|
NOTE: GENERAL NOTES OWN�
<br /> BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER TABLE N0. � �, T}{IS STANDARD POOL STRUCiURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING 1.KEEP SHOTCRETE (GUNI7E) DAMP CONIINUOUSLY FOR 14 DAYS AtTER INSTALLAl10N.
<br /> 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINfORCING STEEL FOOT OR SLOPE DECKING 1/8" TO p�/ER ORA ND�R I VERT CA B BARS.AY BE NON-EXPANSIVE EXPANSIVE NO DEqC/HIGH D�. BUILD'G SURCHARGE POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY uNE, SLOPES AND STRUCiUREs. 2.D0 NOT TURN ON LIGHT WHEN POOL IS EMPTY.
<br /> SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARP-I (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY FROM POOL. TYpICAL INCLUDING ALL SPECIAL DETAILS. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SIiE & ARE RE�11NG ON 3.D0 NOT USE BLACK RUBBER HOSE WHEN FIWNG POOL (IT MARKS THE PLASTER).
<br /> 2. THE EARTH MAY BE REMOVED AND BENCNES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE� WITHIN A B C D INFORMA110N PROVIDED BY THE CONIRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS
<br /> THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER STANDARD POOL STRUCTURAL P�AN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS
<br /> FRAME BUILDING VARY FROM 1HAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY y�{EN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH IBC SECTION 2406.4.5
<br /> BASIC GRID �3 1500 FOOT MAX. DETAIL #8�. REQUIRED W� EXPANSIVE SOIL. OF THE CONTRACTOR OR THE OWNER TO NOTiFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE INCLUDING LOCALLY ADOPTED AMENDMENTS.
<br /> TABLE 1 TABLE 5 #� COPING SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY
<br /> r� BARS 0 12' O.C. _ � - FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE 1.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUiD00R SWIMMING POOLS, HOT TUBS
<br /> BOND BEAM `D `O `D `� AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
<br /> DRAIN ' OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
<br /> DECKING. MINIMUM A TABLE TABLE TAB� WATER SURFACE _--- � ---� -a, $EE DETAIL #1 & #12. 3. THIS PLAN IS NOT VAL1D WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS A: THE BOTTOM EDGE OF iHE GLAZING ON 1HE POOL OR SPA SIDE IS LESS THAN 60 INCHES
<br /> WIDTH PER LOCAL APPROX. 3' BELOW � � ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZMG AND
<br /> B E F G BOND BEAM. � SHOWN IN DETAIL #3 APPLY (PER IBC SECTION 1806J.3).
<br /> � � ` .�.�:. , „ �.-.;• „ ,;.,,::. , --, , ::.•-,,,�,,.� � (3) �3 BARS. (4) � BARS. (4) �'3 BARS (4) /3 BARS. 4• 71iE STANDARD POOL STRUCTl1RAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- B, hIE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING
<br /> �BUILDING CODE. � � � 'W� o N STRUCTURAL ITEMS INCLUDING 8UT NOT LIAIITED TO PLUMBING, ELECTRICAL, FENCING, CONCREiE POOL OR SPA.
<br /> C y y � 3'-0° MIN. � z �i`' � � Q E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. DECKING AND POOL GEOMETRICS. ENCLOSURES AND SAFETY DEVICES
<br /> �l ` � ' 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUC110N AND DOES NOT
<br /> / f ¢ z � 3 m
<br /> VERT1CAL VER11CAL VERl1CAL VERTICAL
<br /> D ( l � i I � � � �o�J � Q D R C C C C DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 1.PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' A�IN. HIGH
<br /> " , N Q� \' _ � Z STEEL STEEL STEEL STEEL 6. ALL CONSTRUCiION SHALL COMPLY W1iH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE
<br /> � I -I ` m � COPING � o w i c� o o FENCING & GATES WITH NO OPENINGS GREAIER iliAN 4". GAiES TO BE SELF-CLOSING &
<br /> o r7 - AND LOCAL ORDINANCES.
