINTS WITH LANDSCAPE ARCHITECT INCLUDING SLIP OINT DETAIL EL: 970.949.6339 CONTACT:RAY SANTILLAN) PLANS EXAMINcR: DATE: ��� `� °
• 3. SLIP JOINT DETAIL FOR COPING/DECKING TO BE PROVIDED BY MAXIMUM COMFORT POOL 4. P O ECK OCCUPANCY(I 50)PERSONS- OOL DECk AREA 2252 SF SHOWN IN SOLID GREY HATCH DRAINAGE PLAN BY LPK ENGINEERING
- �t�" �dd�-/5�,� ��+ EDWARDS, co eisz� - �. s�o.s2s.sosa -�N OF i/�IL
AND SPAS.
� POOL BOULDERS:
1. ALL BOULDERS TO BE SELECTED BY LANDSCAPE ARCHITECT
2. PLACED BOULDERS IN FIELD WITH LANDSCAPE ARCHITECT
; 3. ALL BOULDERS TO MATCH ARCHITECTURE 5TONE(#15 ASPEN GRANIT� � CALORADO LAND ART SiUD10 INC, zoo�
' � � � � � �
�
.
/
� .r � ••{ a �- � x � � � .#� s . -.'���, � � ��� ..�.....w..`
„ � :.,'- t' � i
GENERAL NOTES FITTING SCHEDULE INDEX �"�, ,�� � �� ,A � �� � ��� f �;��i `"� �"�
CONCREfE SHALL BE PNEUI�ATICALLY APPLJED I�ORTAR (SHOTCRETE CIASSIFlED AS GRADE _ �� ��' � � - , �,, `�''_!� � � , {�T""�� _ � �
) D— INLET RETURN � ,,�, � . , � ,
"A� CONCRETE SUBJECT TO THE PR0111SIONS OF THE LOCAL CODE AND ACI 506-2-89 � � � , ,
SHOTCRETE SPECIFlCAl10NS. � = HYDROTHERAPY JET � �- �� ,� _,_s '��Y � � MAXIMUM COMFORT
---. �° fl,�~�£ � `� �B��- � � � POOL & SPA, INC.
CONCREfE SHALL BE CO�IPOSED OF 8 1/2 SACK OF CEMENT, 20X 3/8' AGGREGATE, 80% � g `kr ` -�`"` - ,€ �� 970-949-6339
CONCREfE SIWD, 3 TO 5 OZ. AIR INfRNNING COMPOUND, 2 TO 5 OZ. WATER REDUCING = JET SIDE SUC110N OUTLET � §� x g � �
ADMIXTURE, 10% WATER W(TH 4" SLUI�P AND 6000 PSI CO�IPRESSNE S1RENGTH AT 28 DAYS. � �4 s z, � � � rt"x;~t ';
� � �� � � ` ,, ; p � i ,-�x ..��.
ftEiNFORCING STEEt. SHALL BE DffORMED BARS CONFORMIN6 TO ASTM SPECIFlC�TION A615 Q = SPA SIDE CONTROL BUTTONS ` � �_p�
6RADE 40. ��' � +A�1 A1+e � r i � � ,. _�..�
-18 = JET ELEVATION BELOW BOND BEAM � `•i,' � ' � �� �� � y°' �'�
LAP ALL BARS 36 DIAMEfERS MINIMUI�. ALL SiIRRUPS, 11ES, AND DOWEL.S SHAIl BE A615
GRADE 40. � = JET AIR CONTROL �` A.. u�� Y n �4 � � � �� �i�� � �y
�� �� �� � � � � _ � � � � a. _ ��
� ti �d�� �� _ _��. TM�� �
PROVIDE 3` CLEARANCE OF RONFORCEtuIENT STEEL FR01� SOIL IN WALLS AND 3" CLEARANCE N = SURFACE SKIMMER OUTLET �� � �� �� � °�� �� �,,`;,, �� �..,
IN FLOOR SLABS. USE ALL �4 BARS. ��x ��q � � 1; `�"��_ � �;
.r-
All BARS TO BE A MINII�UM OF 12' ON CENTER EACH WAY. � = FLOOR SUCTION OUTLET � ? �`�`~•---```'(� �°`� �'°: � � " � r„� �
\ �� �£�'"��`�..�� k � k k rrr��M
CONCREfE (SHOTCREfE) SHAI.L BE PLACED AGAINST UNDISTRUBED NATt1RAL SOIL OR AGAINST _�y_� = yyET NICHE LIGHT G� � � ,�-� � �4�
SUffABLE FlLL COMPACTED TO 90% I�INII�UM PROCTOR DENSITY : � ����=' . � � � � �
• �° _�_��.���� � � f`�
. ALL POOL AND SPA RECIRCULATION PIPlNG SHAI.I. BE PVC SCHEDULE 40 OR BETTER. �� � RISE • ` � � �� ' � ; '� �a
� � � `` � �,���.� -��---
POOL AND SPA SHAIl BE CONSTRUCTED IN COMPLIANCE WffN 1HE 2005 NAlIONAL ELECTRIC �� ' � .�_ - � �
CODE - THE 2003 INTERNATIONAL BUILDING CODE - TFIE 2003 INTERNATIONAL RESIDEWTIAL l� 1�� `� ���,._ ��''-� � �= �: � `
