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RETE SEA
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PLANT LIST EXIST. PALMS, TYP.
VIEW CORRIDOR
SYM QTY Botantical Name Common Name Size Remarks >
Coastal uplands - Fore Dune U
0
HD Helianthus debilis Dune sunflower I gal 4' o.c. I WOOD DECK
0
0
GP Gaillardia pulchella Blanket flower I gal 2' o.c. 0
IPI 1pomoea impertati Beach morning glory 4" pots 2o.c. 0
00
I z
IP 1pomoea pes-caprae Railroad vine I gal 5'o.c.
IVI Iva imbricate Beach elder 4" pots 2' o.c.
0
UP Uniola paniculata
Sea oats LN/12-18 12 O.C.
z
M
Upland interior - Palms Shrubs Groundcovers N
AA Agava Americana Century plant 7 gal Blue
0
FP Ficus pumila Creeping fig 1 gal 2' o.c.
M
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10x10' FG z
M
MG Magnolia grandiflora Southern magnolia 12-14' FG
>
NO Nerium oleander Petite salmon oleander 3 gal 3' o.c.
S
PDM Phoenix dactylifera 'Medjool' date palm 14'CT FG July 18, 2013
Prepared by: 0 101 201 1
PT Pittosporum tobira Pittosporum 7 gal 4o.c.
ERIC W. LYCKE, R . L. A. Landscape
SID Sabal palmetto Sabal palm 10-18'CT slicks Graphic Scale: 111=1o'
FL Reg. No. 1560
Plan
TF Tripsacum floridanum Florida gamagrass 3 gal 3' o.c. 5122 Otter Creek, Ponte Vedra, FL
z
WR Washingtonia robusta Washington palm 12-16'CT FG 904/803-3940
-7 14
ZP Zamia pumila Coontie 7 gal 2' o.c.
-7,
ZN,
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0 2 4 --------------
C CL
3
20
MOQUIN RESIDENCE
NEW RESIDENCE
FOR ANNE MARIE AND KIRK MOQUIN
C14 0
587 BEACH AVENUE
g0l NN E
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04
06 -:,so a
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INDEX OF DRAWINGS
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01
C L.RO.P.M
A 1 .01 LEVEL ONE LOOR PL N
A 2.01 ELEVATIONS
A 2.02 ELEVATIONS
A 2.03 ELEVATIONS
A 2.04 ELEVATIONS
0
x RN.
0-110
STRUCTURAL
"10
.... ............
SO.00 GENERAL NOTES & SPECIFICATIONS
S1.00 FOUNDATION & GROUND FLOOR FRAMING PLAN
S1 .01 FOUNDATION DETAILS
S1 .02 POOL FOUNDATION PLAN, SECTION & DETAILS
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LIVABLE CONDITIONED SPACE FIRST FLOOR 1930 S F AlIkk-All Fn 0 2�e 3f
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LIVABLE CONDITIONED SPACE THIRD FLOOR 1341 SF
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UNCONDITIONED SPACE FIRST FLOOR SF LOCATION
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POOL AND DECK FIRST FLOOR 2052 SF
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DECK AND BALCONY SECOND FLOOR 538 SF
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DECK AND BALCONY THIRD FLOOR SF
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TOTAL LIVABLE CONDITIONED SPACE 6213 SF W "tam -S,
07.22.13
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TOTAL CONDITIONED SPACE 6854 SF
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TOTAL UNCONDITIONED SPACE SF 1110
120
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TOTAL DECK AND BALCONY SF
d '0
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STRUCTURE HEIGHT AND # OF STORIES :
"�vv*u"o R �'7
description
- 011 date
MAXIMUM HT OF THE STRUCTURE IN FT 35
&
NUMBER OF STORIES 3 "MOKM'
F�omu� project#: 1207
4
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............... ............... ...........
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TYPE OF CONSTRUCTION : M..
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TYPE OF CONSTRUCTION V-Q c h e cke d b y j p b
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PROTECTION UNPROTECTED copyright cdg 2013
SPRINKLERED OR UNSPRINKLERED UNSPRINKLERED
SITE LOCATION ROJECT LOCATION
scale: as noted
N.T.S. A4
N.T.S.
