2832 Central Dr. 05-4094 wood shedr
CITY OF SANFORD PERMIT APPLICATION � 13 1 �
y `� Data (I AUG 2 3 Z�O�
Permit #
.lob Address: 'ZY 3
Description of Work:
Historic District: Zoning: Value of Work: SC
ol
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Y_ Non -Residential Replacement __ Ncw (Duct Layout Energy Cale. 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.-
esidentia ,-�� Commercial Industrial Total Square Footage:
Construction Type: \ k 8f Stories It of Dwelling Units: -� " Flood Zone: (FEMA form required for other than X)
/
Parcel fi: 2d ���J'(`�t!:•C.���
_ QQ (Attach Proof of Ownership & Legal Description)
C7�`'�`� ' ' a
Owners Name & Address: NtiU�
-3z-7-)3 Phone: Ljz;7 n-7
Contractor Name & Address: UC0 1'
32z .
Phone & Fax: O
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engincer:
Address:
Uu ?0 °" ZClM"3Io State License Number; �/�l� �✓� � 2I
Contact Person: _r_ _•..-
[Z
1.
Phone:
Fax:
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, ctc.
OWNFR'.S�FI�IDAVff: I certify that all of the foregoing information k accurate and that all work Neill be done in compliance with all applir.ablc laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING
TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTI 6: 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 sister management dis 'cis state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requird nett • of I(hr 'da ien� w, S 3.
Signature of Owner/Agent Date I/Stgnature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg :V "Zoning:
(Initial & Date)
Special Conditions:
Agent's Name
S4g`nat
&ry-St "N att���Flo Date
, � isla •,� � 1•ll�w
W is MY COMMIS ION k Do 285622
N x Q `EXP March 23, 2008
Contractof Rgctii�� �it+F�iI�tlQfriSVt!fi to Me or
Produced ID
Utilities' FD:
(Initial & Date) (Initial & Date) (initial & Date)
it
aGABLE ELEVATION w/ TRIM.OPTION #1
SCALE; 1/4' + V-V
J
I
i
)
48"
K
A
S
-
J
I
48,1
l
v
"Max. To Firs4
ielix Anchor
Ed Into Floor Joist
2 x 4 SPF Gahla Cl-hang
4/4 x 3-I/2' ec}a'a Trin1
4/4 x 3• I /2' H.,Izon U Gab!a Tim
4/4 x 3.1/2' Over Docr Trim
3/4" No Grcove End Caps
:i 3•I)2fIUIICUllIaI DUU, R-41
\
/4 x 3.1/Z' Vortica Ova Trim
-^---\
3/B'0lick B'o.o. Sicing
\
414 z 3- 1/3' Cra:lwdcs
'4 x 3-I/2' Vortical Door Wo
-1/4 x 3-1)2' Cana him
P.T. BOND BOARD (TYP),,,
L
I
3
8
96"
Q GABLE ELEVATION w/TRIM OPTION #2
J - SCALE: 114' - I'U
48" 48" - -
K. FLOOR FRAMING
V V
P.T, JOISTS @ 16-o.c. (rYP),,,
SECURE JOIST TO BOXSILL
W/2.16d NAILS @ EACH JOIST
4X4 P.'r. RUNNERS (TYP),..
TOE NAIL FLOOR JOIST TO RUNNERS
W/2-12d NAILS Q EACHJOIST/RUNNEH
WTEHSECTION
5/8" OSB OR COX TREATED PLYWOOD
SECURE FLOOR DECKING
TO FLOOR JOIST
W/8d NAILS @ U'O.C.
