HomeMy WebLinkAbout98-8003
BUILDING PE,RMIT
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788-6611
AFTER HOURS PHONE NUMBER
(813) 788-5262
PLUMBING
Permit
8003 15
Date
I tJ-J - ?tf
r;.s':tJ7}
BUILDING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Descriotion of Work
Energy Code: ~
;:'~;-.J - -4 /
FINAL I(!)" .;2
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.
DATE
Inspector
2.L
City License Registration #
State Certified License#
/3.~-
p~'m;t Fee Jb ~
Signature _________ _ ___~
Company
Address
Telephone#
Valuation or
Contract Price
...s ':' f-./rl9 . h)
,
af}' Oh71..l'A ~~ A".
BUILDING
jo/8/18 g,'ll-
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
Driveway
Jo/~ /lj~ ~'n
Tp. Serv.
Rough In
Meter Can
Con st. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($"t-!r.6e) shall be made for each trip for each trade:
~-;tTO
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.
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98111797
DC'......"..G r..,n,., .....u
NOTICE OF CO'MMENCEMENT
} '~","~Anll IN DU~I.ICAnl Rcpt: 268547 Rec: 6. 00
State of Florida DS: O. 00 IT: O. 00
Countv of I 09/14/98 Dpty Cler
The undersigned herebv informs nil concerned that hnprovoments will be mode to cortain real propertv. and In accordance,
with section 713.13 of the Florida Statutes. the following Information Is .tated In thl. NOTICE OF COMMENCEMENT.
De.cription of propertv ,.,.,... i. ~ .?-.~.:h. I... .ala.a.., L/tlc?a.a.... .ar? 1. .c..?..........................
.....................,...,..,...1..2 o.~.q...,. ,.l-r::r...~ hd.J{.".. .l.P~~.................... ................ ......
......,...........,......,....,., .q~(J~,f.l-:.. i,. .,~. ,~... '.....,...,......... JED PITTMAN, PASCO COUNTY CLEi
General description of improvements..... CA'''':"(l(/.~ t.........,................ .8~.~~~~;':J~~P. Ip~f l42E
Ow..., .. . . . . . . era <4 . . . . 7hC/./m t.c . . .. . . . . . . . .. . . . . . , . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . .. . .. . .. .. . .. . . . . .. .. . .
Address..,.. '0.c9 .t!.s.ZJ".., ~. f+:~.,,:-.~~.... .?~~.,......,..,...........................................
Owner's interest in site of the lmprovetnent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . , . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fee Simple Title holder (If other than owner)
Nalne ,." ,... ,.........".,................., ,.........,..., .... ,.,........,...........,.....,..... ..... ... ....................
Address .,....,...,....,.............,."......,..,."..,...,..,.......,..........,.."...,...,....,............................
A'
:' ':Of) t Jon n t.( '^
:.,4fntractor . . , ,4,t.~-:l....-. , , , .~ /'<, I t.4-n, . . . . . . . . . ,q. . ..1. . , , . , , . . . . . . . . . , , . . . . . . . . . . . . . . . . . .. . ... ..... . . . " . .
;J Address...,.. ,11 O.ff, if..,. ~,~..,.. ..l-:!rr t!.~ .<~,., .r:~.....?.j. .>::~.')........................
Suretv (if anv) ,....,..,",.........,.....,............,........"..".......".,..,......,.,........,...........................
Address....,...........".......,.,......,.........."....,....,..,...........".,.....,.... .At"ount of bond $................
AnV person mal<ing a loan for the construction of the improvements: f
Natne ...,., .,..., ,. ,"...,. '" .."., ......... .,...,..............,.....,.. ."..,. ." ..,..... .,......,............................
Address ..".."...,..,.....".....,..",...."......,.............,...""..."".............,...,.....................".....
Persoll within the State of Florida designated bV owner upon ~hom notices or other documents mav be served:
Natne .................,.....,.....,.."......,.,....,."."...,...,."."."...,....,...........,............,.................
Address ',.".,........"..".,.".....,....,........."...."..,....",.,...,...."",."..,.................,.................