<br /> NO R.B.B. � -� � � I i o N � � z 3" a .� F 3'0" 1'-0' 3" #3 � 12" 3" #3 � 12" 3" #3 � 12" 3" #3 � 12" SELF-LATCHING WITH LATCH A MIN. OF 4' HIGH. WIIERE THIS VARIES FROM LOCAL CODES, THE
<br /> ...._..
<br /> ;.. o_ � • � ,� o �n o _ _.._ _ 7. POOLS Wlhi DIVING BOARDS SHALL MEET DIVING BOARD MANUFACIURER'S POOL GEOMETRIC
<br /> _��' N � p � �. I-�n ¢ ,.:: ¢ .,,,...,.. ;� _. Y Z CLR. � o S SHALL PREVAIL.
<br /> � � f i m � � - - N X ¢ 3'6" 1'-0" 3" 3" 3" 3" STANDARDS AND/OR LOCAL CODES.
<br /> Q �OCAL EQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH IBC SECTION 3109
<br /> ` ¢ I � - t � N � o BENCH STEPS ;_ - - � = r- - -- --- --- - - 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
<br /> 2.WHEN R
<br /> m I ` � � � � i o � �: � � , , ` " INCLUDING LOCALLY ADOPTED AMENDMENTS.
<br /> I I I i� a SEE OPTIONS � � � 4'0' 1'-0' 3" 3" 4" 4" 9. PUBUC POOLS REQUIRE COUNTY HEALiH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE
<br /> � ° 3.ENTRAPMENT AVOIDANCE AND SUCTION OUiLET DESIGN AND INSTALLATION SHALL COMPLY W1TH
<br /> � � � i I f -I � ��Ja 1�� ; �UNDISTURBED SOIL. `� o N - - - - DEVICES FOR THE DISABLED.
<br /> �n ¢ I I i I; � { N ABOVE J � £ - 4'6" 1'-0" 3" 3�" 5" 5" 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FlEID CONDITIONS & DIMENSIONS AT JOB SITE. IBC SECTION 3109.5 AND ANSI/APSP-7.
<br /> � 1500 PSF MIN. �
<br /> r � ¢ I- � � BEARING VALUE. � 11.POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON 1HE PLOT PLAN
<br /> I I I I r � 7 -- -- - - -- 5'0' 1'-6" 3" #3 � 6" 4" #3 � 6" 5" #3 � 6" 5" 3 � 6" SHALL COMPLY WIiH APSP SUGGESTED A�INIMUM STANDARDS FOR RESIDENTIAL POOLS OR ELECTRICAL AND PLUMBING
<br /> N I I � � I � �, � �' I INFLUENCE LINE " ` � �� , # APPLICABLE STATE AND LOCAL HEALT}i DEPARTMENTS REGULATIONS AND MANUFACTURERS 1.ALL EIECTRICAL SHALL BE IN CONFORMANCE WITH THE NEC.
<br /> UNDER- _ I ,_ � . .__. . 5,6.. 2._p.. 3„ 4, 5.. 5�
<br /> r 2.POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
<br /> 1 � I . FOR FOOTING �C� SHOTCRETE COVER � J�� �k. �n 12.WHEREM REEZ N6N TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO ACCORDANCE W1TH NEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS
<br /> WATER I I I , �° �: SURCHARGE TO BE CHANGED `�+ Q,O� �P� 6'0" 2'-6' 3" 4" 6" 5�" THE POOL SiRUC1i1RE, PLUMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR SPECIFIED IN NEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL
<br /> LIGHT PER 1 '" a, , 3 UNIFORMLY. . � �t�, � � PROPER WINTERIZATION PROCEDURES.
<br /> DETAIL #10. I I I' � � 3 ADD �3 � 12" O.C. ' �'� � SEE TABLE 1 ` 6'6" 3'-0" 3" ( 4�" 7" 6/z" REINFpRCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF fOUR (4) POINTS
<br /> , " UNIFORMLY SPACED AROUND THE PERIMETER OF iHE POOL.
<br /> J � . 5� LONGITUDINAL � TRANSITION ACTUAL DIG LINE MAY� _ 7'0" 3'-6" 3" 5 8" 7�� STRUC111RAL NOIES 3.OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WI1H POOL BUILDING PERMIT.
