587 Beach Ave 2013 POOL REVISIONS Pro)ect Overview
CUSTOMER INFORMATION
BUILDER/LOT, 5&6 CUSTOMER NAME:Mocluln
ORANGE BARRIER FENCE ADDRESS: 587 Beach Ave SUBDIVISION:
Sports Pool 3' 5' 4.5' To be installed and replaced after each CITY:Atlantic Beach STATE:FL ZIP CODE:32233
Automatic Pool days activity HOME PHONE: WORX/CELL:
Cover per safety DIRECTIONS
code Atlantic Beach towards the Beaches
L-Ocean Blvd,
L-Beach Ave
Tanning
POOL SPECS
Sh SIZE:1,V x 37 DEPTH:3'-S'-43
b- Jp- SQFT:448 sq it PERIMETER:92 sci ft
SO4MERS:I Sitimmer
E) EST TOTAL GALLONS:14,242
REQUIRIED: b- RETURNS:3 Rettims LIGHTING:2-LED Lights
SPECIAL;
Equipotential Bonding Grid
4" - 611 deep and 1811 -24" from SPA SPECS
SIZE: RAISED HEIGHT.
water's edge. Connected at 4 ---------- --------- SQFP. PERIMETER:
bonding points. Pool Deck by EST TOTAL GALLONS: SPILLWAY:24"cutout Tile Spillway
2 LED Lights homebuilder LIGHTING:LED Light HEATER: —
OF SPA JETS: 4 COMPUTER:LX 100
SPECIAL:
BLOWER:
EQUIPMENT
POOL PUMP:Variable Speed Pentair Pump FILTER:150 Cartridge
CHLORINATOR.IntellichlDr CLEANING SYSTEM:PCC 20DO
HEATER:GeoThermal PH CONTROLER:
COPY OTHER:
DECK
POOL DECK MATERIAL:To be Detennined by SQ FF
COLOR: PATTERN:
COPING: SPECIAL:
J>- LANAI MATERIAL: SQ FT:
S teps 40 --Steps COLOR: PATTERN:
L-—— -——————4A——————— --— SPECIAL:
INTERIOR SELECTIONS
TILE: DECO:
STEPS/SWIMOUTS: PLASTER:
Pool SPECIAL:
Equipment in 31 P SCREEN ENCLOSURE
Garage 3131% Bewhes Shoot SIZE:N/A WALLS:
—11 8 1 high TYPE: SCREENMESH:
.... COASTAL LUXURY OUTDOORS
Sun]Len Firepit,t':—
ADDRESS: 3635 Regent BW,Suite 203,Jacksonville,FL 32224
P 12' 9" PHONE:904-272-7946 FAX: 866-609-2717
EMAIL:Kevin0coastalhowrypy,corn
CONTRACTORS LICENSE:CPC1458340,CK1457255,CPCO136DO
Safety Features
Qnsiam!WIER& (1) SPAJET: 10" 14"bWowtD PCC 2WO STUB FO;CANEP.
,rr:Controls for
Q) In-floor Cleamr EkcrkW Line:I'CondWt BRANCH PIPING: Baby Barrier per safety code
pwgt:4i��t 0 INFLOOIJ�r:Flacernent detanyined bwow F ELEVATION: 6" Fence per safety code ,O–ft COASTAL LUXUPY
01
w n, SPA MAIN DAMNS: (ninufactum MUDHOG LINE: TRUNK PIPING: 2.5 Screen Enckmre per safety code
0
MOX 114ain Dralnr.2 DEBRIS CAMSTEk DWxis WWw RMRNS: x Automatic Pool Cover per safety code
SPA ff.Placoci (D Vent Una:Vent to Atrnosphave RETURN PIPING: 2.0
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DEP MONUMENT NUMBER - R050 EL.+17.73' NAVQ OIL
100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) T/FINISH DECK \*f UND
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@ 16" O.C.
4" BREAKAWAY CONIC.
