HomeMy WebLinkAbout2435 S Elm AveCITY OF SANFORP I'&R,.NtIT,API'LICATION
Permit # : c) r \
Job Address:L13"
Description of Work:
Historic District:
Date: � I ����� ri CrW
ED
D 104 )?
Zoning: _ - Value of Work: 5 Z:�3 b
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
9 2009
Plumbing/New Residential: it of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential/,_,Y_Commercial Industrial _ "total Square Footage:
Construction Type: Y�►u[ cV (o of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
l q �} /-� 1Q
Parcel lt: 3 ' ` 1 —1 • V� • 0I 1 ( tach Proof Ownership & Legal Desci'ip(iou)
Ow ers Name & Address: 14 3� �. �� 0Y ah s •rte— y✓2�
0_732 -
Contractor Name & Address: hall/� � Fa_i r'� " 1 �' `n' /r �� 33 !6
State Lie. Number:
Phone & Fax: r7Ct•✓ ` �� �� Contact Person: —Q kre-\ V I'Iwne:
Bonding Company: _ --_--
Address: ---
Mortgage Lender: —_ r — -_ - --.—---.----------.
Address:S _ -
Architect/F.ngincer: W pt b �-I��2 Phone:--%���_��� ._.._
�11 e�r�,:rn�� on e ar•. N)T ���a _ Fax: %w •L(5`�'
Address: _ ._�"_...--------
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 undersutnd that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDFFIONERS, etc.
(QWNER'S AFI_�IDAVfI': I certify that all ofthe foregoing information is accurate and that all work v.ill be done in compliance with all applirtiL)c laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C_'U VINIENCENIEN"T fvtAY RESULT Dh YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C'ONSUL'T' WITH YOUR LENDER OK AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCEMENT.
NOT[ 'E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property t at may be found in the public records of
this county, and there ay be additional permits required front other govemntcatal entities such as "acct management trios, state agencies, or federal agencies.
AcceptancUl(go�h'mAomo
it is verification that I will notify the owner of the property of the rcqui emc of E rich is v, 713.
a 2,3-C� -
�h
Signature of Owner/Agent Date Sign: Agee Date
Agent
2.3 -as
Date
` t 1AFIES: lalarch 23, 2008
' 'Eov F eeO Bonded Thru Budget Notary Services
Owner/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: V Zoning:
(Initial & Date)
Special Conditions:
0 0, j'Prj ;"'4'r
be
Prigi (bntr,ct%o;;/Agent's Name
✓ Jam"%f1
Signatureoof Notary-Stateof Flurida•� Date
DEBBIE BUOITON
MY cotAMI 310N1 It DD 188491
F(
Cotttuacto - iyXPlrtrm'PcFsbnally' Kii6W %to M • or
is Joun.✓t`My/
Utilities: FD: —
(Initial & Date) (Initial & Date) (Initial & Date)
'Al -I
-) GABLE ELEVATION w/ TRIM OPTION #1
T_�
24"
48"
A
48"
E 12" Max To First
Belix F,nchor
Scre Wad Ink. Floor Joist
2x4 SPF Gable Oo h".y
4/4 x 3.1/2' Gab!o Trim
4/4x3 -I/2' Horiznn�.d GIJAo Trim
1/4 x 3-i)2' Over Doo Trlm
3/4" No Groovo Did Cop,
4/4 x &1/2' Hollzon:hl C,wr F1UI
4/4 x 3.1)'2' VmticJ Doo TO
3/Ff thick 3' o.c. Sidny
4/4 x 3.1/2° Cr bka
4/4 z 3-1/2' Vortical DW 6Yylo
4/4 x 3-I/2' Cone. Trim
120'
/�1�� ELEVATION w/ TRIM OPTION #2ELEVATION w/ TRIM OPTION #2
SCALE: 1/4' - 1'.0'
NAILED W/3d NAILS 0 T O.C. ON ALLSEAMS &TOP &
BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) &6'O.C.
• •FON `NALL w/WON OR WINUON/ ...NAIL 3" O.C. ON
EDGES OF OPENING & INTERMEDIATE SUPPORTS
UNPor Hoot P-,u.d
d
4/4 x 3.1/4' GAo Lim
w
Loer RUO} PIna1
•1/4 x 3.1/2' F14GI4
4/4 x 3-1/4' C tner Trim
Door H -dc
3/S'thick 3'o.c. Sidny
WI
8
31� 31 31 31¢' 3141'
120' A A
D GABLE ELEVATION with DOOR OFFSET rE EAVE ELEVATION with DOOR CENTERED r11 EAVE ELEVATION with DOOR OFFSET
SCALE: 11V 1V SCALE: 11W 1V SCALE: 1/4. IV
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/ (6) 1-1/4'GALV. ROOFING tJ/11La
_..8' ap Typ.
