HomeMy WebLinkAbout05-5121
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
PLUMBING PERMIT
5121
Permit Num er: 51 1
Permit Type: SEWERLlNE REPLACEMENT
Class of Work: SEWERLlNE REPLACEMENT
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost:
Date Issued: 11/10/2005
Total Fees: 41.00
Amount Paid: 41.00
Date Paid: 11/10/2005
Work Desc: SEWER LINE REPLACEMENT
Address: 5904 7TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot{s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: MARION SMITH FLORIST
Address: 5904 7TH ST
ZEPHYRHILLS, FL. 33542
Phone:
\.
\
FINAL
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-five dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
ALL PLU BING SHALL REMAIN EXPOSED PRIOR TO INSPECTION
~-~
TRACTOR PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
.,
DATE RECE IVED
PHONE CONTACT FOR PERMITTING
OWNER'S NAME (J10;fl O~ fLo r:z.. (Sf
JOB ADDRESS ,590,/. 7 'Tit , S-7'
PHONE
------- ,
2-da /j
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL 10 #
WORK PROPSED: ONEW CONSTRUCTION
o ADDITION
(OBTAIN FROM PROPERTY TAX NOTICE)
~TERATION ~ 0 INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
fo/{#&L S6w6/- L)A/E'
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
~~MBING
o MECHANICAL
AMP SERVICE
o Progress Energy 0
W.R.E.C.
$
~
;;J ~S 0 "'-
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
STATE CERT OR REGIST # Ck bJS? II (i. Y
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ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
************************************************************
PLUMBER
COMPANY~;) S6,J!(/(c"1f ~L#-7<<-,
STATE CERT OR REGIST # Ck- 05r7Y'1L-(
,
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibilit~ for
compliance with a~y applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for 'a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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 N ICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOT OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
acknowledged
20_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
20
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type
and whoD did 0 did not
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [kiid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~
'" "" ""rTr '" '" 1M
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CD GABLE ELEVAT!ON wI TRIM OP~~~~"!1
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ED GABLE ELEVATION with DOOR ~.~~~T
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, 10' WIDE GABLE
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC.
f
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512' Max. To Fi,"S1
Helix Anchor -
Screwed Irto Roor Joist
F-t4' -~
ff "AILEDW,6dNAcSw:rOC OrlALl.SEAMS~TOP~
eOTTOY EDGE (TO? & SOTTOM Of OPEN 'KiS) ~ U OC
1/.. RJ~WAU.wfDOORO~Wlf~OON .~l.Ajl3'OC ON
EOO ES Of OPWINO & INTEP~<fDAT'E SUPPORTS
Uppcu Rooi P....'"
414x3-1/4.Gcb'.T~ ~
:z)( .( SPf Ci,bl, o..-oct,(F\g
~i"lC;)...'f;?, Ci.:t:i.Trm
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y~~ // r
III~, 104f
~~ I ~ vv I
~ l/~ vV 71f
,
~~
3J4" tIc OIOO'{. E..,d c~
4(4. 't. 3-\!2" HOfilQ(1\:l Oocx R.."'Il
-(
4/.)( 3. Ill' v.(tf~ ex. Trim
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414x3-'i?C~dui
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4;. x 3-1,17 CaTa..T~
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----'
J
. J= 31f -.r- 31r -f
~
120'
CD GABLE ELEVATION wI TRIM OP~J.9~.~2
- --:::.
------
~ - -
- -- - - - - - - -
- - - - - - - - ----
---- - _.._--
- ---- - - -_.-
----------
--_._-----
-=- - -- - -:..-.. - - --:'---=- - -.....:-1
---
~I ~~
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CD
I
t ~ 31f -t- 3lf -f 1
EAVE ELEVATION with DOOR CENTERED
EiCAlE 1/4'.. \'(1
------
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1----
1-----:..;
----....;: -------:'---=-.::----------::
- -- -.-- - -- ---=-1
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1 t= 3lt
CD EAVE ELEVATION with DOOR 9!~~~T
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1
31f-f
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---
"
2.4 P,T, BOND BOAP.D (TYP)...
/ SECURE BOND@CORNERS
W!3-16d NM..S
/
/ 2x4 P.T, JOiSTS@J 1 6"O,C, (TYP)..,
SECURE JOiST TO BOX Sill.