<br /> � FOR EXP. SOILS. VARY, LOCATE STEEL " "" 4.ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN
<br /> • • • :_�:� ' � 7'6" 4'-0" 3" 5�" 8��" g�� 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST ACCORDANCE WITH LOCAL REGULATIONS.
<br /> ' T1P. FLOOR 3" CLR FROM EARTH „_'-- � � - _. UNDISTURBED SOIL OR BUILDING DEPAR71dENT APPROVED 90%COMPACT FlLL THIS PLAN IS NOT S.POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
<br /> STEEL BASKET IS NOT REQUIRED SURCHARGE CONDITION: _� - - --- � 8'0" 4�-6" 3" 6" 9" g�/�" SUITABLE WHERE POTENiIAL EXlSTS FOR DIfFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS
<br /> 6' THICK MIN. SHOTCRETE �GUNITE� USE TABLE 1 SCHEDULE 'D', �RTICAL STEEL. � 24" MIN. � � ' - ---- -- UNDER POOL, SUCH AS CUT-FlLL TRANSITIONS. 6.BACKWASH SHALL BE DISPOSED OF IN AN APPROVED �AANNER.
<br /> DRAIN PIPE SHALL NOT W� #3 BARS � 12" O.C. SEE TABLE 1 � 8'6" 5'-0" 3" 6" 9" g��" 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR y3 �•POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE
<br /> ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN ;,� � EXTEND WALL BARS AND �4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN 16C.
<br /> SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. -J PARALLEL BARS IS 2 1/2". B.CONTRACTOR IS ADVISED TO REFER TO SECTION 3109.5 OF THE INTERNATIONAL BUILDING CODE
<br /> CIRCu�A11oN DRniNs: IN HIGH WATER TABLE, INSTALL �IN� IS LESS THAN POOL DEPTH. #3 BARS � 12" O.C. 30' MIN. FOR TABLE 5G 3. (1) #4 BAR IS EWIVALENT TO AND MAY 8E USED IN PLACE OF (2) �3 BARS, WITH THE EXCEPTION AND ANSI/APSP-7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSIEM.
<br /> � � INDICATES TYPICAL RADIUS ACNAL RADIUS 9.WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTiVE COMPOUND, PROVISIONS
<br /> PROVIDE (2) ANII-VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATiC VALVE AND ROCK � NO DECK OR HIGH �1IAT IF #4 BARS ARE USED FOR TNE BASIC GRID, THE MAXIMUM SPACING IS �y4 BARS AT 18° O.C..
<br /> SHALL BE MADE FOR AN ALTERNAl1VE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD
<br /> COVERED IMTH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6� HIGH MAX. fREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL MAY VARY, SEE STRUCTURAL NOTE #11 EXPANSIVE SOIL 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE OTHERWISE BE PROVIDED BY BONDED REINFORCING STEEL.
<br /> ANTI-ENTRAPMENT GRAIES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL. �RAISED OR NOT RAISED�. 'D� IS DISTANCE DOWN lNSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE
<br /> BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T" WALL DOES NOT REQUIRE BUILDING FOOTING POOL STRUCTURE.
<br /> F7TTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN *IF POOL WALL HEIGHT DOES NOT EXCEED 5�-0" THEN NO ADDITIONAL FROM TOP OF POOL WALL. SURCHARGE 5. GROUNDING/BONDING (PER THE LATEST ADOP7ED EDITION Of THE NATIONAL ELECTRICAL CODE) OF
<br /> ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. SURCHARGE DETAIL� BqRS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEtAENT DETAILS) THE STRUCNRAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
<br /> 6. SHOTCRElE (GUNITE) TO BE IN CONFORMANCE 1NTH IBC SECTION 1910 ec SHALL HAVE A MINIMUM
<br /> COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
<br /> TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION N.T.S. 1 7 DURABILITY REQUIREM N�S. CON RETE i}iA�WILLIBECE�XPOSED TOE R ZINGIAND THAWING, DEICING
<br /> CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.2.1 AND 4.3.1. �.g } .. .
