HomeMy WebLinkAbout52828-Z GENERAL NOTES
1. ALL STRUCTURAL WORK HAS BEEN DESIGNED IN ACCORDANCE WITH THE NOES 8' X 30'
RESIDENTIAL CODE OF NEW YORK STATE(RCNYS),ASCE 7-16,AND REFERENCED SWIMMING J xJ
STANDARDS.2. ALL WORK SHALL COMPLY WITH THE NYS UNIFORM CODE,ENERGY CODE,AND POOL
LOCAL BUILDING DEPARTMENT REGULATIONS. 9,2
3. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND EXISTING /�
CONDITIONS PRIOR TO FABRICATION OR CONSTRUCTION.ANY DISCREPANCIES V��(//'
SHALL BE REPORTEDTO BUCHNER ENGINEERING,PLLC BEFORE PROCEEDING.
4. NO DEVIATION FROM THESE DRAWINGS SHALL BE MADE WITHOUT WRITTEN I /
APPROVAL OFTH
S. CONTRACTOR SHALL PROVIDE /
ALL TEMPORARY BRACING AND SHORING E /
NECESSARY FOR STABILITY DURING CONSTRUCTION.
6. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL PENETRATIONS AND
OPENINGS WITH OTHER TRADES. UNAPPROVED CUTTING OR BORING OF TOP STEP I FLAT AT3'-6"
STRUCTURAL MEMBERS IS PROHIBITED. SHELF I /
7. THE ENGINEER IS NOT RESPONSIBLE FOR MEANS,METHODS,SEQUENCING,OR / plueAM COM. \ (5)COW aA RlcrrtnncLe BEMDowEL-BEMs•
SAFETY OF CONSTRUCTION. I ` AROUND FULL NOSING BARS THRU BENCH TIE BOTH ENDS
\ - BARS AT IO'ac. TOTRANSVERSEREBAR
S. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH °TY� T — —— � eEAMOFvoo� _ AreEnCH
S'-O° BENT BARSAT 10'R.c
I ROVIDE BEM � �g
APPLICABLEASTM,AISC,ACI,ANDNDSSTANDARDS. 2 I I 2 ncsATlz'a� -
-'` LAP wrtH Pool aEeAR
9. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER SCALE PLANS. s-too I I s-too \ - RSENDUPTOTOPOF
10. THESE DRAWINGS REMAIN THE PROPERTY OF BUCHNER ENGINEERING, PLLC SLOPE COMMON WALL
AND MAY NOT BE REUSED WITHOUT WRITTEN CONSENT. o SLOPE3:1 MAX (Deep End 1 � 3 t
SWIMMING POOL NOTES m I ED I /
THE DESIGN IS BASED ON A DRAINAGE SOIL WITH c10%SALT GROUNDWATER SHALL —Bench— I
UD NOT EXIST WITHIN THE LIMITS OF EXCAVATION,IF GROUND WATER EXISTS WITHIN I I BCRAD NDISTURBE -10'MIN.THICK GUWTE SHELL W/
E,Tro. e-TNicK urEaoF slncLE REBAR
6'-0"BELOW GRADE,IF WATER EXISTS DE-WATERING WILL BE REQUIRED.WATER I I I 1'-2• j su
_ _ [CRUSHED STONE REINFOR—EW, CAGE
DISPOSAL ISUNITEDTO OUTSIDE PROPERTY.NOSUB-CHARGE ALLOWED WITHIN I SPA I FLATATT-6" — BASE,IYP. 6'�trWATEROEPTH'a38AR5®10'
4'-0"OF SHALLOW AND AND 6'-O"6'-0"OF DEEP END.THE PNEUMATICALLY APPLIED
oC Bw TBB BOTH wnrs
CONCRETE(GUNITE)SHALL BE A MAXIMUM MOISTURE OF31/4GALLONS OF WATER I �I m �� t;s5 a wATERD T—
_B.w,Tsa BOTH wAvs
I ml
PER SACK OF CEMENT. 3 \
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL
WATER SUPPLY BY OWNERS GARDEN HOSE AND FILL SPOUTASREQ'D.TOBEKEPT I s-too \ POOL SECTION (SPA)
FULL DURING FREEZING WEATHER.PUMP CAPACITYTO BE SUFFICIENTTO EMPTY L_____J I n
POOL WITHIN 24HRS. I s-too SCALE:3/B°=1'-0°
r 30'-0
I
I
SWIMMING POOL PLAN
' 5-100 SCALE:3/B°=7'-0°
(4)#4 BARS AT72"o.c.
AT PLATFORM #4 NOSING BARS AT EACH STEP
#4 TIE INTRS AT
ERSECTION
9"THICKLAYEROFJ" ' \\j\\ F t\�
CRUSHED STONE BASE,TYP.
UNDISTURBED 3
SUB-GRADE,TYP. \//
�1 POOL SECTION@SGTAIRS/SHELF
/U /
-10"MIN.THII SINGLE
CA SHELL W/ /�\`
SINGLE REBAR CAGE
REINFORCEMENT:
-@ 15'-0"WATER DEPTH:#3,BARS @ 10"
O.CB.W.TBB BOTH WAYS
-@ PS'-O"WATER DEPTH:#3 BARS @ 6"
O.C.B.W.TBB BOTH WAYS
Professional Seal Revisions
No. Date Rev.Title
of
NEI'I'y 1 03 4 6 PERMITSET 440 Third Steet
�P?S_BUC O,P 2 __/__/__ _
m - N
u' S --
"•,� SHEETTITLE: Zu+�
440 Third Steet pRO�SSIONP�� 8
33 Flying Point Rd.Suite206 SWIMMING POOL DRAWINGS S-1 00
C Southampton N.Y.11968 Pa New Suffolk NY
Office:(631)260-0840 Designed By STB
Sean Buchner,P.E.
Seanb@buchner-engineering.cam ,P,KKR, Principle/Owner
SWIMMING POOL DRAWINGS Buchner Engineering PLLC Sheet#
BUCHNER ENGINEERING
Date:02/11/2026