FILE COPY
now
2,W1,
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ENTRY I [� T
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NOTE:
DIMENSIONS AT WINDOWS AND
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NOTE:
ALL INTERIOR WOOD FRAMING U
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41-21 15/411
STUDS
7J
------------------------
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INDICATES 11 ICF WALL SYSTEM
R F71-8, 11 �011 61-011 161-011 51-411
F1 F] 1 in-5 27 11,/
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..........
........---------
IT Z=
16
...........
1%
date description
J OUTLINE OF BUILDING
ABOVE
L
15 L------------- ----- ------J project#: 1207
IL---------------- ----- ------------------- ------ ------ --------------------------------\------ ------------- ..................
271-8 1/211 drawn by: mjf
7
A checked by: jpb
..............
'01 91-611 k 21-911 61-211-----------7 21-911 27'-10" e- copyright cdg 2013
14
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3.01 scale: as noted
491-011
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.................................
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PERMIT DOCUMENTS
A WEST ELEVATION 07.22.13
D 1 11-011
1/4"
--------------
............... ......................................................
.......... ...................
...........
..................... ................
.............................. ..............
date description
project#: 1207
............... ............._--111111-1..........
drawn by: mjf
...........
A checked by: jpb
copyright cdg 2013
scale: as noted
ELEVATION
A 2 . 01
1 207
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TOP OF PARAPET
+ 113'-0"
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THIN PROFILE TO MATCH MAIN 4 32 r-
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BOARD ON WATERPROOFING
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STRUCTURAL INSULATED PANEL
SYSTEM
RESYSTA WALL CLADDING SYSTEM
-PROFILE RES010612-WITH
CONCEALED CLIP AND BATTENING
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ON 6 1/2"STRUCTURAL INSULATED
PANELSYSTEM
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+ 136-0"
TOP OF ICF WALL SYSTEM
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SYSTEM + +
+ + + + + + + + + + + + + + + + + + SMOOTH STUCCO SYSTEM ON METAL PERMIT DOCUMENTS
+ + LATH ON STUCCO WRAP ON 8 1/4"
+ + + + + + 00 07.22.13
+ + + 00 STRUCTURAL INSULATED PANEL
+ + . . .
SYSTEM
+ + +
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LEVEL TWO FINISH FLOOR +
+ + + + + + +
47
+ 11 V-6" "'k, LEVEL TWO FINISH FLOOR Ak
----—–----------- .......... ..........
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BOTTOM OF CANTILEVER AREAS
_1 4- 41
+ 109'-0" BOTTOM OF CANTILEVER REAS
......................
+ 109'-0"
+
41,
.41 A- 316 GRADE STAINLESS STEEL POST
date description
41 AND BAR RAILING SYSTEM WITH
.41 ..il. 4-L
A_ RESYSTA PROFILE RESP020312 CAP
+ +
project#: 1207
4
4
+
A OIL LEVEL ONE FINISH FLOOR
drawn by: mjf
I-Ir r + 100'-0" 177 —LEVEL ONE FINISH FLOOR J OL
+ 100'-0" checked by: jpb
copyright cdg 2013
SMOOTH STUCCO SYSTEM ON METAL
LATH ON STUCCO WRAP ON 11"
INSULATED CONCRETE FORM scale: as noted
SYSTEM
UNILUX FENSTER AND TUREN
ALUMINUM CLAD WOOD IMPACT
WINDOW AND DOOR SYSTEM
ELEVATION
SOUTH ELEVATION
11-011
1/4"
2 . 02
114�
FT
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PROFILE RES01 0612-WITH
C
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ONCEALED CLIP AND BATTENING
SYSTEM OVER WATERPROOFING
+ 132'-5"
. . . . . . . . . . . . . . . . . . +
ON 8 1/4"STRUCTURAL INSULATED
. . . . . . . . . . . . . . . . . . . . CL ID
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GLASS RAILING SYSTEM C?