W!2-16d NAILS @ EACH JOIST
4)(4 P.T, RUNNERS (TYP)".
TOE NAIL FLOO~ JOIST TO RUNNERS
W/2,12d NAIlS@JEACHJCIST/RUNNER
IN T E RS ECTION
i \
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1/"
-, //',
-""""'- "'-
7\
;' 1\ // /
//!\ 7
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\/ ; \.v
5(8' OSB OR COX 'ffiEATED P\..WICXJO
SECURE FLOOR DECKING
TO FLOOR JO'oST
W led NAILS @J 6" O. C.
@ EDGES &. 1 z: O,C,
@ INTERMEDIATE SUPPORTS
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(1) FLOOR F~~~~1~9
5!8' OS8 0' cox TREATED P\..WICOO
FLOOR DEC>:
SECURE FlOOil DECKl~
TO Floo~ JOIST
W;8<J NAiLS @ !l' OC,
@EDGES801Z'OC,
@INlERMEDIATES\.lPPO?,lS
2.4 P,T, JOIST@ WOC.
SECURE JOIST TO BOND BOARD
Wi2.16d NAILS @EACHJOIST
~
~
"
4 X 4 p, T, RUNNE.'1S
TOE NAIL flOOR JOIST
TO RUNNEHS W/2.12d
NAILS @ EACH JOlSTI
RUNNER INTEHSEC nON
PRESSURE TREATED WCXJO SHiVS
FOR lEVEW>lG \\'HEN NECESSARY
"111111811J,rr
-==111 I .
jlll~!
4' X 8' X , 5' SOUD CONC. 8lO:::K
@ 7Z' O,C, (TY?) @ EACH SKID
/[%
~/
./
SHEATHING GRADE 3i8" EZ PA\iEl
NAILED w;ad NAILS@3'OC,ONALLSEAMS80TOP&.
BOTTOM EDGE (TOP 80 BOnOM OF OPEN:NQS) 80 6" O.C.
@ INTERMEDIATE SUPPORTS. \f~ SHEARWALL VALvE)
ZX 4SPF STUD@24'OC,
Z )( 4 S PF BOTTOM PlATE
2' NAILS EVER'! :)"
ANGLED INTO FLOOR
FRA'-'E. II? FROM EDGE
l/Z' X 2.112" LAG SCREW INTO FLOOR JOIST
WI2'X2"XlIS" FENDER WASHER
2 x 4 P.T, BOND BOMD
-=-N
lXJ
/
30" SINGLE HElIX ANCHOR
MOOEl MTE-30 AS MFD,
6Y nEDCWN ENGINEER, A TIANT A GA
WITH IN 24" +/- OF CORNERS 80 7Z' +/. O.C, MAX.
OR AS REOU!ilEO BY lOCAL COOE
30 DEGREES TO VERTICAL IN 11115 PLANE (TYP)
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NOTES:
1, WHEN MONOLITHIC SLAB IS USED, THIS
FLOOR FRAMING IS NOT REQUIRED
2. ALL MA TERlALS 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 MODIFICATlON
IS STRICTLY PROHIBITED
5. IN THE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
PRODUCTS, INC,
CD WOOD FLOOR FOOTING ~!~~L
NOTE:
F~ EXTERIOR WAllS GREA TEA
THAN 15 ftAlWISE BLOCKlN<3 REQ~ @ PANEl
JOINTS, SECURE BlOCKJ~ 1'1.'2-16<1 NAIlS
EACH END, PANEL JOiNT IN CENTER 1.13 Of WALL
r
2><4/ 2x6 DOUBLERS" r:J.
~ AnACHED TO TOP PlATE _ ~ 1048
USING 16<1 NAILS@12"0.C.
