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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
8279
Permit #: 8279
Permit Type:
Class of Work:
Proposed Use:
Sq. Feet:
Cost:
Amount Paid:
Issued: 9/11/2008
GENERAL BUILDING PERMIT
MOBILE HOME SET-UP
COMMERCIAL
Est. Value:
Total Fees: 100.00
100.00 Date Paid: 9/04/2008
Address: 6606 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range:
Lot{s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 02-26-21-0010-05600-0020
Name: THE J HN STOKE CO
Addr: 2424-A L YNNDALE ROAD
FERNANDlAN BEAC, FL 32034
Phone: Lie:
Work Desc: CONSTRUCTION TRAILER
S NNY'S BARB U
6606 GALL BLVD
ZEPHYRHILLS, FL. 33542
Phone:
Iff f\J. ~
'1....-10
l n--'J
IN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPEcnON 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 y r property. If you intend to obtain financing, consult with your lender or an attorney
befo rdin r notice of commencement. II
~
NTRAC RS SIG URE PERMIT OFF I
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-7B0-0021
Date ReceIved
JOB ADDRESS
- -0
~e ~c.~" 5~71k~~
"'""'" -- ~f'''' (y '? << . It' eel..
Fee Simple TItleh0Ider __
Fee Simple TltIehoIder Addrea I
I ~6~6
I
Owner's Name
t::7.
E/XI>'4,F===1
~// )??/vti ~; '//S r:L. ~5'~ LOTI
PARCEL 1011
SUBDIVISION
COIlTAlNEO _ PItOI'!RTY TAX N011Ce)
SIGN 0 MOVE 0 DEMOLISH
OTHER I Tt'- J 'rrr.... '/1."1'
STEEL 0 O~ER I
:/g~17
.~
PROPOSED USE
TYPE OF CONSTRUC11ON
B
o
o
NEWCONSTR
INSTAlL
SFR
BLOCK
ADD/ALT
REPAIR
COMM
FRAME
o
o
o
r
WORK PROPOSED
DElICRIP110N OF WORK
BUILDING SIZE
HEIGHT I
0 BUILDING 1$
0 ELECTRICAL 1$
0 PlUMBING 1$
0 MECHANICAl 1$
0 GAS 0
FINISHED FLOOR ELEVATIONS I
AMP SERVICE
c::J PROGRESS ENERGY
D W.R.E.C
VALUATION OF TOTAl CONSTRUCTION
ROOFING
c::J
I
SPECIALTY 0
FLoon ZONE AREA
OTHER
DYES
otJ
J / ~ (),
VALUATION OF MECHANICAlINSTALLATlON
AddNss
DNO
ELECTRICIAN
SIGNATURE
Add'-11'ff.
PLUMBER
SIGNATURE!
AddNss I
:=1
Addrea I
OTHER I
SIGNATURE
Addrea I
COM~~ ~tJA,., >77:1~ p~ crt.? I
REGISTERED ~ FEE~ L!L!'!.J
"""ANY I'; ~~:~~s:,~. ~~ ~~P/!'{ UE<'r.\.
REGISTERED ~ FEECUAREHT ~ )
~ 'B~ fj7j /34f,'} Ft. 3b77~(, Licente. I z:: C ()/J()~G(.:J7 I
I ::::: I ULtU FEE CUAREHT L!L!'!.J I
I
I
I
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I
Licente .
BUILDER
SlGNAl\IRE
COMPANY
-
ULtU
FEE CURRENT
L!L!'!.J
License .
COMPANY
REGISTERED
ULtU
FEE CURRENT
L!L!'!.J
License .
RE!8IDENllAL
Attach (2) Plot Plana; (2) sets of Building Plana; (1) set of EIlIIl'llY Forms; R-O-W Penn~ for rww construction,
Minimum ten (10) WOIl<ing days after submittal dale. Required ons~e, ConstructiOn P1Iwls, Stormwaer Plana wI Silt Fence installed,
Senilely Facilities & 1 dumpeter; Site W:lrk Pennit for subdivislonII1a pIOjects
Attach (3) c:ornplete sets of Building PI8ns plus e Life Sefety Pllg8; (1) .. of Energy Forms. R-O-W P8lI'Il~ for rww oonstrucliOn.