<br /> CONCREiE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED ,�"i�LF P ll�f IC�� ("C:��t�!�t.� �I L i"5�,:� >�•�"' �"
<br /> IN ACCORDANCE WIiH ACI 318 TABLE 4.4.1. CONCREiE 1HAT WILL BE SUBJECT TO THE FOLLOWING
<br /> SPECIAL DETAIL REQUIRED TOE OF SLOPE OR OTHER NOTE: EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENT1T10US MAiERIALS For This Project To Inc�'..��'.`":`�-
<br /> WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS WHEN ACIUAL SIIE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE N0. 5 RAISED BOND BEAM
<br /> THE LIMITATIONS BELOW OR ADDITIONAL RAl10S AND MINIMUM SPECIfIED CONCRETE COMPRESSIVE SIRENGTH REQUIREMENTS OF ACI 318,
<br /> (SEE GENERAL NOTES #3� SURCHARGES NOT COVERED BY THIS BOND BEAM PER BEHIND POOL WALL. SEC110N 4.2.1; CONCRETE INiENDED TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER,
<br /> PLAN ARE PRESENT, ADDITIONA� DETAILS #t & #12 = z 1�4" PER NON-EXPANSIVE EXPANSIVE NO DEqC/IiIGH EXP. CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR
<br /> Plumbing (� Spr�= .�E
<br /> M CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING _
<br /> _ SURCHARGE DETAILS ARE REQUIRED. � Fpp� E F G CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES.. � " `�
<br /> 8. CEMENT SHALL CONFORM TO IBC SECPON 1903.1, ACI 318 �ECTION 3.2, & ASTM C 150. � Mechanical 1_ !_1 ,��"w."°-' `
<br /> SPECIAL DETAIL REQUIRED `;, g ` ` 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WI1H ACI 318 SECTION 4.2.1 ? '✓ ' ';
<br /> a � � � E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. �- a �
<br /> WHEN LESS THAN POOL DEPTH OR H�4 w o ¢ (1� #3 � TOP FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL.
<br /> ¢m � m ' VERTICAL VERIICAL VERTICAL � E l e c t r i�a! � 1 �'� �f ;
<br /> x 1 0.K E E P C O N C R E T E D A M P C O N I I N U O U S L Y F O R 14 DAYS.
<br /> (7.5� MAX. H�4� � �-WATERPROOFlNG RECOMMENDED. D C C C 11.ALL INTERIOR SURFACES OF POOL SPA SHALL BE COATED WITH A WATER-PROOF SURFACE. ���j `� C �` �
<br /> SPECIAL DETAIL REQUIRED � � z o o � STEEL STEEL STEEL �
<br /> HORIZ. STEEL � - m W z ' � 12.FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN � � i�
<br /> WHEN LESS THAN H/6 � � 0 6� C.M.U. W
<br /> i o � m 3'6" 3" 3 � 12" 3" 3 � 12" 3" 3 � 12" INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. "',
<br /> (10' MIN., 20' MAX.) BARS � 12" O.C. � _ ' # # #
<br /> ` � , c�N W o ; #3 VERT. BAR � 24�� O.C. -- - - -- - - 13.IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HEAVE, 1HE FOLLOWING REQUIREMENTS APPLY:
<br /> _.��: � � SOLID GROUT. 4'0" 3' 3" 4" a.IN ACCORDANCE WITH IBC SECTION 1809.5, THE ENTiRE 80TTOM OF POOL STRUCTURE AND OR s #"a% ���+ �'� ��}`' `
<br /> ALTERNATIVE BOND�- - o . . � � � , � " PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALIIY. , �'� �;,� `
<br /> PER I.B.C. SECTION 1808.7.3 BEAM LOCATION t "' ""`'`� ~ ` „" ' 4'6' 3' 3�{t" 5' b.ALTERNATIVELY NhiERE DAMAGE TO THE POOL STRUCTURES PLUMBING ADJACENT STRUCTURES
<br /> \ ` �WATER � BOND BEAM , � , , AND SURFACE IMPROVEMENTS IS A CONCERN, SELF-DRAINING GRANULAR BACKFILL MAY BE
<br /> 5'0" 3° #3 � 6' 3{z" #3 � 6' 5' #3 � 6" EXTENDED BELOW THE FROST-LINE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER. Pel"Rllt#k: B16O3-0�6
<br /> a ADDITIONAL SPECIAL DETAILS �T• S� ��NE. vERT1CA� sTEE� w/ s's" 3" a" s� Site Address z38 HIGHIAND RD
<br /> a SURCHARGE CONDITIONS - N.T.s. 3 SEE TABLE 5, . ; 24� M,N. EMBEo. _ _