In addition to himself. owner designates the following per SOil to receive 0 coPV of the lienor's Notice 8S provided in Section
713.13 (1) (h). Florida Statutes. (Fill in at Owner's option).
Name
............... '.................. ........-................................................................... .......... ... ....
Address ',.."....,......,.. '.' . , , , , . . . . , .. . . , . . , . . . , , . . . . . , . .. , . .. . .. . , . . . . . . . . . , , , , . . . . . '.' . . . , . . , , . , . . , , .. ... . .... . . .. .. . .. . . ..
TIllS SPACE FOR RECORDER'S USE ONLY /,," . Z/ .
c....l..CL.. "':V",.. .~:~...).c:{ ~.,.......,.........
/j Owner'
, .
APPLICATtON FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
71 O,-/JJ~)
DATE RECEIVED <J' - / ~ ? r.
PLANS REVIEW FEE
OWNER'S NAME (,I{ 4/ 6:'
JOB ADDRESS ) P ('Jc;-q
LEGAL DESCRIPTION: LOT(S)
+h/.}.--n&5'
Lq ~ ;.,,-/ tJI
PHONE ~/ S '7 /'}/ (J lJ./-fJ-'
L'?~/ '7
//
SUBDIVISION ~~C
BLOCK
PARCEL ID #
/ Lj 2;:; J- I {/ / 6 {/ /:JOCo 0 CJt3 5' 6l0BTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION
o ADDITION
o ALTERATI ON
o REPAIR
o INSTALL
Os I GN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
D RESTAURANT & HEALTH
Cd I--/lc;yr /)~J;d
, / (
/ .J- I Lf-P
,
DEPARTMENT APPROVAL
BUILDING SIZE
SQUARE FOOTAGE
~7C
HEIGHT ? 1
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
ErBUILDING $ r?Z! tJ VALUATION OF TOTAL CONSTRUCTION
0 ELECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C.
0 PLUMBING
o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
o GAS o ROOFING o SPECIALTY 0 OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
BUILDER
SIGNATURE ~.f)'-;;L- ,~
COMPANY A--L- L- ~-//? I ~ A-!q /"'
STATE CERT OR REGIST # '5' r r:,/'.J 5- Ml.j-~ V
CITY PROCESSING # /~ ~
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
***********~******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
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 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 may be required
t? 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, 813-788-6611.
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. 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 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.
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 NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
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
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [}iid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
08/20/1998 02:12:28 PM P.1
SITE PLAN
#
(RESIDENTIAL USE ONL VI
LEGAL DESCRIPTION:
SECTION 1'-/
TOWNSHIP 2LP
RANGE 2 I
t:(JOO""~
UNIT II
00312'
SUBDIVISION OR OTHER LOCATION DESCRIPTION
PHASE II
SCALE
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Applicalion for Permits . All
s/1owlng lhe attual shape an
of all exiSTing and proposed b
3\
al T11lS lh811 be accompanied by plans. drawn 10 scale.
e iot or parcel to be built on, he exact sIze and locat4on
( EXAMPLES )
I)ATE
----.~_"?.:>==--......,.-'!:!",,~~~ =.
.~.,-.. ~-~.'~..-- ,-,M_..,:__.,':",-_.;:;",G.:,l,""""""~'L=-.___ --~._.__________
"'~""'"~'.~~-"'''~~~-''''="'=-
----~.....,~,~~-
RON HAMBY
All AMlhRICAN ALUMINUM
P.O.Box 765
Lacoochee. Florida 33537
1-800-946-5137
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ATTACHED & FREESTANDING COVERS AND UTilITY SHEDS
.r-.
DO NOT BLOCK
me EXIT WNX>W
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W VARES
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OVERHANG VARES
SECTION 2
Z' x _ FRONT WALL BEAM
SELECT 1.: FROM TABLE 2 . 1 . 1
NIl/OR TABlE 2 . 1 . 2
USE 1.: · W/2 + Olf.
Z' x 3" ........