- - - - 1042'
71
A
�_ EAVE ELEVATION w/o DOOR
SCALE: 114' - P-0'1,4' - P-0'
"
7
-
FOR EXTERIOR WALLS GREATER /
7162 GLENBURINIELMJE
THAN 8' FLATWISE BLOOM NG REQ'D @ PANEL
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
JOINTS. SECURE BLOCKING W/2 led NAILS
5/8" 058 or COX TREATED PLYWOOD
I
1 \
I
SECURE FLOOR DECKING
W/2 -16d NAILS @ EACH JOIST
TO FLOOR JOIST
4X4 P.T. RUNNERS (TYP)...
/ \ TFI/ \
TOE NAIL FLOOR JOIST TO RUNNERS
I
I /
r I
1
�1
EL USED FO LIFT
JUT F1EQ.ENINGS
TS
2 x 4 P.T. JOIST (y? iG' O.C.
64"
12" -
24,
nrve
n FLOOR FRAMING
1 SCALE: Nu = 1'_d
4" X 8" X - 6" SOLID CONC. BLOCK
ia) 72'0.0. (TYP) ; D EACH SKID
NOTES:
1. WHEN MONOLITHIC SLAB IS USED, THIS
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 FOR THE
MARCO WOOD PRODUCTS, INC. 1 Y WIDE GABLE
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
J
NOTE:
-
FOR EXTERIOR WALLS GREATER /
7162 GLENBURINIELMJE
THAN 8' FLATWISE BLOOM NG REQ'D @ PANEL
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
JOINTS. SECURE BLOCKING W/2 led NAILS
5/8" 058 or COX TREATED PLYWOOD
EACH END. PANEL JOINT IN CENTER 113 OF N/A
FLOOR DECK
SECURE JOIST TO BOXSILL
SECURE FLOOR DECKING
W/2 -16d NAILS @ EACH JOIST
TO FLOOR JOIST
4X4 P.T. RUNNERS (TYP)...
W/8d NAILS @ 5' O.C.
,\r
TOE NAIL FLOOR JOIST TO RUNNERS
@ EDGE:S & 12, O.C.
NOTE:
, INTERMEDIATE SUPPORTS
�1
EL USED FO LIFT
JUT F1EQ.ENINGS
TS
2 x 4 P.T. JOIST (y? iG' O.C.
64"
SECURE FLOOR DECKING
SECURE JOIST TO BOND BOARD
TO FLOOR JOTS I'
if "A
W/2 -16d NAILS @ EACH JOISTZ'S
12'4" 14'-0"
@ EUGES & 12' O.G.
4 X 4 P.1, RUNNERS
I
4
TOE NA I. FLOOR JOTS r
Typ.
To RUN\IERS Wi2.12d
10'-0" wide by:
1 Ei�
NAILS C) EACH JOTS r/
I
6'-0"Side Walls ONL
RUNNER INTEFISECTION
�
PRESSURE-rHEATEDWOODSHIMS
,•I
FOR LEVELING WHENNECESSAIY
/
4" X 8" X - 6" SOLID CONC. BLOCK
ia) 72'0.0. (TYP) ; D EACH SKID
NOTES:
1. WHEN MONOLITHIC SLAB IS USED, THIS
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 FOR THE
MARCO WOOD PRODUCTS, INC. 1 Y WIDE GABLE
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
SEE FLOOR FOOTING DEATIL
SHEATHING GRADE 318" EZ PANEL
NAILED W/ed NAILS @ 3" O.C. ON ALL SEAMS & TCP &
BOT TUM EDGE (TOP & BOTTOM OF OPENINGS) & V'O.0
@ INTF.RMEOIAIE SUPPORTS. (FOR SHEAHWALL VALUE)
2 X 4 SPF STUD @ 24" U.C.
2 X 4 SPF BOT TUM PLATE
2" NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/2' FROM EDGE
1/2" X 2.1/2" LAG SCREW INTO FLOOR JOIST
W12"X2"XI/8" FENDER WASHER
2 x 4 P.T. BOND BOARD
30" SINGLE HEUXANCHOR
MODEL MTE-3U AS MPD.
BY TIEDONN ENGINEER, ATLANTA, GA
'PATH IN 24" -F/-OF CORNERS & 72' +/- O.C. MAX
OR AS REQUIRED BY LOCAL CODE
30 DEGREES TO VERrICAL IN THIS PLMJE (TYP)
s1 WOOD FLOOR FOOTING DETAIL NOTES:
�- SCALE V FV I • WHEN MONOLITHIC SLAB IS USED, THIS
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 FOR THE
MARCO WOOD PRODUCTS, INC, 10' WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
A
3/S' OSB or EZ PANEL Gusaat
P.F. BOND BOARD (TYP)...