VE CONSTRUCTION CERTIFICATION STATEMENTS
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AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER BURRIED MIN 12" J. _/.1 Ile FRAMING
5-0"ox, SEE 13/S1.01 q
FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS INTOGRADE
49'-0" (SLAB EDGE DIM. FILE COPY
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AND TRAPPED DEBRIS. L.L� l PLAN
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FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT w/4 OSED 1'-0 THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE TIES AT 12" 0.C. (TYP)
ARCHITECTURAL DRAWINGS OR
BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE
CONTACT THE E DAL
REVIEMD FOR CODE COMPLIANCE
INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'.
FOUNDATION a
AUGER CAST PILE FOUNDATION CITY OF ATLANTIC BEACH PLAN NAME
B
SEE PERMrrS FOR ADDMONAL 587 EACH AVE.
1 FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 E3 A
REQUIREWI-TrS AND CONDMONS
PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER GIR.,C)UND FLOOR M.AMING PLAN DESIGN/DRAWN/CHECKED
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GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. /71 CS KJL /LAP
REVIF-WED BY. DATE:
SCALE: 1 /4" = 1'-0" or:: >_
0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. DATE
7 08/26/13
2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2- TO THE #3 TIES. 12%22" BRE�K-AWAY lx4xl2 Ig KEYWAY NOTES: 0 CONTROL NO.
3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. CONIC. CURB wl 5-0" MAXIMUM WIDTH ATPOURBREAKS 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION.
x4xl2"Ig KEYED JOINT1 EACH PANEL TYP) FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE z TRUSS ID.
4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AT 5-0" O.C. BREAK ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 0
AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLAT10N COMPLIES WITH REBAR AT JOINTS SECTION A- A LPA NO.
THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH 2. FTGS. & FND. SHALL BE IN ACCORDANCE W/ LOCAL BUILDING CODES. < CONT-12-00356
AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED _% 1) SHEET
PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE SECTION z
PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN D
EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD SCALE: 3/4" 10-011 ACCORDANCE WITH ASTM D 1557.
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Lou Pontigo and
T/SLAB Associates, Inc.
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AVD -10" LE lax. Beach, Florida 32250
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(31 ADD. f4@1 2"16 -0" ADD. f4@1 2"xp'-0" CONTACT US WITH YOUR COMMENTS
COMMENTS @ LP-A,COM
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12%14"MIN. BREAK-AWAY GRADEBEAM BEYOND
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CONTRACTOR SHALL CONTACT LOU
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SEE 1/S1.0 FOR REINFORCING MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
SECTION CONSTRUCTION DOCUMENTS.ANY
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AT 16" O.C. SCALE: 3/8" 1'-0" BEING APPROVED BY LOU PONTIGO a
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EL.+17.57' NAVD
CONCRETE SLAB WATER LINE T/FINISH DECK E DETAIL 0 DO NOT SCALE DIMEIISIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
SEE DETAIL UNCLE,�R REFER TO THE
T/CONC. CURB
ARCHITECTURAL DRAWINGS OR
12" O.C., CENTERED L 4/S1.02 FOR
#4 HORIZONTAL @ 6" STRUCTURA 4 4/S1.02 FOR
T CONCRETE SLAB 4 REINF. (TYP) CONTACT THE E.O.R.
4 REINF. (TYP)
14 2x8 SYP No. 2
A T14 4 4 587BEACH AVE.
a PLAN NAME
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FOR REINF. GRA
CONT. & #3 CLOSED
SEE 4/S1.02 (TYP) .4 DE BEAM, > DATE
TIES AT 12" O.C. (TYP) _j
SEE PLAN 08/26/13
\-BEND OVER VERTICAL #5 #4 HORIZONTAL FOR REINF. (TYP) 7
AUGERCAST PILE REINFORCING 12" O.C., CENTERED #4 VERTICAL @ 0 CONTROL No.
TRUSS ID.
ANCHOR PILE, SEE 1/S1.01
30%20" GRADE BEAM INTO GRADE BEAM/SLAB 12" O.C., CENTERED z
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