HomeMy WebLinkAbout99-9008
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
9008
II/Ill ?9
Date
l..{S. ~.
BUILDING
ELECT~AL
Pmp.rty Owne, A ( ~~ fl
Job Address: 5] I ~ It . ~...,
Parcel I. D, # J1- ;l b ,- ? (. 00 I 0'" n 00 0'" () II 0
PLU~
MEC~CAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning: Energy Code:
Description of Work --l b. ')(' l. 0 I A< (.(.....
3 ~
.
FINAL
-9'9
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances,
City License Registration #
State Certified License#
283
Permit F
Signature
Company
Address
Telephone#
Valuation or
Contract Price
2 I ()OQ
r
~7-~S~c)
I2..r
BUILDING
EL CTRICAL
PLUM ING
MEC NICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compresso
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
SU-\Al"*- C w'-r:
5 ~ I ~ /f+L. 5+.
I ALul"'-lN\.lt'\l\, (2...~i'-.. ~\
....
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF 3l.P /;;-. ~~
OTHER
v~ (.::>
BUILDING: ' .tf~00
ELECTRICAL: .-?~ ~.!'.
- _ J.
PLUMBING: I'l/A
MECHANICAL: )J)t+
3 2..0
3~ Sf. F+, RADON: .
CREDIT: N)f\
'-I1Pb cC::O A11 ~
SEWER: N!r-
WATER:
TOT AL: ~
I
T .1. F',S'. ,J /tr I ,"
..- '-i ~. .~
---rD(/';'- ~\T1!.13, :F"
""c"I':r"';,~':~~T (j,(b! II_j~=;;"
BUILDING DEPARTMENT \\II1I,lDATB lUI:ClI:IVED t,'" / I
PLANS lUI:VIEW I'BB
JOB ADDRESS
.4\
5~\<1
~\J...\"V\ \"v\..t<.. \
l\~~
PHONE
J,-g 3 r ~ \'0 \
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL I D # \ \ ~ ~ lD . dol . 001 0 - \ '1 OOD - 0 \ I D
,
(OBTAIN FROM PROPERTY TAX N~~ICEl
WORK PROPSED: []NEW CONSTRUCTION
[] SIGN
r1 ADDITION
[] MOVE
[] ALT ERAT I ON
[] DEMOLISH
[] REPAIR
[] INSTALL
"
PROPOSED USE: []SGL FAMILY DWELLING
[] COMMERCIAL
[]MULTI-FAMILY
[] INDUSTRIAL
[]# OF UNITS
[] SWIMMING POOL
9 MOBILE H9ME '
[] OTHE'R
DESCRIPTION OF WORK
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
, to I Lj II Y J., 0 I 4- 'u...m~u Y\" I\..OC/Y'^..
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT
ATTACH (3) SETS
PROPERTY SURVEY
\" ~ t . i
PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOiU1S,:'
OF BUILDING PLANS & (1) SET ENERGY FORMS.
REQUIRED FOR ALL NEW CONSTRUCTION.
t:':1
PERMITS REQUESTED
;< L 000.
,or
[] BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
[] ELECTRICAL
AMP SERVICE
[] FLORIDA POWER
, ,!,~', ' i ,
[] W.R.E.C.
[] PLUMBING
[] MECHANICAL
r
',!,-
, '
.,:
$
VALUATION OF MECHANCIAL INSTALLATION
;,,?'!Io r~ ~', ;;i~
[] GAS
[] ROOFING
[] SPECIALTY
[] OTHER
.,1
TYPE OF CONSTRUCTION: [] BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT
SIGNATURE
~~~
COMPAN~cu.J ~~
STATE CERT OR REGIST #
CITY PROCESSING # a- S 3 '
'-\ ~::, :
BUILDER.
00 3Ql...5 ~q." ,
;0',1 'f.. '.
******************************************************************
!'t !i
ELECTlUCIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST # I? 15 &1),3';;;;' 5~9'
CITY PROCESSING # :2 g ~
; !