_ CODE - THE 2003 IM'ERNA110NAL MECHANICAL CODE - ?HE 2003 IMERNATIONAL FUEL GAS � � �"�"° '
i � �`a � ..�' }-�r°� �'`�,a ,.,�'
CODE - THE 2003 II�TERNAl10NAl PLUMBING CODE - THE 2003 INTERNATIONAL ENERGY � � ,�� ■ � - i �-----
CONSERVATION CODE. ��,,,,�,� ;''�.. � -"�`� � �x� `
_.� �, �,i� ,,�� —. ` ,�
�
POTABLE WATER INLEfS INTO POOL AND SPA FOR IuW(E UP WATER, WHEN PROTECIED BY A � �"�� � �"` � �' � � � � � � ���`"
,�; ,�� � �,,� �� ,
L I S T E D A T I�I O S P H E R I C V A C U U M B R F�I(E R, S H A I l H A V E S U C H A T I�I O S P H E R I C B R E A K E R I N S T A L L E D �,,u�� -��>.� �; r- � ;� , � - `
ON THE DISCHARGE SIDE OF THE LAST VALVE WITH THE CRmCAL LEVEL NOT LESS THAN SIX �" � ` �r`�°` - � �� , � E � �,_ f- ��
(6) INCHES OR IN ACCORDANCE WITH (TS LISTING ABOVE THE FLOOD LEVEL RIM OF THE POOL � � � �, %� �� �� ��-���� -�►c'�►-..,�„�,�,�r� �� � � �� �y� �
EQUIPMENT AND ALL DOWNSiREA�i EQUIPI�ENT. f, -._..�� i!�-� �'� �� � �--�- °�� �`'" - # � Z
OCCUPANCY LOAD FOR DECK AREA AROUND POOL AND SPAS IS 34 ' ` �'`�'�� ' � ���.,...�{T � �' � � � '�rH v' ,'� �
1 PERSONS. �� � � � � + `� ',� �,.� -- �, J
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+ Y���, �� • �
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'" �'� %�.. = w
MECHANICAL �� �• � � � � ���� �,� � � z
ROOM LAYOUT POOL �� � - , . ��u���t��`�` _�_ ' � _
� � , � � r � z
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WEIR CIRCUTATON PUI�P POOL CIRCULATION PUt�P �,���, � , � Q C
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POOL & SPA, INC.
� = HYDROTHERAPY JET '� 'O 4 970-949-6339
V �
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.
0
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. o �
1 � � 3' 2' 1'-10'
. POOL CRITICAL DATA o
POOL SHAPE -RECTANGULAR �� 2 �
POOL DIMENSIONS I.D. - LENGTH - 32'-0' WIDTH -18'-0' �
DEPTH 1 - 3'-0" DEPTH 2 - '�-0" 16 �
DEPTH 3 - 18 10'-0' 12'-C 10'-0" �
WA7ER SURFACE AREA 551 S.F. 5
0
WATERLINE PERIMETER 106 LF. __•_ ^ ` ;�,
OUT5IDE PERIMETER LF. � U�-
IMERIOR SURFACE AREA S.F 14 3
TOTAL WATER VOLUI�E 18600 GALLONS
TURNOVER T11�E 6 HOURS Q
FLOW RATE 52 G.P.�I. ° O �
FlLTRATiON MEDIA CARTRIDGE FlLTER
FlLTRATION RATE 0.375 G.P.�I./S.F �� �� �* Q Q
CALCULATED TDH FEEf OF HEAD
DISTANCE TO EQUIP�IINf 20 LF. 12 � `" o Q Q
EST1tulATID BAIHER LOAD 21 PPL/DAY 3'-6' WATER DEPTH 3�-6" TO 8'-0" YATER DEPTH 8'-0" WATER DEPTH � � W Z
Q
POOL PIPE & FITTING SCHEDULE SI � 13 = J U)
1 P O O L F L O O R S U C T I O N O U T L E T 2 1/2' I.D. _ � � Z
2 POOL SKIMI�ER SUCTION OUTLET 3" I.D. %� � � U O
3 POOL RETURN INLET 2 1/Y I.D.
�
4 WOR SUC110N OUTLET 2' I.p. O Q W
_ 5 WEIR REiURN INLET Y I.D. o = �° � = U�
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POOL EQUIPMENT SCHEDULE E�TIl VOLTS AM z Z
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O Q
11 CARTRIDGE FlLTER - STA-RffE �S8M150 t �'�
Q J 0..