@ EDGES & 12' O,C,
CW INTERMEDIATE SUPPORTS
SEE FLOOR FOOTING DEATIL
NAILED W/8d NAILS 9 3" O.C. ON ALL EEAMS & TOP &
BOTTOM EDOE (TOP P BOTTOM OF OPENINGS) & 9' O.C,
FOR WALL vd DOOR OR WINDOW ...NAIL 3" O.C. ON
EDGES OF OPENING & INTERMEDIATE SUPPORTS
Upper Roof Patel •^-^-\
414 x 3-1/4" (aabloTrim
Lower Roof Pxlol
414 x 3-1/2' Fedu
4/4x3-1/4"Comer Trim -�
Uoor Handle
3!9'thick 9'o.c. Udng
NOTE:
FOR EXTERIOR WALLS GREATER
THAN 8' FLATWISE BLOCKING REQ'U @ PANEL
6
JOINTS. SECURE BLOCKING WM-16d NAILS
5/8" OSB or COX THEArEO PLYWOOD
EACH END, PANEL JOINT IN CENTER 113 OF W L
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOi5 T
SHEATHING GRADE 3/8" EZ PANEL
W/8d NAILS @ 6''U.C.
NAILED Wad NAILS 3" ON ALLSENIN &TOP &
@ EDGES & 12' O.C.
NOf
TT
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 6" O.C.
&
INTERMEDIATESUPPORTS
EZPANELUsk FOR UPLIFT
& SHEAFj(:LIPS NOHEQ,
\
9INTERMEDIATE SUPPORTS. (FOR SHEARWALLVALUE)
EXC Or @ OPENINGS
2 X 4 SPF STUD @ 24" O.C.
2 r. 4 P.T, JOIST @ w,o,C,
2 X 4 SPF BOTTOM PLATE
SECURE JOIST TO BOND BOARD
W/2-1 Oct NAILS @ EACH JOTS f
2" NAILS EVERY T
ANGLED IN TO FLOOR
FRAME, 1/'L FROM EDGE
112' X 2.1/2" LAG SCREW INTO FLOORJOISr
-
_
W/ 2'X2'X118" FENDER WASHER
4 X 4 P.T. RUNNERS
- 2 x 4 P. r. BOND BOARD
TOE NAIL FLOOR JOIST
TO RUNNERS W/2-12d
- -
30" SINGLE HELIXANCHOH
NAILS @ EACH JOIS T/
MODEL MTE-30 AS MI-D.
RUNNER INTERSECTION
BY TIEDOWN ENGINEER. ATLANTA, GA
WFFHIN24"+/-OFCORNERS &72'+/-O,C.MAX
PRESSURE TREATED WOOD SHIMS
)HAS REQUIRED BY LOCAL CODE
FOR LEVELING WHEN NECESSARY
•' P'
30 DEGREES TO VERTICAL IN THIS PLANE (TYP)
4" X W X 10" SOLID CONC. BLOCK
@ 72' O.C. (TYP) EACH SKID
I
/�
NOTES:
WOOD FLOOR FOOTING DETAIL
1. WHEN MONOLITHIC SLAB IS USED, THIS
1 satLEn'-.no'
FLOOR FRAMING IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES,
3, ALL LUMBER TO BE NO, 2 GRADE SPRUCE
PINE FIR OR EQUIVALENT
4, THIS FLOOR FRAMING PLAN IS FORTHE
MARCO WOOD PRODUCTS, INC. 8' WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO'WOOD
PRODUCTS, INC.
