HomeMy WebLinkAbout2435 S Elm Ave 05-3653 Wood shedCITY 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 Cale. 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 Dcsci'ip(iou)
Ow ers Name & Address: 14 3� �. �� 0Y ah � •ram— 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 CONDEFTIONERS, 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, CONSULT 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 therZ
ay be additional permits required front other govemnicatal entities such as "atcr management trios, state agencies, or federal agencies.
AcceptancUl(go�h'mAomo
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,cttoo;//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
2x4 SPF Gable Oo h"iy
,V4 x 3.1/2' Gab!o Trim
•i/4 x 8-I/2' HorlmnLd G,JAo Trim
1/4 x 3-i)2' Over Door N
3/4" NU Groovo Did Cop,
4/4 x &1/2' Horizon:hl C,wr F1UI
Alf- 4/4 x 3.1)'2'VmticJ0-Trim
/'-- 3/11'thick S'o.c. Sidny
4/4 z 3.112" Cr b!,a
�- 4/4 X 3-1/2' Vortical DW Uve
�- 4/4 r3-N2'C.-Trim
A) GABLE ELEVATION w/ TRIM OPTION #1
T_�
24"
48"
A
48"
E 12" Max To First
Helix FTichor
Scre Wad Intl' Floor Joist
1201
/�1�� ELEVATION w/ TRIM OPTION #2ELEVATION w/ TRIM OPTION #2
SCALE: 1/4' = 1'.0'
NAILED W)0d NAILS 0 T O.C. ON ALLSIEAMS &TOP &
BOTTOM EDGE (TOP & Do From OF OPENINGS) & 6' O.C.
• • FOR `NALL w/ DOOR OR WINUOW ...NAIL 3" O.C. ON
EDGES OF OPENING & INTERMEDIATE SUPPORTS
UNPor Hoot Puiel
4/4 x 3.1/4" GdAo T1im
Lower RUOf PInc1
•1/•1 x 39I2' Fuxiu
414 x 3-1/4' C tner Trim
1-1-1.Door dc
3/S'thick 0'o.c. Sidny
WI
mz�
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
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING %Y/ (6) 1-1/4'GALV. ROOFING tJ/11La
_..8' aP Typ,.
- - - - 1042'
4�'
A
�_ EAVE ELEVATION w/o DOOR
SCALE: 114' - Va'1,4' - P-0'
"
7
I
I \
I
1 1
ILI
12" -
24, ,
Enry
n FLOOR FRAMING
1
J
NOTE:
FOR EXTERIOR WALLS GREATER /
THAN 8' FLATWISE BLOOMNG REGO @ PANEL
JOINTS. SECURE BLOCKING W/2 led NAILS
5/8" OSB or COX TREATED PLYWOOD
EACH END. PANEL JOINT IN CENTER 1/3 OF V/A
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST
VI/ad NAILS @ 9'O.C.
@ EDGES & 12, O.C.
NOTE:
INTERMEDIATE SUPPORTS
EZ PANEL USED F° UFr z-
& SHEAR CLI "' JUT F1EQ.
�1
I/
-�•�
2 x 4 P.T. JOIST (y? 16" O.C.
EXCEPT "OPENINGS
SECURE JOIST TO BOND BOARD
W/2-16d NAILS @ EACH JOISTX'S
4 X 4 P.1, RUNNERS
I
\
TOE NA I- FLOOR JOTS r
TO RUNNERS W/2.12d
NAILS (,) EACH JOIS r/
RUNNER INTEFISECTION
�-
PRESSURE RIEATEDWOODSHIMS
*
FOR LEVELING WHENNECSAIY
FS
�j* P'
I
/
4" X 8" X - 6" SOLID CONC. BLOCK
ia) 72' O.C. (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
IMARGO WOOD PRODUCTS, INC. 1 Y WIDE GABLE
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
P.F. BOND BOARD (TYP)...
SECURE BOND @ CORNERS
W/3-16d NAILS
P.T. JOTS TS @ 16" O.C. (TYP)...
SECURE JOIST TO B°XSILL
W/2-16d NAILS @ EACH JOIST
4X4 P.T. RUNNERS (TYP)...
