HomeMy WebLinkAbout07-6833
,//
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6833
Permit Number: 6833
Permit Type: ACCESSORY BLDG.
Class of Work: SHED INSTAllATION
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
2,450.00
7/06/2007
67.50
67.50
7/06/2007 Phone: 813546-2216
INSTALLATION OF PREFAB WOOD SHED 10 X 16
Address: 5624 MUSE C
ZEPHYRHlllS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: SUNSET ESTATES
Parcel Number: 12-26-21-0310-00000-0870
FmJzd
~ 1/(b 1
SHEATHING
FINAL
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: 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 water management, state agencies or federal agencies.
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. "
NO OCCUPANCY BEFORE C.O.
~ ~~i:NATURE t'~M~
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
(ffi)TUFF SHED.
Storage Buildings, Garages & Carporls
1777 S. Harrison Street, Suite 600 · Denver, CO 80210
office: 303-753- TUFF · facsimile: 303-782-5027
July 3,2007
REGIONAL BUILDING DEPARTMENT
RE: City of Zephyrhills
RE: Building Permits for Tuff Shed, Inc.
The following personnel are a list of employees authorized to obtain any building
permits necessary for Tuff Shed, Inc.
Craig Kirk
Robert Randolph
Tuff Shed, Inc. Contractors license number is CBC1253645 expires 8/31/2008.
ST ATE OF COLORADO )
) ss.
City & County of Denver )
("/~
Subscribed and sworn to me before a Notary Public this ,--1 day of
JfiL)/ ,200 7- ,by 7~ /;( u /?(" V
commGonNumber: --?t:'''.2 "7',1 fJ / j ~ /'
My Commission Expires:
11/22/ /o/tJ
(' /
- -
- -
~:///~~/)~1~ L~
Notary-P6hlic C
CHRISTINA BARTElMEV
Notary Public
State of Colorado
~ ~
www.tuffshed.com
Owner's Address
Fee Simple Titleholder Namel
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
813-780-0020
Date Received
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
JOB ADDRESS
Fee Simple Titleholder Address I
I 5eo d'-l M 01i-e.. {~
16()(')"beA- ~6-\;a...~-e~'~ ?.
LOT #
I ~7
CZJ
2e.~~iT'),\~\\~ \='L "305"1..1 d.
I PARCELlD#1 \~-J.(o J~i-b'310-0000c - 0'070
(OBTAINED FROM PROPERTY TAX NOTICE)
D NEW CONSTR D ADD/ALT D SIGN 0 MOVE D
[XI INSTALL D REPAIR
PROPOSED USE D SFR D COMM D OTHER
TYPE OF CONSTRUCTION D BLOCK D FRAME D STEEL 0
DESCRIPTION OF WORK I \ 0 )( ~ C, (..-~~<'l. ~ ~o09~keL) ~ fj'xi"fbc'-
J 0 X 10:J I SQ FOOTAGE I I (gO I HEIGHT I \',;) I 4 I(
TrITTlll1 , IIIIII . , I III , r , . 111 . . III 1 IIIIII , , I P . II11III 11111111 , I III , , , III , II , IIII , I IIII 11111111 . IIII , I . I III1I 1 I III 1 , II , I III 1 II II P II III , IIII11I I1II I
1$ 2150 . rJ7) I
D ELECTRICAL 1$ I
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS D ROOFING D SPECIALTY D OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111111111
I \uU 5k&)~G .
