HomeMy WebLinkAbout615 S Palmetto AveJob Address:
Parcel ID:
Type of Work: New
Description of Work:
C'
uI- CC 0 'tj 01�;
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e
CITY OF SANFORD
BUILDING & FIRE PREVENTION
,/ PERMIT APPLICATION
A pl• tion No: I to Z(
Documented C n t:Bction Value: $
Addition 11 Altera
Plan Review Contact Person:
Phone:
T'
Name
Street: Co 6 S-
City, State Zip:
Ilk
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
it
Ink Historic District: Yes LJ No ❑
Residential ❑ Commercial ❑
Repair ❑ Demo ❑ Change of Use❑' Move ❑
f,
c;�—t'- lA() � •
Title• Lj UTAI It-
. t usr rftm l: 1A*J14 l 1V��.�
Owner Information
Phone: l (H — C2 ?./ -- 5, )-r �
Resident of property? : YE-�
rmation
Phone:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: A-1
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF COMMENCEMENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
1/4 cu, yard
3 PCs. 4x4x1 V Vested
✓ 2 pcs. 2x4x10' treated
✓11 pos, 2x4x8'treated
V 3 shts. 4'x8'x5/8' ext. plywd.
131 PCs. 2x4x7'-8 6/8' (pre-cut)
6 pos. 2x4x1 V
✓ 7 pa 2x4x8'
lt2
9 PCs. 2x4x12'
4 pc & 2x4x12'
✓ 2 pos. 2x4x12'
V 4 6hts. 4x8x1/2' ext, plywood
,
and.WIIbQQW
1 pc.
1"4'
ad
1 pc.
1
1x6x8'
1 x2x14'
2751.(.
PC.
1 pc.
1x4x17
1 PC.
1)w
4 pca.
6pce.
1x4x8' <-
1x4x8'
4 pc %. .
2x6x12'
4pcs.
�✓ 1 ea.
2032
,
18 ea.
MISC,.HARDWARE
f 71bs.'
-.16d
,/ 1 nos
ad
5 PCs.
4112' x 10'
2751.(.
12'
1 pc.
1x4x17
1 pc.
1x4x8'
4 pca.
1x4x10'
4 pcs.
1x4x8'
4 pc %. .
2x6x12'
4pcs.
1x2x1x
1 pc.
20x8'
1 tube
-
1 tube
,tow,,
'' iy, ,•4i�'-" ; �,,. 'T�
2 gal.
AgUARDWASE
tetnLnw�ue soffit vent as shown IndstsU F6.
18 ea.
MISC,.HARDWARE
f 71bs.'
-.16d
e( 4 IN. "
ad
"J 5 los.
8d
3 lbs.
7/8'
✓ 1 Ib.
11/4'
J1lb, ,
11/2'
6 ea.
4'
2 ea.
4'
V
Gravel -
�4a
Floor Runners
Band Boards `
Floor Decking
Wall studs
Wall Plates
Wall Plates
Wali Headers
Rafters
Collar Tles
Gable End Studs
Ridge Board
Roof sheathing
Door Jamb {gypped)
Door DoorJJ���aft (ripped)
M� 4
1./oo SW
Door From
Double dung Nlndow
Asphalt Shinglw
160 Roofing Felt
Metal Drip Edge
TrNap Hardboard Siding
Door Trim
Door Trim
Cornier Boards
Comer Boards
Fascia Boards
Trim Boards
soffit Vent
Carpenters Glue
Caulk
Palm or Stain
RT7 Rafter Ties
Cement Coated Nails
Cement Coated Nalls
Galvanized Nails
Roofing Nails
Flnishing Nails
Galvanized Screws
Hinges w/ Screws
Door PuV
SEC 13 > 201" 'yt+-
lt.. N L ! M ICA 1 l l V
Note: These plans have been prepared to meet professional building standards. However, due to varying
construction codes and local building practices, these drawings may not be suitable for use In all
locations. Consequently, these drawings are not to be used as a gulde for construction unless the
builder has confirmed suitability or until the drawings have been adjusted to meet local requlre-
mente. results may vary according to quality of material purchased and the skill of the builder.