-------------------
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T
TOP OF LEVEL THREE FLOOR DECK
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PROFILE RES01 0612-WITH
UNILUX FENSTER AND TUREN
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%
ALUMINUM CLAD WOOD IMPACT
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ON 8 1/4"STRUCTURAL INSULATED
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SMOOTH STUCCO SYSTEM ON METAL
LATH ON STUCCO WRAP ON8 1/4"
STRUCTURAL INSULATED PANEL UNILUX FENSTER AND TUREN
SYSTEM ALUMINUM CLAD WOOD IMPACT
WINDOW AND DOOR SYSTEM
SMOOTH STUCCO SYSTEM ON METAL
LATH ON STUCCO WRAP ON 11
INSULATED CONCRETE FORM
SYSTEM
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LEVEL TWO FINISH FLOOR
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+ 111'-6"
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............... ............................ ----------------- ..................
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__�I--—------— - ----------------------------- .............
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+ 100'-0" z z
UNILUX FENSTER AND TUREN
ALUMINUM CLAD WOOD IMPACT
WINDOW AND DOOR SYSTEM
100% FOUNDATION
PERMIT DOCUMENTS
EAST ELEVATION
L) 1 1/4" 11-011 07.22.13
.............. ........................ .................
.......... ............ ......................... ............
................�1111..1111___
............. -----------...............
............ ..................................................
date description
project#: 1207
...........
A d r awn b y mj f
checked by: jpb
copyright cdg 2013
scale: as noted
ELEVATION
2 . 03
wig
cL
EO
cc
I\X
\0\00\1
2 4
--------------------------- mjmmgm�l 11 gill
C CL
3
PORCELAIN TILE FACADE CLADDING
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BOARD ON WATERPROOFING
MEMBRANE SYSTEM ON 8 1/4"
STRUCTURAL INSULATED PANEL
SYSTEM
A,, TOP OF PARAPET
+ 135-41
—GLASS RAILING SYSTEM
TOP OF PARAPET
+ 132'-5" . . . . . . . . . . . . . . . . . . . . . 0
+ + + + . . . . . . . . . . . . . . . . . . .
SMOOTH STUCCO SYSTEM ON METAL -
D . . . . . . . . . . . . . . . . . . . . . .
+ + + . . . . . . . . . . . . . . . . . . . LATH ON STUCCO WRAP ON 8 1/4"
. . . . . . . . . . . . . . . . . . . . . . STRUCTURAL INSULATED PANEL —0 04
SYSTEM CM C)
N CD
TOP OF RAILING BN r,
+ 128'-4" 4_8 CL 5 Cn 8 C14
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a— -r-
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W I-=00 a)04
SYSTEM ON 8 1/4"STRUCTURAL Z -I,-—
(q or-
TOP OF WALKABLE ROOF DECK INSULATED PANEL SYSTEM TOP OF WALKABLE ROOF DECK a)m—
+ 125'-4" CN
04
+ 125'-4" (D -a 12 0:"'gq @)C D
T__ 4-0 2 Jo_ In '00
TOP OF LOWER PARAPET a 3: Um
8 uJ-
LEVEL THREE FINISH FLOOR T_ . . . . .104 + + + + 123'-6"
+ 122'-8 1/4" RESYSTA WALL CLADDING SYSTEM ------- r __7 + + + + + + + + + + + + + + + + + RESYSTA WALL CLADDING SYSTEM
-PROFILE RES01 0612-WITH + + + +
CONCEALED CLIP AND BATTENING --------7 . . . . . PROFILE RES010612-WITH
SYSTEM OVER WATERPROOFING . . . . . . CONCEALED CLIP AND BATTENING Cm
ON 8 1/4"STRUCTURAL INSULATED SYSTEM OVER WATERPROOFING LO
PANELSYSTEM + + . . . . . . ON 8 1/4"STRUCTURAL INSULATED
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+ . . . . . . . PANELSYSTEM 2-1 W
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. . . . . . . . . El
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+ + + + + + + + + + + + + + + + +
. . . . . . . . . . + + + + + + + + +
LEVEL TWO FINISH FLOOR . . . . . . . . . . . . . . . . . . . LEVEL TWO FINISH FLOOR %
%
+ 111'-6" . . . . . . . . . . . . . . . + + + + + 11
T
. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . + + + +
BOTTOM OF CANTILEVER AREAS . . . . . . BOTTOM OF CANTILEVER AREAS
+ 109,-0"
+ + + +
C
. . . . . . . . . .