-
SECURE BOND @ CORNERS
7162 GLENBURINIELMJE
W/3 -18d FLAILS
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
2 x 4 SPF Doubles
Simpson LSTA9
P.T. JOTS TS @ 16" O.C. (TYP)...
WOOD PRODUCT'S
SECURE JOIST TO BOXSILL
USING 1sd rNAlts @ 1L'o.c.
W/2 -16d NAILS @ EACH JOIST
4X4 P.T. RUNNERS (TYP)...
E
TOE NAIL FLOOR JOIST TO RUNNERS
(8) 4d Galy. 1.1/2'Jolst Notes
W/2 -12d NAILS @ EACHJOTST/RUNNER
FLORIDA REG. # 31650
INTERSECTION
TS
5/8" OSB OR COX TREATED PLYWOOD
64"
SECURE FLOOR DECKING
TO FLOOR JOTS I'
if "A
W/ed NAILS @ E' O.C.
12'4" 14'-0"
@ EUGES & 12' O.G.
Gable Style
@ INFERMEDIAFE SUPPORTS
4
16" O.C.
Typ.
10'-0" wide by:
1 Ei�
I
SEE FLOOR FOOTING DEATIL
SHEATHING GRADE 318" EZ PANEL
NAILED W/ed NAILS @ 3" O.C. ON ALL SEAMS & TCP &
BOT TUM EDGE (TOP & BOTTOM OF OPENINGS) & V'O.0
@ INTF.RMEOIAIE SUPPORTS. (FOR SHEAHWALL VALUE)
2 X 4 SPF STUD @ 24" U.C.
2 X 4 SPF BOT TUM PLATE
2" NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/2' FROM EDGE
1/2" X 2.1/2" LAG SCREW INTO FLOOR JOIST
W12"X2"XI/8" FENDER WASHER
2 x 4 P.T. BOND BOARD
30" SINGLE HEUXANCHOR
MODEL MTE-3U AS MPD.
BY TIEDONN ENGINEER, ATLANTA, GA
'PATH IN 24" -F/-OF CORNERS & 72' +/- O.C. MAX
OR AS REQUIRED BY LOCAL CODE
30 DEGREES TO VERrICAL IN THIS PLMJE (TYP)
s1 WOOD FLOOR FOOTING DETAIL NOTES:
�- SCALE V FV I • WHEN MONOLITHIC SLAB IS USED, THIS
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 FOR THE
MARCO WOOD PRODUCTS, INC, 10' WIDE GABLE
ANY DEVIATION OR MODIFICATION
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
A
3/S' OSB or EZ PANEL Gusaat
GLUED &NAILEDWNH
-
(17) 2' NAILSQ3'O.C.
7162 GLENBURINIELMJE
2 z 4 OFF Gahlo Connector
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
2 x 4 SPF Doubles
Simpson LSTA9
2 x 4 SPF Top Hato
WOOD PRODUCT'S
2 x 4 SPF FUtor
USING 1sd rNAlts @ 1L'o.c.
2x6SPF Courier
2%4 SPF Stud
E
2 x4 SPF BoPrn1 Plato
(8) 4d Galy. 1.1/2'Jolst Notes
2 STUDS TYP. rl
CORNERS EACH WAY
FLORIDA REG. # 31650
104-1
72" I
GABLE FRAMING with DOOR CENTERED
'SCALE: 1/4' = Vfr
TU WHOM If CTURE
THIS S"r,rMYCONCERN: 15
2x4 / 2x8 DOUBLERS
1 2x 4 UPFIUoulAer
I
2x 68PF LUU. 24"
7162 GLENBURINIELMJE
DESIGNED IN CONFORMANCE
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
ATTACHED TO TOP PLATE
Simpson LSTA9
WITH SECTION 1606 OF THE
WOOD PRODUCT'S
STYLE
GABLE
USING 1sd rNAlts @ 1L'o.c.
Stud to Top Plate with
(246) 620-4515 FAX
ON ALL FOUR (4) WALLS TYP.
(8) 4d Galy. 1.1/2'Jolst Notes
sir>: nconESS or.Grl. ScottBrailfald L�mv11N
Cr100 E. II Milo Road
p
FLORIDA REG. # 31650
PIANS REQUIRES APPROVAL
TS
vlurrun, MI 48031-4101 eplsar, Cuy Huck April 12, 2005
64"
104-1
72" I
GABLE FRAMING with DOOR CENTERED
'SCALE: 1/4' = Vfr
1 .4 PINE Cd!.Tio
3/B' USB or EZ PANEL GI
GLUED & NAILED Win
(12) 1-I/2' NAILS
2 X 4 3 PF R;dter
"L x 6 SPF DouLler
2 x 4 SPFTop Plato
2x 4 SPF Syd
2 X 4 SPF Bottom Rad,
ANCHORS 30" O.C.
