HomeMy WebLinkAbout109 Oak View Pl (2)EJAI:ELAN
2015
CITY OF SANFORD
'--------;fes BUILDING FIRE PREVENTION
PERMIT APPLICATION
Applicatidu No: Documented Construction Value: ,$ /3, 000 . --
Job Address: 10 9 0A V Leal ?LACE Historic District: Yes ❑ No �.
Parcel ID: L,3T 5i SA -e,+ - Vint Woot5 ctis r -e c.003—,Z-3in
�lcti-�• booKSf^i,r-x�`.g._S�3-'�5 �+ravn:ti.o1•e.. �,�W Fl- Zoning:
Description of Work:
Plan Review Contact Person: Title:
Phone: (x`18 U'31 1►t-?24 Fax:
E-mail: m rvs %5 P-1 Sou--A-� . h,41
Property Owner Information
Name WV-vcf.3•e5 A• 1`��c�-k��h,us Phone:
Street: W,0 q0 C kv �,, j c Resident of property?: \I e S
City, State Zip: Sc," o v,� 'V -t- 3 �.-►-13
Contractor Information
Nance Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: �-�vp �,�,t�s�S Phone: !I(A Qta cl6c)
Street: 61.24 A r � v,n rvr e. Fax: h /cx—
City, St, Zip: \J\j twk-e.r ?CA Fj- 1-1'i E -tail:
Bonding Company:
Address:
Building Permit ❑
Square Footage:
No. of Dwelling Units:
Electrical ❑
New Service — No. of AMPS:
Mortgage Lender:
Address: '. o . ox. 51 q�-I
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
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TRACT RETEWTION AREA
SHIELDS DESIGNS HEREBY EXPRESSLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, 'THESE PLANS ARE. NOT TO BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR MANNER WHATSOEVER WITFIou r FIRST OB"IAINING WRITTEN PERMISSION AND CONSENT OF STEVEN E. SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY
PARTY WITHOUT FIRS r OB rAINING SAID WRIT-rEN CONSENT
NATIONAL. PRINTFAST • NO 100A I G
arfi*sht*us
109 Oak Vi*ew Place
Sanford, -
L 32773
Legal Description: (per OR Book 6605, Page 528)
Lot 5, Sterling Woods, according to the plat thereof as recorded in Plat Book 54,.
Pages 93 thru 95, Public Records of Serninole County, Florida.
Parcel ID: 10-20-30-511-0000-0050
THIS STRUCTURE HAS'BEEN DESIL 'i dED TO MEET OR
EXCEED THE WIND LORD REQUIREiVIENTS OF THE
2010 FLORIDA BUILDING CODE RE DENTIAL EDITION
SECTION 8301 DESIGN CRITERIA AND ASCE 7-10.
2010 FLORIDA FIRE PREVENTION CODE AND 2008
NATIONAL ELECTRICAL CODE.
1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SPEED (Vult) AND 108 MPH (Vasd).
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS 13 .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
SHEET SDE.
COVER SHEET 'I
STRUCTURAL DETAILS, FLOOR, FOUNDATION PLANS 2.
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE WIND LOAD REQUIREMENTS OF THE -
2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND ASCE 7-10.
2010 FLORIDA FIRE PREVENTION CODE AND 2008
NATIONAL ELECTRICAL CODE,
1. BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SPEED (Vult) AND 108 MPH (Vasil).
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
pSCORD COPY
REVIEWED FOR CODE COMPLIANC9
155—
PLANS E MIP ER
� r
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL; ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
C1\1
` w600
T.S. Chehal •((( .
Licensed Professional Engino"N `
531 S,, S.R. 434
Altamonte Springs, FL 32714
(407) 521-5557
FAX (407) 521-5434
PE 0040 748
DRAWN BY:
STEVEN E. SHIELDS
DRAWING
COVER PAGE
DATE
December 15, 2014
SCALE
AS SHOWN
MODEL NAME:
Martishius Residence
SHEET
Aoft
1101
0
cu
OF SHEETS
� I
2x8#2 PINE P.T.
JOISTS @ 24" O.C.
SIMPSON U26
RUN
M
321-011
�:
$SALE: 1/4" = V-0"
CONNECTOR LEGEND
SYMBOL MAKFACTURE TYPE FAST. TRUSS FASTENER TO PLATE UPLIFT QTY.
