HomeMy WebLinkAbout01-0724
BUILDING PERMITN~
0724
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
J40.~
BUilDING
Date J , - , - 0 (
3~'~
ELECTRICAL
~2.~
PLUMBING
MEC~ICAL
Sewer Conn
Water Conn:
Property Owner: ':5 ~~ (! S jVl {.. {J (A, tit cAl)
Job Address: ,?'~b:t' (;)\J..(M'Jr1.. Dr.
Parcell.D. # ')4-1("~ J 1- ()D~O. 00000 ~
Water Meter:
T.I.F.'s:
Zoning:
DescriPtion of Work
Energy Code:
Mo-\-or Po.r-k
U;:J'O
. Radon Gas: -1-'. Lfj
FINAL 1- I - 0 '^'
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City license Registration #
State Certified license'
Permit Fee j I ~. 9 \of . /
Signature . .~/y 1~~'4f,",,_4
Company
Address
Valuation or
Contract Price
275 u(). ~
?/r-- /)j"2~
,
Telephone#
t.( ........,
Ftr. "/ ~-s-ol,eLf
Pre SLB r /.
.
Lintel
FRM. if I-~-o 2. R- <"'1
Insul. Cl
Wl
Tp. Serv.
Rough In /r-'].fJ2 (<LLf
Meter Can
Const. Pole
Pool
pre-4er
Final -11...p :J...
SlB !J-';Fl-O/ ,iill
Tub Set .//-3~2. RLy
Water
Sewer /l-~ol v.. 'f
Final ,/1-11"-
Breakers
Ducts Ins!.
Compressor
Final
BUilDING
ELECTRICAL
PLUMBING
Driveway # -S-:O / I!L If
tlJo 6~
.
SAIl1"rvCJ7E/<G7#FlJ) /.1..-1'-() I Ll-If
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called,
e. Permit not posted on job site.
f. Plans not at job site.
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
^ II
('J;u'1' c \
CITY OF ZEPHYRHILLS PERMIT APPLICATION . \ {-5~
BUILDING DBPARTMENT 5335 Sth STRBBT ZBPHYRHILLS, FL 33540
Phone:S13-7S0-0020 Fax:S13-7S0-0021
DATB RBCBlVED /6. Z I.{ - () I
PLANS REVIEW FBB
OWNER'S NAME ~~es -r- ~q;A $(" ~cPk
JOB SITE ADDRESS >39'~ 31 tj/wCiI"'TZ .Or
PHONE CONTACT 9'&'/- ~:2f/ -3/..72-
I
LEGAL DESCRIPTION: LOT(S)
;It!
,
BLOCK ;,2 tr
SUBDIVISION
') j
,
WORK PROPSED: ~EW CONSTRUCTION
- ()6~{;j - -Coc;e-v - t:. D
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI - FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
o OTHER
DESCRIPTION OF WORK
D RESTAURANT & HEALTH
Hfd~r ~",T
/r::2 1<'.;;2 :3
DEPARTMENT APPROVAL
/3 } r;, J J
BUILDING SIZE
SQUARE FOOTAGE / / L/ L/
,
HEIGHT
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
~LDING
~ECTRICAL
~UMBING
$
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C.
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
BUILDBR
COMPANY
SIGNATURE
BLBCTRICIAN
**********************************************************
SIGNATURE
COMPANY /ytC( ~7c,-,t..j Hec.~
STATE CERT OR REGIST #
CITY PROCESSI~ z., ~
*****************************************************************
<-1)j u:!--
PLUMBBR ~ COMPANY /:Jail Fh ~//t!/ A- ~
~ 2:~A'/ / STATE CERT OR REGIS.'!' #
SIGNATURE~~ L.. ,,~vr CITY PROCESSl7dfJ2
******************************************************************
MECHANICAL
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
OTB&R
COMPANY
S'J'1lf71!/' ~ Otr 1t/!It'n:!rT ,
CITY PROCESSING #
SIGNATURE
*****************************************************************
- ---Ln
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_ __ _ __"___ _n~____ __ ___ ___ __._ _ ~__ _.~ ~_ ___ ___ _____ _
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~roptl5'al
Page #
of
pages
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A to Z Aluminum
(813) 715-7523
/ Zephyrhills, FL
Proposal Submitted To:
.....T., ) c:. ...~ ) "1'"
Address
Job Name
Job #
Job Location
Date
Date of Plans
We hereby submit specifications and estimates for:
11l0/-Q r ~cr...( C:f;7'~E 1(/1I{L;'if1'1'6.E0:icJ/"'j} 1 J1 ~(f>6'
~~.X/ :> .5/1. ed., .......lIc;et~ Llf' ...~~'.r.. L/L}{iJ5he;r"'ICZ,,);,(:-c.-\)
L2cJ</,Sjlf.&:;; . . 5ho?1.f eJr:j . . ,;ilQa[ . Aid. ~l 'J-ec .+C:' Y< ""'1'/ QJ
L.:~l,:: <:.~ ... l1(~ (?[~/I~IG;. 70 <~de:....... ...~Eq~:Jm.L!) ,/<i-0)/ic.,h~1:/CJ(;J .c......... ..(()(,j I
(.,._/Ik7,k/tl{Qo'1"1k1-J.1?1~-!t' ~)J5.. .'-I..~..X$-I<;/c; ../(C"'/..~1.),T'<2t^' ,::fe c; r
.?",c(/{d5m('i?f?/~1~ ..E~lknC>t-?m C if g:... ..:itd..-e.. .m.?mf" .HQJ;1j~
:Jh.:.:,(1/?G!Ia.<::l........ .. ..&.7/ ..--r-A rf"t'A76 ..c;~{ L.. ..... /g.5ijL?i,icc~ if)vc:'L .