Minim..,., ten (10) WOll<ing dayslllter submittal dIIIe. Required ensile, Construction Plans, Stonnwater Ptans wI SiK Fence inst81led,
Senitary Fecil~ies & 1 dumpster. Site \IYorI< Pennit for all rww projects. All c:ornmercial requirements must meet c:ornplianc;e
Attach (2) .. of Engineered Plans.
-PROPERTY SURVEY required for all NEW constnJction.
COMMERCIAL
SIGN PERMrr
~:
FUI out applicatiOn c:ornpletely.
Owner & ConIracIor sign bIIck of application, ncMriz8d
If -$ZIOO, a Notice d c-_t.. NqUired. (AIC upgnldes _ seooo)
.. Agent (for the contractor) or Power of AIIomey (for the owner) would be someone with ~ letter tram owner aulhorizing same
OVER THI! COUNTER PERMlTTtNG (Front of Application Only)
Reroofs s-s Service Upgrades NC Fences (PIotISurveylFootage)
Drlvewa,.Not over Counter if on pIilIic medways.. needs 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 responsibirlty for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSI8IUTlES: 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 Dlvision-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 property licensed and is not entitled to permitting privileges In Pasco
County.
TRANSPORTATION IMPACTIUTlUTlES 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, wiN 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 occupency" 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, FlorIdII Statutes, aa 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-Horneowner'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'SIOWNER'S AFFIDAVIT: I certify that all the information In this application is accurate and that aU 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. 1 certify that no work or installation has
commenced prior to issuance of a permit and that aH work wUI 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 appty 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 Hmited to:
Department of Environmental Protection-Cypress Bayheads, VVetland Areas and EnvlronmentaHy Sensitive
lands, Water/Wastewater Treatment.
Southwest Florida Water Management DIstrict-Welis. Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative ServlceslEnvironmental 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 fiN:
Use of 111115 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
'compensatlng volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fiH materialls to be used in Flood Zone 'A" in connection with a permitted building using stem wall
construction, I certify that fiR will be used only to fill the area within the stem waH.
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 1IU, an engineered drainage plan is required.
If I em 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 specitlcally included in the application. 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 Offlcial from thereafter
requiring a correction of errors in plans, construction or vIotatlons 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 0tIicIa1 for a period not to exceed ninety (90) days 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 COWIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERlY. IF Y, TEND TO OBTAIN FINANCING, CONSULT
R R n F C
FlORlDA JURAT (F.S. 117.03)
Notary Public
~cJF
OWNER OR AGENT
Subacribed and swam 10 (or alIinned) before me this
by
w.o taIare personally known to me or hlIsIheYe produced
as identilication.
Commission No.
Name c:A Notary typed, printed or atIImped
Name of Notary
y Commission # 00384545
EXPIRES: February 14, 2009
Br~~;d thru Western Surety
POWER OF ATTORNEY
Date:
09/C'3/0 ~.
I hereby name and appoint eJ t/ e-IL 2davz;JIi"c;r-, of Jack & Andy's Electric to be
my lawful attorney in fact to act for me and apply to the t) 11 0 f Ufh"f /,hJ{Js
for an electrical permit for work to be performed at a location described as:
Parcel #:
Subdivision:
Job Address: i ~ 0 Co G q II
2 ~'Pi..\,r h~l( S,
B/llc)
FL.
Owner of Property:
and to sign my name and do all things necessary to this appointment.
Malcolm Allio
mM ;/aL/e~
~ "'1 c /' ,I J,...r
The foregoing instrument was acknowledged before me this.3 v.,." " er .:i~i"':"" by Malcolm
Allio, who is personally known to me.
State of Florida, County of Lake
';{0v (2
&1
Notary Public
My Commission Expires:
LISA R. BELTON
MY COMMISSION # D0441630
~ ~ EXPIRES: August 12,2009
IJ3olllOTAlY Fl. NOIal'JI Discount Assoc. Co.