SEE TABLE 2 . 2 . 1 NIl/OR
TABLE 2 . 2 . 2
SINGLE CARPORT
Lawrence E. Bennett, P.E.
aw.. ENt>>EER - LlIM!.OPIen' CONStI.TANT
PA BOX 4388, SOUTH DAYTONA, FL 32121
lB.EPHONE (1104) 7fJ7-4774
FAX (804) 7fJ7-15Ile
@ COPYRIGHT 1998
NOT TO BE REPRODucED N WHOLE OR N PART WITHOUT TIE WRITTEN PERMS8ION OF LAWRENCE E BENETT. P.E.
. '.lIt{
SEAL
PAGE
49
SEAL
PAGE
SECTION 2
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS _
~
2" x 4" LUMBER TOP PlATE @ ROOF
2" x 2" ALlM<<JM OR
2" x 4" LUMBER #2 SP.F. (w.L)
SHEA THNG:
7/16" O.S.B. OR V2" PL YWOOO Wmt
STUDS 24" ON CENTER OR STRUC~AL
GRADE THERMAL PLY WITH S1U)S AT
16" ON CENTER
2" x 4" PRES~ TREATED PlATE WITH
3/S" x 4-V2" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DET ALS
SEE CONNECTION DETAILS
~
PAN OR COMPOSITE ROOF PAN:L
SEE SECTION 7
TOP PLATE P.T. OR WITH VAPOR
BARRER AT AL........... ROOF
w
..l
B
~
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ra
X
w
SEE CONM:CTION DETALS
...-------
~
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B
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/4" x 3 1/4"
TAPCONS @ 16" O.C. FOR MASONR;
#16d COMMON @ 16" O.C. OR #10 X 3
Yz" FOR WOOD, AND #10 x 2 Yz" SMS
FOR 1" x 2" ALUMINUMI #10 X 3 Yz SMS
FOR 2" X 2" ALUMINUM.
12" x PAN (SEE TABLE) USE W
TO SELECT PAN FOR REQUIRED SPAN
ALl.JW.I.JM POST AN> BEAM
W 1 VARIES
SHEA THNG:
7/16" O.S.B. OR V2" PL YWOOO Wmt
STUDS 24" ON CENTER OR STRUC~AL
GRADE 11-ERMAL PLY WITH STUDS AT
16" ON CENTER
2" x 4" PRES~ TREATED PlATE WITH
3/S" x 4-V2" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DET ALS
FOR FRONT BEAM USE L . W I 2+oVERHANG
...-------
~
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO HEADER CHANlllEL Wmt (3) #10 x 1/2" SMS. WI WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2" SMS. WI WAS/-ER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE Wmt 1-114" S.S. BOLT.
5. ANCHOR SI-EETlNG AS FOLLOWS:
A. PLYWOOD #Sd COMMON @ 6" O.C. EDGES AN> 12" O.C. FIELD.
B. STRUCTURAL GRADE THERMAL PLY PER MANlFACTURER'S RECOMM:NDATIONS
OR #6 x 1 1/4" DECK SCREWS @ 6" O.C. EDGES AND 12" O.C. FELD AS A W&tlAf.
Lawrence E. Bennett, P.E.
avI. ENGrEER - DEVELOPMENr CONSU. TANT
P.O. BOX 4388, SOUlli DAYTONA, Fl 32121
TEI.EPHOlIE (904) 7fI7-4n4
FAX (904) 7fI7-ll558
50
@ COPYRIGHT 1998
NOT TO BE REPRODUCED N WHOlE OR N PART WITHOlIT TIE WRfTTEN PERM8SION a= LAWRENcE E. BBfETT, P.E.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
r ~ W 1 W r I w---i
II II II II
II o~IIVARES II MONO-SLOPED ROOF II
~ II II ~ II OVERHANG VAAEs II
! JI II ! II II
A IrW/2+O.H. f A' nW/2 ~/2+0.H. i A-W/2+<W-
-I II II -I ii ~
~ II i
Bs
i II i
II '
L ' II L /I
II II
II /I
U U
t- t-
'l<- 'l<-
NOTE: FOR BEAM SPAN LENGTH "A" FOR SHADIG DENOlES MAXMN ROOF
TABLE 2 EQUALS TIE LARGER OF: A-W OR MEA FOR COI..lU48 AN) FOODG
A-W/2+O.H.