I Y / N I FEE CURRENT I Y / N I
License # k8G 1;;150 G, L/~
SUBDIVISION
WORK PROPOSED
DEMOLISH
OTHER I
~ \1e.e.9
BUILDING SIZE
BUILDING
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D
PROGRESS ENERGY
D
WR.E.C,
VALUATION OF MECHANICAL INSTALLATION
k~~~
.$z-o,c/l) _.k
Slr~
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Y / N FEE CURRENT
License #
Y / N FEE CURRENT
License #
Y/ N FEE CURRENT
License #
Y/ N FEE CURRENT
Y/N
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
COMPANY
REGISTERED
MECHANICAL
SIGNATURE
Y/N
Address
COMPANY
REGISTERED
OTHER
SIGNATURE
Y/N
Address
111111111111111
RESIDENTIAL
License #
111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I111111111111111111
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
Attach (3) sets of Building Plans; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stormwater Pians w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
COMMERCIAL
SIGN PERMIT
Di~~~ti~~~': ' , . . . . , , , , , . . , , , . , , , , . , , , , . . . , , . , . . , , . , . , , , . , , . . , , , , , . . , , . . . . , , , , , . , , , . , . , , , . , , , , , . . , , , , , , , , , . . , , , , . , , , , . . , . , , , , , . , , . , , , , , , , . , , , . , , . , . ,
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A1C upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (Plot/Survey/Footage)
Driveways-Not over Counter if on public roadwaysuneeds ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify 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.
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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government 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 Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater 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.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proce?d with the work a~d not as authori~y ~o viol~t~, 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced.. An extension
may be requested, in writing, from the Building Officia~ for a period not t~ exceed nin~ty (,90) da~s and Will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the\Job IS 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 NOTICE OF COMMENCEMENT.
~
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or haslhave produced
as identification.
CONTRACTOR
Subscribed and swo (or , r~~ b~ me this
'7-3-D7 by ~\~ \""
Who Is/are personally known to e or has/have produced
C..'co~ as identification.
Notary Public
~G~.~
Co issio o.~
",'if.'.'.t~~~< JACQUELINE BOGES
;':jji Commi!:!:inq D~21833
Name of Notai1:1 0" h }:dit,..~ r 12, 2010
"II. ,I'" Bonded Thru TroV Fain Insurance 800-385-7019
Notary Public
Commission No.
Name of Notary typed. printed or stamped
r.;
~~ - Ol'il
g ~~gr::JlIl:ri
""-t~ Oci1JZlOlfIJ::;;O
:;;l;:;:IOl[IJE-::a!;;j
C\!C) ~ Ol'ill>:: I'il
S'z~8~~~U)
G~ 2S",,,, .~",I'ilI'il@IOl:Ilfj
E-::>~I>::I>::::>~E-t:
~~ ~ J,~ ~1--~ ~cn<Of;L.~ tlJE-:<
rzl9..!D :3~b:iIZ..OZOt>~
O:::E--, 1Il__ O~l'ilfj"''''~<E-
~ _ N
~~S '-l ~~~ >-iO'E-f!3[jfilor..~
U 55zZ 1Il\o~~~E-Z~G
t.1 IOl."ZO g", U
",C) 1'1- - fIJ~~1l.1Il ~O<
C\!~ f:l~~~ ~~rz..&sS~ E--A
C) a:I:I:OO ~@cool>::~~fIJ5~
<u..qo"'lt' z&:"'>-~"'E-E-e;)::J
.~ E-
~V:J ~i:!ION o Z~Zl>::<~IIl::>
p::a~~ >-50Q",0i:!E-~r..
E--,~ ::>Z...-4N ~e::IOlS~ujZl>::"'<
Uf:l........ N
CO g;E=~og;~oo-~
C\!~ 2gg E- "'l:l~IIl>-iO'r::JI'ilf;;1Il
0 >-'" :Il~1"'8:>1Ol
""-t ~.,;.,; o-l !;;j~~51>::~:Il!::1>::1'il
....... 0::> I ::>en
lOlo-li'5en"'E-r;0"'9
~~~ ~ S<!;;j",,,,:1:o,,,enu
lZl D _~ --(I)
l5 I'il gfjfiliSiSii:~iSiSQ
~ UUU .-1NM ~ ..p
co
CO
E-
O
o-l
g
CO
.~
CO
C')
.......
E-<
~U
~;;3
01
U""
'"
Iill
[j]"'"
~8
:::!l
.........