FIUERGLASS 5HIfIQLEs
SECURE SHINQLESTO ROOF
DECKINQ w/ (6) 1-I/4"QALV. ROOFINIs NAILS
Gar Tyr. w 8 Gap Tyr
i li G�y�1
71 -G
I�
A
n EAVE ELEVATION W/o DOOR
J SCALE: 1/4' = 1'l
A
n EAVE ELEVATION with DOOR OFFSET
1 SCALE:1/4•=1'r1
316' OSB or EZ PANELGuNo
QLUED & NAILED WITH
(12) 2' NA0.S93'O,O,
2x 43F,'F Qahlo connecrnr
2 x 4 SPF DouliI
2 x 4 SPF Tap Hato
2x40PFFWWr
2 X 6 SPF I)wb1vr
2X46PF Stud
2.x 4 SPF Bottom PI oo
2 STUDS TYP. @
CORNERS EACH WAY
3/9' OSB or EZ PANELGo-zet
GLUED & NAILED WITH
(I 2) I-I/2' NALLH
t
1X4PINE Cd!ar Tie \
2 x 4 SPF FWh9
2 x 8 SPF Doobler
�`�`\\\ • ._���• 2 x 4 SPF Tap Halo
992
2x4/2x0 DOUBN.f:Fi5 72" 2x4ePP Swd
ATTACHED TO TOP PLATE
H2.5
Simpson H2" or H2.5 o H2
Rafter to Stud W/
(10) 4d 1-1/2" Galy, Joist Nails
24°OC
Tyr. 24
AS REQO
ArJCHORSTz'o.c,
96'
GABLE FRAMING with'DOOR CENTERED EAVE FRAMING w/o DOOR
SCALE: 1/4' - I'O SCALE{ 1/4• ^ IV7/4' - I' V
6/W x 3" x 72' HEADER APPLIED TO INSIDE 6"x 24" 3/8" OSB or EZ PANELGUSSET
OF BUILDING CONNECTING TOP AND TYP. BOTH SIDES AS SHOWN
BOrTOM PLATE ABOVE DOOR OPENING
WHEN DOOR IS INSTALLED ON EAVE SIDE
Door on eave wall
��. H2.5 will be used
above the doorw/
(9) 4d Galy, 1-1/2'Jolut Nally
F:
H2.5
Simpson SP4
W/ 6-4d 1-1/Z' GAIv. Joist Nails -
Or Equiv. For Up To 735# Uplift
--_ A ----- A
li EAVE FRAMING with DOOR CENTERED EAVE _FRAMING with DOOR OFFSET
f SCALE: 1/4- 1'(r 1 J SGUE: Ill- ra
6t) 3" (j.
INTE
NOTE;
1. THIS WALL PLAN IS GOOD FOR THE V WIDE GABLE
ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES. d Ix4
LINE OF OVERHANG FROM 2xaDOUBLER SEC
TO R
NAIL
zc,19 j
I�
6/8" OSB or COX TREATED PLYWOOD
FLOOR DECKING AS BEG.
' I SECURE FLOOR DECKING
TO FLOOR JOIST W110d NAILS
Coil 4" O.C. g EDGES 12' O.C. I
@ INTERMEDIATE SUPPORTS
I I ,
A
i
24" G.D.
TYP.
� I
I I
I I
24" i
16 IF
\ / .TAIL
SEE WALL DETAIL
921
96,
4 TYP, WALL FRAMING PLAN
SCALE:'NIS - I'll
P
�I
SHEATHING GRADE 3/8" E7 PANEL
NAILED W/8d NAILS @ 3" O.C.Top & BOTTOM .I..
EDGE (TOP & BOTTOM OF OPENINGS) & U'O.C.
#4 6ar 3" FROM TOP & BOTTOM NOTE: ' @INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EZ PANEL USED FOR UPLIFT
L'I 2X45PFSTUD@24"O.C.
4"CONCRETE &.SHEAR CLIPS NOT RE' .. - i-
EXCEPTGil OPENINGS 1/2" WEDGE ANCHOR BOLT 30'O.C.8.1/2'LONG
(^ Qr other approved fastener-) '
6X6 I Oil 0 WITH MESH 1
OR FIBERMESH 2 X 4 SPF BOTTOM PLATE
2 X 4 P.T. SILL PLATE I
r
4" COMPACTED 2" NAILS EVERY 3"
SAND OR GRAVEL ANGLED INTO FLOOR
SEE NOTE 4 FRAME, 1/2' FROM EDGE
l
- - 6" To Sheathing
�.
I[It - _.
�PT
12" Minimium
TYPICAL MONOLITHIC SLAB Q
st,UHUNALLAROUND *** (1) Anchor Minimum On ***
SEE NOTE I �_ 1r2" ____. Each Side Of Door Opening
R- MONOLITHIC CONCRETE SLAB DETAIL
1 scALE: I, _ 1.l
i
NOTE:
I
1, WHEN FLOOR FRAMING IS USED. THIS
MONOLITHIC SLAB IS NOT REQUIRED
2. ALL MATERIALS AND LABOR SHALL MEET OR'
EXCEED APPLICABLE LOCAL CODES,
3, UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
BY APPLICABLE LOCAL CODES, MATERIAL TO BE
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B., MIN. REBAR LAP - 20".