DOUBLE CARPORT SINGLE CARPORT
BEAM F REa.ED * SLOPE
FOR IOEE BRACN3
~1/21
.
* SLOPE
..
1/2
12
12
IOEE BRACE
W FOR BEAM SIZE
SEE TABLE 2 . 1 . 1
AN)/OR TABLE 2 . 1 . 2
AFTER ~ 'A'
LARGEST VALlE
W FOR BEAM SIZE
W FOR BEAM SIZE
* MNMJM SLOPE SHALL BE 1/2" PER 12" POST SIZE AN) SPACNG PER TABLE 2 .2.1
EXCEPT FOR 0.026" PANS FOR WHCH AN)/OR TABLE 2 . 2 . 2
TIE SLOPE SHALL BE 3/4" PER 12"
FOR SPANS EXCEEIlHG 12'-0" OR NOTE: IOEE BRACES ARE REQLR:D F POSTS
MAN.FACTlRRS RECOMMENlED SLOPE ARE NOT SET N CONCRE1C FooDG
END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT
Lawrence E. Bennett, P.E.
aVl. ENGItEER - OE\/ELOPIB./T CONSU..TANT
P.o. BOX 4388, 80UTlt DAYTONA, R. 32121
TB.EPHClfE (1104) ""-4T14
FAX (1104) ""-ll558
SEAL
@ COPYRIGHT 1998
NOT TO BE REPRODUCED II WHOLE OR II PART WITHOUT TIE WRrT1EN PERISSION OF LAWRENCE E. IIENETT, P.E.
PAGE
51
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2 '
T IS THCIOEss OF
REOlIRED POST
r
;.,.
(\I'
J-
~
TOP OF GRADE
~
3" x 3" POST SEE TABlE
I ~ (2):r x :r x "1" ANGlE OR
(1) U aiAtH:L X "r
3/8" X 3-1I:r BOLT
80 La. 2500 PSI CONCRETE PfE-LI)(
.. .
3" X 3" BASE
1
16"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
POST N ~
#4 BAR 12" LONG
POlJE) CONCRETE
REFER TO TABlE 2 . 4
3" X 3" POST TUW BOL lED
TO ANCHOR RISER
2-3/4" X 2-314" X 2-1I:r
~ LONG X 118" 1UiNG
WB.DED CCHECTION
r
L )
LL-JY
FASTEN PER TABlE 2 . 6
ISOLA TED FOOTING
12" X 12" X 114" PlATE
3-1I:r CONe. SI..A8
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MN.
BEFORE SLOPE ~
r u ""
' 1
~
TYPE I
FlAT SlOPE I NO FOOTNG
0-2"/12"
(1) #6 BAR CONT.
(1) #6 BAR CONT.
TYPE "
MODERATE SlOPE FOOTNG
2"/12" - 1-10"
TYPE " I
STEEP SlOPE FOOTNG
> 1-10"
NOTES: t NO FOOTNG REOlIRED EXCEPT WI-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNG
SlAB WITHOUT REN=ORCEP.t:NT. TlEN TR8UT'ARY ROOF AREA lM1m BY TABlE 2 . 4
2. MONol..mIc SlABS OR FOOTNGS SHAlL BE MN. 2,500 PSI CONCRETE WIT1i 8x8-1Ox1Q
WElDED WR: t.ESH OR F8ER t.ESH MAYBE USED N LEU OF t.EStl
3. F LOCAL BUI.DNG CODES REQlR:S A W&u.t FOOTNG USE TYPE . FOOTNG OR
FOOTNG SECTION REQl.WE) BY LOCAL CODE. LOCAL CODE GOVERNs.
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
ava. EI'<<ife;R - OE\IB.CRENr CONsc.I..TANr
P.o. BOX 43e8, 80UlH DAYTONA, R. 32121
lEUPHoN: C8(4) m-4774
FA)( (804) 787-lt55e
@ COPYRIGHT 1998
NOT TO BE REPAoDuceo N WHOlE OR N PART WIlliOUT THE WRrT1EN PBNssIoN a= LAWRENcE E IIENETT, P.E.
