HomeMy WebLinkAbout2626 W 1 St FPL plansINDEX OF DRAWINGS:
ARCHITECTURAL
A 1 SITE PLAN
A 2 FLOOR PLAN, SECTION
A R C H I T E C T
THEODORE ROUX
CORAL GABLES, FLORIDA
DATE: SEPT. 21, 2016
STRUCTURAL
NEW CANOPY
SANFORD SERVICE CENTER
2626 WEST SR46 SANFORD, FLORIDA
S • 1 FOUNDATION, FRAMING PLANS
B91LDING►NG U�
SANFOFtD----1,
GONSTRUED TO BE A
UED SHALL 3 \ j L ANU NOTAL
APEFiMITISS yVITHTHE L(ERORSEi
LICENSE TO PROCEED TE CANCEL, A
THE PROVISIONS OF THE TEGHNFV F
AUTHURITYTOVIOLA APERMITPREVENT
ASIDE ANY OF
CODES MOR SHALLOFF'CIAL FR ERRORS N P 0 S,
THE gUILU CORRECTION OF F THIS CODE
REQUIRING A VIOLATIONS 0
CONS f RUC TION OR
PERMIT #
SEP 2 2 2016 +arc/ AR0004169 ;
lase t�FRED
r Fr 21201,3 11
+� {,
1664e r__
j�
g I O\
I xryh \
1 \
I O-\
g BORING 4 CA2 \�
6' CLF W/! 00 ELEV =24.85
2' DABBED WIREI , a \
`_-1xry7p4�\ 2' BARBED WWIRE
xry"
g ASPHALT \,
PAVEMENT / \
�6' CLF
Ilg x /
/
g h /
I
a
h° ry / I
$ " x /
g xry /
e/
ryh6 /
O
LEAKER AREAS f 11. FtrFI.�;. x�' x•yh I�
SITE BENCHMARK # 3
TOP OF PK NAIL & DISK
WITH "TRAVERSE" LB #7143
ELEV = 25.07(NAVD '86)
N 1628195.00'
E = 560854.21'
DOD FRAMED
STORAGE
BUILDING
5.2' x 6.3'
SINGLE STORY ' I
MASONRY BUILDING
FF ELEV = 25.98
SITE BENCHMARK # 6
P1. x
{{ "
Y�L rrl i. ry" STORM SEWER MANTT,GLE-
. I R- TOP RIM ELEV - 24.55 ryp t I j I p X"
g{C-j F C INV ELEV - 20
t L iii (CLAY PIPE ,UNABLE TO VERIFY PIPE SIZ.31E)
BOTTOM ELEV = 20.31
ph hp �1 9p� of 1-1 TOP OF WATER ELEV = 22.45 BORING C-11
x`y ry [reaF'tl (t1 UNABLE TO VERIFY ANY OTHER PIPES ELEV
*tt 7 po DUE TO THE WATER
I � h", ^'`"�•, � ry 0 xry / / .. // �,°j
E ti" I Lr` x �' /j 7 \ / /.•. BORING R C-10 I '\
CO i CO ELEV 25.07
,yyy�. :, W�a:;. ASPHALT
h.(xPA.--•MENT
l W 0
/ xry e'Y xti6 "� I E \
_ I� POLE STORAGE AREA
--FLAT GRATE INLET `�•aW xry �` 7/ /ti h�.' xry I I I I I '\ (AREA NOT INCLUDED)
TOP GRATE ELEV = 24.07 / PID 26-19-30-300-0120-0000 I (`\
INV ELEV 22.60 (4'PVC) '='z p OWNER: FLA POWER &LIGHT CO y
BOTTOM ELEV = 21.97`."�^� PROPERTY ADDRESS: 2626 WEST FIRST STREET I
SANFORD FLORIDA, 32,771
p� 32.5 / '. ��' ASPHALT � � - ry • .,. � ' 1 I \
rye' I
TOPT GRATE ELEVT- 24.30 PAVEMENL pp ,Y0'ry ` '\ ^,'! •! ! \ SITE BENCHMARK # 2
,y INV ELEV = 2 " VC p'1 xry°j' \%��) - x TOP OF PK NAIL &DISK