12 POOL HEAT D(CHANGER - CARLSON 10.0 HE 2 w
13 CHEMICAL FEED - PENTAIR HC-3315 1 '�� 3'-2' 1'-10' O �
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16 FLOW�IEfER - BLUE WHf1E IND. 2 PVC - PRII�IARY 1 „O `' � � �
i
17 FLOWMETER - BLUE WHffE IND. 1 1/2" PVC - HE CIRC. 1 • � " V�
o �
18 CONTROL SYSTE�I - IMELLffOUCH i10+3D - SHARED t 115 3 `° �� _19 O 0
19 POOL L1GHT'S - INTELIJBRfTE LED 4 120 3 .�� �I� a
20 WEIR CIRCUALTION PUt�P - IM'EWRO HIGH PERFORI�IEWCE PUMP 1 230 16 � � � �
N iW0 WAY VALVE - BAl1 VALVE SPEARS COMPACT 2" 10 ` ` �
0 o O
S O
SPA CRITICAL DATA
SPA SHAPE - �iOUND GRAB n'
� . HC LIFT � RAiLS
SPA DIMENSIONS I.D. - DW�IEtER - 10-0 WIDiH - ANCHOR
DEPTH 1 - 3�: DEPTH 2 -
WATER SURFACE AREA 80 S.F.
WATERLINE PERIMETER 31'-5' LF. 5'-0� 19'-0' 2'-0' 2�-0� 4�-0'
OUT5IDE PERIMETER LF.
� INTERIOR SURFACE AREA S.F. 9'-4� 32'-P 1'-0'
TOTAL WATER VOLU�IE 1420 GAII.ONS
4 TURNOVER T1ME 30 HOURS
FLOW RATE 47 G.P.�i.
FlLTRATION I�EDIA CARTRIDGE FlLTER P O O L P LA N
FlLTRATION RATE .375 G.P.�1./S.F
ca�cuu�tm mH 24.6 �r oF �au � SCALE: 1/2"=1'-0"
OISiANCE TO EQUIPI�ENT 20 LF.
ESTII�IATED BATHER LOAD 12 PPL/DAY
34'-0'
SPA PIPE dc FlTf1NG SCHEDULE �l�E >>�-$M 4M 1'-0' 32'-0' 1�-0"
t SPA JET RENRN INLET 2 1/2" I.D. 1'-0� 1'-6' 1'-0' 7'-6$'-6' 8'
2 SPA JET SUC110N OUTLET 3' I.D. �
3 SPA CIRCULATION FLOOR SUCTION OUTLEf 2 1/2' I.D. �
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5 SPA CIRCUtAT10N RETURN INLET 2" I.D. � ' � � ' � � 3
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SPA EQUIPMENT SCHEDULE �Y VOLTS AMPS • a .
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. a '` • - o . .
17 fLOWMETER - BLUE WHf1E iND. 1` PVC - HE CIRC. 1 ` ' - ° -` � ° �
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18 COMROL SYSTEM - INTELLITOUCH i10+3D - SHARED 1 115 3 - , ° . , � ^
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970-949-6339
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SPA CRITICAL DATA
, SPA SHAPE - ROUND
SPA DIMENSIONS I.D. - DIANIEfER - 10'-0" WIDTH - 13
DEPiH 1 - 3'-6` DEPTH 2 -
WATER SURFACE AREA 80 S.F. t'_0" 10'-0' 1'-0" 1'-0" 1'-0'
WAlERIJNE PERIt�ETER 31'-5" LF.
OUTSIDE PERIMEfER LF. 4' t'-6' 4'-8' t'-0" 1'-0' 1'-6'
INTERIOR SURFACE AREA S.F
TOTAL WATER VOLUME 1420 GALI.ONS
TURNOVER TI�IE 30 HOURS
. .