,; v.';,
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
SIGNATURE
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * ~ * * *
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
MECHANJ:CAL
f '~ If! ':j ,.;_.:
*****************************************************************
OTHER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
i <;':f," "'"
; I
CONDITIONS OF PERMIT AFFIDAVIT
Ah 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 responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they ma~,p~ r~q~~~~?
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 mis.d~eanor
violation under state law. If the owner or intended contractor are uncertain as 't'o "what ~,
licensing requirements may apply for the intended work, they are advised ,to co~tac:t t~~."
City of Zephyrhills Building Department, 813-788-6611. ..' ~.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
. :: ':,,-; '"'
contractor(s) sign portions of the ~Contractor Sections" of this application for which'they
will be responsible. I f you, as the owner signs as the contractor, you are i~dicating "tp.,at
you, rather than the contractor, are responsible for the work. If the contractor wishe's" ,
you to sign as contractor that may be an indication 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. <, . 'n (
Application is hereby made to obtain a permit to do work and installation as indic:at~#'j 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 i !
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}:pEi.qnit'Y.,
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!X~e~
may be allowed for the permit with fee charge of $15.00. The extension shall be ,~e~u~s~~d
in writing to the Building Official. An approved inspection must be logged duringfeach'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 NOTICE OF CO NCEMENT. :'JOBS;'UNOER
$2,500 IN VALUE DO T NEED TO RECORD AND POST A ~NOTICE OF COMMENC ENT".
":"':i,~'..' ,..-
'. 1
STATE F FLORIDA~ 0
COUNTY OF ~
The foregoing,instrument wa~ aCkn?W,Jledg:~
Before me this ~ day of ~()~!H1, 19-!.1
by
. t (name of person acknowledged)
ho is personally known to me, or
who has produced
(type of identification)
Ddid not take an oath.
STATE OF FLORIDA ~ ^
COUNTY OF ia..oc.u
The foregoing instrument w~ ackn~edge~9
Before me this I~~ day of V~ , 19~
by ,....','"" "P'''r'''~
~ (name of person acknowledged)
r'ho is personally known to me,.,tor'V ';:'
o who has produced
(type of identification)
DUd not take an oat1i~'>"o
Name typed, P!il}t~~.Il1lts~
* Commiaaion CCS74208
~..~ Expire, OctOber 25, 2003
Name ~"2'i~~ stamped
* ~ CCS7420S
~..~ EXJlIt'eI October 25,2003
Lawrence E. Bennett
Civil Engineer & Development Consultant
P.O. Box 214368
South Daytona, FL 32121
Telephone 904-767-4774
Fax 904-767-6556
January 02, 1999
TO ALL BUILDING DEPARTMENTS
Re: 1999 "Aluminum Stuctures Design Manual"
Master File Engineering
Plans Examiner,
This is to certify that the following contractor and/or
AAF Chapter/Member is hereby authorized to use my 1998
and 1999 "Aluminum Structures Design Manual". This
authorization also applies to any signed and seQled
Master File drawings, "One Permit Only" drawings or
any site specific drawings I may furnish the contractor.
Paul Schaper Construction
11250 US Hwy 98
Dade City FL 33525
Thank you
Sincerely,
Lawrence E.
,
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SECTION 7
.
,
.'
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO FASCIA THROUGH
PAN BOXED END
.
i'
#10 x 1-1/2" S.M.S. (1) PER
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M,S. @ 12" 0, C.
FOR MASONRY USE 1/4" x
1.1/4" TAP-CON ANCHOR OR
EQUAL @ 24" 0, C, FOR WOOD
USE #10 x 1-1/2" S.M.S. OR
WOOD SCREWS @ 12" O. C,
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4- = 1'-0-
'.
EXJSTING TRUSS OR RAFT~
SEALANT
tIa x 9116- S.M.S. (3) PER PAN
AND (1)@RISeR
HEADeR (see NOTE BELOW)
ROOF PANeL
tIa x 9116" S.M.S. (3) PeR PAN
AND (1)@RlseR
EXISTING FASQA
SEALANT
tIa x 9116" S.M.S. (3) PeR PAN
AND (1) PER RIseR
HEADeR (SEE NOTE BaOW)
ROOF PANEL
tIa x 9116" S.M.S. (3) PeR PAN
AND (1) PER RIseR
ROOF PANEL TO WALL DETAIL
SCALE: 1/4- = 1'-0-
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH. x 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW.