X SIMPSON H2.5A (5) 8d NAILS (5) 8d NAILS 600 48
L SIMPSON U26 (6) 16d NAILS (6) 10d NAILS 585 11
(D
0
KITCHEN
ALL STRAPPING TO PT LUMBER TO BE GLAVANIZED
DES gN REQUIREMENTS:
1. LIVE LOADS FOR FLOORS IS 40 PSF
2. DEAD LOAD FOR FLOORS IS 15 PSF
,
I
11,'.}i'�VY.:{'
EXI S I. ...9
t 1 '. •�11
CON TIE t '
7 SL
f � 911 II,1 (It,vl • r i }[ .. i } ' is I' �.
jl (�J,II t I I jl t I,'t ) If t7j 1
s I ', "{ - - I 'f I r ri ' �':,1 ..rl ) a , 4,. ,�i{, .`� t ..1 4 -'}' '• -
ELMMLLU2
ar�i` 7 Plr F )jf I � t; i I a,�.''t .r ! l}It. �l, .��1`11 1 1 ; 1 (� . t Ir f1 J j l t� I i ' �' 1 1 1 \' J II ,x,.t dJ tf r I !il /y7(I�tjq! I 1 �;, l 11441 E i',; t 11r I,- 1.1ly f.71 J..i t , t I f't:l li ( ��.-t, as1..�!. rrl rt Z T I�;
4 x 4 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND
(TYP:) 241.011
2 x 6 COMPOSITE DECKING VVA3 )17- oL /v Fq 74--x'
zxaP:r !7— p_ G
JOISTS
JOISTS
Z x 4 P.T. FILLHR
SIMPSON H2.5A
~lam'. "L x 8 P.T. BEAM
1.
. JA
Q
I I i,t 1 'y rtl I y 15.
t
4 x 4 P.T. POST
i
BEAMr
I
3"
1/4" x 2-3/4" TAPCONS
1''I
ll n d • W/ 1-1/4" EXPOSURE
Q'; ; 4'_
INTO CONCRETE
(D
0
KITCHEN
ALL STRAPPING TO PT LUMBER TO BE GLAVANIZED
DES gN REQUIREMENTS:
1. LIVE LOADS FOR FLOORS IS 40 PSF
2. DEAD LOAD FOR FLOORS IS 15 PSF
,
I
11,'.}i'�VY.:{'
EXI S I. ...9
t 1 '. •�11
CON TIE t '
7 SL
f � 911 II,1 (It,vl • r i }[ .. i } ' is I' �.
jl (�J,II t I I jl t I,'t ) If t7j 1
s I ', "{ - - I 'f I r ri ' �':,1 ..rl ) a , 4,. ,�i{, .`� t ..1 4 -'}' '• -
ELMMLLU2
ar�i` 7 Plr F )jf I � t; i I a,�.''t .r ! l}It. �l, .��1`11 1 1 ; 1 (� . t Ir f1 J j l t� I i ' �' 1 1 1 \' J II ,x,.t dJ tf r I !il /y7(I�tjq! I 1 �;, l 11441 E i',; t 11r I,- 1.1ly f.71 J..i t , t I f't:l li ( ��.-t, as1..�!. rrl rt Z T I�;
4 x 4 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND
(TYP:) 241.011
2 x 6 COMPOSITE DECKING VVA3 )17- oL /v Fq 74--x'
zxaP:r !7— p_ G
JOISTS
JOISTS
Z x 4 P.T. FILLHR
SIMPSON H2.5A
~lam'. "L x 8 P.T. BEAM
SIMPSON 11-112.5A
Footings have been designed for a
soil beairmg pressure of 2000 PSF
GREAT ROOM
4 x 4 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND 2 x '
(TYP.) --tN-
:o
6 x 6 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND X 2"4
(TYP.)
ra ~�
32'-0'1
6
200MrloAy,��o
SCALE: 1/4" = 1'-0"
SHIELDS DESIGNS HEREBY EXPRI"SRLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING VVWFEN PERMISSION AND CONSENT OF STEVEN E, SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY
PARTY WITHOUT FIRST" QU 1AII111'.10 UAID WRIT-1EN CONSENT.
NATIONAL PRINrFAST NO IquA 24,410 *arab '
2 X 6 COMPOSITE DECKING
Y xx 6 P.T.
J2,V 0
SIMPSON 112.5A
1/2" x 5" EXPANSION-'
BOLTS Q 24" ox.
2 x 8 #2 PINE P.T.
GRApR EXISTING SLAB
�',
(1) #5 REBAR
BEAM a@ FACE OF SLAB DETAIL
N.T.S.
6' W'
A/aTGS': (. ��G Go/VC• T� ,8G 2-5'voj'.SX A4/^I. FE
LEss THAN
Jg �\
7 4' FYP.
l0 -i-• NOs/Nr, aEFV/EEN
MINIMUM
\
RI[� SPINDLES
MAxtMu-1
r1.T6" .
MARIATt'I TOTAL. \
RIMR5IGIJ " TOTAL N ALL \
RIIb�R6, 3/8" TOTAL.