. . . . . . IrF + + + +
+ + + +
UNILUX FENSTER AND TUREN + + + +
ALUMINUM CLAD WOOD IMPACT . . . . . . . . . .
0
+ + + + J
WINDOW AND DOOR SYSTEM T
+ + + + + + 1 + + + +
. . . . . . rF + + + +
. . . . . . . . . .
+ + +1 + + + +
LEVEL ONE FINISH FLOOR
+ + + +
OIL 4 LEVEL ONE FINISH FLOOR
+ 100'-0"
-)w 1% + 100'-0"
SMOOTH STUCCO SYSTEM ON METAL
LATH ON STUCCO WRAP ON 11
INSULATED CONCRETE FORM
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ORTH ELEVATION (N
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MEMBRANE SYSTEM ON 8 1/4" _J
STRUCTURAL INSULATED PANEL
<1 <
SYSTEM TOP OF PARAPET Ak
+ 113'-0"
TOP OF RO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 112'-6"
. . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100% FOUNDATION
* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PERMIT DOCUMENTS
+ + + + . . . . . . . . . . . . . . . . . .
* + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 07.22.13
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ + + + . . . . . . . . . . . . . . . . . . ..........
+ + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ + + . . . . . . . . . . . . . .
.........................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
+ + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEVEL ONE FINISH FLOOR
............. ........... .........................
+ 100'-0"
date description
project#: 1207
............... .............. ----------
d r awn b y mj f
A checked by: jpb
.............._111,11--l.-I................................
ORTH ELEVATION copyright cdg 201-3
01/4" 1 1-011
scale: as noted
ELEVATION
A 2 , 04
L
CC
4
+ + + + ++ + + + 'E .
r
0
C_
D
0
01/4
C�q
W
0 W
FLU
---------------------------- ---------- ------------------------------------------
DESIGN CRITERIA
DESIGN CODE: ROOF COVERING SPECIFICATIONS: REINFORCED CONCRETE (CONTINUED)
2010 FLORIDA BUILDING CODE RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED CONCRETE SLABS ON GRADE:
COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS
DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL
ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. Lou Pontigo and
ROOF LOADING (cd=1.25) INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL Associates, Inc.
TOP CHORD LIVE LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR):
TOP CHORD DEAD LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 5'x5' GRID WITHIN 12 HOURS 420 Osceola Avenue
BOTTOM CHORD LIVE LOAD 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON jax. Beach, Florida 32250
BOTTOM CHORD DEAD LOAD THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. DETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. Ph. 242-0908 Fax. 241-9557
5 psf PRESSURE TREATED WOOD FRAMINQ SPECIFICATIONS: F L:CA#8344 SO CA#3579
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST CONTACT US WITH YOUR COMMENTS
FLOOR EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. PRE-ENGINEERED SYSTEMS COMMENTS @ LP�
FLOOR LOADING SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE
TOP CHORD LIVE LOAD (cd=1.00) SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR
TOP CHORD DEAD LOAD 40 psf NON-DOT BORATE PRESERVATIVE 'TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED DESIGN ED/EN GIN EERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
20 psf SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE
BOTTOM CHORD LIVE LOAD 0 psf HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USE P, ALL ATTACHED FASTENERS SHALL REINFORCING, U.O.N. PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL
BOTTOM CHORD DEAD LOAD BE STAINLESS STEEL. N*P OA cn
ones'.
5 psf ....ease
�\CE
SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE
DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALL NOTES: ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS
0 No. 3
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH a
FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE a 2
CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY as
3. SILL PLATE ANCHORS -Y2%6" EPDXY ANCHORS 0 48" O.C. MAX ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL STATEOF
4. STUD SIZE & GRADE PER STRUCTURAL PLANS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1 -6" RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION
PAST OUTERMOST CHAIR OR SUPPORT BAR. 4�-�z 0-
WIND LOADING: 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. CONTAINED IN THE CONTRACT DOCUMENTS.