**'" OVERTURNING AND SLIDING ***
WIND PER ASCE 7-02
psi: =Ib/in squ,
PLF: =Ib/ft psf: =Ib/ft squ,
**'" VARIABLES ***
BUILDING WIDTH BW: =10,0 ft.
OVERHANG LENGTH Ol: =2.in,
ROOF DEAD LOAD RD: =8 PSf.
FLOOR DEAD LOAD FD: =8 PSF.
WALL DEAD LOAD wo: =5 PSf
WALL HEIGTH WH:=10.0 ft.
INCLUDES TRUSS HEAL AND FLOOR
IMPORTANCE FACTOR I: =1.0
NO. OF MODULES NM: =1
MAX BUILDING LENGTH BL:=60'-0.
PARA. TO I-BEAM
EXPOSURE CATAGORY = C
WIND SPEED IN MPH V: =150
VOLOCITY PRESSURE Exp: KZ: =0.85
TOPOGRAPHIC FACTOR. Kzt = 1.0
**'" COEFFICIENTS **'"
INTERNAL GCpi:=0.18
WINDWARD WALL WNCp: =0.53
WINDWARD ROOF WRCp: =0.69
LEEWARD ROOF LRCp: =0.48
LEEWARD WALL LWCp: =0.43
OVERHANG OCp: =0.8
WIND DIRECTION FACTOR: Kd: = 0.85
VELOCITY PRESSURE EXP,: Kz: = 0.85
TOPOGRAPHIC FACTOR: Kzt = 1,0
MAX. ROOF PITCH ANGLE AT SIDEWALL (DEG) RA = 5
DISTANCE FROM BUILDING CENTERLINE TO
OVERTURNING POINT A: =3.15ft.
DISTANCE FROM TURNING POINT TO TIE DO~
STRAPPING B:=6,29 ft.
TIE DO~ STRAP WORKING CAPACITY: =FTD=3150 lb.
ANGLE BET'NEEN TIE DO~ STRAP AND GROUND TA: =~725 lb. ACTUAL DIVIDED BY 1.5 SAFETY FACTOR = 3,150 lb.)
DEGREES
NO. OF VERTICAL STRAPS AT MATELlNE VS:=O
VERTICAL TIE DO~ STRAPPING WORKING VERTICAL
CAPACITY VTD: =3150 Ib
**'" OVERTURNING ***
WIND PRESSURE Q: =0.00256 Kd,Kz,Kzt.l (IV)squ.PSF
WINDWARD WALL WN: =WWCp
WINDWARD ROOF WR: =WRCp - GCpi
LEEWARD ROOF LR: =LRCp - GCpi
LEEWARD WALL LW: =LWCp
WINDWARD OVERHANG WOH: =WRCp - OCp
LEEWARD OVERHANG LOH: =LRCp - OCp
RH = 0.5,BW,ton(RA.deg) HLw: =(WN-LW).q.WH HLr: =(WR-LR).q.RH
HLrl: =if[(HLr < O.plf),O.plf,Hlr]
OTh:= HLw.(WH.O.5)+ HLrl.(WH+RH.0.5)
OTv. =-WR.q(BW.O.5). [A+(BW.O.25)] +-LR.q(BW.0.5). [A-(BW.0.25)]
OToh: = t; + A + -~jq Ol WOH + E~~ A + _O~ q Ol - LOH
OTd: = (RD + FD) BW A + WO WH 2 A
[VTD VSl (NM - 1) A]
OTys: =--- ------------
BL
OTh + OTy +OToh - (OTd.O.6) - OTys
Vl: = ________________________ VL=431.a3plf
B
V1..1: = if [(Vl < 1.0plf),l.0plf,Vl] VlI=431.83plf
*** SLIDING ***
DO~WARD REACTION:
TAKING MOMENTS AT WINDWARD I-BEAM
[OTh + OTD - OToh + [LR.q.(BW.0.5), [A+(BW.0,25)]] + [WR.q(BW.O.5). [A-(BW.O.25)]]]
--------------------------------------------------------
B
DR1:= if[(DR < Oplf),Oplf, DR] DR1:= 289plf
DR2: = if [(Vl < Oplf), Vl , Oplf)] DR2: =Oplf
DR3: = DRl + DR2 DR3: = 289plf
DR4:= If[( DR3 < Oplf),Oplf , DR3] DR4:= 289plf
DR5:= if[( NM < 2),Oplf , DR4] DR5:= Oplf
Fu: = if [(0,2,DR5 < 25plf),0,2,DR5,,25plf] FU = Oplf
HL: =HLw + HLrl -Fu HL: =399,51plf
HL1:= if[( HL < 1.0 PLF) ,1.0 PLF, HL)]HL1:=399.51plf
*** SUMMARY ***
STRAP VERTICAL CAPACITY
VC: =FTD sin(TA DEG) VC= 2227,39 Ib
STRAP HORIZONTAL CAPACITY
HC: =FTD cos(TA DE G) HC= 2227.39 Ib
VC
SSv. = - - - -
Vll
SSy = 5.16 ft
HC
SSh:= ---- SSh = 5.58 ft
HLl
5S: = if [(SSY < SSh),SSy,SSh]
*** MAXIMUM TIE DOWN SPACING ***
SS=5.16 ft.