<br /> � REQUIRED FOR CONDITIONS ABOVE SCHEDuIEs E, F Olt�G s'o" 3�,�" s" �" Owner: HAWKEY JOSEPH P&TANIS M
<br /> . ' TYP. HORIZ. STEEL
<br /> - 3 'C' s's" 4" s" a" Tenant: [TenName]
<br /> � REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBLISHED BY CLR. '�' �,�, �,3• , App.aate: 3/16/ZO16
<br /> � AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSP) �R 7'0" 5' 6" #3 � 4" 8" #3 � 3"
<br /> n , �'s" 5,�" _ s„ 8,. - Proposed Use:
<br /> - uescriptiar�: iNfROUP�D POOL
<br /> o BEACH ENTRY STEEL AND SHOTCREiE SHALLOW �HELF (REEF) MASONRY NOTES: $���� 6�� ��� 8�" � r�
<br /> (GUNITE� THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON-MOISNRE 8'6" 7��" 8" g�/z" R2VI2We� BY: � a�t�=
<br /> Q ,,., APPROPRIATE WALL -� , _ CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC. 2103, AND � „ i �
<br /> Q � SCHEDULE. � A S T M C 9 0. A L L C O N C R E T E B L O C K S H A L L H A V E A D E S I G N S T R E N G T H O f f m = 1 5 0 0 ps�. 9��� 8 9�� 1 0 f ��,f F I C e S e t �O 1 7 S i t e S e t F l r e j P l a n n i n g S e t
<br /> Z �_ ..: ; �= 2. GROUT SHALL CONFORM TO IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. SEE IBC 9'6" 9" 10" 1 1�"
<br /> � �� POOL FLOOR THICKNESS ; �� TABLE 2103.12 FOR PROPORTIONS Of INGREDIENTS. - -- - -
<br /> MAY VARY TO ACHIEVE cn ao
<br /> � ��^ ;" ,, �o� 3. MORTAR SHALL BE TYPE M WITH f'c = 1800 psi AND SHA�L CONFORM TO IBC SEC. 2103 ���� 9 _ ��� _ �2�
<br /> _ _
<br /> ' ' n & AST?A C 270. SEE IBC TABLES 2103.8(t),(2) FOR PROPORTION AND PROPERTY 11'0" 9" 11" 12�" �
<br /> : -- SPEqFlCAT10NS.
<br /> � SEE STRUCTURAL NOTE #t �
<br /> ;HALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. BY THE USE OF THIS PL THE U ACKN
<br /> UNDISTURBED OR 90� COMPACTED SOIL 5 N OTES HAS READ & UNDERSTA ALL E NOT N REIN. 6
<br /> NOTE: BOND BEAM PER TABLE 9" & LARGER PROPERTY RI(�iTS TO ALL DRAWINGS, REPRESENTATIONS,
<br /> SPA AIR-LINE 6�-$� IDEAS, DETAILS, NOTES dc SPECIFlCATIONS EITHER COPIES
<br /> N0. 1 & DETAIL #12. � 2" 2 BRICK OR PRECAST
<br /> MAY BE LOOPED CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
<br /> 9 1/2" 3RD AND/OR 4TH
<br /> INTO SPA BOND c� �'' �- : `v __ ,� THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
<br /> BEAM. MAINTAIN x Z i ' �2� #3 ' " � � i LEVEL TOP OF GUNITE 4'-0" MIN. EXPANSION JOINT & SEALANT to 12" � BAR LOCATION ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
<br /> 1" CLR. TO REINF. � ¢ � ` ' BARS. � i __ (4) #3 BARS y�� GROUT & PLACE REQ'D. FOR EXPANSIVE SOILS.� � � � MAY VARY TO COPIRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
<br /> �- 6� #15 FELT OR 4 MIL. DECKING �-ELECTRICAL 'J' BOY,. PER DETAIL /{S 1 PROVIDE 2 1/2" IDEAS, DETAILS, AND SPECIFlCAT1oNs EI7HER ORIGINAL OR
<br /> � w � THICK X 3 BARS io 1" MIN. CLR. '� CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALIERED BY
<br /> ¢ # � VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY 8E
<br /> � �3� SPA LIGHT � 12" O.C. �, P POSND ALL � '`_ , #3 BARS 12' �COPING �LINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS � � -_ � PARALLEL BARS. AUTHORIZED WITH 1HE EXPRESSED WRI7TEN PERMISSION
<br /> � o EA. WAY. O.C. EA. WAY. � EVER IS GREATER. GRADE. PER DETAIL #1 & #12. DECKING.� ; OF POOL ENGINEERING, INC. BY THE uSE OF THIS PLAN,
<br /> .� .: _ i
<br /> " � " SKIMMER UNDERSTANDS ALL OF THE NOTES INCL
<br /> � � , TILE GES THAT HE HAS READ &
<br /> EQ. EQ. �yyq�R , - UDED HEREIN.