SEAL
PAGE
53
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
INTERNAL OR EXTERNAL RECEIVING CHANNEL
2" x 2" x 0.083" ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
C~ ANQiORS PER SCtEDU..E
EXTRlIlED AL.UMN.N BASE OR
BREAK FORMED lJ-CLP
CORROSION RESISTIVE STEEL
1lRJ BOLT PER SCtEDlJ,..E
ALlMUA 1\JBE COLlMoI
CONCRETE SLAB OR FOOTN3
TUBE COLUMN BASE SCHEMA TIC
INTERNAL BASE
NOTE: ATTACHMENT DETALS SHOWN REQURE
DIAGONAL BRACtlG FOR FREE-STAf>DIG
COVERS
Lawrence E. Bennett, P.E.
alii. EM>>IEER - DEVELOPIENT CONSUTANr
P.o. BOX 4388, 8OlJ1H DAYTONA. R. 32121
1B.EPtlOtE (804) 7~-4T74
FAX (804) 7~-8558
SEAL
PAGE
54
@ cOPYRIGHT 1998
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TIE WRnTEN PERaISSION OF LAWRENCE E. BBtETT. P.E.
A IT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
~ BEAM SPAN
W FOR BEAM SIZE
SEE TABLE 2 . 1 . 1 AN>/ORT ABLE 2.1.2
AFTER CQWII.JTN; W LARGEST VALlE
L
~
POST SIZE PER
TABlE 2 . 2 . 1 AN>/OR
TABlE 2 . 2 . 2
SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
KNEE BRACE NOT REQURED FOR
ATT ACtED ST'RlJC1U=IES
KtoEE BRACE REQURED F POST NOT
SET N CONCRETE FOOTN3
PAN OR COY'OSITE PAtEL ROOF
CENTER OF
BRACE CONECTION FOR
START OR EN) OF BEAM SPAN
.
.
.
.
.
KNEE
LENGTH
H-CHANEl.. KftEE BRACE 2" x 3. x 0.050" KftEE BRACE \YI11i
(3) f:1O x V2" EACH SDE OF BEAM U-CHANEI.. ON SI)E \YI11i
(3) f:1O x V2" AN> KftEE BRACE NTO POST AN> (3) #10 x V2"
EACH SI)E OF KftEE BRACE \YI11i CORROSION RESISTIVE WAStER
tEADED SCREWS
BEAM PERPENDIClLAR TO ROOF BEAM PARALLB.. TO ROOF
KNEE BRACE TO POST DETAIL
f- d-.50. ---r- d-.5O" -f
PLATE TO BE SAME
1'HCKN:SS AS BEAM WEB
PLATE CAN BE NSI)E OR
0l1TS0E BEAM OR LAP arr
SPLICE TO BE LOCATED V4 TO V3
BEAM SPAN AN> STAGGERED EACH
SDE OF SB..F MATN3 BEAM
SB.ECT FASTeERS FROM
TABLE 1 . 6
+ + + + + + + +
l' MAX.
1
"CI
J
DENOTES PATTERN
NOT N.UER SCH:W8
+ + + + + + + +
d . tEJGHT OF BEAM
BEAM SPLICE SHALL BE ~
d - .50. HEIGHT
2 x (d - .50") LENGTH
l' MAX.
SB.ECT FASTENER SIZE, N.NBER
AN> SPACNG FROM TABlE 1 . 6
TYPICAL BEAM SPLICE DETAIL
Lawrence E. Bennett, P.E.
