HomeMy WebLinkAbout3700 StPermit #
Job Address: �� C
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: 10— il,01-4
G
O. Oo
Zoning: Value of Work: $ Oc
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS
Addition/Alteration
Change of Service Temporary Pole
Mechanical: Residential Non -Residential
Replacement
New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures
# of Water & Sewer Lines
# of Gas Lines
Plumbing/New Residential: # of Water Closets
Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial
Industrial
Total Square Footage:
Construction Type: ## of Stories:
# of Dwelling Units:
Flood Zone: (FEMA form required for other than X)
Parcel #: ` �� — JO^ 5 r ��
— l 7C>C_>ly�.cAJ
(Attach Proof of Ownership & Legal Description)
_a0
Owners Name & Address: TVInt/YleA
27CAbA �yy-)
1 N �j
Phone:
Contractor Na\mee & Address:
'P
,1
ao s `') — k tr\Cy &y)o i\ e e
) C C- Gr7 A• 2:� ��
i 07>
State License Number:
Phone & Fax:
Contact Per
t
✓� �� -Q Phone: FAQQ I(J�� (Q03C)
1 .
Bonding Company:
Address:
1-1
ll A
Mortgage Lender:
Address:
{ /�
Architect/Engineer:
Address: L - 0, s� -
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. Irg:q�o-,P;�t,
a't n'bFin
H r d� ttaallati n has obmmenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulatiacti�O to 'sd'�ti I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, )UkT`IACS,I S ERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Accentance of nermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Signa e of Contracto gen Date
Print Contractor/Agent's Nam ,,
—/� , /, /, , . �-lp ,�'-�- 10-_/3_ 0
Owner/Agent is _ Personally Known to Me or Contr tor�p2fit i�SA
Produced ID
L(6 b� Qa b�
APPLICATION APPROVED BY: Bldg: Utilities:
(Initial & Date) (Im ial&,Date)
lO�i�OI�
Special Conditions:
DEBBIE BLANTON
MY COMMISSION # DD 188491
EXPIRES: lgy r},ary 25, 2(07
K 6wn to e or
RT-- Fl Notary Discount Assoc. Co.
�7L�5`ivL/(v �� exp-1�J.L&Jo7
FD:
(Initial & Date) (Initial & Date)
SECURE ROOF
PANELS TO BOW
FRAME W/ SDF's
@ s" O.C. MAX
SPACING
6" LONG
TS 2.25x2.25x14GA
NIPPLE SECURE POST
TO NIPPLE W/
2-1/4" x 1" SDF's
ONE FROM NEAR &
ONE FROM FAR SIDE -
LOCATE @ 3- DOWN
FROM MEMBER END
TS 2.5x2.5x14GA
END POST
2"
— J
OFF
I/2"
ON
�__TS 2 ' Ix 2,5 . 14GA
CON, BASE RAIL
tD
i
i
IN.)
ANCHORAGE
SECURE ROOF
PANELS TO BOW
FRAME W/ SDF's
5
@ 8" O.C. MAX
S-2
SPACING i
6" LONG
36" x 2" x 2.5' 14 GA
TS 2.25,x 2.25,x 14 GA _
POWER BRACE
NIPPLE SECURE POST
NIPPLE TO
TO NIPPLE WI
BOW RAFTER
2-1/4"x 1" SDF's
6'
3116" WELD
ONE FROM NEAR 8 I
ONE FROM FAR SIDE -
2 - 114"x 1'
LOCATE Q 3' DOWN
SELF DRILLING
FROM MEMBER END
SCREWS
TS 2.5 x 2.5 x 14 GA
END POST
3 10'-0" LEG TO BOW CONN.
SCALE: 3/4" = 1'-D"
MASTER FILED
6" S MINOLE COUNTY
21/21 O-- 1 1/4"
1 1/4"
,,�Id 11 3" 3" fiREVIEWED
L auy 11116"
DIAMETER
HOLE 3 U N 1 8 2003
S REVIEWED
B SADDLE ANGLE DETAIL
SCALE: 1 112"= 1'-0"
SECURE 3 1/2" LEG TO BASE RAIL
WITH 2- 1/4" x 1" SELF DRILLING
SEMINOLE COUNTY
PLANS EXAMINER
FASTENER AFTER CONNECTION OF /
2 112" LEG IS MADE TO ANCHOR / L 2.5" x 3.5" x 114" x 5"
WITH THE 5/8" DIAMETER LONG SADDLE ANGLE.
THROUGH BOLT. PAINT WITH RUST
PROTECTIVE FINISH
OR GALVANIZE
AFTER FABRICATION.
TS 2.5x2.5x14GA� II
CONT. BASE RAIL U
�--- -- GROUND ANCHOR
1 3l4' MAX. OFFSET 3/4" x 30" WITH
2-4" HELIX
FROM ANCHOR
9 SOIL BASE RAIL ANCHORAGE
SCALE: 1 1/2" = V-0"
L.J._
0
D_
ry
Q
U
Q
_Z
I
O
Q
U
E
w $
w =
N Q
a €
J
LL p 6
�
q
�w
co't
W F w
Q U
S:
co
En, 0
^W C
W �
N
D
oohI oFaWNev
5R31M I I WAF.
2
PROJECT NO.
5'
5
S-2
m
TS 2.5X2.5X14GA
R\ BOW RAFTER
3. 36"x2"2.5"14 GA
POWER BRACE
3'
2 - 114 "x 1" SELF DRILLING SCREWS
TS 2.5 x 2.5 x 14 GA.