i- L~".J~vr.~~ml4?t....c::q&(~( dC?Q6 .../f<c;c"C'.<;'{/{.;l" ..m;2~.,r-<:.?Qc;)Q ............ .....
~. "'70 Orcu.J/'l<S-
c
0) ~ - /v IE;'
(~...H)' -::::". ; bee L ' i
";(.;;J....,:,
We propose hereby to furnish material and labor - complete in accordance with the above specifications for the sum of:
) ~ .,r- i '.".J (~,'" .,,' .
,,; (, .s 0 u / .. '" ..~..~ 'z~:.? "7-
$ =- I J / / " /"
with payments ~e made as follows: '/.5 / _" ... .:(
500iPtJ ~/JlII1)IA<. k.' 7jSOVf fA/iN BI2 qk'e o-ftI-,/C'kJ/3...u,/ /'1f
Any alteration or deviation from above speGifications involving extra costs will be Respectfully"" /.) / c. _,../
executed only upon wrrtten order, and will become an extra charge over and b 'tt d (........-t .A,:...,~.2...- .'.
above the estimate. All agreements contingent upon strikes, accidents, or delays SU mJ e
beyond our control. Note - this proposal may be withdrawn by us if not accepted within
Dollars
'"',
i
/
./
,/
days,
~tttptanct of tlropo~al
The abo. vi prices, specifications and conditions are satisfactory and are
hereby a;:t:epted. You are authorized to do the work as specified.
Payments will be made as outlined above,
Signature
~~
~
Date of Acceptance
. i ~ J' ,'-. i
Signature
{-"".
I!
Si; NC3819 MADE IN USA
NOTICE OF COMMENCEMENT
State of
12.
County of
~5[C>
,
THE tmDERSIGNED hereby gives notice that improvement will be made to c2rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencemcnt:
1.
Description of Property: Parcel No. 2,/-::J& - 2l- no (.;,0 - tfV(<"J (1)00 / bID
2.
General Description of Improvement
(Legal description of the property and street address if available)
J#6/;,r 8rV
X 3.
O\vncr Information: Name ::!Ar{\~s A W\cQUfld'5>i2 ~R '\- 'JORrIJ t\ MCOUA~C
\
Address 31(031 QvAR..TZ 'DR. City ZE.ft-/'f/(H-ILLS State FLS"JS-io
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
4.
Contractor: Name /Il r;; 2 I4-ltt c.n
Address /;; 'l6'1 tf;r .Jk 1Jr: City f4.//p V?
,
State r;!
5. Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
5 C1M1e
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Exp.lrat...ion date at Notice of Commencement (the expiration date is 1 year
fr0m the date of recording unless a different date is specified.)
)(. Signature of Owner~~~ S\D
Sworn to and subscribed before me this
~(.I '-J Cqn~ > vY? c.. Cc.\ (., .(1 ~ Fh rr) ~>c
. .J u c' ,._ IY\(, &L'~' d \.: r /.-.. ~)'\ '.::2-~l-
Notary Public: ....'b'-. '- L
./",,,-
My CammissioncExpires:
~ ,,~;>f/ /71 c t;;;~~
l7
Ie 1. ~ . .