AS READ
ANCHORS 72'O.C.
Simpson SP4
w/6 -4d 1.1/Z'Galv.Joist Nails
Or Equiv, For Up To 735# Uplift
A
H2.5
Simpson H2* o H2
Haft r to Stud vd
9 4d 1-1/2"Galy. Joist Nails
�`- 24
104E''
714
111
'1 A
n` EAVE FRAMING w/o DOOR
SCALE: 174• - 11.v
5/8" x 3" x 7Z' HEADER APPLIED TO INSIDE 8'k 24" 3/B" USB or EZ PANEL GUSSET
- OF BUILDING CONNECTING TOP AAD TYP. BOTH SIDES AS SHOWN
BOTTOM PLATE ABOVE UOOR OPENING
WHEN DOOR IS INSTALLED ON EAVE SIDE
Door of i gave wail_ HZ5 vrlll be used
aSovetho door W/
(9) 4a GBIv. 1-1/2'JoISt Nalls
H2.5
A
�J GABLE FRAMING with DOOR OFFSET I<1 EAVE FRAMING with DOOR CENTERED rL'� EAVE FRAMING with DOOR OFFSET
1 SCA F. 114 1'f \J SCALE: 114'.-1'{r1 SCALE: 1/A'. -IV
NOT
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 VVINDOW CUTOUT
NOTE:
1. THIS WALL PLAN IS GOOD FOR THE IV WIDE GABLE SECURE ROOF DECKING W/8d
ONLY. ALL MATERIAL AND LABOR SHALL COMMON OR 8d HOT DIPPED NAILS
(o W O.C. @ EDGES & G" O.G.
MEET OR EXCEED APPLICABLE LOCAL CODES. (r_) INTERMEDIATE SUPPORTS
1X4 COLLAR TIE
LINE OF OVERHANG FROM 2 x 6 DOUBLER SECURE COLLAR TIES
201, TO RAFTERS W/4 -16d
2 NAILS (2 NAILS EACH RAFTER)
5/8" OSE3 or COX TREATED PLYWOOD i
FLOOR DECKING AS REQ. -I-
SECURE FLOOR DECKING
TO FLOOR JOIST W/IOd NALSCig / \1
Ca) 4" O.C. @ iI2" O.C. If
INTERMEDIATE SUPPORTS
I �\
`-- SEE WALL DETAIL
4" O.C.
Typ.
24"
12" �- 15'82
11D2'
120'
N_ TYP, WALL FRAMING PLAN
SCALE: :yfr .. 1'{1
SHEATHING GRADE 3/8"EZ PANEL
FLAILED W/Bd NAILS @ 3" O.C. 'TOP & BOTfOM
EDGE (TOP & BOTTOM OF OPENINGS) & G'O.C.
#4 Dar 3" FROM TOP & BOTTOM NOTE: Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24" O.C.
4" CONCRETE& SHEAR CLIPS NO'r REQ.
EXCEPT @ OPENINGS 112" WEDGE ANCHOR BOLT 30'o.C. 8.1/2'LONG
(...or other approved fastener...)
8X8 10110 WIRE MESH
OR FIBERMESH 2 X 4 SPF BOTTOM PLATE
2 X 4 P.T. SILL PLATE
4" COMPACTED 2" NAILS EVERY 3"
SAND OR GRAVEL
SEE NU(E4 ANGLED INTO FLOOR
FRAME, 1/2' FROM EDGE
- -b- - - - �-, i 6" To Sheathing
p v -
A'
41r 2" Minimi, m
TYPICAL MONOLITHIC SLAB
SECTIONALLAROUND *** (1) Anchor Minimum On ***
SEE NOTE 1
1211 �' Each Side Of Door Opening
�rT-� MONOLITHIC CONCRETE SLAB DETAIL
SCALE: V- I V
NOTE:
I. 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
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
SECURE RAFTERS '1'0
TOP PLATE W/SIMPSONS
H2.5 W/10 -fid NAILS
OR EQUIV. FOR 415# _
UPLIFT OR SIMPSON
FI1 W10•Bd NAILS
FOR 490# UPLIFT
ONE ON EACH SIDE
OF RAFTERS
X01 WALL SECTION
SCALE: 112 = 1'4
FIBERGLASS SHINGLESSECURED
TO ROOF DECKING W/1 1/4" ROOF NAILS
- I -LAYER 15# FELT
_ 7/16"OSB ROOF DECKING
SEE ROOF FRAMING DETAIL
- 2 x 4 SPF r-iAFTER
1X4 FASCIA BOARD
SECURE TRIM W/2 -8d
NAILS @ EACH RAFTER
2 x e SPF DOUBLER
�- 2 x 4 SPF TOP PLATE .