FLAT GRATE INLET
Ig s\ xry9 BO7T V 22.76 h^ x'Y TOP GRATE ELEV = 24.93 �`� I ? WITH "IRAVERSE" LB #7143
g \ xH'
BE: INV ELEV = 21.58 - h� �' +t,-„ _ �,h( SANITARY SEWER MANHOLE ELEV = 26.06' (NAND '88)
�r ELECTRIC BORING N C-9 'L _ x N = 1628037.81'
PULL BOX "'y ELEV 25.12 (CLAY PIPE, UNABLE TO VERIFY PIPE SIZE) TOP RIM ELEV�6.15 ASPHALT (\
6' CLF W/ ti- :», APB ryh. ,.yY NW INV ELEV = 21.55 ,p4 5E INV ELEV = 205...,(8'PVC) PAVEMENT E - 561161.33'
2' BARBED WIRE �c�� ""' v_ M4� oho h`.'o ,yh (CLAY PIPE, UNABLE TO VERIFY PIPE SIZE) ,Yh p SW INV ELEV = 20.58
.`Y BOTTOM ELEV = 21.55x.1
- p e..o O •r-. '� 'x x
BFP 6' CLF W/
p1 ,Yy`' 2' BARBED WRE
xn°` 1 % ry7' xtiT` nwl q f' ECTRItT I E'�I COLUMNI (TTP) x i i\
VEHIE CH!(RG p - (, I S x p x /`
11.6' ,1 .I - I ��y�r'` - I - n�•ry � �a ^�� . Nps ,.:,T,°':'Q ,ye �-;'`'w� � ' " �/!///
Icy;
SINGLE STORY ��V y"� h•• p �Y\ per' �"^,�, pp I I I (I
BUILDING xryh " j 08.2' 'Lpp o• T x`yh y� ry - i l I \
BOLLARD ( ) \\\\\ ryh• ~ pp
'yh ryh ryh�ry�' AC UNIT SINGLE STOftY OVERHANG (TYP) m- •••���///` �' \ xH'p
p 'S FLAT GRATE INLET ��
'y p MASONRY BUILDING TOP GRATE ELEV = 25.34
ry A 2 ryp CONC ETE URB'=„ `Y BORING#BA
'ate,/ FF ELEV = 6.68 • • ry QN INV ELEV = 22.92 - •-� ! ` l
nF' q I 3 (CLAY PIPE, UNABLE TO VERIFY PIPE SIZE)'., y ELEV •26.09
NO TOPOGRAPHIC INFORMATION- I ry 0.#1' POUND META1 LIDT �. 2 BOTTOM ELEV = 22.92 �,ry
COLLECTED IN THIS AREA I x`yr hb"x `Yp'Yp ham' xh I i
fff ,y�i x •y 'I, / / / o / / / T0I ELE = 2 .38 o'b `Y
/46 g j ,� j 26 7 j ." -� -1 - I x HATCHED AREA IS APPROXIMATE LOCATION
I OF AREA OVER CONCRETE
C-7
POLE STORAGE AREA
II_E�O1ry tip__...... c6 ^'Vy •' g.- I �T.�' `I^ h N/ 6�1 IROU (AREA Nor INCLUDED)
Imo' , ti7 ,Yc 0h SIGN'`' TUP EL V 5.99 s _ -
ELECTRIC x h 0, 34.8' p I I `+
PULL BOX I `Y p A `yyh ` I HFyNDICAP BUILD)
�' I OVERHANG _ vry' 9 FLAG POLE N hw I I OF BUILD�VG �i ry III; SITE BENCHMARK #, 8 ' (r7P> f� ry ryry
SITE BENCHMARK # 7 p yp-- 0. E I ;. SANITARY SEWER ANHOLE pf pp' y x 9y
`y h' h` TOP RIM ELEV = 25.95 h " h' •'�i I
TOP OF PK NAIL & DISK .�--I ,yh• 'L x'y .,�. SINGLE,�TORY\\f i ;, p0`I'1N REMOVE x`L p�`'
SEMINOLE COUNTY EOx 0 BORINGgCs p p W� SE INV ELEV - 20.38 (8"PVC) xry BUIL DI G \ ,Yp�p� as-�'.' ryp' EXIST.