70-6 IRFADS 2x6 CAP
CIIF TO FIT
h \
z \ T1ANU RAIL
RIM BEAM U
W
Flour 3dj5'r � X
w 4;<4PTPOP, F
Z70 c3Jz
�'zsr� . ,
;
O
N
HANDRAIL CIRCULAR CROSS SEC TION DIA.
TO BE 1 314' +-114' OR PROVIDE EQUIVALENT
GRASPABIUTY
�r
1 NOSING TYP. �j Wj at My
z-3Is•xs• a'�rieeDMENrr+;�.
GALV. LAGS INTO WELL
COMPAC FED SOIL
rFaoW4PL#�
SCALE: 1/4" = V-0-
r11
t
2x8 PTdOISTS
s- 1 n • c
F
9�
H 2-5/11
SIMPSONABU44
DBL. 2 x 10 #2 PINE PT__�
4 x 4 P.T. POST
i
BEAMr
I
3"
1/4" x 2-3/4" TAPCONS
1''I
ll n d • W/ 1-1/4" EXPOSURE
Q'; ; 4'_
INTO CONCRETE
0 d.
OUTER GIRDER
POUR CONC.
4 Q AROUND POSTS
N.T.S.
10
GIRDER AT POST DETAIL
SIMPSON 11-112.5A
Footings have been designed for a
soil beairmg pressure of 2000 PSF
GREAT ROOM
4 x 4 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND 2 x '
(TYP.) --tN-
:o
6 x 6 P.T. POST
T-0" IN GROUND &
CONCRETE POURED
AROUND X 2"4
(TYP.)
ra ~�
32'-0'1
6
200MrloAy,��o
SCALE: 1/4" = 1'-0"
SHIELDS DESIGNS HEREBY EXPRI"SRLY RESERVES THEIR COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR
COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING VVWFEN PERMISSION AND CONSENT OF STEVEN E, SHIELDS, NOR ARE THEY TO BE ASSIGNED TO ANY
PARTY WITHOUT FIRST" QU 1AII111'.10 UAID WRIT-1EN CONSENT.
NATIONAL PRINrFAST NO IquA 24,410 *arab '
2 X 6 COMPOSITE DECKING
Y xx 6 P.T.
J2,V 0
SIMPSON 112.5A
1/2" x 5" EXPANSION-'
BOLTS Q 24" ox.
2 x 8 #2 PINE P.T.
GRApR EXISTING SLAB
�',
(1) #5 REBAR
BEAM a@ FACE OF SLAB DETAIL
N.T.S.
6' W'
A/aTGS': (. ��G Go/VC• T� ,8G 2-5'voj'.SX A4/^I. FE
LEss THAN
Jg �\
7 4' FYP.
l0 -i-• NOs/Nr, aEFV/EEN
MINIMUM
\
RI[� SPINDLES
MAxtMu-1
r1.T6" .
MARIATt'I TOTAL. \
RIMR5IGIJ " TOTAL N ALL \
RIIb�R6, 3/8" TOTAL.
70-6 IRFADS 2x6 CAP
CIIF TO FIT
h \
z \ T1ANU RAIL
RIM BEAM U
W
Flour 3dj5'r � X
w 4;<4PTPOP, F
Z70 c3Jz
�'zsr� . ,
;
O
N
HANDRAIL CIRCULAR CROSS SEC TION DIA.
TO BE 1 314' +-114' OR PROVIDE EQUIVALENT
GRASPABIUTY
�r
1 NOSING TYP. �j Wj at My
z-3Is•xs• a'�rieeDMENrr+;�.
GALV. LAGS INTO WELL
COMPAC FED SOIL
rFaoW4PL#�
SCALE: 1/4" = V-0-
r11
t
2x8 PTdOISTS
s- 1 n • c
F
9�
H 2-5/11
DBL. 2 x 10 #2 PINE PT__�
BEAMr
6r,6P.T.POST
OUTER GIRDER
BEAM DETAIL
N.T.S.
SCALE: 114" = T-0"'
SCALE: 1/4" ='1'-0"
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE WIND LOAD REQUIREMENTS OF THE
2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND ASCE 7-10,
2010 FLORIDA FIRE PREVENTION CODE AND 2008
NATIONAL ELECTRICAL CODE.
1, BASIC WIND SPEED = 139 MPH ULTIMATE WIND
SPEED (Vult) AND 108 MPH (Vasd),
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
DRAWN BY:
STEVEN E. SHIELDS
� .. 0 \ DRAWING
COVER PAGE
DATE
December 15, 2014
SCALE
AS SHOWN
MODEL NAME:
T.S. Chehal Martishius Residence
Licensed Professional Enghieer SHEET
531 S., S.R. 434
Altamonte Springs, FL 32T.14- ---
(407) 521-5557
FAX (407) 521-5434_'
PE 0040748