ON All FOUR (4} WAllS TYP, 72"
F18tROlASS SHI~,GLES
SECURE SHINGLES ro ROOF 9. /
DECKlIlG wi (511.1,... r:.<i.V. AQOfINO t<Ar..9 /
~IQ' ose or n PAHaG=o\
OLUEO r. NAiLED ~
(121 'r I<Ai\.8@3'OC.
I
211: 4 SPF atOl. C<:xv1ectct
2ll. . SPF 00ubl..
2'( 4 SPF TOp ~.r:.
2.4SPF_
2 . e SPF [Xo.;!:Ior
/
---L-:J.~t;T --
:7"_---..::-::..::-_8 ap yp.:,::
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lcv..( ROQ~P.Yl"O
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~ - -=- - - - - - - --:...:-:----=-
-. ..
4i4J(3.\i4'Coo-,<<T~ ~
D.or H;r,d. ~
3iQ'lhl<~IToo.S!:it'g-
:lilT ose 01 EZPA>iElGu~
OWED & tlNLED WTT'H
(12) 'r I<A!LS@3'O.C.
2 lC " SPF Ollb:. Cc;nr,edl;:J'
I x4 S?FCot'..1it
2x4SPF Bt.Jil\Vprrack~
wj3,:8" PaMI Fire' CtnT", Nn~ed
Info Top Pl'at'll'slng (2) 1Ctt:J N.llI:s
t~h Nar~d Inta ~..lr.ing
(;?} tOd3' N.!seotd'l
2. 4 SPf!1a.'lor
2 x .. S-PF Dctb'iW
2x" SPF Top ~n
Roll Up QQOI Ii ac~ Md br;d<.ft ~~:f
r!$~.redusing (5) 1(4"-10lC j'lPQ:;alM'l
2. 4SPF~d
2)( .. $PF Bott::m p.~
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1
2.4SPfDol1= Pi"" ~ l'-
2STUDSTYP,@ ~ "'-
CORNERS EAC1WIAY '"
2)(.. SPFS\Jd
4f
71f
J
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1,
1
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--'
54"
120'
J
CD EAVE ELEVATION w/~,9?"R
CD GABLE FRAMING with DOOR CE~~:~.~P
"
.>~
V
# 4 Bar 3" FROM TOP 80 BOTTOM
4'CONCRETE
6X6 10110 WIRE MESH
OR FiBERMESH
.' CO~&'ACTED
SAND OR GRAVEl
SEE NOTE 4
I
I
"'I
2.~ SPF Htodor
Top p(ilt. fs r.moved OJ1d ~iI!t?d'1td
on toP at held"" Th~. Is ~'. b'
non"{o;ld bfaling wal'~,
:1<'1 2>9 ~Clb'",
Af"",hod To T'Il Pi.,.
U,lng 1 tld N.r. ~ 12' 0 0.
On Ail Four (') WIi'. T>'P.
~
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~it- ~
~~
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104"
Simpson LSTA9
Stud 10 Top Plaia wi\h
(8) 4d Go!v, l-1/Z' Joiol Not""
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NOTE;
ROLL-UP OOOR TO BE
INSTAllED PER JANUS
INTERNATIONALCOi'iP.
INS TRUC nONS fOR 111E 750
SER'ES DOOR
..,-,.. i ~
wlB-4d 1.1/2'Gaf'{,J~;1,Na~s ~
Or (qu" F.. Up Tolr35, Upldt "
-.....
68"
v
/
Doubl.d 2. 4 SPl' 5\Jd
CD
t 120' t
GABLE FRAMING with DOOR ~~~~T CD
;;;:;;;
,-
'1
-~l
1
EAVE FRAMING with DOOR CENTERED
A
;;;
1"--
1
CD
,}
EAVE FRAMING with DOOR OFFSET
A
NOTE:
1, THIS WALL PLAN IS GOOD FOR lliE 10' WIDE GAELE
ONLY. ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES,
~Il
I
I r LINE OF OVERHANG FROM 2 x 8 OOUBlEl1
1/
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II
II
II
1/
A
5/S' OSS 01 CDX TREATED PlWI~
FLOOR DECKIN<3 AS REO.
SECURE FLOOR DECKI~
~TO FLooil JOiST 1'1/100 NAILS
@4'OC,@EDGES12'0.C.