FOUNDATION NOTES:
1. TIE-DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATlON
QQS-7a1-H TYPE-1 FINISH-B GRADE-1. TIE-DOWN STRAPS AND CONNECTING
HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY.
LISTED ANCHORS TO HAVE 4.725# MINIMUM WORKING LOAD CAPACITY.
2. SEE ABOVE FOUNDATION LAYOUT FOR TIE-DOWN STRAP SPACING.
3. ALL PIERS SHALL BE a" X a" X 16" MASONRY BLOCKS ON 4" X 16" X 16"
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN.
4. MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER.
SEE BUILDING PLAN FOR LENGTH
.
F.T,
tI
iJDiJ
lJQjJ
-t9J-
F.T.
_4l.
F.T.
.
16' BOX 3PIERS PER SIDE
16' BOX 150 MPH 4 STRAPS PER SIDE
16' BOX 140 MPH 3 STRAPS PER SIDE
16' BOX 130 MPH 3 STRAPS PER SIDE
16' BOX 120 MPH 3 STRAPS PER SIDE
16' BOX 110 MPH 2 STRAPS PER SIDE
16' BOX 100 MPH 2 STRAPS PER SIDE
20' BOX 3 PIERS PER SIDE
20' BOX 150 MPH 4 STRAPS PER SIDE
20' BOX 140 MPH 4 STRAPS PER SIDE
20' BOX 130 MPH 3 STRAPS PER SIDE
20' BOX 120 MPH 3 STRAPS PER SIDE
20' BOX 110 MPH 2 STRAPS PER SIDE
20' BOX 100 MPH 2 STRAPS PER SIDE
26' BOX 4 PIERS PER SIDE
26' BOX 150 MPH 5 STRAPS PER SIDE
26' BOX 140 MPH 4 STRAPS PER SIDE
26' BOX 130 MPH 4 STRAPS PER SIDE
26' BOX 120 MPH 3 STRAPS PER SIDE
26' BOX 110 MPH 3 STRAPS PER SIDE
26' BOX 100 MPH 3 STRAPS PER SIDE
2a' BOX 4 PIERS PER SIDE
28' BOX 150 MPH 5 STRAPS PER SIDE
2a' BOX 140 MPH 5 STRAPS PER SIDE
28' BOX 130 MPH 4 STRAPS PER SIDE
28' BOX 120 MPH 4 STRAPS PER SIDE
28' BOX 110 MPH 3 STRAPS PER SIDE
2a' BOX 100 MPH 3 STRAPS PER SIDE
30' BOX 4 PIERS PER SIDE
30' BOX 150 MPH 5 STRAPS PER SIDE
30' BOX 140 MPH 5 STRAPS PER SIDE
30' BOX 130 MPH 5 STRAPS PER SIDE
30' BOX 120 MPH 4 STRAPS PER SIDE
30' BOX 110 MPH 3 STRAPS PER SIDE
30' BOX 100 MPH 3 STRAPS PER SIDE
32' BOX 4 PIERS PER SIDE
32' BOX 150 MPH 5 STRAPS PER SIDE
32' BOX 140 MPH 5 STRAPS PER SIDE
32' BOX 130 MPH 5 STRAPS PER SIDE
32' BOX 120 MPH 4 STRAPS PER SIDE
32' BOX 110 MPH 3 STRAPS PER SIDE
32' BOX 100 MPH 3 STRAPS PER SIDE
9'-3" MAX.