QVL EM>>EER - DEVaOPloENT OONSU.TANT
P.O. BOX 43e8, BOU11i DA YTOMA, FL 32121
TELEPHONE (D04) 7ft1-4774
FAX (D04) 787-lS558
SEAL
@ COPYRIGHT 1998
NOT TO BE REPR(X)UCED IN WHOLE OR IN PART WITliOUT TIE WRITTEN PERM88ION OF LAWRENCE E IIENETT, P.E
PAGE
55
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
i ROOF PAN3.. SEE SECTION 7
>
ANCHOR PER DETAL FOR PAN
OR cot.POSITE PAN:L
SEE TABLE 2 . 3 FOR I'UABER OF
SOl TS AN> SIZE OF POST
BEAM AN> POST SIZES SEE
TABLE 2 .1. 1, TABLE 2 . 1 . 2 AN>/OR
TABLE 2 . 2 . 1, TABLE 2 . 2 . 2
COLLtJl..I NOTa-ED TO BUT
SIDE NOTCH POST TO BEAM CONNECTION
I,
>
ROOF PAN:L SEE SECTION 7
ANCHOR PER DETAL FOR PAN OR
cot.POSITE PAN:L
SEE TABLE 2 . 3 FOR I'UABER OF
SOl TS AN> SIZE OF POST
BEAM AN> POST SIZES SEE
TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN>/OR
TABLE 2 . 2 . 1, TABLE 2 . 2 . 2
COlUMN NOTa-ED TO BUT
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
avL EM>>IEER - DE\lELClPIoENT OONSU.TANr
P.o. BOX 4388, SOUTH DA VTONA, FL 32121
113..S"HOfoE (804) 7f!1-4774
FAX (804) 7f!1-85158
SEAL
PAGE
56
@ COPYRIGHT 1998
NOT TO BE REfIRa)UCEI) IN WHOLE OR IN PART WITHOUT 1lE WRIT"T8I PERl18810N a= LAWIB4CE E IIENETT, P.E.
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SEAL
PAGE
60
Table 2.1.2:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH
Applied Load = 17" Sq. R. 20., Sq. R. 23., Sq. R. 26., Sq. R. 32., Sq. R.
Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam
S' 16'-11" 1S'-7" 14'-7" 13'-8" 12'-4"
9' 1S'-11" 14'-9" 13'-9" 12'-11" 11'-8"
10' 1S'-2" 13'-11" 13'-0" 12'-3" 11'-0"
11' 14'-S" 13'-4" 12'-S" 11'-8" 10'-6"
12' 13'.10" 12'-9" 11'-11" 11'-2" 1 0'-1"
13' 13'-3" 12'-3" 11'-S" 1 0'.9" 9'-8"
14' 12'-10" 11'-10" 11'-0" 1 0'-4" 9'-4"
16' 11'-11" 11'-0" 1 0'-4" 9'-8" S'-9"
Load Width 2" x 7" x 0.055" x 0.120" Self Matlna Beam
S' 19'-4" 17'-10" 16'-8" 1S'-S" 14'.1"
9' 18'.3" 16'-10" 1S'-S" 14'-9" 13'-4 "
10' 17'-4" 1S'-11" 14'-11" 14'-0" 12'-7"
11' 16'-6" 1S'-3" 14'-2" 13'-4 " 12'-0"
12' 1 S'-1 0" 14'-7" 13'-7" 12'-9" 11'-6"
13' 1S'-2" 14'-0" 13'-1" 12'-3" 11'-1"
14' 14'.S" 13'-6" 12'-7" 11'.10" 10'-8"
16' 13'-8" 12'-7" 11'.9" 11'-1" 9'-11"
Load Width 2" x S" x 0.072" x 0.224" Self Mating Beam
S' 24'-10" 22'-11 " 21'-4" 20'-1" 1S'-1"
9' 23'-S" 21'-7" 20'.2" 1S'.11" 17'.1"
10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2"
11' 21'-2" 19'-6" 1S'-3" 17'-2" 1S'-S"
12' 20'-4 " 1S'-S" 17'.S" 16'-S" 14'-9"
13' 19'-6" 17'-11" 16'-9" 1S'-9" 14'-3"
14' 1S'-9" 17'-4" 16'-2" 1S'-2" 13'-8"
'16' 17'-7" 16'-2" 1S'-1" 14'-3" 12'-10"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
S' 27'-2" , 2S'-1" 23'-4" 21'-11" 19'-10"
9' 2S'-8" 23'-S" 22'-0" 20'-9" 1S'-S"
10' 24'-4" 22'-S" 20'-11" 19'-8" 17'.9"
11' 23'-2" 21'-4" 19'.11" 18'.9" 16'-11"
12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2"
13' 21'-4" 19'-8" 1S'-4" 17'-3" 1S'-7"
14' 20'-7" 18'-11" 17'-S" 16'-7" 14'-11"
16' 19'.3" 17'-9" 16'-6" 1S'-7" 14'.0"
Load Width 2" x 9" x 0.OS2" x 0.306" Self Mating Beam
S' 29'-S" 27'-4" 2S'-6" 23'-11" 21'-7"
9' 27'-11 " 2S'-9" 24'-1" 22'-7" 20'-S"
10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4"
11' 2S'-4" 23'-4" 21'.9" 20'-S" 18'-S"
12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8"
13' . 23'-3" 21'-S" 20'-0" 1S'-10" 16'.11"
14' 22'-S" 20'.8" 19'.3" 18'-2" 16'-4"
16' 20'-11" 19'-4" 18'-0" 16'-11" 1S'.3"
Notes:
Abole spans do not include length of knee brace, Add horizontal length of knee brace to abole spans for
total beam spans,
Lawrence E. Bennett, P.E.