FLOW RATE 47 G.P.t�. o 0
FlLTRATION I�mIA CARiRIDGE FlLTER
FlLTRA?lON RATE .375 G.P.t�./S.F
CALCULAIID TDH 24.6 FEEf OF HEAD
DISTANCE TO EQUIPI�ENT 20 LF. Q
ESTII�IATED BATHER LOAD 12 PPL/DAY
Q Q
SPA PtPE & F'fIT1NG SCHEDULE S�E � �
1 SPA JET RETURN INLET 2 1/2' I.D. � W Q
2 SPA JET SUC110N 011TLET 3" I.D. J
3 SPA CIRCULATION FLOOR SUCTION OUILET 2 1/2' I.D. V J � �
4 SPA SKIMMER SUCTION OUfLET 2" I.D. Z (j z
5 SPA CIRCULAl10N RETURN INLET 2" I.D.
Q
N a � NEW SPA o N � Q �
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10 SPA JET PUMP - 2 HP. 2 SPD - WHISPERFLOW fDS-8 2 230 22 z �
11 SPA CIRCUAL110N PUMP - 1 HP - WHISPERFLO WFE-4 1 115/230 15 �.._ 0 U
12 SPA CARTRIDGE FlLTER - STA-RIIE � S71�120 - 300 SQ. FG 1 � --� W
13 SPA HEAT D(CHANGER - �IF 200 1 w �
14 SPA CHEMICAL FEEDER - RAINBOW 320 1 p Z
16 FLOWMEfER - BWE WHffE IND. 2' PVC - PRIMARY 1 � � �
17 FLOWI�IEfER - BLUE WHf1E IND. 1' PVC - HE CIRC. 1 �J �
18 CONTROL SYSTEM - INTELLffOUCH i9+3S 1 115 3 Q Q
19 SPA LIGF(i - INTELLIBRITE LED 1 120 3 O �
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EMERGENCY EQUIPMENT
U
• - DISCONNECT
SEE REQUIREMENTS THIS PAGE
' MP-19,21
' LUMIN,�IRES INSTALLED IN OR AROUND A STATIONARY POOL �
PO L E UIP
023 GFCI PP
THIS IS IN REFERENCE TO SECTION 680 23 LUMINAIR=S INSTALLED BELOW THE NORMAL WATER LEVEL THE DESIGN OF A LIGHT FIXTURE LESS THAN 15 VOLTS FOR POOL USE
( �2 1 1 10 10 10 I 10 11 O O _ CONDITI NS DURING NORMAL RE LLAMPINGTURE IS IN;TALLEO WITHOUT A GROUND FAULT CIRCUIT INTERRUPTER THERE IS NO SHOCK HAZARD WITH ANY COM8INATION OF FAULT '
20 10
TRANSFORMERS FOR UNDERWATER LUMINAIRES SHALL BE AN ISOLATED WINDING TYPE WITH A GROUNOED METAL BARRIER BENVEEN THE PRIMARY AND SECONDARY WINDINGS,
� �g AND SHALL BE LISTED FOR THE PURPOSE �
�8 I I I (� I I �g I I BRANCH CIRCUITS SUPPLYING UNOERWATER LUMINAIRES THAT OPERATE AT MORE THAN 15V SHALL BE GFCI PROTECTED �
LISTED UNDERWATER LUMINAIRES SHALL NOT OPERATE ON CIRCUITS OVER 150V
F �� �� F F �> LISTED UNDERWATER LUMINAIRES SHALL BE INSTALLE[ SO THAT THE TOP OF THE LUMINAIRE LENS IS AT LEAST 18 IN BELOW THE NORMAL WATER LEVEL
WET-NICHE UNDERWATER LUMINAIRES WIRING TO THE FORMING SHELL
THE RACEWAY THAT CONNECTS DIRECTLY TO A WET-hICHE LUMINAfRE FORMING SHELL SHALL BE
PP-10 PP-26 PP-18,20 �P-� PP-13,15 (A) METAL CONDUIT BRASS OR OTHER APPROVED C(RROSION-RESISTANT RIGID METAL ,+,
(B) NONMETALLIC CONDUIT NONMETALLIC CONDUIT SfALL CONTAIN AN 8 AWG INSULATED SOLID OR STRANDED COPPER EQUIPMENT GROUNDING CONDUCTOR THE TERMINATION
PP-21,23 PP-22,24 PP-17,19 OF THE EQUIPMENT GROUNDING CONDUCTOR IN THE =ORMING SHELL SHALL BE COVERED WITH, OR ENCAPSULATED IN, A LISTED POTTING COMPOUND TO PROTECT THE
GFCI
PP-25,27 PP-28 CONNECTION FROM THE POSSIBLE DETERIORATING EFfECT OF POOL WATER
WET-NICHE LUMINAIRES THAT ARE SUPPLIED BY A FLEXIBLE CORD OR CABLE SHALL HAVE ALL EXPOSED METAL PARTS GROUNDED BY AN INSULATED COPPER EQUIPMENT �
r � GROUNDING CONDUCTOR THAT IS AN INTEGRAL PART JF THE CORD OR CABLE THIS GROUNDING CONDUCTOR SHALL BE CONNECTED TO A GROUNDING TERMINAL IN THE U
