HomeMy WebLinkAboutSUBMITTED PAPPERSPR#
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VEGETATION
ENVIRONMENTAL
PLANNING/SITE PLAN
CODE ENFORCEMENT
USA
TAZ
WATER SUPPLIER
SEWER SUPPLIER
DER CERTIFICATION
FL DNR (CCCL)
FL DOT
SLC STORMWATER PER
MANGROVE ALT
SEA TURTLE PROT
SP VALUE
PLANS REVIEW FEE
C OF .0 FEE
ROAD IMPACT FEE
ROAD IMPACT DISTRICT
ROAD -IMPACT CREDIT -
ALTERNATE DEV FEE. .
FOR OFFICE USE ONLY
DATE RECEIVED
REQUIRED FEES
NOT REQUIRED
$�
$ RADON FEE $ .3 (�
$ RCPT # JS�
ROAD IMPACT ZONE
NO
[]
ALT. DEV_ FEE ZONE
r-
SCANNED
BY
St. Lucie Countv
SCHOOL IMPACT FEE $ . SCHOOL IMPACT CREDIT YES No
SCHOOL BOARD APPROVED TiON YES { ] [:l
POLICE IMPACT FEE $ { ] NO [ ]
FIRE IMPACT FEE S
SUB PERMITS REQUIRED
GAS
AIR CONDITIONING
ELECTRIC
PLUMBING
SCREEN ENCL/FENCE
ROOF
DRIVEWAY
NOT REQUIRED
[)
ZONING CHECKS
BBL LOT COVERAGE _
/� EASEMENT _LOT SPLITS
Y
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AJ 4S044 ' 28 "B
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DESCRIPTION
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Lot 60, HOLIDAY PINES, PHASE I, according to plat thereof filed in
Plat Book W, pages 16, 16-A through 16-D, Public Records of St.
Lucie County, Florida.
Per Flood Map, this area appears to lie in Flood Zone X.
Certification directed to; Robert I. Bell; Barbara Jane Bell; Chelsea Title
Company and The Prudcntlal Home Mortgage Company,
Inc., it's successors and/or assigns as their interests
may appear
CERTIFICATE OF SURVEYOR
1 HEREBY CERTIFY that the attached Map of Survey of the hereon described
propirty to True and Correct to the bast of my knowledge and belief as
surveyed 1n the field under my direction on 8-/7-93 I further
Certify that this survey wets the HWasuo TechnlcA andards set forth in
Rule 2INH-6 adopted by the Florida Board of Lend Surveyors, pursuant to
Florida Statute 472.027. There are no above ground encroachments other than
those shown hereon, sub]ect to the 9ualificatigns noted hereon.
Dated this X9 rday of 14UOUS7- 1993,
rl lda Registration No.-;34.3S
THE JAMES A. FOWLER .
�QC3i�7T?FLRe,' LAND SURVEYING COMPANY
1239 SOUTH U.S. HIGHWAY N4 1
T—TY3Nrt`ER TM P.O. BOX 1677 — VERO BEACH, FL.
( 407) 562-4744 32961
1. Reproducltons of Ws aAdch are not valid Mir»
,acted with an robossed Surveyor's $,of.
Z. Lands shown h0tuen were not abs/meted by IN,
office for Rfghhid-"y ,Easements of Reeord,
Ownnrshtp, Abcmamnenls, Deed Restricllon, Zoning
Sal -backs or Mvphf Act Deeds,
J. Legal Descrtellon'shown hereon was provlded by
the Client and/r ids Agent.
4. There may be 'JdiRonal nslrle!/ans that are not
shown on /his 1orwy that may be found An the
Publle Records'
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WAOMG AMU YW TABLES
-
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OESMIPTION
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S &-K ALUMINUM
'PT- SAINT LUCIE FL
WILLIAM J MCGRAW PE
CONSULTING. ENGINEERS
TAMPA FL
ALUMINUM CONSTRUCTION
DETAILS
vWAMI 15wi
_
SEAL
SHEET
1
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cart Z•s-e9
REVISIONS
JOB Ma
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_
SCREEN
ENCL0911E
CARPORT
AT ACHEp_-
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6
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'taRPo¢T ATTACHED'
NEW SLAB ON GRADE NEW SLAB oN CAVIARE
FOR SCREEN ENCL05URc5 � ATTACHED CARPo RT5 FoR Er1 L0SUF:ES WITH SCREEN WAI1q 4 AW MINyM ROOFZ
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it
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ALUMINUM
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FOR
I
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APPIOPpIAiE
TABLE
II
'NTE4MEDI4TE,
BEAMS
WREN
pA
I
II
II
1
11.