alii. EiNl>>EER - 1lEVEL0PI0E'IT OONSU.TANT
PA BOX 4388, SOUTH DAYTONA, R. 32121
TEIB'HOI\E (1104) 7ff1-4T74
FAX (1104) 787-85158
@ COPYRIGHT 1998
NOT TO BE Fa'R(X)UCED II WHOLE OR II PART WITHOUT 1lE WRrT'TBII"EAIUION OF LAWRENCE E.IENETT, P.E.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2
Table 2.2.2: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = . 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH
Applied Load = 17 #/Sq. R. 20 #/Sq. R. 23 #/Sq. R. 26 #/Sq. R. 32 #/Sq. R.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Height Load In Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6
11 '-1 0" 5,184 305 259 225 199 162
13'-10" 3,888 229 194 169 150 122
15'-10" 3,024 178 151 131 116 95
17'-10" 2,268 133 113 99 87 71
Helaht Load In Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6
13'-9" 6,912 407 346 301 266 216
16'-1" 5,184 305 259 225 199 162
18'-4" 4,032 237 202 175 155 126
20'-7" 3,024 178 151 131 116 95
Height Load In Lbs 4" x 4" x 0.125" Hollow Extrusion -Aluminum Alloy 6063 T-6
15'-9" 9,312 548 466 405 358 291
18'-5" 6,984 411 349 304 269 218
21'-0" 5,432 320 272 236 209 170
23'-8" 4,074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH
Aoolied Load = 17 #/Sq. R. 20 #/Sa. R. 23 #/Sq. R. 26 #/Sa. R. 32 #/Sa. R.
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
Helaht Load In Lbs 3" x 3" x 14 Gauae Post - 46 k.s.i. Steel
19'-10" 1 0,050 591 503 437 387 314
21'-9" 7,430 437 372 323 286 232
23'-9" 5,638 332 282 245 217 176
25'-9" 4,371 257 219 190 168 137
Helaht Load In Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel
19'-8" 15,870 934 794 690 610 496
21'-7" 11,730 690 587 510 451 367
23'-6" 8,970 528 449 390 345 280
25'-6" 6,900 406 345 300 265 216
Helaht Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.l. Steel
26'-8" 12,650 744 633 550 487 395
29'-3" 9,350 550 468 407 360 292
32'.0" 7,150 421 358 311 275 223
34'.8" 5,500 324 275 239 212 172
Lawrence E. Bennett, P.E.
CIVl. ENGH:ER - DEVELOPM:NT CONStLTANT
P.O. BOX 4388, SOUTH OAYTONA, FL 32121
lB.EPHCltE (904) 787-4774
FAX (904) 787-8558
SEAL
@ COPYRIGHT 1998 PAGE
NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TI-E WRITTEN PERMSSION OF LAWRENCE E. BEI'#ETT, P.E. 63
SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam Minimum # Thru-Bolts (Ii>. L=D+ W'
Size Post Size 1/4" " 3/8" "
2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 -
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 -
2" x 4" x 0.038" x 0.100" Self Matina Beam 3"x 3"x 0.060" Scalloped 2 -
2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 -
2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2
2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2
2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3
2" x 9" x 0.082" x 0.306" Self Matina Beam 3" x 3" x 0.125" 4 3
Table 2.4: Footings - Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH
APplied Load = 17 #/SQ. R. 20 #/SQ. R. 23 #/SQ. R. 26 #/SQ. R. 32 #/SQ. R.