SHEATHING GRADE 309Z PANEL
BOARD NAILED W/8d NAILS @
3" O.C. rope, BOTTOM
EDGE (IOP8, BOTTOM OF
/"- OPENINGS) &8"O.C.
C INTERMEUTATE SUPPORTS,
FOR WALL WITH DOOR
NAIL Z'ox.
PLYWOOD USED FOR UPLIFT
& SHEAR CLIPS NOT REQ.
EXCEPT @ OPENINGS
�-- 2 x 4 SPF STUD 24" O.C. TYP.
i- 2 x 4 SPF BOTTOM PLATE
A
6"
3/rs" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(12) 1-1/2" NAILS
U
RAFTER SECTION
SCALE. V - 1'V
WALL CONSTRUCTION NOTES:
I. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS.
2. ALL HORZ. JOINTS SHALL OCCUR OVER
FRAMING. FLATWISE BLOCKING SHALL
BE USED AT ALL HORZ. PANEL JOINTS.
3. PANELS SHALL BE ATTACHED TO BOTTOM
PLATES & TOP PLATES.
LOWEST PLATE SHALL BE 01
ATTACHED TO FOUNDATION (OR BOND L_
BEAM) W/ NAILS OR CONNECTORS OF Io o 0 0
SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN "THE PLYWOOD L 3/4"
SHEATHED WALLS.
0.. WHERE WINDOWS & DOORS INTERUPT SINGLE NAIL EDGE SPACING
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
WALL PANEL TYP,
rJ NAIL PATTERN
1
NOTE:
1. THIS WALL PLAN IS GOOD FOR THEIU WIDE GABLE
ONLY. ALL MATERIAL AND LABOR SEUU1
MEET OR EXCEED APPLICABLE LOCAL CODES.
TU WHOM If CTURE
THIS S"r,rMYCONCERN: 15
1 2x 4 UPFIUoulAer
I
2x 68PF LUU. 24"
7162 GLENBURINIELMJE
DESIGNED IN CONFORMANCE
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
Simpson LSTA9
WITH SECTION 1606 OF THE
WOOD PRODUCT'S
STYLE
GABLE
I I I
3)S' WS or EZ PANE tGtut
GLUED &NNLE
1 p2) 1.1/2'NAILP
Stud to Top Plate with
(246) 620-4515 FAX
FOR WIND LOADS. ANY
DEVIATION FROM THESE
(8) 4d Galy. 1.1/2'Jolst Notes
sir>: nconESS or.Grl. ScottBrailfald L�mv11N
Cr100 E. II Milo Road
p
FLORIDA REG. # 31650
PIANS REQUIRES APPROVAL
TS
vlurrun, MI 48031-4101 eplsar, Cuy Huck April 12, 2005
't,
OF THE ENGINEER.
1 .4 PINE Cd!.Tio
3/B' USB or EZ PANEL GI
GLUED & NAILED Win
(12) 1-I/2' NAILS
2 X 4 3 PF R;dter
"L x 6 SPF DouLler
2 x 4 SPFTop Plato
2x 4 SPF Syd
2 X 4 SPF Bottom Rad,
ANCHORS 30" O.C.
AS READ
ANCHORS 72'O.C.
Simpson SP4
w/6 -4d 1.1/Z'Galv.Joist Nails
Or Equiv, For Up To 735# Uplift
A
H2.5
Simpson H2* o H2
Haft r to Stud vd
9 4d 1-1/2"Galy. Joist Nails
�`- 24
104E''
714
111
'1 A
n` EAVE FRAMING w/o DOOR
SCALE: 174• - 11.v
5/8" x 3" x 7Z' HEADER APPLIED TO INSIDE 8'k 24" 3/B" USB or EZ PANEL GUSSET
- OF BUILDING CONNECTING TOP AAD TYP. BOTH SIDES AS SHOWN
BOTTOM PLATE ABOVE UOOR OPENING
WHEN DOOR IS INSTALLED ON EAVE SIDE
Door of i gave wail_ HZ5 vrlll be used
aSovetho door W/
(9) 4a GBIv. 1-1/2'JoISt Nalls
H2.5
A
�J GABLE FRAMING with DOOR OFFSET I<1 EAVE FRAMING with DOOR CENTERED rL'� EAVE FRAMING with DOOR OFFSET
1 SCA F. 114 1'f \J SCALE: 114'.-1'{r1 SCALE: 1/A'. -IV
NOT
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 VVINDOW CUTOUT
NOTE:
1. THIS WALL PLAN IS GOOD FOR THE IV WIDE GABLE SECURE ROOF DECKING W/8d
ONLY. ALL MATERIAL AND LABOR SHALL COMMON OR 8d HOT DIPPED NAILS
(o W O.C. @ EDGES & G" O.G.