TOE NAIL FLOOR JOIST TO RUNNERS
W/2.12d NAILS @ EACHJOIST/RUNNER
INTERSECTION
5/8" OSB OR COX TREATED PLYWOOD
SECURE FLOOR DECKING
TO FLOOR JC!SI'
W/Sd NAILS @ 6'O.C.
Cn] EDGES & I W O.G.
@ INFERMEDIAFE SUPPORTS
4
1 U, ox,
Typ.
1 Ei�
I
SEE FLOOR FOOTING DEATIL
SHEATHING GRADE 318" EZ PANEL
NAILED W/ed NAILS @ 3" O.C. ON ALL SEAMS & TCP &
BOr TOM EDGE (TOP & BOTTOM OF OPENINGS) & V'O.0
@ INTERMEDIATE SUPPORTS. (FOR SHEAHWALL VALUE)
2 X 4 SPF STUD @ 24"O.C.
2 X 4 SPF BOTTOM PLATE
2" NAILS EVERY 3"
ANGLED INTO FLOOR
FRAME, 1/2' FROM EUGE
1/2" X 2.1/2" LAG SCREW INTO FLOOR JOIST
W/ 2"X2"XI/a" FENDER WASHER
2 x 4 P.T. BOND BOARD
30"SINGLE HEUXANCHOR
MODEL MTE-3U AS MFD.
BY TIEDONN ENGINEER, AfLANTA. GA
'NITH IN 24" +/-OF CORNERS & 72' +/- O.C. MAX
OR AS REQUIRED BY LOCAL CODE
30 DEGREES TO VERrICAL IN THIS PLANE (TYP)
s1 WOOD FLOOR FOOTING DETAIL NOTES:
�- SCALE I-1'V 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
-
(12) 2' NAILSQ3'O.C.
2 z 4 OFF Gahla Connector
2 x 4 SPF Doubler
2 x 4 SPF Top flaw
2 x 4 SPF FUtor
2x6SPF CouNer
2%4 SPF Stud
E
2 x 4 SPF BoPrnl Plato
2 STUDS TYP. ri
CORNERS EACH WAY
2x4 / 2x6 DOUBLERS
ATTACHED TO TOP PLATE
USING led NAILS @ 12'O.C.
ON ALL FOUR (4) WALLS TYP.
84 -
Ik-� tong _..
104"
72" I
GABLE FRAMING with DOOR CENTERED
'SCALE: Ira' = Vfr
Simpson LSTA9
Stud to Top Plate with
(8) 4d GaIv. 1.1/2'Jolst Notes
it I
I,__ 1
1 .4 PINE Col!.Tio
31T OSB or EZ PANEL G,
GLUED & NAILED Win
(12) 1-1/2' NAILS
2 X 4 S PF R;dwr
"L x 6 8PF DouLler
2 x 4 SPFTop F1ato
2 x 4 SPF StLd
2 X 4 SPF Bottom Flaw
ANCHORS 39' O.C.
AS READ
ANCHORS 72'O.C.
Simpson SP4
W/6-4d 1.1/2'Galv.Joist Nail
s
Or Equiv, For Up To 735# Uplift
A
H2.5
Simpson H2* o H2
Halter to Stud vd
9 4d 1-1/2"Galy. Joist Nails
�`- 24
11YJ�'
714
1 A
EAVE FRAMING w/o DOOR
SCALE: 1r4' - 1'.a174• = r.V
BOTTOM PLATEABOVE DOOR OPENING
5/8" x 3" x 7Z' HEADER APPLIED TO INSIDE 6'X 24" 3/8" OSB or EZ PMNEL GUSSET
_ OF BUILDING CONNECTING TOP PAD TYP. BOTH SIDES AS SHOWN
WHEN DOOR IS INSTALLED ON EAVE SIDE
Door Sri gave wail_ HZ5 wlll be used
abovetho dourW/
(9) 4a Goly. 1-1/2'Jo1st Nails
H2.5
A
�J GABLE FRAMING with DOOR OFFSET I<1 EAVE FRAMING with DOOR CENTERED rL'� EAVE FRAMING with DOOR OFFSET
1 SCALF. 114 1'v \ 1 SCALE! 1)4' - V(f 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 1 U' WIDE GABLE SECURE ROOF DECKING W/8d
ONLY. ALL MATERIAL AND LABOR SHALL COMMON OR 8d HOT DIPPED NAILS
Co W O.C. @ EDGES & 6" O.G.