:::!l
~
1'-
o
. c.-:, 52
to::I
o Z
~<
rfl5
-:..
'"
"0
.,;
Co
'-z
"'3
elll.
r..
I
..................
....:10-.
~~
:"peo
_N~
~
~
>
~
~
UJ
[i,
o
&'2
'-' '-'
":.:r"N
co to
.......~ . .
to to to to
mml:g:g
~~~
l>::Z
~~ ~~
;:;: o~
U~ U~
r.. iO'::>
en",
CO
CO
E-
O
o-l
f--;
<C
~
0-,
1'1
Z
<
",-<Ii
E-t(J)S
jl'ill>::
p..o9
<r..
l>::p..
~<<i~
~:s
00
N~tJ
. 0
OE-U
Zj~
enp..1l.
~zr..
<~O
--&;1'1 en
ZI'ilI'ilIOl
9 lOll>::
E-E-l>::o
r=~8~
l:lSfi'll>::
~lZIrz..U
1'1 r--O iil
:;;lcor::J::>
OE-"'Il.
"'0:1: _
~...:If-l"'l:t'
N
:"0
!;;jz
~gJ
gE
1Il'"
'"
is!;.]
::>en
&is
'"
I'il
I>::
::>
E-
< .
Z~
~I'il "
~Jl. ~
enJl.
o~ ~
Z ~
<0 ~
:;;J~ ~ ~
I'ill>:: ~ s:
fIlo r.; !:!
0>-
I'il~ I~m~~ ~
fIlll::
~~ i;~s~~
....10
~r.1 !~~~g~;
~fIl
oZ ~i:I!I~
~r.1
Il::u
0::1
r.1< ~~~~~~~
150 hlii~~ .
5~
o~ :A~ II~
15< I ~~I~mj ~
~r... ~~ !i~ ~~
00 :I:II~~~
~ ~ ~~o~8l;;.
E-
o
Z
...
c
"l
"
~
~
(,j
~
n. ~ ~
,..,; ~ OJ...
~ ., I
~~"':.: ~
~ ~~~ ~ ~
~ ~~~ ~ 7
~~l\ir.; ~ ~
~-'''';:j ::-.
~~~ ~ ~
~~.,~; ~
:::s ~ ~
"-4 ,,~
~
~
~
~
~
I ~ I
m 'e!~ ~
~ E ~ I WO
..... ihi h~~
u.. .. . . I . . I .'
~ ~~~~:dlClllffil.I8IP.~~
~ II
i I~;c ~ll
~~!!:lI:~!~~J
~Iidl;:;i~~ ~ IIII
~~ii2~~~t~g!~gi~~
-_....,. ." I....' ._~.-
'. "
----"._---..._~---~"-',---~--"" ,". ..' ,-,
City of Zephyrhills
BUILDING PLAN REVIEW COM1ffiNTS
. Date Received:
. ,
,
Tl(,a; Jkr1 (J;G
.J, 3~o 7
S'~z+ A1~'cT '
~. /~'f(p.s~'
'ContractorlHomeowner:
Site:
Permit Type:
APProved wino ~ents'
~ w/fue below connnen~ D=ed w/fue below comments: ... 0
. r?rope(~. , (Yhlen
-=L \I\~ ~e tJ-tf),\
ferc
'<-ffr'1J
tjP,
. This .co~ent sheet shall be kept with the permit and/or plans.
KBIwt(!~~
7::J?!)