MEET OR EXCEED APPLICABLE LOCAL CODES. (r_) INTERMEDIATE SUPPORTS
1X4 COLLAR TIE
LINE OF OVERHANG FROM 2 x 6 DOUBLER SECURE COLLAR TIES
201, TO RAFTERS W/4 -16d
2 NAILS (2 NAILS EACH RAFTER)
5/8" OSE3 or COX TREATED PLYWOOD i
FLOOR DECKING AS REQ. -I-
SECURE FLOOR DECKING
TO FLOOR JOIST W/IOd NALSCig / \1
Ca) 4" O.C. @ iI2" O.C. If
INTERMEDIATE SUPPORTS
I �\
`-- SEE WALL DETAIL
4" O.C.
Typ.
24"
12" �- 15'82
11D2'
120'
N_ TYP, WALL FRAMING PLAN
SCALE: :yfr .. 1'{1
SHEATHING GRADE 3/8"EZ PANEL
FLAILED W/Bd NAILS @ 3" O.C. 'TOP & BOTfOM
EDGE (TOP & BOTTOM OF OPENINGS) & G'O.C.
#4 Dar 3" FROM TOP & BOTTOM NOTE: Q INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24" O.C.
4" CONCRETE& SHEAR CLIPS NO'r REQ.
EXCEPT @ OPENINGS 112" WEDGE ANCHOR BOLT 30'o.C. 8.1/2'LONG
(...or other approved fastener...)
8X8 10110 WIRE MESH
OR FIBERMESH 2 X 4 SPF BOTTOM PLATE
2 X 4 P.T. SILL PLATE
4" COMPACTED 2" NAILS EVERY 3"
SAND OR GRAVEL
SEE NU(E4 ANGLED INTO FLOOR
FRAME, 1/2' FROM EDGE
- -b- - - - �-, i 6" To Sheathing
p v -
A'
41r 2" Minimi, m
TYPICAL MONOLITHIC SLAB
SECTIONALLAROUND *** (1) Anchor Minimum On ***
SEE NOTE 1
1211 �' Each Side Of Door Opening
�rT-� MONOLITHIC CONCRETE SLAB DETAIL
SCALE: V- I V
NOTE:
I. 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
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
SECURE RAFTERS '1'0
TOP PLATE W/SIMPSONS
H2.5 W/10 -fid NAILS
OR EQUIV. FOR 415# _
UPLIFT OR SIMPSON
FI1 W10•Bd NAILS
FOR 490# UPLIFT
ONE ON EACH SIDE
OF RAFTERS
X01 WALL SECTION
SCALE: 112 = 1'4
FIBERGLASS SHINGLESSECURED
TO ROOF DECKING W/1 1/4" ROOF NAILS
- I -LAYER 15# FELT
_ 7/16"OSB ROOF DECKING
SEE ROOF FRAMING DETAIL
- 2 x 4 SPF r-iAFTER
1X4 FASCIA BOARD
SECURE TRIM W/2 -8d
NAILS @ EACH RAFTER
2 x e SPF DOUBLER
�- 2 x 4 SPF TOP PLATE .
SHEATHING GRADE 309Z PANEL
BOARD NAILED W/8d NAILS @
3" O.C. rope, BOTTOM
EDGE (IOP8, BOTTOM OF
/"- OPENINGS) &8"O.C.
C INTERMEUTATE SUPPORTS,
FOR WALL WITH DOOR
NAIL Z'ox.
PLYWOOD USED FOR UPLIFT
& SHEAR CLIPS NOT REQ.
EXCEPT @ OPENINGS
�-- 2 x 4 SPF STUD 24" O.C. TYP.
i- 2 x 4 SPF BOTTOM PLATE
A
6"
3/rs" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(12) 1-1/2" NAILS
U
RAFTER SECTION
SCALE. V - 1'V
WALL CONSTRUCTION NOTES:
I. PLYWOOD PANELS SHALL BE INSTALLED
W/ FACE GRAIN PARALLEL TO STUDS.
2. ALL HORZ. JOINTS SHALL OCCUR OVER
FRAMING. FLATWISE BLOCKING SHALL
BE USED AT ALL HORZ. PANEL JOINTS.
3. PANELS SHALL BE ATTACHED TO BOTTOM
PLATES & TOP PLATES.
LOWEST PLATE SHALL BE 01
ATTACHED TO FOUNDATION (OR BOND L_
BEAM) W/ NAILS OR CONNECTORS OF Io o 0 0
SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN "THE PLYWOOD L 3/4"
SHEATHED WALLS.
0.. WHERE WINDOWS & DOORS INTERUPT SINGLE NAIL EDGE SPACING
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPLIFT LOADS.
WALL PANEL TYP,
rJ NAIL PATTERN
1
NOTE:
1. THIS WALL PLAN IS GOOD FOR THEIU WIDE GABLE
ONLY. ALL MATERIAL AND LABOR SEUU1
MEET OR EXCEED APPLICABLE LOCAL CODES.