Lawrence E. Bennett, P.E.
CIVil. ENGINEER - OEVELOPtItIENT CONSUl. TAItT
P,O. BOX 4368. SOUTH DAYTONA. FL 32121
TELePHONE (904) 787...n4
. FAX (904) 787~
SEAL
PAGE
@ COPYRIGHT 1999
1 70 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMlSSlOH OF I..AWRfNCE E. ICHHETT. P.E.
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SCREEN, VINYL & GLASS ROOMS
(2) #10 x 1" S. M, S, INTO
SCREW SLOTS
ANCHOR 1" x 2" PLATE TO
CONCRETE W/1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
~
SECTION 3
BEAM I HEADER
ALTERNATE CONNECTION
DETAIL 2" x 2" x 0.063" ANGLE
CONNECT UPRIGHT @ BEAM I
HEADER AND CHAIR RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x Z' EXTRUSION
1-1/8" MIN. IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAil
SCALE: 1/4" = 1"
2" x 2" OR 2" x 3" OR 2" 5MB POST
o 0
o 0
.' .
(4) #10 x 1/2" S.M.S. EACH $JDE
OF POST
HEADER BEAM
ANCHOR 1" x 2" PLATE TO CONCRETE
WITH 1/4" x 2-1/2" CONCRETE
ANCHORS WITHIN 6" OF EACH SIDE
OF EACH POST AT 24" O.C. MAX,
OR THROUGH ANGLE AT 24" O.C. MAX.
____ H-BAR OR GUSSET PLATE
2" x T x 1/16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 x 112" S.M.S. EACH SIDE
1" x 2" EXTRUSION
..
/.
."
.
MIN. 3-1/2" SLAB 2500 PSI CONC.
6x6-10x10 W.w,M. OR FIBER MESH,
VAPOR BARRIER UNDER CONCRETE
1-1/8" MIN. IN CONCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAil
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVB.0PtIENT CONSUL. TIWT
P,O. BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (llO41787~174
FAX (liI0417ll7~
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRQOUCEO IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BeNNETT. P.E.
81
"
"
~..
FASTENERS
'---
CONCRETE
SCREW
ANCH.OR
SPIKE
EXPANSION DRIVE NAIL
BOLT
T-BOL T
,
.'
~,
CONCRETE AND MASONRY ANCHORS
SHEET METAL
SCREW
HEX HEAD TEl<
SCREW
MACHINE BOLT
WI NEOPRENE WASHER
METAL FASTENERS
SECTION 9
NOTES:
AL TERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAIL.S HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING-LOAD VALUES SPECIFIED BY THE MANUFACTURER. AND SHALL BE
APPROVED BY THE BUILDING'OFFICIAL .. '.
Lawrence E. Bennett, P.E.
CIVIL ENGJNEER - DEVELOPIiIENT COH$Ul. rANT
P,O, BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (1IlM) 7.7..174
FAX (1IlM) 717"-
@ COPYRIGHT 1999
NOT TO BE REPRODUc,;;O IN WI-'.'>LE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
,[
SEAL
PAGE
201
..
SOLID ROOF PANEL PRODUCTS
SECTION 7
.F.1nnw-.",.. AIIOWIIble Spans for Rise, P.n.lsfo, V.rtous Loads
Consolld.btd Metals of Florid.