OANF15 W-,,- GT TO BElAm 1 TYPILAl PAN TO
1-�toA 12'SM9 W/TI'e Q• MALL CONNECTION
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BEAM
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EOOE BEAM FOR ROOF SPANS BELOW
TYPICAL POST SM f
NO. OF BAY ANCHORS
Ro.r PANEL ZPeU-
t0'
12,
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eoc to=o '-o VARIES
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ALUMINUM
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PANELS
_
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T •FT-�y ��'' -YPLNTERMEOIATE BEAMS RE4'D
b'xo u:
SEE.T46lE C-1
CARPORT EDGE BEAM & POST SPAN TABLE C-1
(ATTAWEO)
ELATE BY OESCAIPTION — - S &'K ALUMINUM
WILLIAM J. McGRAW .RE "
CONSULTING. ENGINEERS'
T+EVIsaNs � •F'T. SAINT L,UCI E FL TAMPA I?L
FooTING Fo1Z FREE 5T4,ND1w C: CAPPORT
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ALUMINUM CONSTRUCTION
SOLE " AT.S' 2.
DETAILS
' JOB MO. SN'L. 0 FIVC �QTt
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CONT I. I'. 114 ORLl
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SUPER GUTTER — FASCIA ATTACHMENT
spu LE FOR ANNSA4D
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TYPIG4L .SPLICE DETOIL TYPICAL POST To' 6Ee
'- FOPS SGRE EUEI
DOTE - BY DEBERIPTIER! S-&,K ALUMINUM
REVISCN9 'PT. SAINT LUCIE FL
2.2 BRACING REQD WN6N
CouE END ueT ATTP-cNED TOP MEM
TO ExwT. 5RucTu4E
242 MIN 4E4'D PA
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Now
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PZ 1NL RECRAD WNEU KFrd.a rr m
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sURES F
WILLIAM I Mc ;,RAW PE
CONSULTING. I NGINEERS
TAMfA FL
WOE END REVATON
SEE SHEET S FOR SPAN DE11NIlON
POOL ENCLOSURE
(TYPICAL)
n6wm 1Z�d
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COIJCRETa. TO P05T
CON)JE.CTION--
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E%,>T F43LI\ o4 RAiTEK '
5L4EbJ CaW �
- '
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w�10- a B•yMy
WITH SCREEN ROOF
N.WYW LT£AR SPAN FOR NAEVED ROCf BEANS O VARIOUS SPADNG
BEAN SIZE
rau
r-ru
r<u
r.rx
r-ru
r-r es
r+u
::f S.M. BEAM
22'-11
2D'-O,
1q-1
191-9
19=0
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1C�•S
SA • 1•Iz5M2
'
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24:�
'•2'
25-0
24.0
.25a
22.2
'21''S�
20�
Z•d- S.M. BEAU[•i1
SA . 2:121H
2"�sM BEAM
W �1M5ERT
-
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2.9'SMDEAM
_ '49.0
4c;1
-44=;9.
45•0'
41:5
$A•a.Ta(40
r BEAM
STANDARD 641,"N4 CODE 1955 EDITION
NOR THIS TABLE 15 BASED ON: SPECIFICATION% FOQ ALUMINUM STRUCTURE-,
' WNOLOAD OF 120 MPH
UVFLOAD'T LBS/= R.:
.
SCREEN ROOF BEAM —`SPAN. TABLE S-1'
ALUMINUM CONSTRUCTION
SCALE NT S yy
DETAILSjG'S k 9Z.
sl59 I
Aoe Mo ' 9J\L' ;. ; ci'• �• nvE:.:PPQT1
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6
CEMER,AL NOTE5
A. CGDES".
I. STANDARD DUILDING CODE 14D5EDIT10N
WITH
`DGf -DT (EVIOIDu9
3. WIND VELOCITY • IW MP14
2. �9PEG+FIUTONS FOR ALUMINuM STRUCTURES
4TI m.
¢EN61NEERING PTA Fom ALUMINUM
WuCNRES-
6T +6< ALUMIUUM ASSOCIATIOAL
D MATEliIALS:
1. ALUMINUM ROOF -PANELS - - -
- BoDS• M•IG
2. EKTRUDED DEAMS, SNAPE54 It-b
GD& S T-o
.5. 6DLSvi (SHEET METAL W-ZEW3
2o2A-T4
4 CONCRETE•
25oOP91CmG
5. REINFORGINO STEEL
ASTL/ 615-00
G. 5CREEN
IHf 14, 2qW,
T. ALUMINUM 5ANDWMICH PAUELS ASMFG SY
AMERICAN PREFAB Co.
GENERAL NOTES
ALL "G"ORS "ALI-M WSTALyD 14 STRKT
ACG o►NCE WITH THE MANUFACTUQGS
9PECIFICATIeN9
I
/
� rvw, .w ro
.�e�u ICAIo¢CI� NAanlRl ll.ew 'IrID IAYCL
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k.
10wCMo¢S
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2-'yubb Exf to.:M
FEit. PANEL (muc/
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S SUPER Gum%t 4F 5uPE0. CUTTER
u F
4M��¢
vA¢I eue � vAmw> fi�T I
hPAwy A' yPAMyD
TYPICAL COWNECTIOW DETAILS
aw TA{L - la pD1/4TIDI - !IO lITIA � rr' Lll
MTERPouT1oY SETWEEU 99"M is f=%N1 AbL
CARRIER BEAM — SPAN TABLE S-2
a - • , mnanDl onr x
la
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A.L=v
n-ia]IN.