Date
d/ or Homeo"Wller
when comments are present)
B
C
C
B
<l::
RAFTERS (TYP)
12
Is
D
12
9
2x4 BRACES (TYP)
3x8@ BRACES
RAFTERS (TYP)~
NAIL JOISTS TO TRUSS
W1lH (6) 10d COMMON
NAILS. (TYP)
2 x 10 JOISTS
LOFT
ALL WORK SHALL COMPLY WITH ALL
n
T\T."",
,
CODE, NATIONAL ELECTRlC CODE AN~1
erry OF ZEPHYRHILLS ORDINANCES
W
DESIGN LOADS
LIVE LOAD
DEAD LOA
WN) LO
LOFT LIVE LOA
LOFT DEAD LOAD
----------
~ "'-',>
''-,
10 PSF \
Me MPH (38EC) EXP 'p
1=0. 77 ~
_.,_.~.,-,,---_._~,----,...,..-
10 PSF
REvrEW DATE -0
EPHvi~H H 1 C'; -,
PLANS EXAMINEHJrr___..,
WOOD
SO. YELLOW PINE #2
(OR BEllER)
CONNECTORS
EAGLE TECH IE
EA. SIDE OF JOINT.
1RJS8 8CH5DU.J: Fa:. 8OU'T1-ERN VEIJ..OW PIe NO. 2
W (NOM) 6' 8' 10' 12'
A 3'-1 1/4 4'-1 1/2 6'-2 1/2 6'-2 1/2
B 1'-0 1'-4 2'-0 2'-0
C 2'-0 2'-8 4'-0 4'-0
D NA NA 3-0 3"-0
RAFTERS 2x4@24" 2x4@24" 2x6@24" 2x6024"
OR 2x4016"
PLATES 3x8 3x8 AS SHOWN AS SHOWN
11 TLE: BARN ROOF FRAME PROJECT NO: .
DAlE: 4/17/fX>
T\EF Stt:D, NO. RICHARD
..U ~Jm DRAWN BY: P.l.
1777 S. HARRISON SlREET SUITE 600
DENVER, CO 80210 CHECKED BY: .0
(303) 753-8833 REF. DWG:
OPTIONAL LEVELING BLOCKS
1/4~ X 3" HEX HEAD SELF-TAPPING
SCREWS SPACED @ 16" OC'-_____
3/4" APA OR TECO RATED T&G
FLOOR DECKING.
2X6 STEEL JOISTS @ 24" OC
#10 X 3/4" PAN ---------..
HEAD SELF-TAPPING ~
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
2X6 STEEL TRACK EACH END
SHED BASE DETAIL
SCALE: NTS
MANTA RAY SPECIFICATIONS
1. MR-llS, HAND PAVEMENT BREAKER OR VIBRATION DRIVEN SOIL ANCHOR, PART tlS20355.
WIDTH ~ 1.75"
LENGTH ~ 6.25"
BEARING AREA = 10 sa IN
WEIGHT ~ 2.2 LBS
ANCHOR RODS ARE 112"-13 GALVANIZED THREADED ROD,
INSTAlLATION DEPTH E 3.0 FT
VlaD STRENGTH = 7.5 KIPS
ULTIMATE STRENGTH ~ 10 KIPS, 10000 LBS
WORKING LOAD: UP TO 6.75 KIPS
NOTE: USE POSMR88 ORIVE STEEL
2. MANTA RAY MR88-RAl ASSEMBLY INClUDES:
ANCHOR WITH 3 FT (MIN. 2.5 FT IN GROUND) OF STEEL THREADED ANCHOR ROD SPREADER PlATE
AND NUT. All COMPONENT SIW..L BE COATED FOR CORROSION RESISTANCE.
3. SUGGESTED SUPPliER
FORESIGHT PRODUCTS, LLC
6430 EAST 49TH DRIVE
COMMERCE CITY, CO 80022 USA
PHONE: 303 286-8955, FAX: 303 287-3866
WWW.EARTHANCHOR.COM
4. BASIC INSTAlLATION PROCEDURE:
A. PIlOT HOlE DIAMETER
50-76MM (2-3 IN.). ONLY REQUIRED IN VERY HARD SOILS.
B. USING POS8818 ORIVE STEEL. AT LOCATIONS INDICATED, INSTAlL MR-llS ANCHOR UNTIL TOP OF
ANCHOR ROO IS I" ABOVE GRADE.