BOW POST
BOW BRACE CONN. DETAIL (10' LEG)
SCALE: 3/4"= 1'-0"
TS 2.5X2.5X14GA
BOW RAFTER
'LONG TS 2.25x2.25x14
A NIPPLE SECURE BOW
POST TO NIPPLE WITH
- 1/4" x 1" SELF DRILLING
CREWS ON EACH SIDE
PER SPLICE)
S 2.5 x 2.5 x 14 GA.
OW POST
4 BOW SPLICE CONN. (8' LEG)
SCALE: 3/4" = 1'•D"
BOWBASE RAIL CONN. DETAIL
SCALE: 3/4'= 1'-0"
NIPPLE TO
BOW RAFTER
WELD
8' LEG TO BOW CG
2 SCALE: 3/4" = 1'-0" '
T-0"16 GAUGE
U -CHANNEL BRACE
FASTENED TO THE LEG
AND BOW POSITIONED — j
AT 45 DEGREES L
W12 1/4" x l" SELF
DRILLING SCREWS
(4 PER BRACE)
5 BRACE SE
SCALE: 1'=
INSTALL 5/8" X 8" EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW
I
o � o
� n D
12"
MONOLITHIC CONC. FOOTING (2500 F
REINFORCED WITH 245's CON—QUO!
CONCRETE BASE R/"
(:D
SCALE: 3/4" =
6" LONG TS 2.25 x 2.25 x 14 GA NIPPLE
W/4 -SELF DRILLING SCREWS, ONE ON NEAR
SIDE, ONE ON FAR SIDE AND ONE ON
EACH SIDE @ 3" UP FROM SPLICE JOINT
TS 2.5 x 2.5 x 14 GA BOW POST
3/16"
�,--TS 2.5.2.5.14 GA
/ CONTINUOUS BASE RAIL
BOWBASE RAIL CONN. DETAIL
SCALE: 3/4'= 1'-0"
NIPPLE TO
BOW RAFTER
WELD
8' LEG TO BOW CG
2 SCALE: 3/4" = 1'-0" '
T-0"16 GAUGE
U -CHANNEL BRACE
FASTENED TO THE LEG
AND BOW POSITIONED — j
AT 45 DEGREES L
W12 1/4" x l" SELF
DRILLING SCREWS
(4 PER BRACE)
5 BRACE SE
SCALE: 1'=
INSTALL 5/8" X 8" EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW
I
o � o
� n D
12"
MONOLITHIC CONC. FOOTING (2500 F
REINFORCED WITH 245's CON—QUO!
CONCRETE BASE R/"
(:D
SCALE: 3/4" =
L LEND i H VARIES
j DUMBER OF 6-0" BOWS
ELEVATION
4LE: 1/4"= V-0"
OVERALL LENGTH VARIES
SDS ON NUMBER OF 3'-6" BOWS
SIDE ELEVATION
SCALE: 1/4"= V-0"
F
MASTER FILED,
SEMINOLE COUNT`
REVIEWED
JUN 1 8 2003
SEMINOLE COUNTY
PLANS EXAMINER
NOTES:
1. ALL STEEL TUBING SHALL BE 55 KSI STEEL.
2. LOCATE ANCHORS AT EACH END OF BOW.
3. FASTEN METAL ROOF PANELS TO BOW
FRAME WITH 1/4" x 1" SELF DRILLING
SCREWS @ 8" O.C. MAX.
NOTE:
ALL WIND LOADS ARE IN ACCORDANCE WITH ASCE 7-98
AND SECTION 1606 OF FLORIDA BUILDING CODE 2001 EDITION
BASIC WIND SPEED
120 MPH
6" O.C.
3'-6" O.C.
3'
2
6"
C
6"
6"
e
WALLS
+41:2/-51.9 P
ROOF
+27.91-70.5 PSF
SIDE ELEVATION
SCALE: 1/4"= V-0"
F
MASTER FILED,
SEMINOLE COUNT`
REVIEWED
JUN 1 8 2003
SEMINOLE COUNTY
PLANS EXAMINER
NOTES:
1. ALL STEEL TUBING SHALL BE 55 KSI STEEL.
2. LOCATE ANCHORS AT EACH END OF BOW.
3. FASTEN METAL ROOF PANELS TO BOW
FRAME WITH 1/4" x 1" SELF DRILLING
SCREWS @ 8" O.C. MAX.
NOTE:
ALL WIND LOADS ARE IN ACCORDANCE WITH ASCE 7-98
AND SECTION 1606 OF FLORIDA BUILDING CODE 2001 EDITION
BASIC WIND SPEED
120 MPH
IMPORTANCE FACTOR
1.0
BUILDING CATEGORY
2
EXPOSURE
C
INTERNAL PRESSURE
COEFFICIENT
0.00
COMPONENT AND
CLADDING PRESSURE
WALLS
+41:2/-51.9 P
ROOF
+27.91-70.5 PSF
H
O
U
z
J
O
Q
U
8
w �
w
Irc
co o
QM
J �
LL O a
� N
4w Un
l L W o
41 U)
c
CL
Eo
c
L �
u
DATE DRANK BY
5aim W.N.F.
OF 2
PROJECT N0.
-29 GAGE GALVANIZED
/ METAL ROOF PANELS
212s2 6,129 12
S32 3rs?sx'?sk 71 Qq 3
�S2y q
S2 �
TYPICAL BOW SECTION
SCALE: 1/4" " 1'-0"
12
3
2`'x25X1A GP
SS
it/ti4
29 GAGE GALVANIZED
METAL ROOF PANELS
12
3
is?SX?Skl
q Gq
TYPICAL BOW SECTION
SCALE: 114" = V-0"
Ovi
DEPENDS
ANCHOR LOCATIONS / s
ANCHOR LOCATIONS /