BASIC WIND SPEED (ASCE 7-10) -------------- 130 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. NDATIONS: DAT��
7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. MAIN HOUSE PILE FO PRE-ENGINEERED SYSTEMS SHALL INCLUDE WOOD FLOOR & ROOF SYSTEMS, ALUM. & GLASS
IMPORTANCE FACTOR ---------------------- 1.00 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT
WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL
F 26 TONS IN COMPRESSION, 8 TONS IN TENSION
MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. STRENGTH OF 5000 PSI, A CAPACITY 0 REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT
AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF THE
ROOF PITCH ---------------------------- VARIES GALVA IZED METAL STRAPS AND EASTENERS ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, LIES REPORT No. PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO
BUILDING CATEGORY ----------------------- 11 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4, THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS.
EXPOSURE CATEGORY ---------------------- D ALL METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 oz/FT^2) OR BETTER. NAVD.
ENCLOSURE CLASSIFICATION ----------------- ENCLOSED SIMPSON PRODUCTS SHALL BE Zmax GALVANIZED. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, SHOP DRAWINGS:
INTERNAL PRESSURE COEFFICIENT -------------- ± .18 HANGERS AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDEDJO HELP THE ENGINEER VERIFY HIS (�:FIELD ALTERATION
BE STAINLESS STEEL. SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONTRACTOR SHALL CONTACT LOU
S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PONTIGO a ASSOCIATES PRIOR TO
COMPONENTS & CLADDING DESIGN PRESSURES CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN MAKING ANY STRUCTURAL FIELD
ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE HOT DIPPED GALVANIZED TO PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF MODIFICATIONS WHICH MAY VARY
DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE FROM THE INTENT OF THE ORIGINAL
MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION CONSTRUCTION DOCUMENTS.ANY
TRIBUTARY INTERIOR EDGE STRIP (PSF): RECORD (EOR) FIELD ALTEIRNATIONS MADE PRIOR TO
PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH BEING APPROVED BY LOU PONTIGO&
AREA (sf) ZONE (PSF) a' = 4'-6 FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS ASSOCIATES MAY RESULT IN
OTHER TRADES. ITIS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP ADDITIONAL ENGINEERINGS OR
10 +30.4 -33.0 +30.4 -40.7 STEEL. POOL AND EXTERIOR PATIO NOTES DRAWINGS AND THOSE OF HIS SUBCONTACTORS.
SHEATHING SPECIFICATIONS: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010
50 +27.2 -29.8 +27.2 -34.3 ROOF - MIN.5/8", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO
SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL LIVE LOADS: SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY
100 +25.9 -28.4 +25.9 -31.6 SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). POOL DECK 50 PSF REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S
CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF n
THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WALL - MIN. 7&,", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, ALLOWABLE UNIT STRESSES ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS
WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING CONCRETE: (PER ACI 318) FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE
STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED REQUIREMENTS AT SHEARWALLS CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE
CONCRETE: CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE 0
E DESIGNED FOR BOTH FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON STRUCTURAL POOL SHELL Vc = 4000 PSI SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY
COMPONENT & CLADDING WALL ELEMENTS SHALL B MANNER NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING ry LL
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. @ 6" O.C. EDGE & FIELD STRUCTURAL SPA SHELL f'c = 4000 PSI SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS
MASONRY SPECIFICATIONS: STRUCTURAL GRADE BEAMS Vc = 4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. Uj ek
0 LINEAR INTERPOLATION IS PERMISSIBLE. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE STRUCTURAL PILE CAPS f'c = 4000 PSI L9 > 7
0 PLUS = PRESSURE AND MINUS = SUCTION. CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05 GROUT SHALL BE IN ACCORDANCE WITH AUGERPAST CONCRETE ANCHOR PILE Vc = 5000 PSI
ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM 09 REINFORCMENT: ASTIV A615 - GRADE 60 U
0 THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/,, PLACED AT AN 8 z
DESIGNED FOR EDGE STRIP PRESSURES. TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR
MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AUGERCAST ANCHOR PILES
0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW 1) MINIMUM 14" DIAMETER LD Lu
LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE
2� MINIMUM TIP ELEVATION -4.5' NAVID
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 3 ADD 6-#5 w/ #3 TIES AT 12" O.C. U
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE 4<
BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". DEP DESIGN CRITERA. 0 U
MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN
GENERAL NOTES E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE.