C. USE DRILL WITH LSI6-15 LOCKING SOCKET TO TURN NUT UNTIL ANCHOR ROD HAS BEEN DRAWN
BACK 3-4' OR A TORQUE OF 5 FT-UlS (80 INCH-lBS) IS ACHIEVED. THIS RESULTS IN A CLAMPING
LOAD OF APPROXIMATElY 5OOlBS.
D. CUT OFF ANY EXCESS ANCHOR ROO FlUSH WITH TOP OF NUT.
MR-88 ANCHOR SCHEDULE
BLDG. LEGNTH
12'
16'
20'
24'
BLDG. WIDTH
8' -12'
8' -12'
8' -12'
8' -12'
# OF MR-88
1 EA. CORNER (4 TOTAL)
1 EA. CORNER (4 TOTAL)
3 EA. S DE (6 TOTAL)
3 EA. SIDE (6 TOTAL)
NOTES:
1.""Mif.8a TO BE LOCATED AT AND ATTACHED TO THE CORNER STUDS. WHEN SIDEWAlL
ANCHORS ARE REQUIRED ATTACH TO SIDEWAlL STUDS.
2. MR-llS SPACING BASED ON LOOSE TO MEDIUM DENISE, FINE TO COARSE SAND OR
FIRM TO STIFF ClAYS AND SILTS; OR BETTER
Scale: NTS
1. STEEL SHED FOUNDATION:
2X616-GAUGE STEEL TRACKS G190
ZINC COATED
2X616-GAUGE STEEL JOISTS G190
ZINC COATED@24"OC. (SUPPLIER:
ALLIED STUDCO (JOIST: 600S162-054I
TRACK: 600T125-054) ICBO ER-4943P).
2. 3/4" "APA" OR "TECO." RATED TONGUE
AND GROOVE FLOOR DECKING, 24" MAX
PANEL SPAN. STAGGER PANEL LAYOUT
3. FASTEN PLYWOOD TO JOISTS WITH
#8 X 1-5/8" SELF-TAPPING SCREWS
SPACED @ 12" OC. NO BLOCKING REQUIRED.
4. FASTEN SOLE PLATE THROUGH FLOOR
PLYWOOD INTO JOISTS AND TRACKS WITH
#8 X 3" GALV HEX HEAD SCREWS@ 16" OC.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF
FOR STEEL JOISTS CONTINUOUSLY
SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS
REQUIRED TO LEVEL BUILDING:
SUGGESTED SIZES: 1-1/4" X S" X 16",
4" X S" X 16", OR 8" X S" X 16" BLOCKS
UNDER JOISTS@ 10'-0" OC MAXIMUM.
BLOCKS UNDER TRACK SPACED @
5'-0" OC MAXIMUM.
MR88 ANCHOR DETAIL
SIMPSON HST2
I. 1'-9114" . I
'000 0.0'+
SIMPSON HST2 BEND-.-/ ~
AND PAINTED AT 2ND -
HOLE '"
"",
f
ATTACH SIMPSON HST2
WITH 3 - 112" X 3-112"
LONG LAG BOLTS INTO
STUD
USE 2" X 2" WASHER ON
112-13 THREADED ROD
NOTE:
SQUARE WASHER SHOULD
HAVE ROUNDED EDGES
w
o
z
~
Ul
5
a
GJ
a:
~ ~
-< z
z Q
- Ul
~ Z
~ I!!
N
~ --
SIDE VIEW TOP VIEW
BUILDING CODE:
2004 FLORIDA BUILDING CODE
WITH 200512006 SUPPLEMENTS
(52l) !!tr~~B!.
TAMPA, Ft.33819
(813,861.0091
STORE 470
h
Title:STEEL FLOOR
AND ANCHORS DETAIL
Drawn By: SAH
Date Drawn: 02/08/06
Checked By:
Date Revised:
User: .tim canter - Not ~iated with Organization _
Application #:
Date Submitted:
Code Version:
Product Manufacturer:
Address/Phone/email:
Category:
Subcategory:
Evaluation Method:
~- II
Need Help?