ELEV = 24.49' (NAND '88) ,Y0^ ELEV=25.80 1 1 ? NW INV ELEV - 20. 7 (8'PYC) FF ELEV 26.69 \ !'lp I I CANOPY x x \
6' CLF W/ ,y , p x'Ih x`Yh xry �� p po CANOPY
2' BARBED WIRE ,yr x97 x`Yh 1
3' WOOL) HORIZONTAL J 1" ELECTRIC PANE[# FOR p r\� S r p \
ASPHALT Yp \� h6.. >r` �,
INV ELEV = 21,13 (18'RCP) SLAT FENCE I x°'h 0 TELEPHONE GATE TRACK LINE BORING 0 C-6 PAVEMENT SITE BENCHMARK # 4LIFT STATIO p1 1ry`Yp - _ p _ _ ,yh ., I ;
19 I$I g \90 I I p•5 I hxq,h" �.' y 1�,yh '`�p 1" `Lh' �'_ 'Sh Fhnry,h. .! ER 1 h�I TIOI7FLFI VP8= %{2 5.4' II ryI' 41I Ii
rry"'o n",hry�h®.•I�'p J:h p __ __ .y_�,- - - __ _ w -,w-e r,�M r __ ,,,p .ryh [�9y�,,� mo x�,
y,hn ph x�'h• " \�%x
ELEV 25.67 STATIOMARK
FIBERxOPTIClTRIC TOP RIM ILEV 4 YP)
INV ELEV 21.07 (18"RCP) 9.96 PVC) h xryy
BOTO(ELEVBOXPULL BEMPTY WATER
CATV RMETER BOXSUNRAIL SIGN 1 LECT%gANEL y
0/
`)•-\� /�\
\
\\
\
\
'L1x GRASS ) 3\
x,yh A xp
-_
�_ � - _ - _ _ f m ,�h • x
,ti . 0 ry", �,p 1 x-ry .yh. x h., ryh. au W ry
`L" .�� 0. O ALVF VAIN
- ^�-F_LF�1f yC �ryhT^T�ELe =25.56
" " o sh _� M ry. d h SITE BENCHMARK# 5 h ry xry x"" I x
h" h'y ry ,yJry:,j" PULL B X ryh. ,Yh. ry ,ry p0 ry Mry ELRING-111 h4.
'y" .. xry `Y "O k p' ti �J
x ' ELECTRIC GATE MOTOR h hyp VALVE VAULT h6 p, x�p 9p LANDSCAPE TIMBERS p
h• % .b C//J O h TOP ELEV =25.51 9. ry IIMULCHELEV = 21.57 (18"RCP) ry .ry .. O @ hh x' x BORINGq-5 x ASPHALT p• AREA
1 9 \\ \`bh BORING q O-1 INV ELEV = 22.54 KEYPAD Xhl w ASPHALT xN' BORINGgC-2 xn' ELEV=26.05 PAVEMENT
CONCRETE HEAD WALL :yhPh`.I'ry" h. O ELEV=25.79 (12"x19"RCP) BOLLARD (TTP) ¢ PAVEMENT ELEV=25.40
AVG. TOP ELEV = 23.66 `yryh" Y ryh. I ABOVE GROUND I ^,0 9 �' "
INV ELEV = 21.12 (18"RCP) \ PIPE INV ELEV = 23.24 no' ryy x��rY x`yhp .ryh� 'Ypp xry
(12"x19'RCP) L x------ x --- __=- ---
CONCRETE HEAD WALL TELEPHONE MANHOLE
AVG. TOP ELEV = 24.45 TOP RIM ELEV = 24.86
SITE BENCHMARK # 1
TOP OF PK NAIL & DISK
WITH "BM" LB #7143
ELEV = 25.45' (NAVD '88)
N = 1627898.65'
E = 561077.97 6' CLF W/ - G -`h
2' BARBED WIRE g>�P'0L,�F F4 \U
OOORF< 11
of
ARO
SEP 2 6!�°+I����s . 004169
SR 46
NOTE -
VERIFY EXACT LOCATION
OF CANOPY w/ FPL
SITE PLAN
SCALE: 1'=30'
�T
Theodore Roux AIA
116 Girold. Avenue
Coral Gables,Florida 33134
phone (305)443-8116
late: 09-21-16
job no: 1664
A
-1
LL
w
lillillim
a
cc
1w,
0
U.
i
1
0.