MenufKturel'l Proprle..ry Products: Aluminum Alloy 3105 H-14 or H"25
1-112" x 12" x 0.019 ' Riser Penel
ODen Bulldlnas Enclosed Buildlnas
Wind AppI.... Ove"'ang C_1Iton Wind Appl.... Ovemang Condition
Region Load NONE 1'.0" 2'.0" 3'.0- 4-0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0-
102 M,P.H, 17 1'.3' 1'-8' 8'.3' g'.S- 10'.lI" 102 M,P.H. 2' 5'-8- 5'.11" 8'.10- 8'.2- g'.9"
110 M.P,H. 20 8'-8" 8'.11" 7'.9" 8'.11' 10'-5' 110 M,P.H, 35 5'.0" 5'.5" e',~~" 7'.ID" 9'.5'
120 M.P.H, 23 11'.3' 8'-8" 7'.5" 8'... 10'.2" 120 M,P,H. 41 4'.8" 5'.'" 6'.2" 7'.r 11"-3"
125 M,P.H, 21 5'-10' 8'.2" 7'.1- 8'.5' 9'-11' 125 M.P.H. 45 4'.5- 4'.1~ 5'.'" 7'-8' 9'.2"
140 M.P,H. 32 5'.3' 5'.8' 6'.7" 1'.11' 9'.r 140 M.P,H, 51 3'.11' 4'.5" 5'.6" 7'.2" 8'.11'
1.112' x 12" x 0.026 ' Riser Penel
ODen Bulldlnas Enclosed Bulldlnas
Wind Applied Ova"'ang Condllton Wind Applied Overhang Ooodilian
"-gIon Load NONE 1'.0" 2'.0" 3'.0" 4'.0- Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0-
102 M,P,H. 17 8'.5' 6'.1- "-4- 10'''- 11'.r 102 M,P,H, 2' 6'.5" 8'.9" 7'-7" 8'.,D" 10'.3'
110M.P,H, 20 r.lI" 8'-0" 6'.,- 9'.ID" 11'.2" 110M,P,H, 35 5'-,D" 8'.2" 7'.1- S'.5- 11".11'
120 M.P.H, 23 1'.3' 7'-8- 6'.3" 9'.5" 100-lI" 120 M,P.H, 41 5'.5" 5'.9- 6'.'- 8'.1' 9'.8'
125 M,P,H, 21 1I'.1D" 1'.1- 1'.'1" ".1' 10'-8" 125 M,P,H, 45 5'.2" 5'.r 6'-6- 7',11- 9'-8"
140 M.P.H, 32 8'.2" 8'.5' 7'.4" 8'.7" 10'.1' 140 M.P,H, 51 4'.8' 5'.1' 6'.," 7'.r ".3-
1"112" X 12" X 0.032" Riser Penel
ODen Bulldlna8 Enclosed Bulldlrilii
Wind ,\ Appllacl OV."'."g Condition Wind Appllacl Overhallll CondMion
"-olon l" Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0- 2'.0- 3'.0" 4'.0"
102 M.P,H, 17 9'''" 9'-8' 10'.'- 11'.1' 12'.3' 102 M,P,H. 211 1'.1' 1'.5' 8'.2' ".4' 10'."
110 M,P.H. 20 8'-r 8'.10' ,'.5- 10'-8' 11'.9" 110 M.P.H, 35 8'-8' 8'.lI" T.r 8'.1D" 10''''
120 M,P,H, 23 1'.11' 8'.3' 6'-11' 9'-11' 11'... 120 M,P.H. 41 5'.11' 8'... 1'.2" 8'-8' 9'.11'
125 M,P,H, 21 1'-8" r.g' 8'-8' 9'.7' 10'.11' 125 M,P,H. 45 5'.9" 8'.1' 8'-11' 8'-3' 9'.ID"
140 M.P,H. 32 8'-lI" 1'.1' T.1D" 9'-1' 10'-8' 140 M.P,H. 51 5'.1' 5'-8' 8'-8' 7'.11' 9'-8'
3" X 12 X 0.019" Riser enels
ODen Bulldlnas nclased BulfcJlnal
WInd AppIIecI Overhang Condlllon Wind AppIIacI Overhang CondMion
RegIon L..... NONE 1'.0- 2'.0" 3'.0- 4-0" Region Load NONE 1'.0- 2'.0" 3'.0" 4'.0"
102 M,P,H, 17 10'.11' 11'.2' 11'.S" 12'-8' 13'-7" 102 M,P,H, 2' 8'.5" 8'-7' g'.4" 10'''' 11'.7"
110M,P,H, 20 10'.1" 10'''" 10'.'0' 11'.9" 12'.11' 110M.P.H. 35 7'-8' 1'-11' 6'.7" ".," 11'.1'