1. DIIMMQN5
All dimensions should be verified. Printed dimensions shall take precedence over scaled dimensions.
2.
These drawings are based on the following load criteria.
Floor: 40 p.s.f. live load
10 p.s.f. dead load
Roof: 30 p.s.f. live load
10 p.s.f. dead load
Allowable soil bearing pressure is assumed to be 2,500 p.s.f. or greater.
3. LUMIFE
All plywood should be exterior grade. Exposed lumber should be weather protected with stain/sealer or.paint.
1
Any lumber touching the ground is to be pressure treated to a degree suitable for ground contact. All lumber used
l !
'H
in this project must have an allowable Fiber Stress intending (FI) of 875 p.e.l. or greater (Spruce - Pine - Fir No.
N&r AGO% E_.
5AL ww DAft" TO
2 or better).
II'' 1,
I TKUCTI I.
.
... �.. 1.
1. Stull the plan mosougnly and ford all Instructions before starting the construction?i`
11. Assemble the (4) wall panels as shown on sheet 3 of 6. Nall the 20 top and bottom
FINISHED ROOFING
the silt box &nod by &urn to cnucw your local code requirements and obtain a
plates to the studs uaing (2) 16d eo nails per stud at each end. Attach the door
20. Measure, out, and attach 2x6 fascia board, 1x2 trim, and metal drip edge as shown
lilt if naco 9ary. 9Ht, Y •/ " ,
header to the same manna(. Loy the panels elide. Note: Window rough oponinj
_ � on shoeiLa(A-Apply 5/8' plywood to the underside of overhangs,.allowing for a 2'
,tow,,
'' iy, ,•4i�'-" ; �,,. 'T�
d1monalons may vary *,,Ili that of r"e "Mow ma �,�t.t� a�
tetnLnw�ue soffit vent as shown IndstsU F6.
0119 PHAPA MME
2. fieleot a location that is level and tdlght?y largerthan the salt box shed.
its; t"' 1Nd®THB WALL$
21. Apply the 161( rooting Zell with 718' roofing nails,. start at the bottom of the roof and
'`°oaftion
overlap the fait 44.
3. Dlg (3) trenches approximately 8' wide, l V -V long, and 2' deep as shown In data 1
the wall panels In place on the wood floor as shown in detail A5. Temporary
A2 and 82. FIII each trench with gravel to the lop of the grade. Packing or rolling t p
bracing may be necessary. Make sure the walls are plumb and square. Secure the
wall panels to the floor using 16d cc nails. Nail the panels together at the corners.
22. Apply the roof shingles per manufacturer's Instructions.
gravel will result In a more level base.
I
i[Xvn
4. Cut (3) treated 4x4 runners 10'-0' long. Miter both ends of the 44's as shown .11
EFRA-•..•-
(
In dotal) B4.
23. Check actual door opening with the dimensions In detali 85. Minor adjustments may
1x6 doorjamb and'lx4
detail C2. Position the runners on the gravel trenches and ernsvro that they ai
3. Cut 2x4 rafters and collar ties as shown
have to be made to the door dimensions. Measure and cut
square by measuring the corners. Diagonal dimensions should equal 12'•9 3/4'. Sri
door trim as shown in detail 85. Nail In place with ed galvanized nails, shimming as
detail A2, l
lEMBOQF
"needed. Install 4.1/2° x 48' metal drip edge at door sill,
r
4. Mark the top plates on the front and rear walls for the location of the rafters as
Indicated in detail C4 and 04. Fasten the'RT7' rafter ties with 8d cc nails to the top
24. Measure and out 1x4 frame and 314' plywood for both doors. Glue and screw 1 x4
F�QOR
plates.
through the backside of the 314' plywood using 11120 screws. Attach the hinges and
5. Select (2) treated 2x4's 10'•0' long to use as band boards. Cut (11) treated 2x4 flog
hang the doors.
joists 7'•9' long. Nail the band boards to the joists using (2) 16d cc (10 penny comer
15. Too -nail 2x6 ridge board to 2x4 ridge support poet as shown in detail E4. Temporary
coated) nails per joist at each end as shpwn in detail D2. I
J
bracing may be necessary.