10
Cal
z
0
LLLu
---
-
!
SR 46
NOTE -
VERIFY EXACT LOCATION
OF CANOPY w/ FPL
SITE PLAN
SCALE: 1'=30'
�T
Theodore Roux AIA
116 Girold. Avenue
Coral Gables,Florida 33134
phone (305)443-8116
late: 09-21-16
job no: 1664
A
-1
ALUMINUM CANOFY
ALUMNUM DECD FASCIA, GUTTER AND DOWNSPOUTS
SHALL BE BY SUNDANCE ARCHITECTURAL PRODUCT6 LLC,
ORLANDO, FLORIDA OR APPROVED EQUAL.
CONTRACTOR 614ALL SUBMIT SHOP DRAWNGS SIGNED BY
FLORIDA STRUCTURAL ENGINEER FOR APPROVAL.
0
,
ALTERNATE FOUNDATION
SCALE: 1/2'=1'-O'
r- NC
6'-O”
TYP.,
2'-0" TYP.
%Jw i iWl 4
I I
60'-0'
8 13'e VERT. 4
5 "3 TIES HORIX.
°
20'-0'
co
7�
GROUT �`
4- ,
—It
EXIST. ASPHALT
I
Ilii.
a _
I 15's VERT. 4 "34'°'
TIES a 24' O.C. MAX
WI2x22
I
I
-i o
wlOxl9
14 co
e �.
i
1 4
w
.a 4
41
o
4
2-6„
_
ALTERNATE FOUNDATION
SCALE: 1/2'=1'-O'
r- NC
6'-O”
TYP.,
2'-0" TYP.
WI2x22 WI2x22
20'-0'
6'x(o'x12' 5%.
TUBE COL., GALV.
TYP.
W12x22
.UM. FASCIA
BUTTER
LOCATE FTG. 1@
EDGE OF ASPHALT
WIOxl9
i
Ei
Q
— --IIS— — — wtOxl9
I 1
NEW C...._, .
ABOVE
A2
WI2x22
dEW PVC
DOWNSPOUT
TYP.
FLOOR PLAN 21
6CALE:1/4'=1'-m' NORTH
0
co
crj
LL
0
iO
Z LL
V CO)
U
W
co
o�y
zpcc�
ZLL Lu
3Q�
N
UJ Z UJ N 1
I Theodore Roux AIA
116 Giralda Avenue
Coral Gables,Florida 33134
phone (305)443-8116
cV
date: 09-21-16
coNc. �P��•0F FCO °II -
SPLASH, TYP.I
�QDD�FC, p ia
,�� lob no: 1664
riax'm'• AR0004169 .i
SEP 222016 DIIIt�@v®Rr•:.•••.,RCN���G�� A
%Jw i iWl 4
5CAL3=:1/2'=1'-O' A-2
60'-0'
20'-0'
20'-0'
WI2x22
WI2x22
I
I
wlOxl9
WlOx19
i
w
Q
o
3
J
Q
�
w1Oxl9
I
WIOxl9
I
WI2x22 WI2x22
20'-0'
6'x(o'x12' 5%.
TUBE COL., GALV.
TYP.
W12x22
.UM. FASCIA
BUTTER
LOCATE FTG. 1@
EDGE OF ASPHALT
WIOxl9
i
Ei
Q
— --IIS— — — wtOxl9
I 1
NEW C...._, .
ABOVE
A2
WI2x22
dEW PVC
DOWNSPOUT
TYP.
FLOOR PLAN 21
6CALE:1/4'=1'-m' NORTH
0
co
crj
LL
0
iO
Z LL
V CO)
U
W
co
o�y
zpcc�
ZLL Lu
3Q�
N
UJ Z UJ N 1
I Theodore Roux AIA
116 Giralda Avenue
Coral Gables,Florida 33134
phone (305)443-8116
cV
date: 09-21-16
coNc. �P��•0F FCO °II -
SPLASH, TYP.I
�QDD�FC, p ia
,�� lob no: 1664
riax'm'• AR0004169 .i
SEP 222016 DIIIt�@v®Rr•:.•••.,RCN���G�� A
GENERAL NOTES
I. Code ;All requirements of the Florida Bullding Code 2014 Edition,
Florida Fire Prevention code 2015 edition
and Local City, County, Statel Codes shall be met.