.
F.T.
-.-
F.T.
I
A L tA
+ +
SPACING MA Y VARY DUE
SPACING 130 MPH
TO SITE CONDITIONS
FOR 140 MPH 6'-1"
100 MPH THE STRAPS
7' - 3",
THRU
5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
TO INSURE THAT ALL GRASS, LOOSE DEBRiS, ETC. ARE REMOVED FROM UNDER THE BUILDING,(FOOTING)
AND THAT THE GROUND is LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I-BEAM AND THE TOP
OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER
AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS.
7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK.
TO
jl
F,r, I
---
1,000 LB SOIL
l,7S0
a"xa"x16"
CONCRETE MASONRY UNITS
------ EXTERIOR SIDEWALL
1a" MIN. HEIGHT
34" MAX, HEIGHT
TO BOTTOM OF
FLOOR JOIST
FRAME TIE-DOWN STRAP
(F\ TIE DOWN, SIDEWALL (TYP.)
o
4"xa"x16" CAP BLOCK
4"x16"x16" PAD
- OR -
(2)-4"xa"x16" PADS
~ PERIMETER PIER IN CORNERS AND ALONG I BEAMS
FDI
OTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"xa"x16" PADS AS SHOWN
SEE SECTION A-A BELOW FOR OPTIONAL ABS PADS
CRIMP STRAP 'vV1TH A LISTED STRAP CRIMP
OR PRE MANUFACTURED CONNECTOR
rP.T. 2Xa SHIMS
4"XS"X16" CAP BLOCK
s"xa"X16" CMU'S
~ P. T. 2x8 SHIMS
4"xa"x16" CAP BLOCK
.
v
NOTE: STRAP
MAX STRAP
MAX STRAP SPACING 120 MPH
PER THE ABOVE CHART. FIRST STRAP FROM END WALLS NOT TO
FRAME TIES ONL Y, NO OVER ROOF STRAPS REQUIRED,SEE DETAIL
Y 16" yDBL.
SECTION
4"xa"X16" PAD
A-A
a"xS"x16" CMU'S
y
oo;;j-
I i 4"x16"x16" PAD
16" -7
ABS PAD OPTIONAL
IN LIEU OF
4x16 CONCRETE PAD
MODEL # SPA 264-1 OR 4148-5
SECTION A-A
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C-1.0103
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MAX PIER LOADS IN POUNDS BASED ON SOlO VALUES
1500 LB SOIL
2,670
2,000 LB SOIL
3,560
2,500 LB SOIL
4,450
3,000 LB SOIL
5,340
REMARKS
MAX 5,340
e
F,T.
ANCHOR
FRAME TIES
FASTENED TO
GROUND ANCHOR
TYPES
~M'@
BE SPACED EVENLY
EXCEED 3'-10"
F -FD1
NOTE-
OVERALL WlDTHI DIMENSION IS NOMINAL AND
IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
ACTUAL OVERA'LL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS, MATERIAL TOLERANCES, FAILURE
TO REMOVE CLOSE-UP MATERIAL, AND / OR
OTHER FACTORS THAT ARE BEYOND THE
CONTROL OF BIUILDING MANUFACTURER
a
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C)
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REQUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
JOHN A. BODZIAK
ARCI-IITECT
M.D.S.
LISTING AGENCY
3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
LICENSE #AR-0005065
MAXIMUM WIND SPEED 150 MPH.
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB.
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND ASCE-7-02
2730 12TH STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705
PHONE 6813-898-6004
DATE SCALE
06/19/200a -NTS-
QUOTE
MDS00673a
SER. NO.
TYPICAL 8 WIDE STOCK FOUNDA nON
SIZE CODE TYPE
PER PRINT 2004 FBC WITH V
2006 SUPPLEMENTS
USE
8
MDS006738
MDS
RE~ PAGE
1 OF 1
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