FL3663-Rl
08/02/2005
2004
Owens Coming
One Owens Coming Parkway
Toledo, OH 43659
(419) 248-7060
Roofing
Asphalt Shingles
Certification Mark or Listing
Referenced Standards frOm the Florida Building Code: Section Standard Ye-.:
UL 790 (Class 1997
A)
ASTM D 3462 2001
ASTM D3161 1999
(modified to
IlOmph)
Certification Agency:
Quality Assurance Entity:
VaIidation Entity:
Authorized Signature:
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
http://www.floridabuilding.orglpr/pr_detl.asp?IPT=3663&RV=1
Underwriters Laboratories Inc.
Darre! Higgs
darreJ.higgs@owenscoming.com
PTID 3663 RI_I Install Docs,
Berkshire.pdf
PTID 3663 _R I I Install Do~
Qakridge Pro.pdf
2/112006
. . Elorida Building Code Online
..I. UlS"'"' ,L..., V.I. -J
PTID 3663 RJ I Install Docs.
Starter5hingle RQII.Pdf ..~
PTm 3663 R I I Install Docs
Three Tab.Wf ... 'u:'=:=
~TIO~ RI [ Install Docs.
Wea,therGuard HP.pdf
PlID 3663 RI I UL
certification letter Owens
Coming shingles.p4f
PTID 3663 RI I UL
Certification, Files R2453 and
R19380.pdf --
Product Approval Method:
Method 1 Option A
Application Status:
Date Validated:
Date Approved:
Date Certified to the 2004 Code:
Approved
08/0812005
08/24/2005
Page 1 11
Product Model # or Model
Name Descri ion Limits of Use
1.) This Approval not for
se in the HVHZ. 2.) All
Serkshire Laminate SC sections that apply to
unties except Sroward
nd Miami-Dade must be
allowed.
1 .) This Approval not for
se in the HVHZ. 2.) All
632 lassie or Classic AR 3-tab FBC sections that apply to
unties except Sroward
nd Miami-Dade must be
allowed.
1.) This Approval not for
se in the HVHZ. 2.) All
663.3 akridge PRO 30 AR Laminate BC sections that apply to
unties except Sroward
nd Miami-Dade must be
OIlowed.
1.) This Approval not for
se in the HVHZ. 2.) All
63.4 akridge PRO 40 AR Laminate FSC sections that apply to
unties except Sroward
nd Miami-Dade must be
allowed.
1.) This Approval not for
se in the HVHZ. 2,) All
3663.5 akridge PRO 50 AR Laminate FBC sections that apply to
unties except Sroward
nd Miami-Dade must be
allowed.
6636 Prominence AR 3-tab 1.) This Approval not for
se in the HVHZ. 2.) All
FBC sections that apply to
'111/'1(){\t';
Florida Building Code Online
663.7
tarter Shingle Roll
Starter Roll
3663.8
upreme AR
3-tab
3663.9
eatherGuard HP
Laminate
Next' ,'I
rage j ur j
unties except Broward
nd Miami-Dade must be
ollowed.
1.) This Approval not for
se in the HVHZ. 2.) All
FBG sections that apply to
ounties except Broward
nd Miami-Dade must be
ollowed.
1.) This Approval notfor
se in the HVHZ. 2.) All
FBG sections that apply to
unties except Broward
nd Miami-Dade must be
ollowed.
1.) This Approval not for
se in the HVHZ. 2.) All
FBG sections that apply to
unties except Broward
nd Miami-Dade must be
ollowed.
C~ght and Discl~imer : @2000 The State of Florida. All rights reserved.
m~-
http://www . floridabuilding.orglpr/pr _ detl.asp?IPT=3 663 &R V = 1
2/1/2006
CROFT LLC
IDlalb~IQ::>;:j{
IJ~) MavrickLABS
03-30040.01
P3ge 1 of3
TE'ST REPORT
Subm.itced by: Crcrft Metals, ...