MEET OR EXCEED APPLICABLE LOCAL CODES. (F_) 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" OSB or CDX "TREATED PLYWOOD i
FLOOR DECKING AS REQ. -I^
SECURE FLOOR DECKING
TO FLOOR JOIST W/10d NAILS / \1
Ca) 4" O.C. @ EOGFS I2" O.C. If
Cy INTERMEDIATE SUPPORTS
I �\
`-- SEE WALL DETAIL
4" o. c.
Typ.
24"
12" U. - � B4" 1 f ' 8'
t 1 D2"
120'
N_ TYP, WALL FRAMING PLAN
SCALE: :yfr .. 1'{1
SHEATHING GRADE 3/8"EZ PANEL
PJNLED W/8d NALS @r 3" O.C. (OP & BOT fOM
EDGE (TOP & BOTTOM OF OPENINGS) & G'O.C.
#4 Dar 3" FROM TOP & BOTTOM NOTE: @ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EZ PANEL USED FOR UPLIFT 2 X 4 SPF STUD @ 24" O.C.
4"CONCRETE & SHEAR CLIPS NO REQ.
EXCEPT @ OPENINGS 112' WEDGE ANCHOR BOLT 30,O.C. 8.1/2,LONG
(...or other approved fastener...)
6X5 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 ANGLED INTO FLOOR
SEE NU(E 4 FRAME, 1/2' FROM EDGE
- -- - - - i 6" To Sheathing
p -
12 Minimium
TYPICAL MONOLITHIC
SECTION ALLAROUND *** (1) Anchor Minimum On ***
SEE NOTE 1
,�--- 1211 Each Side Of Door Opening
MONOLITHIC CONCRETE SLAB DETAILCONCRETE 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 10
TOP PLATE W/SIMPSONS
H2.5 W/10.6d NAILS
OR EQUIV. FOR 415# _
UPLIFT OR SIMPSON
H1 W10.8d NAILS
FOR 490# UPLIFT
ONE ON EACH SIDE
OF RAFTERS
0) WALL SECTION
SCALE: 1/2 = IVY
FIBERGLASS SHINGLESSECURED
TO ROOF DECKING W/1 1/4" ROOF NAILS
- I -LAYER 15# FELT
_ 7/16"OSBROOF DECKING
SEE ROOF FRAMING DETAIL
2 x 4 SPF r-iAFTER
IX4 FASCIA BOARD
SECURE TRIM W/2-8d
NAILS @ EACH RAFTER
2 x 6 SPF DOUBLER
�- 2 x 4 SPF TOP PLATE .
SHEATHING GFIADE 3/6" EZ PANEL
BOARD NAILED W/8d NAILS @
•P, O.C. rope, BOTTOM
EDGE (TOP •,3, BOTTOM OF
/"- OPENINGS) & U'O.C.
C1 INTERMEUTATE SUPPORTS,
FOR WALL WITH DOOR
NAIL 2' o.c.
PLYWOOD USED FOR UPLIFT
& SHEAR CLIPS Nor REQ.
EXCEPT @ OPENINGS
�-- 2 x 4 SPF STUD 24" O.C. TYP.
i- 2 x 4 SPF BOTTOM PLATE
A
6"
24" \
3/rs" OSB or EZ PANEL Gusset
GLUED & NAILED WITH
(12) 1-1/2" NAILS
U
RAFTER SECTION
SCALE•. r - 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
ATTACHED TO FOUNDATION (OR BOND L
BEAM) W/ NAILS OR CONNECTORS OF o 0 0
SUFFICIENT CAPACITY TO RESIST THE
UPLIFT DEVELOPED IN "THE PLYWOOD SHEATHED WALLS. 3/4"
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 THEW WIDE GABLE
ONLY. ALL MATERIAL AND LABOR SFUU1
MEET OR EXCEED APPLICABLE LOCAL CODES.
1
2x 68PF LUU. 2/7
2x 4 UPFIDoulAer
4"
I
I + I
24° O.C. I I x •i PINE Cdlal So
I Typ.
J I I
3)S' WS or EZPANEt
V
2 x 45PF Pwr GLUED &NAILEDITH
Ip2j I-t/z'NAIIIa711
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
03.13 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
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"
I X4 COLLAR TIE
SECURE COLLAR TIES
TO RAF TERS W/4-18d
NAILS (2 NAILS EACH RAFTER)
EDGE ON JOIST
OUTSIDE PERIMETER
FLOOR PANEL TYP.