4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
MARC O WOOD PRODUCTS, INC 8' WIDE GABLE
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED,
NOTE
ALL WINDOWS ARE ENGINEERED TO BE
INSTALLED BETWEEN 24" O.C. STUDS "ONLY"
WHICH REQUIRES NO ADDITIONAL
STRUCTURAL FRAMING
NAIL SIDING WITH 2" NAILS EVERY 3" AROUND
THE WINDOW CUT OUT
61,
3/8" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(12) 1-I/2" NAILS
T RAFTER SECTION
WALL CONSTRUCTION NOTES:
1. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS.
2. ALL HORZ. JOINTS SHALL OCCUR OVER
FRAMING. FLATWISE BLOCKING SHALL 3/8„
BE USED AT ALL HORZ, PANEL JOINTS,
3. PANELS SHALL BE ATTACHED TO BOTTOM
PLATES & TOP. PLATES.
LOWEST PLATE SHALL BE
ATTACHED TO FOUNDATION (OR BOND L
0 0 0
BEAM) W/ NAILS OR CONNECTORS OF
SUFFICIENT CAPACI-flY TO RESISTTHE
UPLIFT DEVELOPED IN THE PLYWOOD L 3/4"
SHEATHED WALLS.
SINGLE NAIL EDGE SPACING
4. WHERE WINDOWS & DOORS INTERUPT
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
Tyr.
.F
Tyr,
WALL PANEL TYP.
n NAIL PATTERN
1
NOTE:
1, THIS WALL PLAN IS GOOD FOR THE10' WIDE GABLE
ONLY. ALL MATERIAL AND LABOR SHALL
)N OR 8d HOr UIPPEU NFlILS FIBERGLASS SHINGLES SECURED MEET OR EXCEED APPLICABLE LOCAL CODES,
TO ROOF DECKING WIT 1/4" ROOF NAILS
C. @ EUGEs & 6" O,C.
HMEUTAfE SUPPOfi fS /-1-LAYER 15# FELT
%EE OROOF DECKING '
COLLAR TIE
SEE ROOF FOAMING DETAIL ,
URE COLLAR TIES
AFTEFIS W/4-16d
S (2 NAILS EACH FiAFTE.FI)
2 x 4 SPF RAFTER
1X4 FA VWCiAHD
--- 2x 95PF Douwer
SECURE TRIM W(2 8d
NAILS 0 EACH RAFTER -�
2 x 6 SPF Ubusl_, Fi,
SECURE RAFTERS TO
_
TOP PLATE W/SIMPSONS
H2.5 W/10-8d NAILS
2 x 4 SPF TOP PLATE r
OR EQUIV, FOB415#
" UPLIFT OR SIMPSON
FIt Wl4W# UPPLIF FOR
UPLIFT
'SHEATHING GmADE 3/8" EZ PANEL
ON
ONE ON EACH SIDE
BOARD NAILED W/ed NAILS Q
OF RAFTERS r'
3" O.C. TOP & BOTTOM
EDGE (TOP e, BOTTOM OF
rill iRMEDIATEO"UPPORT"
A
I
FOR WALL WITH DOOR
NAIL Z' Q.c. .
PLYWOOD USED FOR UPUFT
& SHEAR CLIPS NOT REQ.
EXCEPT Q OPENINGS
2 x 4 SPF STUD 24" O.C. TYP,
2 x 4 SPF BOTTOM PLATE
3" Tyr.
I I , 3/0'WB or EZ PANELOU'-.0
QLUED & NAILED WHIT
(12) 1-I/2' NAIL::
1
1
1 2x4SPPFkcev I
M WALL
SECTION
1
6C'ALE: lie, I'll
'
SHEATHING GRADE 3/8" EZ PANEL
NOTE'
-
NAILED W/ed NAILS y 3" O,C, TOP & BOTTOM
EZ PANEL USED FOR UPLIFT
-
EDGE (TOP &BOTTOM OF OPENINGS) & 6'O.C,
#4 Bar 3" FROM TOP & BOTTOM
&SHEAR CLIPS NOT RE
EXCEPT @OPENINGS
C41 INTERMEDIATE SUPPORTS, (FOR SHFARWALL VALUE
2 x 4 P.T. JOISTS Coil 16 O.C.