P.O. )Ios 8U
McCemb, MS 39649
Lab COIIwoI N...ben 08-30040.01 R ort Date: October 17 2002
~ 1.....1C:ItiOII: Croft CIIstDmer COIIbtt Deonis Anders 6OJ--614-6J21
Test S~rt Date: ~.1z..1.Of1}. Test JI'i.... Oate: 24, :ZOOZ
o . DOD of .Produ.et T AI_inDm S' B
Des' aatiml: B-R40 51 x 11
S do..: AAMAINWWDA 101-.1.8..2197
SerialModel: . 92 r~l-
Ft'~n..c 'Ue: 51" x 11"
Sash size: 49 %" 1 30"
C~untioD ofTen Item: OIX
LocaOoD WIlen Tests W.-e Perf'onoed: Croft Metals, Inc. McComb~ MS.
PRODUce DESCRIPTION
WeatJacntri~pidg: ODe row ofpile with fin .270"1Iigf1 at each sub srile. One IQWofvioyi
bulb .330'" diameter at the sash bottmn rail ODe row ofpiJe wiIh fm .250" high at the fixed
ioterlocL
H3rd....re: One metal sweep kd. at the:: sasb top rd located 7 1Iz''' ftnII1 each end. The locks
engage a sloe: in me fixed mediDg rail. A spiral baJance located in each jamb. An aiumioum
Sllsh stop located lit the: top ofthc: spiral balances. OJle phlstic sa$h guide located at eacb end. of
the sash stiles.
Glass: Single gla%.ed with one p;.:oe of 3/16'" annealed.
GJ~ng: IntcriOT glazed with bedding C011:Ipound md a snap-in viuyI gluing bead at the
iuterior.
Weep Ar:nmgement: Sloped siD with no weep notches.
Snbot: All n-ame comers sealed with seam sealer tw1 perimeter.
I
GOUCClldHllmphitRd,' Fort~ T_16134. T-.-(817)293-7<4CM. "ax(l17)29S-1422
Florida Building Code Online
f'[9J:tl,l~t_Approval Menl,l > Product oU\Qolication Search> Application List
Page 1 of2
rsearch Criteria
ICode Version
,IAPPlication Type
Category
IAPPlication Status
2004
ALL
Windows
Approved
FL#
Product Manufacturer
Subcategory
Compliance Method
f
AL
Cn
AL
AL
Search Results - Applications
FL# lIm-e Manufacturer Validated By ~
FLl096-Rl Revision Croft,LLC 1
HistQ[y Category: Windows
SUbcategory: Single Hung
FLl147 New Croft,LLC I f
Category: Windows
Subcategory: Single Hung
FL1761 New Croft,LLC [
Category: Windows
Subcategory: Single Hung
El4460 New Croft, LLC [
Category: Windows
Subcategory: Single Hung
1fi.4.Q:34 New Croft,LLC 1
Category: Windows
Subcategory: Fixed
FLJ'~_l,] 4 New Croft,LLC I f
Category: Windows
SUbcategory: Single Hung
Ek67)] New Croft, LLC I [
Category: Windows
Subcategory: Single Hung
EL6806 New Croft,LLC I r
Category: Windows
Subcategory: Single Hung
f1-6JUP New Croft,LLC I [
Category: Windows
SUbcategory: Single Hung
FLG93.6 New Croft, LLC [
Category: Windows
SUbcategory: Single Hung
El6_99Z /New I Croft,LLC f
Category: Windows
http://www . floridabuilding.orglpr/pr _ app _1st. aspx
12/6/2006
Florida Building Code Online
Page 2 of2
Subcategory: Single Hung
l
PCA AdministrCltion
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. Copyright jmdJ~i.sclaim_e[
Product Approval Accepts:
.iI~1I
http://www . floridabuilding.org/pr/pr _ app _ lst.aspx
12/6/2006
" ~ en ~ ~ -0 Z -l ~
J: C ~ ;0 J:
Z 01 :t> Z
0 ~ 0 g m W
z -l m 0 -0 0 0
m m 0 ~ :t> 0 ;0 0
;0 C1) ;0 0 m ~
.... c -0
0 -0 .... m ;0
..... :t> W 0 0 0 ~
0);0 )> ii1 III :t> ;0 6
"->>A Z 0:-<;:: Z -l
"->> - 0 Z -l
, ." :t> ~<- m J:
0)0 :t> g en
~o ,....0 ~
< om ~ :t>
....;0 !11 Ci)h1 ~ Z
." 6 I -l 0
~ :t> "<~ :t> m I
0- Z en m
w Oen 0
.... N ~ G)
0 """ ~ 0 I
..... ex:> ~ s::
<0 -l
0) -0 en
"->> Z 0
"->> :t> )> :t>
~ zZ ;0
Co) m
Co) ~O Z
C1I ~m
0
o~ :s:
:t>-l Z
~ I :t>
~ -l :
- I
~ m
:t>
N III
<b 0
""" <
m
en
-l
:t>
-l
m
0
$!