@ INTERMEDIATE SUPPORTS
I
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......
....---
.....
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12' -f- 15" -if '.
"
"
"
"
II II I
I /
54" 1\ ,/ .f- 15" -+ sf
/
I \ / ~
I \ /
I \ /
116f ,/
120"
CD TYP. WALL FRAMIN~E~~~
NOTE:
EZ PANEL USED FOR Uf1JfT
&. SHEA? CLIPS NOT REO.
EXCEPT @ OPENiNGS
~
SHEATHING GRADE 3i8"EZPANa
NAILED W/8<J NAILS @ 3' O.C, TOP & BOTTOM
EDGE (TOP 80 BOTTOM OF OPENINGS) 80 6"O.C,
@INTERMEDIATESUPPORTS, (FOR SHEMWALL VALUE)
2X 4 SPF STUD@24'0.C,
1/2" WEDGE ANCHOR BOLT 'J(]' OC, ~li2"lONG
(".or ou'or opproYed fasten",,,,)
/
~~ ~
""'~ ~~
, ~' , '~' "~ I' '
:... - ~ --. :-:,-t:..- ,- - - ,';;?, --.... 6" To Sheathing
b. ' , b.." , .. b, ' \, _ . _
~:,:'r:"" ,.:;:':i"'')ol,~..~~,:,~.~, \ ' ,\ ~'~IIIIIII!~lIT[rW.
,J,; I'.,.. f~'. \." . ,..~,~ ", ".f'~... I
'~"i~',;.,,J,:.:.;,,,,,.:,,,;,:,,,,'l';""':~':;, \ I - - I I
I ~IIIII~ "', . 1111'
,dill J" ~.tlIl\' '/ 11'12"M".
-. ".~ /. ~ Inlmlum
(lo-_
TYPICAL MONOUTH'C SlAB - /); J
SECTiON ALLAF\()(;ND "
SEE NOTE 1 ~ 12" --f
2 X 4 SPF BOTTOM PlAre
2X4 P,T, SILL PLATE
2' NAlLS EVERY 3'
ANGLED INTO FlOOil
fRAME. 11Z' FROM EDGE
"
*** (1) Anchor Minimum On ***
Each Side Of Door Opening
CD MONOLITHIC CONCRETE SLAB ~!!~~L
NOTE:
SECURE ROCI' DECKI~ Wi8d
COMMO~ ~ 8d HOT DiPPED NAILS
@ 3'OC, @ EDGES & O' OC,
@ INlERMEO\A1E SUPPORTS
or
~
(
I
l~
~
I
-I.
: '~
l/~I
-I
8 "'"",LDm,
il 24"oc.
I Typ-
H
I 24'
~J
'IX4 COllAR TIE
!SECURE COUM nES
no RAFTERS W/4-1Gd
t NAILS (2 NAILS EACH RAFTER)
"-
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,
M6 A.S,. 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.
==
1 x" PINE Cd':iW'It.
~:IT ose or El PAtlEl av.-....
GLUED & NAll.EO WITH
(1~ 1'1/'rIWLS
2x04SPFRiJ:!".er ~
h8SPFOc<.it/nr
2 x... SPFTop ~~
~
2 . 4 SPF StJd
~
2)C'" SPF 8ct1rm Pl'n
"
ANCHORS 'J(]' O.C.
AS REQO
ANC HORS 7Z' 0 C,
~
J U
CD
A
I
Simpson H20
Raftar 10 Slud vrf
(to) 4d HIa'GaV Jolsl Nan.
HZ.5
~~
J<.. :Woc +- 24' J
'1 Typ. ']
1,~t
I
71f
J
I J
EAVE FRAMING wlo DOOR
SCALE. 1/.... 1'.()'
518" x :!' x 7Z' HEADER APPLIED TO INSIOE
OF BVlLOi~ CONNECTING TOP A\iD
BOTTOM PU. TE ABOVE DOOf\ OPENi~
WHEN DOOR IS INSTALLED ON EAVE sloe
/
~
;==
7~
J
t 1 1~~ I k
INTERIOR VIEW OF ROLL.UP DOOR
CD FRAMING & TRACK INSTAL~~~?,~
~~
.~
Simpson SP4
w/f}4d 1-1/Z'Galv,JoIslNof-s"
O. Equlv, 1'01' Up To 735# UplJf1 '\
SCoAJ.E. 1:'-.1'..0'
FIBERGlASS SHINGlES SECURED
TO ROOF DECKING 1'.'/1 1/4' ROOF NAIlS
, ,LAYER 1&# FElT
,~
'\..