WINDOW
6. Position the 2x4 floor framing on the 40 (unners. Toenail t 6d co nails through a&-.1
25. Install 2032 double hung window per manufacturer's instructions.
side of the 2x4 Joists Into the 4x4'6. :;`; .
16. Set 2x4 rafters one at a time, fastening the rafters to the ties and ridge board.
Fasten 2x4 collar flea to the rafters with 16d cc nails as shown in detali D4, Add 20
28, Measure and out 1 x4 window trim and apron as shown In elevation G6. Fasten the
7. Check to ensure floor system Is level pad; square.
rafter blocking to the rafters at each side of the entry door.
boards to the siding with 8d galvanized nails.
8. Cut 5/8' exterior plywood as per detail yll� 2. Fasten the (4) shgets of plywood to thi
17. Nail 20 mitered studs to the gable arid wall as shown in detail E4, aligning the studs
FINI&H AND TRIM
2x4 floor using ed cc nails spaced 6' apdrt as shown. ;
with the wall studs below.
27. Measure and cut 1x4 corner boards as shown on sheet 6 of 6. Fasten In place with
8d galvanized nails.
WALL FRAMING
9. Use the wood floor as a work surface to construct the walls.
18, Out 12' tri -lap hardboard siding to size for each wall as indicated In the wall eleva-
28, paint and/or stain as desired per manufacturer's instructions.
tions on sheet 6 of 6. Start the first row 2' up from the bottom of the 44 runners,
10. Cut 2x4 studs and plates, and 2x8 header for the (4) wall panels as follows: `
making sure the siding Is level, Fasten the siding with (2) ed galvanized nails at every
��
Elan�'
stud.
QUALITY PROJECT PLANS FROM:
HDA, INC. a ST. LOUIS, MISSOURI
9Z 9Z 1 ft ��
P p
BQ� YWOOD
Uv-�r-
✓ (6) 7'-86/8- -J (5) 10'-0' (2) 4'-5' (2x6) I
19, Measure and cut1Zplywoodsothe)dntsstaggerontheroof. Allow al !Zo
rounsac� aepies,M OCOPYRIANT 1996, elft RIGHTS REet:RVtEO
✓ (2) 6'.71/2' %/ (1) 9'*5'
✓ (23) 6'•3 ti/8' �/ (2) 7'-8 1/2' '
Fasten the plywood to the
fterswrffht8da:nal�spaoed6' apart .
rafters
This plan has been prepared to meet professional Stan-
SHEET NO.
' (1) 2'• 10' V (4) 7',5' I
dards of construction. A careful study of plan instructions
6
(3) 7 5/8' �'(1) 2'-2'
and dimensions Is advised before starting work.
TOTAL
' Verify length with window rough opening
PROJECT PLAN NO. 12021
'
PREVIOUSLY NO. 9101
9x'1
VEL F I L L
B TRENCH DETA I L
2 S CAL E. 2" o I'- O
SCAL EI 1/2" - I I —0
r 1I) TREATED
2 x 9' F L OOR
J OI'STS
•14
TREATED
9x9 RUNNER
TREATED 2x9 BAND BOARDS EACH END
i�
D OOR J O1 ST LAYOUT
2
SCALE: 1/ 2" - 1'- O
.d .
9f —O"
TREATED
♦ ♦ / M � 1 1
C RUNNY.% DETAIL
SCALE: 2" . I' -O
101-01,
9' -O" 2' -O"
a% 8* tX.TEW I OR _r
PL YIUOOD
E F l_ OOR D CK I
2 J SCALE. 1/2" 1' --O
TREATED 9x9 RUNNER
F F L 00R_SECT I ON
2 SCALE: 2" . 1' -0
LAYOUT
�---
5/8' EXTE� I OR PLYWOOD
l
,I r
r
TREATED 2x9 FLOOR JOIST
O
L
•14
TREATED
9x9 RUNNER
TREATED 2x9 BAND BOARDS EACH END
i�
D OOR J O1 ST LAYOUT
2
SCALE: 1/ 2" - 1'- O
.d .