I I SUPPLY JUNCTION BOX, TRANSFORMER ENCLOSURE 0� OTHER ENCLOSURE. THE GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN THE SUPPLY CONDUCTORS, AND NOT
MP-2,4,6,H,� OI BL I SMALLER THAN 16 AWG °
O � BRANCH-CIRCUIT WIRING �
� (1) WIRING METHODS BRANCH-CIRCUIT WIRING FOR UNDERWATER LUMINAIRES SHALL BE RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, LIQUIDTIGHT FLEXIBLE
I I NONMETALLIC CONDUIT, OR RIGIO NONMETALLIC CONDUIT
L__J WHERE INSTALLED ON BUILDINGS, ELECTRICAL METALLC TUBING SHALL BE PERMITTED, AND WHERE INSTALLED WITHIN BUILDINGS, ELECTRICAL NONMETALLIC TUBING OR
MP-15,� 7 ELECTRICAL METALLIC TUBING SHALL BE PERMITTED (IIQUIDTIGHT FLEXIBLE METAL CONDUIT OR LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT SHALL BE PERMITTED IN INDIVIDUAL
( THEGBRANCHT C RCUEDICONDUCTORSDTO�ANMUNDERWAER�LUMINAIRETSHALLNCONTAINEANINI S LATED ICO PER EQUIPMENT GROUNDING CONDUCTOR THE EQUIPMENT GROUNDING � -
S P A A N D P 0 0 L E Q U I P M E N T S C H E D U L E CONDUCTOR SHALL NOT BE SMALLER THAN 12 AWG �ND IT SHALL BE WITHOUT SPLICE
' � (A) IF MORE THAN ONE UNDERWATER LUMINAIRE IS 9JPPLIED BY THE SAME BRANCH CIRCUIT, THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE PERMITTED TO TERMINATE TO •-
2 A LISTED POOL JUNCTION BOX THAT MEEfS THE REQJIREMENTS OF 680 24(A) � �
r � POOL EQUIPMENT SCHEDULE .(�TY VOLTS AMPS (B) THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE PERMITTED TO TERMINATE TO THE GROUNDING TERMINAL OF A LISTED POOL TRANSFORMER THAT MEETS THE
MP 2,14,1 6,1 8,20I I 10 CIRCUALTION PU�IP - WHISPERFLO WFE-4 - 1HP 1 230 15 REQUIREMENTS OF 680 23(A)(2)
I BL I 18 CONTROL SYSTEM - INTEWTOUCH i10+3D - SHARED W/ SPA 1 1 115 3 LUMINAIRE BRANCH-CIRCUIT CONDUCTORS ON THE LCAD SIDE OF A GFCI OR TRANSFORMER SHALL NOT OCCUPY RACEWAYS, BOXES OR ENCLOSURES CONTAINING OTHER
I CONDUCTORS UNLESS ONE OF THE FOLLOWING CONDTIONS APPLIES �
I 19 POOL LIGHTS - INTEWBRITE LED 4 120 3 * (1) THE OTHER CONDUCTORS ARE GFCI PROTECTED
20 WEIR CIRCUALTION PUMP - INTELLIRO HIGH PERFORMANCE PUMP 1 230 16 (2) THE OTHER CONDUCTORS ARE GROUNDING CONDUCTORS
�� L__J (3) THE OTHER CONDUCTORS SUPPLY A FEEO-THROIGH TYPE GROUND-FAULT CIRCUIT INTERRUPTER
(4) THE OTHER CONDUCTORS ARE IN A PANELBOARD
U
POOL SPA EQUIPMENT SCHEDULE (.�TY VOLTS AMPS
� BOILERS to SPA JEf PU�IP - 2 HP 2 SPD - WHISPERFLOW FDS-8 4 230 44 GROUNDING �ND BONDING REQUIREMENTS STATIONARY POOL AND SPA
�22 11 SPA CIRCUALTION PUMP - t HP - WHISPERFLO WFE-4 2 115/230 30 J �
GROUNDING AND BONOING REQUIREMENTS OF POOL A�D SPA AREAS PER NEC 2005 ARTICLE 680 �
MP-5,7,9 18 CONTROL SYSTEM - INTEWTOUCH i9+3S 1 115 3 ALL METAL WITHIN 5FT TO BE BONDED AS DESCRIBED IN 608 26(A) THE FUNCTION OF EQUIPOTENTIAL BONDING DIFFERS FROM THE FUNCTION OF BONDING TO
19 SPA LIGHT - INTEWBRITE LED 2 120 6 * MEET THE REQUIREMENTS OF ARTICLE 250 IN THAT PFOVIDING A PATH FOR GROUND FAULT IS NOT THE FUNCTION OF THE EQUIPOTENTIAL BONDING GRID AND
W ASSOCIATED BONDING CONDUCTORS TO CREATE AN ELCTRICALLY SAFE ENVIRONMENT IN AND AROUND PERMANENTLY INSTALLED SWIMMING POOLS A BONDING