7/16" O5B ROCI' DECKING
SEE ROOF FRAMiNG DETAIL
2 . 4 SPF RAFTER
, r
1X4 FASCIA BOMD
SECURE mlM WIHld
NAlLS@ EACH RAFTER
.~M
SECURE RAFTERS TO
TOP PLATE WISIMPSONS i""- "'---
H2.5WlI0-6dNAJlS ' ""-
OR EQUIV, fOR 41S"
UPUFT ~ S :MPSON
H1 W,o-8d NMS
FOR 400# (;PUFT
ONE ON EACH SIDE
OF RAFTERS
2 x 8 SPF DOUBl.ER
2 X 4 SPf TOP PlATE
SHC..ATHN3 GMDE 3/6" EZ PAM:L
BOARD NAILED WI8d NAilS @
3' D.C. TOP & BOnOM
EDGE (TCP 80 BonOMOF
V OPENIN3S) 8offO C.
@ l'{fERMEDV\TE SU'POffiS.
FOR IV ALlI'iITH DOOR
NAIL 2' 0 e.
PLYWOOD USED FOil UPUFT
80 SHEAR CUPS NOT REO,
EXCEPT @ OPENINGS
/ 2 x 4 SPF STUD 24' O,C, TY!',
I ~ 2. 4 SPF OOnOM PlATE
.=
(f) WALL S~~~I?<7N
NOT E: -.....-^ ,-
EZ PANEl US ED f~ UPIJFT
& SHEAR CliPS NOT REO. /
#4 Ba.3" FROM TOP 80 BOTTOM ~CEPT @O?ENINGS
2x4P.T,JOISTS@I5'OC. ~ /
4' CONCRETE ~ '" /
6X6 10/10 WIRE MESH ~ ""
::~:A::: ~" ,,~ " :xib(
SAND OR GRAVEl ~"'" "'1.
SEE NOTE 4 I I~ ~ '" IX!. i (...
~ - ...:.~-. ~-i>-"':" - -'~~.....;,
b. ' "'\.,,, , . bI-....' " b~ ''I
~,;';>,':~;::,~'i.~':~,>>\~'~~ \' . , (~
r; ,; ,,'" ...'"", . ", '~~,7',,\ \
,."'-..'."...:.' ',.., ~~'I;I~ ~: 't>@/' ~
'I:; 1>---
mICAl MONO\JTH!C SVd . /);
SECTION ALL AROUNO
SEE NOTE 1
~ 12" --f
6'>< 24' 318" 056 or EZPA'IElGUSSET
DP, BOTH SIDES AS SHOW'N
~
"' Door on eevQ woM
"-- H2,S v.1Q b. um
above I~a door.~
(9) 4d Galv, 1-1}Z' Joist Nails
~
SCML: 1[4". t'J.1
..l~
..L
h
iP-- 3/8'
H
~
J ~
_L _ _ _ _
... 0 0 0
L 3/4"
SINGLE NAIL EDGE SPACING
.
~
~.I~
.~S'
. .
. .
.
.
.
.
.
.