<br /> THE USER Aq(NOWLED
<br /> .P_
<br /> �WATER COVER. � ;. 1� �y ;� > �1 BOND BEAM PER TABLE N0. 1.
<br /> # LINE. 24" � �� �: ` � i - �� ' " " " "' " "" " � PLUMBING MAY BE LOCATED BOND BEAM HORIZONTAL
<br /> REINFORCING PER DETAIL 10. 6" LINE. � �� �t �.. �
<br /> NOT REQUIRED IF 6" MIN. LAP ` O #3 BARS U �
<br /> MiN. 0 Z 2 ��2" a IN BOND BEAM LOWER CORNER CALCS BY: A.J.C.
<br /> �� 1 Z COMPACTED � MAINTAIN t" CLR. TO REINF. 3" BARS MAY BE OVER OR
<br /> CLEAR PROVIDED. - BEND ��� � Z FILL CLR. ,� � �; CLR. UNDER VERTICAL BARS.
<br /> • 5' MIN.�= BOND ��� � S �. a N I-'-'
<br /> 2a" MIN. LAP Z � I �, � ti,y � o ��, DRAWN BY: T.L.L.
<br /> � a AROUND ALL. BEAM � W �!� I z
<br /> CIRCULATION DRAINS: `� � INTO SPA FLOOR #3 BARS � � ' UNDER � �' � � ��Y � 3 ��
<br /> � � � PRECAST COPING OR BRICK $�
<br /> PROVIDE 2 ANTI-VORTEX CIRCULATION DRAINS PER PUMP, ' OR POOL WALL. � 1�OY. N 2 3 'Z' BARS ' SKIMMER. #g COPPER \�\ � ¢ \\�y0� 1 "' ^ M�N' � � Q� �`�I` CHECKEO BY: R.L.L.
<br /> � ) i". � ) �
<br /> COVERED WITH APPROVED A.S.M.E. ANTI-ENTRAPMENT GRATES, �� � ' 6 � m
<br /> THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICAL LY GROUND WIRE �� , ,� r� \ o \9�A = M�`' ¢ (2) #3 BARS �
<br /> PLUMBED THROUGN "T" FITIINGS. DRAINS SHALL BE DAM WALL 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER _� `' L- � � \ \ N � � w ' �VENEER. "'��
<br /> SEPARATED BY THREE FEET IN ANY DIMENSION. SEE HORIZ. BAR � """"" N.E.C. APPROVED �� OF. , \� _ _ i o BEND
<br /> 12" DAM - LAP INSIDE BARS INTO SPA REINF. ' FIXTURE F,o � _ _ _ �
<br /> CONDUIT. � VERT. STEEL
<br /> ELECTRICAL AND PLUMBING NOTE 7. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. 24„ LENS �c�,�,� - - - - ,` 45' OR 90'. ' �� � L E �
<br /> 7I �,6" RECESSED
<br /> L POOL MIN. (2) #3 BARS '�� . LIGHT. �'9�,0 „ J`' ?� BOND BEAM PER �- � �TILE 0� W���y
<br /> SPA DETAILS MAY BE USED � -�
<br /> SPA DETAILS - FOR SPAS WITHOUT POOLS. N.T.S. 7 �AP AROUNDANICHE. � �P��P� TABLE N0. i. � E-PLASTER r�� . � �ti
<br /> 18" MIN. Q<v '�� � �
<br /> �,� LAP, TYP. � ��v O
<br /> 4'-0" MIN. IMPERVIOUS DECK � CLR. � _ � ROCK OR BRICK NOTCH ,�..,_.,�-�� z
<br /> 6" MIN. DEPTH APPROVED SEALANT - VERT. STEEL ` ATTACH�D PATIOMCOVER � �
<br /> REQUIRED SLOPE 1�8"-1�4" INSTALL PER MANUFACTURER � `�� 43504
<br /> PER FOOT #3 � 6" O.C. MAX. DEAD + LIVE LOAD = 2000 Ib. �P�
<br /> 3 ��p" �_ DRAIN � (2) #3 BARS `�
<br /> NOTES: 5'-0" DEEP & BELOW.