Y NAIL PATTERN
- 124"
T 6"
.i`-- 24"
.�G 72"
SECURE RAFTERS TO
TOP PLATE W/SIMPSONS
H2.5 W/10-4d 1-IYL'NALS
OR EQUIV. FOR 415#
UPLIFT OR SIMPSON
HI W10.4d 1-1l2"NALS
FOR 490# UPUFr
ONE ON EACH SIDE
OF RAFTERS
1 l a,
120'
AFTER SECTION
SGV.E:31V
NOTES:
1. Approved Shingles installed per rnanufactureS instructions, 6 nails
P ROOF FRAMING PLAN per shingle
j _ SCALE NV - V-(f 2. Dripedge must overlap 2" and nailed every 12" rrox,
3. H Clips are used between every rafter between the upper and lower
roof panels
d LA �'� W ,1r'� 111w fl 1r�� v Y p��uye�
IVI �s.J>1v•TT_ , I r{'� Bra4 �
/ SHEATHING GRADE 3/d" EZ PANEL
NOTE: - NAILED W/8d NAILS @ 3"O.C. TOP & BOTTOM
EZ PANEL @OPENIN
USED FOR UPLI EDGE (TOP & BOTTOM OF OPENINGS) & 6'O.C.
#4 Bar 3" FROM TOP & BOTTOM &SHEAR CUPS NOT RED.
GS @INTEHMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
EXCEPT
2X4P.r.JOISTS a IWO.C• 2X4SPF 3IUD@24"O.C. DESIGN CRITERIA:
2 X 4 SPF BOTTOM PLATE0 FFIC
WCONCREFE /
6X61OIL 0WIRE N Design Code: FBC 2001
OR FIBFAMFSH 3/4"THROUGH BOLT "OR" LAG SCREW
Wind Speed: 130 mph
4" COMPACTED SIMPSON #HD5A CONNECTOR SAND OR GRAVEL Exposure: Ex p . B SEE NOTE 4 5/8"or3/4" WEDGE ANCHOR BOLT ''/2'O.C.6.1/2'LONG
(...or other opprovcd faotenur.,,) Wind Importance Factor: 0.77
- - - - - -d- - - -'z 6" To Sheathing Internal Pressure Coefficient: 0.55
d a� Comp. & Cladding Design Pressure: 30 PSF
rr
12 Minimium MATERIALS:
TYPICAL MONOLITHIC SLAB Roof Sheathing:
SECTIONALLAR°UND I --- *** (1) Anchor Minimum On *** g' 7/16" Rated 24/0
SEE NOTE I !� 1211 �, Each Side Of Door Opening Wall Sheathing: 3/8" Siding Rated 24/0
1 On Gable Side of Building
WOOD FLOOR ON CONCRETE SLAB DETAIL
1 SCALE: V _ ,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"• To WHOM rr MY CONCERN:
Richard Kozlowicz, P.E. THIS STRUCTURE IS 1
OI-0" WIDE
3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE 7162 GLENBURINIELMJE DESIGNED IN CONFORMANCE*Marco
I
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE, CLARKS TON, MI-46348- WITH SECTION 1606 OF THE WOOD PRODUCTS GABLE
/�A B �� �T�/�C
(248) 625-3W32 20Ul FLORIDA BUILDING CODE STYLE
E
ANY DEVATIUN AND MODIFICATION (246) 620-4515 FAX FOR WIND LOADS. ANY Tr. F AGanES oY.GBY. ScottBroilfeldIS STRICTLY PROHIBITED. DEVIATION FROM THESE q�'�r,AO+ u Cr100 E. II Milo Road
FLORIDA REG. # 31659 PRO 1S 'z' :�!�R,..PLANS REQUIRES APPROVAL vlurron,MI 45091-4I01 eplsar, Cuy Huck Apol 12, 2005
OF'THE ENGINEER. As Noted (Two) 437.0761 3HLEI 1 of 1
AIR 10 2005 Depth Dirn. "A U-0" Base 1U-0" Base 12'4" 14'.0" J 16'-0"
Gable Style
10'-0" wide by:
(U-0" Side Walls ONLY)