9f —O"
TREATED
♦ ♦ / M � 1 1
C RUNNY.% DETAIL
SCALE: 2" . I' -O
101-01,
9' -O" 2' -O"
a% 8* tX.TEW I OR _r
PL YIUOOD
E F l_ OOR D CK I
2 J SCALE. 1/2" 1' --O
TREATED 9x9 RUNNER
F F L 00R_SECT I ON
2 SCALE: 2" . 1' -0
LAYOUT
�---
5/8' EXTE� I OR PLYWOOD
l
,I r
r
TREATED 2x9 FLOOR JOIST
.] - A '1'no 131 A"T'F / TYPI(-AL
n
3 1/21,
q i Is I ( 3l L►I1r I J0
'i
FRONT WALL F R AN I NG_
�:...�/ ':CAI. Er 1/20
W is "O"
lmlll,NLN OLML11
12 I/2" 12 I/2".
16".71
i
i �� 1 C �-I•'l ��
e, L E F T WALL F R AN ING
3 SCALE/ 11/2" 1' wOle I,
RIGHT WALL
TOP PLATE
a
1
V
RIGHT WALL F R AM I N G
ri
At 5
1/2 0
LEFT WALL
TOP PLATE
12" 16" 16" 16" 16"
REAR WALL FRAMING
SCAL E. 1/2" - P —0'
VER I FY W I NDOW ROUGH
OPENING DIMENSIONS WITH
MANU F ACTU RER' 5 SPEC I F I CAT I ON
I
QUALITY PROJECT PLANS FROM.
HDA, INC. s ST. LOUIS, MISSOURI
D 0 COPYRIGHT 1000, AU RIGHTS NESOVED1
This plan bar barn prapamd to trot p V Imo- SHEET NO.
dards of coa ttution. A c®► ful Itudy of plan WitilliwUm
and dlmlMm is adritled More starting work, I TOTAL 6
PROJECT PLAN NO. 12021
E, m
2"
•
ao
Ix2 TRIM
BOARD
METAL DRIP_
E DGE
2x6 FASCIA
BOARD
CONTINUOUS -
SOFFIT VENT
2 x 6 RIDGE
RAFTER " C" BOARD TOP OF R I DGE BOARD
t�
i2 12
1/20 PLYWOOD
�~
SHEATHING
COLLAR TIE " D" cr
TOP OF
P1, YWOOD
CIA
—5/80 PLYWOOD
RAFTER " A"`'�
`i2 TR I M
2 x 6 FASCIABOARD
BOARD
a
r
. J
r 0
g2DlNGI—LAP
1
1
5/8" PLYWOOD TOP OF
PLYWOOD
t 9) 2XI
RAFTERS
T I E82 1 COL L
12) 2xl
RAFTERS " B"
i
RAF'
rA` IAL L SE T I ON
SCALE? 1/2" a. 1' '0" Ott
�I
5' " 1 5/80
c*1 2xl RAFTER / -
R T 1" RAFTER TIE
12" 16" 16" 16" (6" I L" 16" 12"
9' —9 5/8"
(9) 2xl RAFTERS "A"
6' "0 1/8"
1' r5 3/e"J L 3' -3 3/q"
< l I -..