SYSTEM WHOSE SOLE FUNCTION IS TO ESTABLISH AN :QUAL ELECTRICAL POTENTIAL (VOLTAGE) MUST BE IN PLACE THIS BONDING SYSTEM REQUIRES A MINIMUM OF �
AN 8 AWG BONDING CONDUCTOR WILL BE USED TO BOND TO ALL PIECES OF METALLIC PARTS PRESENT AND ALL WATER CIRCULATING EQUIPMENT TO A COMMON
* ALL POOL AND SPA LIGHTING WILL BE CIRCUIITED TO PANEL MP2 BONDING GRID SUCH AS THE POOL REINFORCING STEE, POOL METAL WALL OR AN ALTERNATIVE BONDING GRID AS DESCRIBED IN ARTICLE 680 26(C) (3) THE
MP-1 1 ,� 3 0 METALLIC PARTS OF A POOL, SHALL BE ELECTRICALLY BONDED TO A COMMON BONDING GRID BY A SOLID CONDUCTOR NOT SMALLER THAN 8 AWG. BONDING IS
REQUIRED FOR DIVING STRUCTURES, SLIDING GLASS D(OR FRAMES, WINDOWS, FENCES, SCREEN ENCLOSURES, HEATER EQUIPMENT, AND THE METAL CASES OF
�W ELECTRICAL EQUIPMENT, SUCH AS THE BLOWER, CHLOfINATOR, ETC LOCATED WITHIN 5 FT OF THE WATER'S EDGE THE TERMINATION OF THE BONOING CONDUCTOR
2 SHALL BE MADE BY EXOTHERMIC WELDING, OR CLAMP� LABELED (LISTED) AS BEING SUITABLE FOR THE PURPOSE THE COMMON BONDING GRID CAN CONSIST OF �
ELECTRICAL - POOL EQUIPMENT PLAN ( ) THE STRUCTURALfN EINFORCING STEEL OF THE COPCRETE POOL, OUTDOOR SPA OR HOT TUB THAT IS SECURED BY STEEL TIE-WIRES
I 2 O (2) THE WALL OF A BOLTED OR WELDED MEfAL POOL
SCALE 1/4°=1'-0" (3) A BARE SOLID COPPER CONDUCTOR, , NOT SMALL:R THAN 8 AWG CAN BE USED TO CONSTRUCT A GRID TO COVER THE CONTOUR OF THE POOL AND POOL
L DECK, EXTENDING 3 FEET HORIZONTALLY FROM THE IMIDE WALLS OF THE POOL THE GRID SHALL BE ARRANGED IN A 12"X12" NETWORK OF CONDUCTORS IN A
` i UNIFORMLY SPACED MANNER WITH ALL POINTS OF CRCSSING BEING BONDED WITH A LISTED MEANS THE GRID WILL BE BELOW GRADE AND SECURED WITHIN OR
' UNDER THE POOL AND DECK MEDIA
� THE BONDING REQUIREMENTS ARE NOT INTENDED TO FEQUIRE AN S AWG COPPER CONDUCTOR TO BE BONDED TO A PANELBOARD, SERVICE EQUIPMENT OR
_ ELECTRODE
RECEPTACLES INSTALLED NEAR OR AROUND A STATIONARY POOL
RECEPTACLES FOR POOL, OUTDOOR SPA, AND HOT TUB MOTORS OR OTHER LOADS DIRECTLY RELATED TO THE
CIRCULATION SYSTEM SHALL BE LOCATED AT LEAST 10 FT FROM THE INSIDE WALLS, OR NOT LESS THAN 5 FT FROM
PANEL SCHEDULE — PP TYPE PANELBOARD BUS SIZE 125 PHE,SES 3 NEU"fRAL BUS YES THE INSIDE WALLS IF THE RECEPTACLE IS
VOLTAGE 120/208 MAIN BRKR 125 SHUNT TRIP WIR=S 4 GROUND BUS YES (1) A SINGLE RECEPTACLE
ENCLOSURE NEMA1 MOUNTING FLUSH SC RATING 12000 (2) OF THE TWIST-LOCK TYPE
LOAD T`(PE LOAD DESCRIPTION AMPS CKT# �l CKT# AMPS LOAO TYPE LOAD DESCRIPTION (3) OF THE GROUNDING TYPE �
POLES LOAD LOAD POLES (4) GFCI PROTECTED �
ALL OTHER RECEPTACLES SHALL BE NOT LESS THAN 10 Ff FROM THE WATER i
RECEPTACLE EXTERIOR RECEPTACLE 20A 1 A 2 20A SPAFE UNALLOCATED FUTURE AT A DWELLING UNIT, ONE 15A OR 20A, 125V RECEPT/CLE SHALL BE LOCATED NOT LESS THAN 10 Ff AND NOT MORE v
--- 1 P 180 1200 1 P --- THAN 20 Ff FROM THE WATER THIS RECEPTACLE SHAL BE LOCATED NOT MORE THAN 6 FT 6 IN ABOVE THE FLOOR, -a
PLATFORM, OR GRADE LEVEL SERVING THE POOL, OUTD)OR SPA OR HOT TUB. c�
MOTOR POOL PUMPS 20A 3 B 4 20A SPAFE UNALLOCATED FUTURE WHERE A POOL, OUTDOOR SPA OR HOT TUB IS WITHIN 10 FT OF A DWELLING, THE RECEPTACLE REQUIRED SHALL BE �
--- 2P 1000 1200 1 P --- PERMITfED TO BE INSTALLED NOT LESS THAN 5 FT MEi,SURED HORIZONTALLY FROM THE INSIDE WALL OF THE WATER 1 � N
ALL 125V RECEPTACLES LOCATED WITHIN 20 FT OF THE INSIDE WALLS OF THE WATER SHALL BE GFCI PROTECTED
MOTOR --- --- 5 C 6 20A SPAFE UNALLOCATED FUTURE o
--- --- 1000 1200 1 P --- � J o
MISCELLANEOUS POOL CONTROL SYSTEM [18] 20A 7 A 8 20A MISC=LLANEOUS OZONE � �" � . � �
--- 1 P 345 1200 1 P --- � � o
EMERGENCY SHUTOFF REQUIREMENTS �
MECH HEATING ELECTRIC UNIT HEATER 30A 9 B 10 20A MISC=LLANEOUS CHEMICAL CONTROLLER €18� � M v
--- 2P 1750 200 1 P ---
A CLEARLY LABLELED EMERGENCY SHUTOFF OR CONTR4L SWITCH FOR THE PURPOSE OF � �, �
MECH HEATING --- --- 11 C 12 20A MOTC�R OZONE PUIvIP STOPPING THE MOTORS THAT PROVIDE POWER TO THE �ECIRCULATION SYSTEM AND JEf ��` — _
--- --- 1750 200 1 P --- SYSTEM SHALL BE INSTALLED AT A POINT READILY ACCESSIBLE TO THE USERS AND NOT r�
MOTOR POOL - WEIR CIRC PUMP [20] 20A 13 A 14 20A MOTC�R AUTOFEEDER LESS THAN 5 FEET AWAY � �•++ � .c�o
--- 2P 1840 200 1 P --- � u= �
MOTOR --- --- 15 B 16 20A MOTC�R CHEMICAL 1=EED PUMP -a �
--- --- 1840 345 1 P --- FLAG NOTES Q � � �u
• MOTOR POOL CIRC PUMP WFE-4 (1HP) [10] 20A 17 C 18 25A MOTC�R SPA JET PUMP #1 (2HP) GFCI �10� � � H —
. GFCI 2P 1725 1265 2P --- 1 THE LIGHTING AROUND THE POOL AREA WILL BE �IRCUITED TO THE NEW PANEL MP2 CIRCUIT #3 LOCATED IN THE NEW BOILER ROOM c •�
V E R I F Y W I T H OWN E R TH E EXTENT AND QUANITY PLUS THE TIME SETTING FOR THE POOL AREA LIGHTING � .� �►
MOTOR --- --- 19 A 20 --- MOTGR --- — -� �,,_
--- --- 1725 1265 --- --- 2 THE LIGHTING IN THE LOCKERS AND SPA AREA WLL BE CIRCUITED TO THE NEW PANEL MP2 CIRCUIT #1 LOCATED IN THE NEW BOILER � — �
MOTOR SPA JET PUMP #3 (2HP) GFCI �10� 25A 21 B 22 25A MOTC�R SPA JET PUMP #2 (2HP) GFCI �10� ROOM VERIFY WITH OWNER THE AMOUNT AND TYPE OF SWITCHING PRIOR TO ROUGH-IN � �
--- 2P 1265 1265 2P --- „ o
MOTOR --- --- 23 C 24 --- MOTQR --- o � v ~
--- --- 1265 1265 --- --- � � �
MOTOR SPA JET PUMP #4 (2HP) �10� 25A 25 A 26 20A MOTGR SPA CIRC PUMP #1 (1 HP) GFCI �1 1� � m
--- 2P 1265 1175 2P ---
MOTOR --- --- 27 B 28 --- MOTCR --- ^
--- --- 1265 1175 --- --- o
SPACE --- --- 29 C 30 20A MOTCR SPA CIRC PUMP #1 (1HP) GFCI �11� O J
--- --- 0 1175 2P ---
SPACE --- --- 31 A 32 --- MOTCR --- GENERAL NOTES
--- --- 0 1175 --- ---
SPACE --- --- 33 B 34 --- SPACE 1 ALL CONDUITS AND CONVEYANCES SHALL BE CONCEALED �N THE EVENT THAT A NEW DEVICE IS BEING INSTALLED
--- --- 0 0 --- --- IN AN EXISTING DRYWALL PARTITION, PROVIDE n CUT IN TYPE BOX AND FISH FLEXIBLE CONDUIT DOWN INSIDE THE
WALL FROM ABOVE THE CEILING AND REPAIR T�E DRYWALL AROUND THE CONDUIT TRANSITION TO EMT ONCE ABOVE
SPACE --- --- 35 C 36 --- SPACE --- THE CEILING
--- --- 0 0 --- ---
SPACE --- --- 37 A 38 --- SPACE --- 2 SIZES OF WIRE AND CABLES ARE BASED UPON COPPER CONDUCTORS, UNLESS OTHERWISE INDICATED ALL