-l
Z
G>
en
df
-0 \\'\
m -0
0 ;0
(I) 0 ."
~ 0
3i C 0 \.
0 0 0 m ~
III ;0 -
(j) -l 6 ;0
-l 0 -
0 :t> ~.
- m '\'-. ,
:t> 0 :u ~ l)
I ,~ '-, "
c: !11 Z -. ~
5' Z
0 m ,-.
Q Z 'J r---::::
0 9 0 !T',
iii" 0 en " ,
N G> ~ m I~
!a ...... Z
o. -< W
::l 0 N
Z 0 w
~ ;0
ex:> :u , .
C1)
00
-l:t>l/O
mo
~5~
~~m
:t>:t>z
~-l1Il0
g~h1-l
~~C3m
"'enQ?m
--lZ
-l<:O
:t>m:t>
zo::g
Omm
meno
G)III
z-<
-0;0
;om
omen
m~?
C-l
G);oen
Zmo
N-o~'"
o;oO~
g enm c :t>
o-l
-oenom
~~III;o
mm-o
om
:t>;o
-0'"
-00
m;o
oS::
:t>:t>
-lZ
-lO
Im
m -l
."m
o~
~Z
OG>
~.
Z
G>
o
m
<
m
o
~
-le
Is::
m~
:t>:t>
~::!
<0
mZ
:t>~
;0
m
-0
o
en
~
<:
m
:t>
Z
o
Z
m
~
-l
<:
m
en
-l
::0
C
o
-l
C
~
o
o
m
en
G)
Z
o
o
:t>
o
en
."
;0
o
s::
o
o
s::
-0
:t>
$!
-l
<:
m
:t>
Z
:t>
o
-<
en
W
o;oG>
ome:
ZZN
."."
G)OZ
c::00
$!~z
g0~
~Z~
x~rrI
Omo
G>
),:
en
en
~
~
I
~-l
:t>m
-len
m-l
::0::0
-lm
m-o
enO
w-l::O
o-o-l
o::oZ
-0 moO"
enen
"'cN
::o~
~o
b
N
o
~
~
~
w
W
~
-l
I
o
A
:t>
Z
Z
m
:t>
o
m
o
o
~
m
en
:t>
Z
o
......
~
en
-0
:t>
o
m
::0
-l
0
~ -l
)>
Z r
01 0 ~
0
eX> W ~ Z
Ol 0) < V 0
I 0
m ~
G) ~
I
-l 0
-l
I
w 0) W
~ I\) 0)
~
I\) ~ ~
0 ......, eX>
Ol
o
o
:s:
-0
:t>
$!
-l
<:
m
:t>
Z
:t>
o
-<
en
WU)
20:
:t> CD
::0 .,
-l
Z
o
m
en
G)
Z
-0
::0
m
en
en
c
;0
m
u:o
end
g: ::t.?
;-~
U) a>
Zit
o .....
j;. ",(I)
o .....
::s ::s
i~