120 M,P,H, 23 9'-5' 9'.S" 10'.3" 1".2' 12'''' 120 M,P.H. 41 1'.1' 1'''' 8'.1" ".3" 10'."
125 M,P,H. 21 8'.ID" 9'.1' ,'.,. 10'.8' 11'.11' 125 M.P,H, 45 8'.,. T.{1' 1'.10- 9'.0' 10'.5'
140 M.P,H, 32 1'.11' 8'.3' 8'.11' 9'.11- 11'... 140 M.P.H. Ie 8'.{1' 11'''' 1'.3' 8'-8' 10'.{1'
3" 1112" X 0.026 ' RI.er enel.
ODen Bulldlrilii Enclo..... Bulldln"s
WInd AppIIecI Ove"'ang C_ Wind AppI.... Ovamang CondMion
RegIon LoacI NONE 1'.0- 2'.0" 3'.0- 4'.0- Region Load NONE 1'.0" 2'.0" 3'.0- 4'.0"
102 M,P.H. 17 13'-11' 14'-1' 14'-8' 15'.2' 111'.{1' 102 M.P.H. 211 10'-8' 10'.1D" 11'.." 12'.3" 13'...
110M.P,H. 20 12'.ID" 12'.11' 13'.5' 14'-2' 15'.1' 110 M,P,H. 35 9'.8' 9'.11' 10'-8- 11'.5" 12'.7"
120 M.P,H. 23 11'.11' 12'.1' 12'.r 13'... 14'.5' 120 M.P.H. 41 8'.11' 9'.7' 9'.ID" 10'." 12'.{1'
125 M.P.H. 21 11'.3' 11'.5' 11'.11' 12'.9" 13'-1D" 125 M.P.H, 45 8'-r 8'-9" 9'.5" 10'.5' 11'-8"
140 M.P.H. 32 10'.2" 10'''' 10'-11' 11'.9" 12'.11' 140 M.P.H, 51 T.ff" 1'.11' 8'-S' ".9" "'.1'
3' X 12" X 0.032" Riser enel.
ODen Bulldlrilii Enclosed Bulldln".
WInd AppIIecI Overl1allll Condlllon Wind AppUed Overhang Condtt6on
RegIon LoacI NONE 1'.0" 2'.0" 3'.0- 4'.0- Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P,H. 17 15'.5' 15'-8" 15'.11' 18'-8' IT... 102 M.P.H, 2' II'.,. 11'.11' 12'.5" 13'.3' 14'.3'
110 M.P,H. 20 14'.2" 14'... 1.'-lI" 15'.5' 18'.3' 110 M.P.H. 35 10'-" 10'.11' 11'.5' 12'.3' 13'.5"
120 M.P.H. 23 13'-3' 13'.5' 13'-ID" 14'-8' 15'-8" 120 M.P.H. 41 ".11' 10'-1" 10'-8' 11'.r 12'.lI"
125 M.P.H. 21 12'.5' 12'.r 13'.1' 13'.ID" 14'.ID" 125 M.P,H. 45 9'.5' 9'.8' 10'.3' 11'.2' 12'.5'
140 M.P.H. 32 11'.3' 11'-5' 11'.11' 12'.lI" 13'.lI" 140 M.P,H. Ie 8'-8- ".lI" ..... 10'.5' 11'.ff"
NoCe: Tate' rod penal width . room width plus __ width plus ovMIeng.
CM= Patio Division
CODllOudated JletaJIJ 0/ Florlda
"IUJ NortIl n-u.t ~ 7luD"., IJorfda SS824
To/J "..., 1-____J434
,..,.~ J-8J3-ee3-7SlJ15
FloE J-lU3-ee3-7SlJ15
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P,O. BOX 4368, SOlmi DAYTONA, Fl32121
TELEPHONE (904) 767-4n4
FAX (904) 767-8556
C COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE
SEAL
PA.GE
187