--- --- 0 0 --- --- CIRCUITS SHALL CONTAIN (2)#12 AWG WITH (11#12 GND fN 1/2" CONDUIT UNLESS NOTED OTHERWISE P R 0 J E C T : 06-146
SPACE --- --- 39 B 40 --- SPACE --- 3 ALL PENETRATIONS IN OR THROUGH FIRE R�TED PARTITIONS SHALL BE FIRE STOPPED IN SUCH A WAY THAT THE D R A W N B Y : BB/RC
� --- --- 0 0 --- --- PENETRATION MATCHES THE FIRE RATING OF THE WALL
SPACE --- --- 41 C 42 --- SPACE D A T E : 4-OS-2001
---
� --- --- 0 0 --- --- 4 THE ELECTRICAL CONTRACTOR IS RESPONSIELE FOR ALL COORDINATION BETWEEN THE APPROPRIATE DISCIPLINES
" AND CONTRACTORS
LOADS BY TYPE• LOADS BY PHASE•
REVISIONS :
LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE 5 COORDINATE ALL DEVICE, FIXTURE AND HAR)WARE COLOR SELECTIONS WITH THE ARCHITECT PRIOR TO MAKING
TYPE LOAD (VA) FACTOR LOAD (VA) PHASE LOAD (VA) LOAD (AMPS) (PERCENT) SHOP DRAWING SUBMITfALS LODE CHANGES OZ-?E-ZOO�
LIGHTING 0 00 1.25 0 00 A 1 1570 00 96 42 A-B 97 7 6 BRANCH CIRCUIT AND SPECIAL SYSTEMS WIFING FOR DEVICES ON WALLS IN FINISHED AREAS WHICH CANNOT BE CODE CHANGES O4-05-2001
KITCHEN 0 00 0 00 0.00 B 1 1305 00 94 21 B-C 95 9 CONCEALED SHALL BE INSTALLED IN SURFACE MOUNTED RACEWAY CODE CHANGES O�-IZ-ZOO�
PROCESS 0 00 1 00 0 00 C 10845 00 90 38 C-A: 93 7
RECEPTACLES 180.00 1 00 180.00 7. ALL EXPOSED CONDUITS, BOXES, ETC IN R)OMS TO BE PAINTED SHALL BE PAINTED TO MATCH THE SURROUNDING
MECH HEATING 3500 00 1 00 3500 00 TOTAL/AVERAGE 33720 00 93.67 95 8 SURFACE. EXPOSED CONDUITS, BOXES, ETC IN ROOMS WHICH ARE NOT PAINTED MAY BE LEFT UN-PAINTED. EXPOSED
MECH COOLING 0 00 1.00 0.00 CONDUIT, BOXES, ETC ON THE EXTERfOR OF BUILDINGS SHALL BE PAINTED TO MATCH THE SURROUNDING SURFACE
MECH YEAR ROUND 0 00 1 00 0 00 NOTES• AS CLOSELY AS POSSIBLE ���.���,
APPLIANCE 0 00 1 00 0 00 _p°�,�p,N B�A�M��.�
MISCELLANEOUS 1745.00 1 00 1745.00 1 THE LARGEST CONNECTED MOTOR LCAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS 8 THE CONTRACTOR IS RESPONSIBLE FOR PA�HING, PAINTING, REPAIRING OR REPLACEMENT OF ALL WALLS, CEILING C3�o ��,p
MOTOR 24695 00 1.00 37042 50 OR OTHER BUILDING ELEMENTS WHICH ARE DI�fURBED AS PART OF THE DEMOLITION AND/OR INSTALlATION OF m� ;�3$�3 A,
SPARE 3600.00 1 00 3600 00 ELECTRICAL WORK ; �
LARGEST MOTOR � ABOVE 0 25 920 00 � •
TOTAL 33720 00 34640 00 9 PROVIDE ELECTRICAL CONNECTION TO ALL FRE SMOKE DAMPERS INCLUDING POWER AND FIRE ALARM VERIFY .•
EXACT SIZE AND FINAL LOCATION OF ALL DAMFERS WITH THE MECHANICAL CONTRACTOR ALL ROOFTOP UNITS RATED '••••••°°•
AT MORE THAN 2000 CFM WILL BE OUTFITTED WITH A DUCT DETECTOR IN THE RETURN DUCT ALL ROOFTOP UNITS
RATED AT MORE THAN 15000 CFM WILL BE OITFITTED WITH A DUCT DETECTOR IN BOTH THE SUPPLY AND RETURN v
DUCT AT ROOFTOP LEVEL AND IN THE RETURN DUCT AT EVERY LEVEL THAT IS SERVED. ELECTRICAL CONTRACTOR 7 � �
WILL PROVIDE A REMOTE TEST STATION AND AlL WIRING NECESSARY TO COMPLETE INSTALLATION
- 10 REFER TO THE ELECTRICAL CONNECTIONS ;CHEDULE FOR ADDITIONAL REQUIREMENTS ASSOCIATED WITH PLUMBING �
AND HVAC EQUIPMENT AND OWNER/GENERAL CONTRACTOR FURNISHED EQUIPMENT
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