<br /> ROCK ON BOND BEAM.
<br /> Q �• OR
<br /> � w� NOTE: 1. INSTALL N0. 8 COPPER GRWND W1RE FROIrI LIGHT NICHE TO � I I LEVEL TOP OF BOND BEAM I�y,�
<br /> HORIZONTAL STEEL. � � � � WITH GROUT & PLACE 15# -'•AI.
<br /> a �w J � BRASS CONDUIT TO POOL REBAR, OR NON-METAWC -� I
<br /> � 5" MIN. L FELT OR 4 MIL. VISQUEEN ON
<br /> � �v a�o SATURAl10N PROVIDE CONTROL JOINTS 3 CLR.�`� (�WDUIT CAN BE USED WI1H INSULATED N0. 8 COPPER WIRE #3 BARS � 12" O.C. TYP. M GALV. SIMPSON POST BASE. � �� ,
<br /> � c�o"' � R E C O M M E N D E D W H E R E A P P R O P R I A T E. T Y P I C A L T Y P I C A L. B O N D P E R E L E C T R I C A L & ��1 � T O P O F B O N D B E A M. ..
<br /> �`` L J PRIOR TO INTERIOR W/APPROVED POTi1NG WMPWND PER THE N.E.C. N��. PLUMBING NOTE 2. ` �� 1
<br /> M POURING DECK. 2. SNAMMING POOL LJGHTING FlXiURES SHALL COMPLY WITH IXTRA REINFORqNG TO EXTEND
<br /> - � 6" I. REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPUCABLE UNDERWRIiERS� LABORHTORIES REQUIREMENTS 24' MIN. EACH SIDE OF RAMP. 3 1/2" MIN. CONC. DECKING. MASTIC
<br /> � � � Fat ucHnNc FlxtuREs u.� sT�wnaR� s�s. PLAN VAUD ONLY WITH WET
<br /> � FOOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL TILE
<br /> NOT TOUCH COPING, BOND BEAM OR STAMP & ENGINEER S SIGNAIURE
<br /> 8 FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE
<br /> IN RED INK ON PLAN.
<br /> EXPANSIVE SOIL DETAILS � ARE NOT MfET USE T BLE 1,MSCH�EDULERCM� N.T.s. g SKIMMER DETAIL N.T.s. g SECTION AT LIGHT N.T.s. 10 FREESTANDING POOL WALL 11 BOND BEAM DETAILS N.T.S. AUTHORIZED SIGNATURES:
<br /> 12 TODD L. LACHER, P.E.
<br /> U
<br /> m SHEET:
<br /> STAN DARD POO L poo� 1201 N.Tustin Ave.
<br /> " PREPARED IN ACCORDANCE WITH Anaheim, California 92807
<br /> � engineering Fax: (714)630-6114
<br /> g STRU C�TU RAL P LAN 2012 INTERNATIONAL BUILDING CODE Phone: (��4)s3o-sloo
<br /> www.pooleng.com
<br /> CORYRIG!�? ^^'j, POOL ENGINEERING INC.
<br />
|