24"
3/8" OSS or EZ PANEL Gusset
GLUED & NAILED WITH
(12) 1-1!2'NAILS
CD RAFTER S~~~!?"N
WALL CONSTRUCTION NOTES:
1. PLYWOOD PANELS SHALL BE INSTALLED
WI FACE GRAIN PARALLEL TO SlUDS,
2. ALL HaRZ, JOINTS SHALL OCCUR OVER
FRAMING. FlATWISE BLOCKlNG SHALL
BE USED AT ALL HORZ, PANELJOINTS,
3, PANELS SHALL BE ATTACHED TO BOTTOM
PLATES 8. TOP PLATES,
LOWEST PLATE SHALL BE
ATTACHED TO FOUNDATION (OR BOND
BEAM) WI NAiLS OR CONNECTORS OF
SUFFICIENT CAPACItY TO RESIST THE
UPLIFT DEVELOPED IN THE PLYWOOD
SHEATHED WALLS,
4. WHERE WINDOWS 8. DOORS INTERUPT
PLYWOOD SHEATHING, FRAMING ANCHORS
OR CONNECTORS SHALL BE USED TO
RESIST THE APPROPRIATE UPUFT LOADS.
3'Typ.
, 5"
,-C Typ,
")<-
.,r.f- 3-ryp
C!D
WALL PANEL TYP.
NAIL PATTERN
NOTE:
1, THIS WALL PLAN IS GOOD FOR 111E10' WIOE GABLE
ONLY, ALL MATERlAL AND LABOR SHAll
'-'EET OR EXCEED APPlICABLE LOCAL CooES,
=,
..
I
2'~SPf~!;" ..-/
I
!/
I
"h 2.5SPFOc<.it/..
24"
I
i
I
I
""-- 1.4 PINE Cd4n.
i
24' DO.
Typ,
A
I
I
~ 2.4SPFR.:&r
I
:l,1J W8 or EZ PAll I Gu""
~ GLUm & I1Nlf~1TH
(1211.1,'2'IW.jl
I
*** (1) Anchor Minimum On ***
Each Side Of Door Opening b
On Gable Side of Building
NOTES "JJ wJ-mcr 1 . , 05
1, ALL MATERIALS AND LABOR SHALL MEET OR - ~
EXCEED APPLICABLE LOCAL CODES, Richard Kozlowicz, P.E,
2, UNLESS OTHERWISE SPECIFIED OR SURPERSEDED 7162 GLENBURIN:e lANE
BY APPLICABLE LOCAL CODES, MATERIAL TO BE CLAflKSTON. MI -48348-
3000 PSI CONCRETE, A615 GRADE 60 REBAR. (2J~~~~.;s~AX
A36 A.B" MIN, REBAR LAP = 20'.
FLORIDA REG. #31559
t
',LL \VORK ~HALL Cv.,1(L Y WITH ALL
i'iU: V AlL1"\JG CODES, FLORIDA BUILDING
CODE. NA 110NAL ELECTRlC CODE MT
cn'Y OF ZEPHYRJ UUS ORDINAJ'\\F"
/111'/ p~ /;>>JTb"
SHEATHiNG GRADE 3/8' EZ PANEl
NAlLEOWf8<J NAlLS@3"OC, TOP&. BOTTOM
EDGE (TOP &. BOTTOM OF OPENINGS) 8.!l' O.C,
@ INTERMEDIATE SUPPORTS, (FORSHEARWALL VAlUE)
2 X 4 SPF STUD @ 24" O.C,
2)( 4 SPF BOTTOM PlA IE
3I4'111ROUGH BOlT "OR" lAGSCREW
SIMPSON #HDSA CONNECTOil
5i8" 0' 3/4" WEDGE ANCHOR BOlT 72'0.C. e.l/2"LONG
(".or 0\11", epp'O"/ed laslQner".)
..
...
6" To Sheathing
"111f1W
111'
120 Minimium
J
"
(J) WOOD FLOOR ON CONCRETE SLAB ~T~lL
:
r
I
1
i
...........
v= 7/IUWBAOOfPANEl. I
I I
,
I
NOTE: V
EZPANELUSEOFORUP\..lfT -0
80 SHEAR CLIPS NOT REO.
EXCEPT@ OPENI.NGS
I
I
I
124'
CD ROOF FRAMIN~E~~~
3, n-llS MONOLITHIC SLAB IS DESIGNED FOR THE
MARCO WOOD PRODUCTS, INC 10' WIDE GABLE,
ANY DEVATION AND MODIFICATlON
IS STRICTLY PROHIBITED,
Depth Dim. "A'
Gable Style
10'-0' wide by:
(6'~" Side Walls ONLY)
NOTES:
1, THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTlON 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 SPECIFICAnONS,
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 f.S MANUFACTURED
BY LOUISIANA-PACIFIC COMPANY, PORTLA.ND, OR,
4, THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATlON
EDGE ON JOIST
l' }- S'Typ
+-
J
+-"
J'
ex:
~,
:a ,
ii
lJJ
Q. ,
lJJ
Cl "
en
5 .
o
t ~y~. -i
"S'Ty?