M TERIAL SPECIFICATIONS: SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING PAVER & POOL BACKFILL NOTES:
VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN z
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED 1. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL z
307 OR ASTM F 1554 GRADE 36. GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. Uj 00
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. Ln
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH
EXTERIOR SHALL BE GALVANIZED. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF Z
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING THE MATERIALS MAXIMUM DENSITY.
SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN SHALL BE A MINIMUM OF 6". 11. WATER WANDING OR "JUKING"DOES NOT CONSTITUTE PROPER BACKFILLING 0
REBAR SIX AND '/,," LARGER THAN THREADED ROD SIZE. (U.O.N.) COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS.
CLAY MASONRY (BRICK):
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL BRICK SHALL BE "IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK,
111. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE
CARTRIDGE INSTALLATION ONLY): FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. OWNER AND LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO FILE
USP CIA-GEL 7000 HIGH STRENGTH EPDXY.
SIMPSON 'SET' EPDXY. CONCRETE SPECIFICATIONS: IMPLEMENTATION, INCLUDING AT A MINIMUM: lima
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE (1) AUGER BORING 3' MINIMUM BELOW THE DEEPEST PORTION OF THE POOL.
[RMMU FOR CM
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. CONSTRUCTED IN ACCORDANCE WITH ACI 301.
STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CW01V1IMAXW#j4M
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL.
REINFORCED CONCRETE
Wag GENERAL
IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED REVEMMM,;�M -s--.20 I
CONTRACTOR RESPONSIBILITIES COMPRESSIVE STRENGTH REQUIRED, U.O.N. STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NOTES
THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, AUGERCAST PILES f'c=5000 PSI NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND
ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS PILE CAPS & GRADE BEAMS f'c=4000 PSI NOTIFY THE OWNER OR ENGINEER. STRUCTURAL DRAWING INDEX AND
BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF SLAB-ON-GRADE f'C=4000 PSI 17
OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR CONCRETE BEAMS & COLUMNS f'c=4000 PSI SUPPLEM NTARY POOL NOTES SO.0 GENERAL NOTES & SPECIFICATIONS SPECIF
DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS.
THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF ELECTRICAL, AND POOL DRAWINGS. S1.0 FOUNDATION & GROUND FLOOR FRAMING PLAN
MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI S1.01 FOUNDATION DETAILS
AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR C DO NOT SCALE DINIENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
WITH ACTUAL EQUIPMENT PURCHASED. ARCH ITECT/STRUCTURAL ENGINEER APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR S1.02 POOL FOUNDATION PLAN, SECTION & DETAILS UNCLEAR REFERTO THE
ARCHITECTURAL DRAWINGS OR.
SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR CONTACT THE E.O.R.
FOLLOWS: THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE PLAN NAME
COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, CONTRACT DOCUMENTS. r 587 BEACH AVE.
MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. GRADE BEAM (TO MAIN REINF) 301
ARCH I TECT/STRU CTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE DESIGN/DRAWN/CHECKED
OMISSION. COLUMNS AND PEDESTALS (TO MAIN REINF) 2" ENGINEER SHALL BE NOTIFIED. CS / KJL /LAP
SLABS ON GRADE 2" DATE
NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN STRUCTURAL POOL SHELL 2" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, 7 07/23/13
THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL SPA SHELL 2$$ THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS 0 CONTROL NO.
GRADE BEAMS AND PILE CAPS 3ts ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. z - - I
CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT 0 TRUSS ID.
SEQUENCES, AND PROCEDURES OF CONSTRUCTION. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOO
RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC LPA NO.
CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND 62B-33.007(5)(m)(n) CONT-12-00356
SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS.
ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. SHEET
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CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. D SOD
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PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER
GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. NOTES: CS / KJL /LAP
0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. DATE
FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE z 07/23/13
2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2- TO THE #3 TIES. ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. C CONTROL NO.
3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. z TRUSSID.
4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR C
AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN LPA NO.
THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH < CONT-12-00356
AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED ACCORDANCE WITH ASTM D 1557. r) SHEET
PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE z
PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF D
EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD SLO
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