MASONRY — CONCRETE FASTENERS
GLASS ROOMS
(swowal MTDI)
GLASS ROOM "HAT"
(ADVDILUwa III, q MY)
2"x7" S.M.B. WITH INSERT
am
!T
OElDST10N
&•K ALUMINUM
PT. SAINT LUCIE FL
WILLIAM J McGRAW PE
ENGINEERS
TAMPA IIII
ALUMINUM CONSTRUCTION[�CONSULTING.
DETAILS
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eq
AA a
EXISTING DOUBLE WIDE MOBILE HOM_EE OR HOUSE
-SEE RIDGE DETAIL
CAULKED HEAOE�:•
II
II
I II
I� 11
II
II II
_VARIES
PATIO CABANA
OR sp
II_
CABANA ORS SCREEN
II
II
II
WALL 2'•x4__BEAM__.J
I' 11
II
II II
8111.
I I
f"x0•• VARIES VARIES
TYP.
TPICAL PLAN Y.EN'
II
11
II
II
11
a I I
POST-i
II
- VARIES .'
, CABLE END MAY BE PANELLED OR
SCREEN.IN ROOM AREAS
h
I�
I
OP.
OPEN PATIO OR CARP(
(]R MAY ALSO BE ENCI
ROOF P,9N_ELS SPANS I
`1"x2" RECEIVING CHANNEL AT'-
BOTTOM OF 2"x2" POSTS _
EXTERIOR FINISH TO BE 8" ALUM. LAP
SIDING OVER FOIL INSUL. BOARD
SECURILY SCREWED TO. THE 2"XZ' POSTS
1"x2" RECEIVING CHANNEL Al -
TOP OF 2"x2" POSTS ,.
GRADE
TPICAL SErnoN
DEL. 1.25"xf110 HEX HEAD SCREWS
EACH gQIE TYPICAL -
2"x2"x0A0". POST AT 24" O.C.'
FOR PERIMETER WALL
/."xt." DRIVE ANCHORS AT 1217w.
PANELS ATTACHED TO CHANNEL W/�
248xh S.M.S. EA. PANEL EA. END
—118xK S.M.S. INTO EA. CLEATED RISER `.
mh
12"XI)Z2 X1.T5" RISER PANELS - I
CLEATS.INSIOE,
W.LLWALL OUAIL .. -
MIUL °LFVAnou
ATTACHED A —FRAME COMBINATION PATIO —CABANA OR CARPORT I TYPICAL UTILITY ROOM TYPICAL UTILITY ROOM
12" HEADER RECEIVES ROOF PAN
h.. I '
- ROOF PANELS I -
FASTENER PER ALUM.
2"x2^ WALL H DER I CODE SEQ ON 2606LSPAN
2"x2"WALL HEADER2-810x15" S.M.S. CLIP IN WOOD% CHAIR RAIL CONNECTS W/. 1"x2"O.B. ANCHORED W?-BOLTSOR METAL OR 1 LAG ANCHOR 1"x1"x2" ANGLES OR 2-('s OR LAGS AT 24" O.C. fIN MASONRY &2-Ilez'h'HCREWS'
2"x4" RIDGE BEAD-
M1 #2 ✓
BREAK FORMED RIDGE CAP OR
WELL-CAU LIED HD J _
• rl •I A-ERAYE nOO F.
( / DIA. THRU. BOLTS AT
�ee�� 38" O.C. CHAIR RAIL !COLUMN
F PppF PP"` — ROOF PAN {�fl^IDGE BEAM 1"z2"O.BI _(UPRIGHT) -
jLCAMPOSITE — k10xi.5" SCREW
DOUBLE RECEIVING CHANNEL CLIP •� MAX. 24" O.C. - -
1"x2" O.B. BOTTOM PATE W/'/."
CONNECTOR W/2410x1" S.M.S. EA. 2"x2" POST, ANCHORS AT 24" O.C. & WITHIN; SPAN
EXTRUDEOALUMINUM FACE ON EA. CONNECTION, l - �8"OF UPflIGH..�
HEADER EA. SIDE OF ' _ ; P'x2" O.B:
2"x6" S.M..RID.GE BEAM /" DIA.T.HRU BOLT
3"x3" POSY 2"x2"x%' ALUMINUM L CLIPS) -
BOTH SWES OF BEAM -
YANSAR� ROOF
TYPICAL OEiAtL Eno COUNECnON '
dA R RAIL Cp1NECIRON ALMRNATKS (PER (NAP, XM SEC'RON 2803.) -
1. INTERNAL SEREW O. INTERNAL L' OIAMI:CI _ - SPAN
2. EXTERNAL SCREWS 4. EXTERNAL ANGLES
I
ML ROOF
RIDGE BEAM RIDGE BEAM I SCREEN ROOM SPAN 'DEFINITION
(wTN ALUMIN U ROOF)
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04TE BY DESC01PT10R �+ Tr �T _
S &-K ALUMINUM* UM ALUMINUM CONSTRUCTION. ' �M x
WILLIAM J. Mc GRAW PE � E
CONSULTING ENGINEERS DETAILS 9CNE
OLiE '( $ 199
ETEVI510N5 IT. SAINT LUCI E F L TAMPA FL FB WO gLL r' D E H2 e