5' --2 1/8,
( 5) 2xl RAFTERS 'C'
3/8"
" I
O
5' -• 1 O 1/1,
t'I) 2X9 COLLAR TIES "D"
3'
l SCALES ,, 1/2" 1' r0"
2X� RAFTER "B"
2) 2x9 PLATES r
(y
CT IS DETAIL
S.CAL Es I* P 0
1/2
I
r
tJp
4I1
.,-- 1 1/2'
2x6 RIDGEIBOARD
2x'9
RAFTER *A* w
0"
I
N
I I/1" 2xj GABLE \---2xl RIDGE SUPPORT POST
3' --3 3/1" END STUDS
(MITERED)
3/8"E ABLE END F RAN I NCI
I' v 10 3/8"
(q) 2x�V RAFTERS " 13" q SCALE: 1/2" d 1'' -O"
tl
B RAFTER FRANIN
,! ,AL Es I- 1' —O" 3 3/1"
1' •-5 3/8"
(2) 2x-9 RAFTER BLOCKING
1
{
a/1" PLYWOOD
IXI FRAME
M
or
I' HINGE
f TYPICAL)
IN
I N GE
PLAN VIEW
5 CAL E: I " . 11-01
r ,
.00
.
... ..... ..... .. ... .. .....
••.,, ..... ..
..''' •
. .
l
PLYWOOD
r r
r
r rr
_r r
r r
r r
r
K
I x I FRAME
g DOOR DETAIL
5 SCALE: 3/9a
"q QUALITY PROJECT PIANS FROb
nNCA, INC. a� ST. LOUIS, MISSOUI
o-ir-raivrrrreer► ao�riaar�a
0 COMIGHT 100, ALL RIGHTS RE504
lbb plan has been prepared to meet profenloul stain- SHEET NO. 5
dards of conetrwUoa A caratul study of plan lortrucUm
and diramdow is advlsod befona star Uq wrX TOTAL 6
F' OJEC'T PLAN NO. 12021
a/1" PLYWOOD
IXI FRAME
M
or
I' HINGE
f TYPICAL)
IN
I N GE
PLAN VIEW
5 CAL E: I " . 11-01
r ,
.00
.
... ..... ..... .. ... .. .....
••.,, ..... ..
..''' •
. .
l
PLYWOOD
r r
r
r rr
_r r
r r
r r
r
K
I x I FRAME
g DOOR DETAIL
5 SCALE: 3/9a
"q QUALITY PROJECT PIANS FROb
nNCA, INC. a� ST. LOUIS, MISSOUI
o-ir-raivrrrreer► ao�riaar�a
0 COMIGHT 100, ALL RIGHTS RE504
lbb plan has been prepared to meet profenloul stain- SHEET NO. 5
dards of conetrwUoa A caratul study of plan lortrucUm
and diramdow is advlsod befona star Uq wrX TOTAL 6
F' OJEC'T PLAN NO. 12021
Ixl CORNS
BOARD
12" TRI—1
SIDING
METAL OR
EDGE
GRADE
gSPHAL T: 5H I NGL E5
2N 15# ..ROOFING FELL
x2 TRIM BOARD
2x4 FACIA
BOARD
2032 DOUBLE HUN
WINDOW ( SEE
MANUFACTURER'S
SPEC I F I CAT I ON 5
INSTALLATION)
F 2 — Ox 4 — 8 DOORS
EE DETAIL B-5)
!xl TRIM BOAR
I TRIM BOARD
A I- RONT E.L EVAT I ON
4 5CALE,
e LEFT E L E VAT I ON
SCALE. 1/12"
�I
CORNER
DS ` .
i
RIGHT ELEVATION
SCALE.- 1/2' a 1' -0"
5HINGL
AL DRIP
FE
x2 TRIM
30ARD
FASC I A
kRD
;ONT I NUC
IT VENT
F OVERHA
4 SCALE: I"
c.a
REAR EL E.VAT I ON
SCALE:: 1/2* - 1'-0"
SHINGLES ON '
15u ROOFING
FELTMETAL DRIP EDGE
/2" PLYWOOD
3HEATHING BO TRIM
BOARD
2x4 RIDGE2x6 FASCIA
BOARD BOARD
GABLE END 12' TRI—LAP
SIDING
E RAKE D TAIL
4 SCALE: I' . 1' -0"
1/21, PLYWOOD
�"— SHEATHING
2) 2xl TOP PLATE
5/8" PLYWOOD
SOFFIT
12" TRI—LAP
SIDING