R-✓ 7/1TWO ROOFPAtlEL I
1 I I
1 1 1
/ SHEATHING GRADE 318" EZ PANEL
NOTE: - NAILED W/8d NAILS @ 3" 0.0. TOP & BOTTOM
EZ PANEL USED FOR UPLI EDOE (TOP & BOTTOM OF OPENINGS) & U'O.C.
& SHEAR CUPS NOT REQ
--- 124"
P ROOF FRAMING PLAN
j SCALE: NV - V -(f
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 ONLYAND NOT FOR HABITATION
..
' B.. TYP•
ROOF PANEL TYP.
UNAIL PATTERN
1
SECURE ROOF DECKING W/8d
COMMON OR 8d HOT DIPPED NAILS
(9 6" O.C. @ EDGES & 6" O.C.
@ INTERMEDIATE SUPPORTS
& 4" O.C. @ GABLE END WALLS
OR GABLE TRUSSES
24"
1 X4 COLLAR TIE
SECURE COLLAR TIES
TO RAF f ERS W/4-1 Bd
NAILS (2 NAILS EACH RAFTER)
EDGE ON JOIST
OUTSIDE PERIMETER
FLOOR PANEL TYP.
Y NAIL PATTERN
- 124"
T 6"
i`-- 24" --f�
.�G 7rLA
'�
TO
PSONS
H2.5W/10-4dL'NAILS
15#
UPLIFT OR SIMPSON
HI W10.4d 1-liL'NAILS
FOR 490# UPUFr
ONE ON EACH SIDE
OF RAFTERS
113"
120'
AFTER SECTION
SGV.E:31V - 1•.V
NOTES:
1. Approved Shingles installed per manufactureS instructions, 6 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
1"'ERMl7 #���3
#4 Bar 3' FROM TOP & BOTTOM EXCEPT @OPENINGS @ INTEHMEDTATE SUPPORTS. (FOR SHEARWALL VALUE)
2 x 4 P. r. JOISTS n IWO.C• 2 X 4 SPF 3IUL)@24"O.C.
2 X 4 SPF BOTTOM PLATE
WCONCREFE /
6X6 10/10 WIRE MESH
0 1 F I
OR FIBFAMFSH 3/4"THROUGH BOLT "OR" LAG SCREW
4" COMPACTED SIMPSON #HD5A CONNECTOR
SAND OR GRAVEL
SEE NOTE 45/8" or 3/4" WEDGE ANCHOR BOUT ''/2'O.C. 8-1/?'LONG
(...or other opprovcd faotenur.,.)
To Sheathing
D t
111
II
®/� a 12 Minimium
TYPICAL MONOLITHIC SLAB `
SECTION ALLAROUND *** (1) Anchor Minimum On *
SEE NOPE 1 12"
Each Side Of Door Opening
On Gable Side of Building
WOOD FLOOR ON CONCRETE SLAB DETAIL
DESIGN CRITERIA:
Design Code:
Wind Speed:
Exposure:
Wind Importance Factor:
Internal Pressure Coefficient:
Comp. & Cladding Design Pressure:
MATERIALS:
Roof Sheathing:
Wall Sheathing:
1 SCALE: 1' _ I-V
NOTES:
1. ALL MATERIALS AND LABOR SHALL MEET OR 9D'
EXCEED APPLICABLE LOCAL CODES.
2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDr=D
BY APPLICABLE LOCAL CODES, MATERIAL TO BE /
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B„ MIN. REBAR LAP = 20".
3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE,
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
APR 10 2005
'. >> C'�°&�NFORD
FBC 2001
130 mph
Exp.B
0.77
0.55
30 PSF
7/16" Rated 24/0
3/8" Siding Rated 24/0
Richard Kozlowicz, P.E.
TU WHOM If CTURE
THIS S"r,rMYCONCERN: 15
1 2x 4 UPFIUoulAer
I
2x 68PF LUU. 24"
7162 GLENBURINIELMJE
DESIGNED IN CONFORMANCE
I I
24" O.C. I I x4 PINE Colla) So
I Typ. I 111
CLARKS TON, MI -46348-
WITH SECTION 1606 OF THE
WOOD PRODUCT'S
STYLE
GABLE
I I I
3)S' WS or EZ PANE tGtut
GLUED &NNLE
1 p2) 1.1/2'NAILP
2001 FLORIDA BUILDING CODE
R-✓ 7/1TWO ROOFPAtlEL I
1 I I
1 1 1
/ SHEATHING GRADE 318" EZ PANEL
NOTE: - NAILED W/8d NAILS @ 3" 0.0. TOP & BOTTOM
EZ PANEL USED FOR UPLI EDOE (TOP & BOTTOM OF OPENINGS) & U'O.C.