CD
ROOF PANEL TYP.
NAIL PATTERN
OUTSIDE PERIMETER
FLOOR PANEL TYP,
CD NAIL PATTERN
NOTE
ALL \iVlNDOWS ARE ENGINEERED TO BE
INSTALLED BElWEEN 24"O,C, STUDS "ONLY"
VVHICH REQUIRES NO ADDITIONAL
STRUCTURAL FRAMING
NAIL SIDING WITH 2" NAILS EVERY 3" AROUND
THE VVlNDOW CUT OUT
SECURE ROOF DECKING Wi8d
COMMON OR ad HOT DIPPED NAILS
@ 8' O.C. @ EDGES 80 O' O.C,
@ INTERMEDiATE SUPPORTS
80 4' o,c, @ GABLE ENO WALlS
I OR GABLE TRUSSES
24"
-1
~~~ ~"
~24"--t~~
! ~-~ 72' ~~
~ ~ 1 1 ~ ~
~~ SECURE RAFTffiS TO !2 ~
TOP PLATE W,SiMPSONS /
H2.5 1'1/1 O.4d 1-1,12" NftJLS
OR EQ'Jr/, FOR 4tS"
UPlIFT OR S:MPSON
HI Wl0.4d \.1to2"NA:LS
FOR 490# UPUfT
1 ! ONE ON EACH SIDE
OF RAFTEHS
113'
120'
Jl
C) RAFTE R S~2~?"N
-r
, X4 COLlAR TiE
SECURE COUA'\ TIES
TO RAFTERS 1'114.16<1
NAILS (2 NAILS EACH RAFTER)
t
-.....
NOTES:
1, Approved Shingles installed per manufactures instructions, 6 nails
per shIngle
2. Dripcoge must overlap 2" and nailed every 12' max,
3, H clips aro used bermen overy rafter between the upper and lower
roof panels
DESIGN CRITERIA:
Design Code:
Wind Speed:
Exposure:
Wind Importance Factor:
Internal Pressure Coefficient:
Compo & Cladding Design Pressure:
Roof Live Load
Floor Live Load
FBC 2004 @
130 m p h
Exp,S
O,87@
0.55
30 PSF
36 PSF @
30 PSF
MA TERIALS:
Roof Sheathing:
Wall Sheathing:
7/1611 Rated 24/0
3/8" Siding Rated 24/0
A
Was 2001 FBC and Sect. 1606 for wind losd. Was ,77
importarlce factor, Added roof & floor live loads,
10-11-05
RXM
@
Rev,
Date
By
Revision
TO WHOM IT MY CONCERN
THIS STRUCTURE IS
DESIGNED IN CONFORMANCE
WITH SECTION 1609 Of THE
2004 flORIDA BUILD:NG CODE
FOR W1ND lOADS. ANY
DEViA 110N FROM 111 ESE
PlANS REQUIRES APPROVAL
OF THE ENGINEER
~M!!~~
HA~l/lY~:i '-"~w.'( "u(l('(l,kO "II:
~8ob\fl'S ~ L]~!"?:',..! D
101-0" WIDE
GABLE STYLE
~~"T.SS
C400 E. I I ~"'" Ao.d
WlI.l'ltt'l, MI 4;0091~I01
""',...
Scott a,eilfald
R x Me..:..
L r<< f\1o, ~'<JI
Oct. 11,2005
HE! 1 of 1
rot'H,'f
"'" As Noted
16'-0"
{OC(l)-4J7.0~
8'.0' Base
1 O'.On Base
12'-0'
14'-0"
18'-0"