I day of C)c 'fC) bf; I~
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I.\.~~ .~ >-<"'-l,"l-C
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PC93053048
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CODES, ~ &,Ulilrt.i ~;llrl i-lL h(tViUL,Ui
M~~IIII"II -DARB BUILDING, PlUMBJNG,
-.....I.E.C. AND cm Of ZEPHYlJaw
ORDlfWfCES.
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DATE DI i
BUILDING mROVEDi3Lil.-~('1
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SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
TYPE I
FLAT SLOPE / NO FOOTING
0-2" /12"
(1) #50 BAR CO NT.
2'-0" MIN,
BEFORE SLOP
~
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1, NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION
UNTIL THE CARPORT OR PATIO COVER EXCEEDS 20'-0" THEN A MINIMUM OF A TYPE II
FOOTING IS REQUIRED.
2, FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14" FOR TYPE III FOOTING.
3. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
4, IF lOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767~556
SEAL
',--
PAGE
2-18
@ COPYR1GHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
~
r-
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III
:~
.....
N
W
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CD
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NOTE:
FOR BEAM SPAN LENGTH
"A" FOR TABLE 2 EQUALS
THE LARGER OF:
A1=W
A2 = W/2+0.H,
.---..,
* MINIMU OPE SHALL BE
1/2" PER 12
0.026" PANS FO
THE SLOPE SHALL BE 3/4"
PER 12" FOR SPANS
EXCEEDING 12'-0" OR
MANUFACTURERS
RECOMMENDED SLOPE
END VIEW DOUBLE CARPORT (GABLED)
1-
N
W
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SECTION 2
t MON~-;LOPED t
III ROOF III
III OVERHANG II'
II VARIES II
A2 -~ A2
III ~-
1,1 V/
II' I I
II I
1'1
III
II
I
SHADING DENOTES
MAXIMUM ROOF AREA
FOR COLUMNS AND
FOOTING
SINGLE CARPORT
* SLOPE
1/2 r
12
'W FOR BEAM SIZE
SEE TABLE 2,1.1 AND
OR TABLE 2,1.2 AFTER
COMPUTING 'A'
lARGEST VALUE
POST SIZE AND SPACING
PER TABLE 2.1,1 AND 1 OR
TABLE 2.2.2
NOTE:
KNEE BRACES ARE
REQUIRED IF POSTS ARE
NOT SET IN CONCRETE
FOOTING
END VIEW SINGLE CARPORT
Lawrence E. Bennett, P. E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E
PAGE
2-9
SECTION 2
W
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SEAL
PAGE
2-4
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEE CONNECTION
DETAILS
(SECTION 7)
PAN OR COMPOSITE
PANEL
(SEE TABLES SECTION 7)
r
2 x 4 LUMBER #2 S,P,F,
(MIN,) OR
2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
FOURTH WALL FRAMING
WHERE REQUIRED
UTILITY SHED WALL SECTION
Lawrence E. Bennett, P.E.
CiVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767~556
HURRICANE CLIPS FOR
WOOD (SEE PAGE 2-5)
2 x4 TOP PLATE@ ROOF
(DOUBLE TOP PLATE IF
LENGTH OVER 16'
TOP PLATE P.T. OR WI
VAPOR BARRIER @
ALUMINUM ROOF
SHEATHING: 7/16" O,S.B.
OR 1/2" PLYWOOD WI
STUDS 24" 0, C. OR
STRUCTURAL GRADE
.I,~. u... ._. ...., ../ ~, v...,..,.
II J. "CT.
2 X 4 PRESSURE TREATED
PLATE WI 3/8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" 0, C, (SEE SLAB
DETAILS)
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
~-- BEAM SPAN
USE W/2 FOR BEAM SIZE
(SEE TABLE 2.1.1 AND 1 OR TABLE 2.1,2
AFTER COMPUTING "A" LARGEST VALUE)
POST SIZE
(SEE TABLE 2.2.1 AND 1 OR
TABLE 2,2.2)
SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
SPLICE TO BE LOCATED
1/4 TO 1/3 BEAM SPAN AND
STAGGERED EACH SIDE
OF SELF MATING BEAM
DENOTES SCREW
PATTERN NOT NUMBER OF
SCREWS
PLATE TO BE SAME
THICKNESS AS BEAM WEB
SELECT FASTENERS
FROM TABLE 1.6
d = HEIGHT OF BEAM
/0
LO
1-6
1" MAX.