2. Building Data
ExteriorCanopy
Size: 59'-0'x20 -0' = 1180 sf
Ht:top of roof 15'-0'
3. Structural Design
Desiggn loads:
wlndToad - per ASCE 1-05
baslc wind load velocity 140 mph risk category 11
pressures are calculated In accordance with the Florida Building Code 2014 Edition
wind Importance Factor = 1.15
w(nd exposure factor = C
4, CONCRETE:
3000 PSI -MINIMUM 2S DAYS STRENGTH
CEMENT FACTOR: 5 SACKS PER YARD MINIMUM.
ADMIXTURE: CONFORM TO A.S.T.M. C94, TYPE D
SLUMP: 4' TO 5' MAXIMUM.
AGGREGATE: CONFORM TO A.S.TM. C33 U51NG "51 ROCK.
FURNISH PROCEDURES LABORATORY AFFIDAVIT AS TO THE
PROPER PORPORTIONS AS SPECIFIED. SEE SPECIFICATIONS.
5, REINFORGING:
CONFORM TO A.S.TM. A615-60 GRADE,
MESH: CONFORM TO A.S.TM. A185, ELECTROPLATED.
CORNE SEAM REINFORCING:
FURNISH (2) 05m LAPPED AT EACH CORNER 4$ BAR DIAMETER EACH WAY.
CONCRETE COVER:
FOOTING---------------....------.......... 3' CLEAR
COLUMNS 4 BEAMS.._.._.._____...._.._____. 2' CLEAR
SLABS_-... ...... _..—----- ___-- 3/4' CLEAR
6. FOUNDATION:
ALL FOOTINGS ARE DESIGNED FOR AND ALLOWABLE BEARING SOIL
PRESSURE EQUAL TO 2000 P.S.F.
1 MISCELLANEOUS METAL
A. MISCELLANEOUS STRUCTURAL STEEL SHAPES, MEMBERS 4 CONNECTIONS AS LISTED
4 WHERE SHOWN ON DRAWINGS SHALL BE ASTM A-36 STEEL.
B. ALL THESE SHAPES, MEMBERS 4 CONNECTIONS DENOTED TO BE HOT DIPPED
GALVANIZED SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.
C. ALL EXPOSED EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED.
D. WELDING SHALL CONFORM WITH AWS SPECIFICATIONS. ALL SHOP 4 FIELD WELDING
SHALL BE PERFORMED BY QUALIFIED WELDERS WHO MUST HOLD CURRENT WELDING
CERTIFICATES.
E. FASTENINGS: MAKE ALL EXPOSED FASTENINGS OF THE SAME MATERIAL, COLOR 4
FINISH AS THE METAL TO WHICH FASTENING IS APPLIED, UNLESS OTHERWISE SHOWN.
USE STAINLESS STEEL SCREWS FOR ATTACHING ALUMINUM DECK
F. SEPARATE ALL ALUMINUM FROM STEEL WITH NEOPRENE SEPARATOR
I�
WI2x22 —
Y
U
w
Q
3
4
' WIOxl9
AXA�3
—44514,
XI
-i y
— WI0xl9 —
�---
II
I I
WI2x22
I
WI2x22
66-0'
WIOxl9
u
w
a
— WIOxl9 —
U
Lu
Q
— WI2x22 —
I
WIOx19
4'`4k` �
N / X
XI X
y
WIOx19
U
w
Q
I
WI2x22
6'x6'xi2' GALV.
DTL, TUBE COL.,
TYP. FRAMING PLAN
5CALE: 1/4'=1'-0'
— — 1610 GONG. — — — — — — e5.F4
TTP. E 0 F oR '0
OVORE /�9 ���
61-01x6'-0' CONC.
FTG. w/ 1 5 EA WAY
1307T. TYP.
cJ-2
i �� ��•. Af""10004169
FOUNDATION PLAN SEP 2 2 21oiait,sT
a1t� RC D AR�
SCALE:
1/4'=I' -O' NORTH
Theodore Roux AIA
116 Girolda Avenue
Coral Gablesillorida 33134
phone (305)443-8116
I -
date: 09-21-16
job no: 1664
s