2 X 4 SPF STUD @ 24" O.C,
2 X 4 SPF BOTTOM PLATE
4"CONCRETE
OX6 10110 WIRE MESH
OR FIBERMESH
3/4" THROUGH BOLT "OR" LAG SCREW
4"COMPACTED
/
SIMPSON #HD5ACONNECTOR
GRAVEL
SASEE
NOTE
6/8' or 3/4" WEDGE ANCHOR our 7Z'U.C. 6.1/2 LONG
(...or other approved fastener.,.)
6" To Sheathing
b,
12 Minimium
TYPICAL MONOLITHIC SLAB (�
SECTION ALLAROUND -
*** (1) Anchor Minimum On ***
SEE NOTE 1 1211
�.
Each Side Of Door Opening
On Gable Side of Building
rs--�
WOOD FLOOR ON CONCRETE SLAB DETAIL
-
SCALE: 1' .. I'l
N ROOF FRAMING PLAN
1 SCALE: 31fr - 1'l
NOTES:
1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY,
NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM
THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER
2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F.
3. MATERIALS
ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
APA SPECIFICATIONS.
ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET
THE APPLICABLE CODES.
ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
O.S.B DECKING: ORIENTED STAND BOARD AS MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.
4, THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
. 4
. 6, Typ•
ROOF PANEL TYP.
NAIL PATTERN
SECURE ROOF DECKING Wi&d
COMMON OR 8d HOT DIPPED NAIL
0" O.C. @ EDGES & 6" ().C.
@ INTERMEDIATE SUPPORTS
& 4" O,C, @ GABLE END WALLS
OR GABLE TRUSSES
24"
4
Typ
-4,
IX4 COLLAR TIE
SECURE COLLAR TIES
TO RAFTERS W/4.IW
NAILS (2 NAILS EACH RAF"IEH)
DGE ON JOIST
LU
Fcc
W
cc
w
0-
w
O
O
OUTSIDE PERIMETER
FLOOR PANEL TYP.
1U NAIL PATTERN
100,
� 24l'
r -
Ga'
SECURE FIAFTERS TO
TOP PLATE WlSIdPSONS
H2 E UIV.2.5 W/R4151.1/2'NN
OR EQUIV. FOR415#
UPLIFT OR SIMPSON
H1 W10-4d 1-1/2'NAILS
FOR 490# UPLIFT
ONE ON EACH SIDE
OF HAFTEFIS
89
9u,
n RAFTER SECTION
1 SCALE: 3JV - lV
I
NOTES:
1. Approved Shingles installed per manufactures Instructions, B nails
per shingle
2. Dripedge must overlap 2" and nailed every 12" max.
3. H clips are used between every rafter between the upper and lower
roof panels
l
DESIGN CRITERIA:
Design Code:
FBC 2001
Wind Speed:
130 mph
Exposure:
Exp.B
Wind Importance Factor:
0.77
Internal Pressure Coefficient:
0.55
Comp. & Cladding Design Pressure:
30 PSF
MATERIALS:
Roof Sheathing:
7/16" Rated 24/0
Wall Sheathing:
3/8" Siding Rated 24/0
A.
Richard Kozlovvicz P.E. TO WHOM ITmy
O,
rHls srRuc
7102 G LEN BU RINIE LANE DESIGNED IN CO
T - CLARKS'TOM, MI-46346- WITH SECTION
(246) 625 33(i2 200IF FLORIDA BUI
(248) 620-4515 FAX FOR WIND LOr
DEVIATION FR(
FLORIDA REG, # 31659 PLANS REQUIRE:
OF THE EN(
APR 1
Gable Style
8'-0" wide by:
6'-0" Side Walls ONL