& SHEAR CUPS NOT REQ
--- 124"
P ROOF FRAMING PLAN
j SCALE: NV - V -(f
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 ONLYAND NOT FOR HABITATION
..
' B.. TYP•
ROOF PANEL TYP.
UNAIL PATTERN
1
SECURE ROOF DECKING W/8d
COMMON OR 8d HOT DIPPED NAILS
(9 6" O.C. @ EDGES & 6" O.C.
@ INTERMEDIATE SUPPORTS
& 4" O.C. @ GABLE END WALLS
OR GABLE TRUSSES
24"
1 X4 COLLAR TIE
SECURE COLLAR TIES
TO RAF f ERS W/4-1 Bd
NAILS (2 NAILS EACH RAFTER)
EDGE ON JOIST
OUTSIDE PERIMETER
FLOOR PANEL TYP.
Y NAIL PATTERN
- 124"
T 6"
i`-- 24" --f�
.�G 7rLA
'�
TO
PSONS
H2.5W/10-4dL'NAILS
15#
UPLIFT OR SIMPSON
HI W10.4d 1-liL'NAILS
FOR 490# UPUFr
ONE ON EACH SIDE
OF RAFTERS
113"
120'
AFTER SECTION
SGV.E:31V - 1•.V
NOTES:
1. Approved Shingles installed per manufactureS instructions, 6 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
1"'ERMl7 #���3
#4 Bar 3' FROM TOP & BOTTOM EXCEPT @OPENINGS @ INTEHMEDTATE SUPPORTS. (FOR SHEARWALL VALUE)
2 x 4 P. r. JOISTS n IWO.C• 2 X 4 SPF 3IUL)@24"O.C.
2 X 4 SPF BOTTOM PLATE
WCONCREFE /
6X6 10/10 WIRE MESH
0 1 F I
OR FIBFAMFSH 3/4"THROUGH BOLT "OR" LAG SCREW
4" COMPACTED SIMPSON #HD5A CONNECTOR
SAND OR GRAVEL
SEE NOTE 45/8" or 3/4" WEDGE ANCHOR BOUT ''/2'O.C. 8-1/?'LONG
(...or other opprovcd faotenur.,.)
To Sheathing
D t
111
II
®/� a 12 Minimium
TYPICAL MONOLITHIC SLAB `
SECTION ALLAROUND *** (1) Anchor Minimum On *
SEE NOPE 1 12"
Each Side Of Door Opening
On Gable Side of Building
WOOD FLOOR ON CONCRETE SLAB DETAIL
DESIGN CRITERIA:
Design Code:
Wind Speed:
Exposure:
Wind Importance Factor:
Internal Pressure Coefficient:
Comp. & Cladding Design Pressure:
MATERIALS:
Roof Sheathing:
Wall Sheathing:
1 SCALE: 1' _ I-V
NOTES:
1. ALL MATERIALS AND LABOR SHALL MEET OR 9D'
EXCEED APPLICABLE LOCAL CODES.
2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDr=D
BY APPLICABLE LOCAL CODES, MATERIAL TO BE /
3000 PSI CONCRETE, A615 GRADE 60 REBAR,
A36 A.B„ MIN. REBAR LAP = 20".
3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE,
ANY DEVATION AND MODIFICATION
IS STRICTLY PROHIBITED.
APR 10 2005
'. >> C'�°&�NFORD
FBC 2001
130 mph
Exp.B
0.77
0.55
30 PSF
7/16" Rated 24/0
3/8" Siding Rated 24/0
Richard Kozlowicz, P.E.
TU WHOM If CTURE
THIS S"r,rMYCONCERN: 15
OI_OII \n/IDE
yV
7162 GLENBURINIELMJE
DESIGNED IN CONFORMANCE
*Marco
CLARKS TON, MI -46348-
WITH SECTION 1606 OF THE
WOOD PRODUCT'S
STYLE
GABLE
(248) 625-3362
2001 FLORIDA BUILDING CODE
(246) 620-4515 FAX
FOR WIND LOADS. ANY
DEVIATION FROM THESE
HA�.�pYrt., -,.. ,,
HOr.1g 'phs;;, , ,a�"a`''r+ a
PRO I::zt. A : ! R,..
sir>: nconESS or.Grl. ScottBrailfald L�mv11N
Cr100 E. II Milo Road
p
FLORIDA REG. # 31650
PIANS REQUIRES APPROVAL
TS
vlurrun, MI 48031-4101 eplsar, Cuy Huck April 12, 2005
't,
OF THE ENGINEER.
clue As Notod (300) 437.0761 3HLEI 1 of 1
if "A
8'-0" Base 1U-0" Base
12'4" 14'-0"
Gable Style
10'-0" wide by:
6'-0"Side Walls ONL