Existing Slab on Grade
with unknown 20 17 15 13 10
reinforcement
Isolated Footing
Dimensions.. Maximum Attributable Roof Area in SQuare Feet
1'-0" x 1'-0" x 1'-0" 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 59 50 43 38 31
1'-6" x 1'-6" x 1'-6" 77 66 57 51 41
1'-8" x 1'-8" x 2'-0" 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 324 276 240 212 172
uNotes:
Isolated Footing is a poured concrete rectangular solid (Length x VVidth x Depth),
Slab on grade must be new or in good condition.
Pre-Cast Block Footing.
Pre-cast footing block ( 16" x 16" x4") at 24" below grade with 80 # bag pre-mix concrete and
backfilled to arade.
Dimensions Maximum Attributable Roof Area in Square Feet
1'-4" x 1'-4" x 2'-4" 102 87 76 67 54
Lawrence E. Bennett, P.E.
eM. ~ - DEVaOPABlT CONStLTANT
P.o. BOX 4368. SOUT1-I DA VTONA. FL 32121
TB.EPHOtE (904) 7~-4T74
FAX (904) 7~-ll558
SEAL
PAGE @ copYRIGHT 1998
64 NOT TO 8E REPROOUCED tI WHOLE OR tI PART WITHOUT TIE WRT1EN PEJUSSION OF LAWRENCE E. BEMETT. P.E.
SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.6.1 Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum Extrusions
6063 T -6 Aluminum Alloy (Fb = 15,000 psi)
Wind Load
Applied Load
Load Width
16"
24"
Load Width
16"
24"
Load Width
16"
24"
Load Width
16"
24"
Load Condition
102 M.P.H 110 M.P.H 120 M.P.H 130 M.P.H 140 M.P.H
19 # I Sq. R. 23 # I Sq. R. 26 # I Sq. R. 29 # I Sq. R. 36 # I Sq. R.
2" x 2" x 0.032" Hollow extrusion
9'-9" 8'-10" 8'-4" 7'-11" 7'-1"
7'-11" 7'-3" 6'-10" 6'-5" 5'-9"
2" x 2" x 0.036" Hollow Extrusion
10'-2" 9'-3" 8'-8" 8'-3" 7'-4"
8'-3" 7'-6" 7'-1" 6'_8" 6'-0"
2" x 2" x 0.044" Hollow Extrusion
11'-1" 10'-1" 9'-6" 8'-11" 8'-1"
9'-0" 8'-3" 7'-9" 7'-4" 6'-7"
2" x 2" x 0.055" Hollow Extrusion
12'-1" 1 0'-11" 10'-4" 9'-10" 8'-9"
9'-10" 8'-11" 8'-5" 7'-11" 7'-2"
Table 2.6.2 Allowable Stud Heights
Florida Extruders International, Inc.
TRIPLE BOSS ™ 2 x 2 (PATENT PENDING)
Load Condition
Load Width 2" x 2" x 0.032" Hollow Extrusion
16"
24"
1 0'-1"
8'-3"
9'-2"
7'-6"
8'-7"
7'-0"
8'_2"
6'-8"
7'-4"
5'-11"
Note:
The above listed allowable heiQhts are measured from the bottom oftop plate to top of bottom plate,
Lawrence E. Bennett, P.E.
CIIII. EM>>EER - DEVELClAENT CXJNSU.TANr
P.O. BOX 4388, SOUTH DAYTONA, FL 32121
1B..EPHOtE (804) 7ff7-4n4
FAX (804) 787-85l58
SEAL
PAGE
66
@ COPYRIGHT 1998
NOT TO BE REPRODUCED 101 WHOLE OR 101 PART wnHOUT TlE WRrTl8I PEA.SSION OF LAWFENCE E. BENETT, P.E.