1
"0
J
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP
CUT
FASTENER SIZE, NUMBER
AND SPACING
(SEE TABLE 1.6)
f-- d-.50" ----r-- d-.50"-f
BEAM SPLICE S~AlL BE
MINIMUM d - ,50"
+ + + + + + + +
+ + + + + + + +
1"MAX,
HEIGHT 2 x (d - ,50")
LENGTH
TYPICAL BEAM SPLICE DETAIL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
PAGE
2-11
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
CONNECTORS
(PER TABLE 2,3)
/ PAN ROOF PANEL
(J>
SEE TABLES FOR BEAM SIZE
(J>
(J>
CENTER OF !
BRACE
CONNECTION
START OR END
OF BEAM SPAN
KNEE BRACE NOT
REQUIRED FOR
ATTACHED
STRUCTURES AND
ROOF PROJECTION
FROM HOST LESS
THAN 20'
KNEE BRACE
REQUIRED IF POST
NOT SET IN
CONCRETE FOOTING
2" x 3" x 0.050"
MINIMUM KNEE BRACE
(SEE TABLE 2.3)
COLUMN
INTERNAL ANGLE OR
U-CLlP
CONNECT KNEE
BRACE TO COLUMN
AND BEAM WITH 0.050"
'U' CHANNEL, 'H'
CHANNEL, OR GUSSET
PLATE, FASTEN WITH
S,M,S, AT EACH
CONNECTION POINT
PER TABLE 2,3
KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
'-
PAGE
2-12
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRllTEN PERMISSION OF LAWRENCE E BENNElT, P.E
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
FOR NUMBER OF BOLTS
AND SIZE OF POST (SEE
TABLE 2,3)
BEAM AND POST SIZES
(SEE TABLE 2,1,1,
TABLE 2.1.2 AND I OR
TABLE 2,2.1, TABLE 2,2,2)
~
;
-=r=-
I
I
I
I
1 3/4" x 1 3/4" x 0.063"
RECEIVING CHANNEL
THRU BOLTED TO POST WI
THRU BOLTS FOR SIDE
BEAM (SEE TABLE 2,3 FOR
NUMBER OF BOLTS)
--,,---
..]
~
(/)
w
0:::
<(
>
ROOF PANEL SEE SECTION 7
'-:'"
SIDE NOTCH POST TO BEAM CONNECTION
/
/
!
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
ANCHOR (SEE DETAil FOR
PAN OR COMPOSITE
PANEL)
COLUMN NOTCHED TO
SUIT
ANCHOR PER DETAIL
FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF
BOL TS AND SIZE OF
POST (SEE TABLE 2,3)
BEAM AND POST
SIZES (SEE TABLE
2,1,1, TABLE 2,1.2
AND / OR TABLE 2.2.1,
TABLE 2.2.2)
COLUMN NOTCHED TO
SUIT
'-
2-14
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P.E.
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
ALUMINUM/STEEl
COLUMN
SEE SECTION 9 FOR
ANCHORS
CONCRETE SLAB OR
FOOTING
'U' CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
(SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ALUMINUM/STEEL
COLUMN
CONCRETE ANCHORS
(SEE SECTION 9)
CONCRETE SLAB OR
FOOTING
ALUMINUM / STEEL
COLUMN
CORROSION RESISTIVE
STEEL THRU BOLT PER
SCHEDULE
SEE SECTION 9 FOR
CONCRETE ANCHORS
CONCRETE SLAB OR
FOOTING
SEE SECTION 9 FOR
ANCHORS
2" x 2" WITH WALL
THICKNESS EQUAL TO OR
GREATER THAN COLUMN
WALL
'---
INTERNAL EXTRUDED
UMINUM BASE OR
K FORMED U-CLlP
WALL EQUAL TO OR
A TER THAN POST
L
NOTE:
ATTACHMENT DETAILS
SHOWN REQUIRE
DIAGONAL BRACING FOR
FREE-STANDING COVERS
POST TO CONCRETE CONNECTION
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
--
@ COPYRIGHT 2000
2 -16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
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 I 120 MPH I 125 MPH 140 MPH
Applied Load = 17# ISq. Ft. 20# I Sq, Ft. 23# I Sq. Ft. I 26# I Sq. Ft. 32# I Sq. Ft.
Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam
6' 15'-1" 13'-11" 12'-11" 12'-2" 10'-11"
8' 13'-1" 12'-1" 11 '-3" 10'-7" 9'-6"
9' 12'-4 " 11'-4" 10'-7" 9'-11" 8'-11"
10' 11 '-8" 10'-9" 10'-1" 9'-5" 8'-6"
11' 11 '-2" 10'-3" 9'-7" 9'-0" 8'-1"
12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9"
13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6'
14' 9'-11" 9'-1" 8'-6" 7'-11 " 7'-2"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4'
8' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8"
9' 13'-10" 12'-9" 11 '-11" 11'-2" 10'-1"
10' 13'-2" 12'-1 " 11'-3" 10'-7" 9'-7"
11' 12'-6" 11 '-7" 10'-9" 10'-1" 9'-2"
12' 11 '-11" 11'-1" 10'-4" 9'-8" 8'-9"
13' 11'-6" 10'-7" 9'-11" 9'-4" 8'-5"
14' 11'-1" 10'-3" 9'-6" 8'-11 " 8'-1"
Load Width 2" x 8" x 0.072" x 0,224" Self Mating Beam
6' 22'-0" 20'-4" 18'-11" 17'-10" 16'-1"
8' 19'-1 " 17'-7" 16'-5" 15'-5" 13'-11"
9' 17'-11 " 16'-7" 15'-5" 14'-6" 13'-1 "
10' 17'-1 " 15'-9" 14'-8" 13'-9' 12'-5"
11' 16'-3" 14'-11" 13'-11" 13'-2" 11'-10"
12' 15'-7" 14'-4" 13'-5" 12'-7" 11 '-4"
13' 14'-11" 13'-9" 12'-10" 12'-1" 10'-11"
14' 14'-5" 13'-3" 12'-5" 11 '-8" 10'-6"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
6' ~ 22'-6" 20'-11" 19'-9" 17'-9"
8' 19'-6" 18'-2" 17'-1" 15'-5"
9' 19'- 18'-4" 17'-2" 16'-1 " 14'-6"
10' 18'-11" 17'-5" 16'-3" 15'-3" 13'-9"
11' 18'-0" 16'-7" 15' -6" 14'-7" 13'-2"
12' 17'-3" 15'-11 " 14'-10" 13'-11 " 12'-7"
13' 16'-7" 15'-3" 14'-3" 13'-5" 12'-1"
14' 15'-11" 14'-9" 13'-9" 12'-11" 11 '-8"
Load Width 2" x 9" x 0.082" x 0,306" Self Mating Beam
6' 26'-4" 24'-4" 22'-8" 21'-4" 19'-2"
8' 22'-10" 21 '-0" 19'-7" 18'-5" 16'-8"
9' 21'-6" 19'-10" 18'-6" 17'-5" 15'-8"
10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11"
11' 19'-6" 17'-11" 16'-9" 15'-9" 14'-2"
12' 18'-8" 17'-2" 16'-0" 15'-1" 13'-7"
13' 17'-11" 16'-6" 15'-5" 14'-6" 13'-1"
14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7"
Notes:
Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for
total beam spans,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE
PAGE
2-21
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
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 I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 #/Sa. Ft. 20 #lSa. Ft,l 23 #/Sa. Ft. 26 #lSa. Ft.132 #lSa. Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Heiaht Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allo, 6063 T-6
11'-10" 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" 2268 133 113 99 87 71
~ Load In Lbs 3" x 3" x 0,125" Hollow Extrusion - Aluminum Allo, 6063 T-6
6,912 346 301 266 216
-1 5,184 305 I 259 225 199 162
18'-4" 4032 237 I 202 175 155 126
20'-7" 3,024 178 I 151 131 116 95
Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Allo, 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" 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH 110 MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #/Sq, Ft, 20 #lSq. Ft.1 23 #/Sq. Ft.1 26 #lSa. Ft. 32 #lSq. Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Heiaht Load in Lbs 3" x 3" x 14 Gauge Post - 46 k,s.i. Steel
19'-10" 10,050 591 503 437 387 314
21 '_9" 7,430 437 372 323 286 232
23'-9" 5638 332 282 245 217 176
25'-9" 4371 257 219 190 168 137
Height 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" 8970 528 449 390 345 280
25'-6" 6,900 406 345 300 265 216
Heiaht Load in Lbs 4" x 4" x 14 Gauge Post. 46 k.s.i. Steel
26'-8 " 12,650 744 633 550 487 395
29'.3" 9350 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.
CIVIL ENGINEER. DEVELOPMENT CONSUL rANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
@ COPYRIGHT 2000
2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E.
"--
.,
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTIC ,-J 2
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6 ..-
Beam Minimum # Thru-Bolt (ij) L=D+Y," Minimum Min. Ii ,',nee
Size Post Size 1/4" III 3/8" " Knee Brace* Brace Saews
2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0,050" (3).~
2" x 4" x 0.050" Hollow 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x 0,050" (3\;'8
'...:-
2" x 4" x 0,038" x 0,100" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x 0,050" (3);~
2" x 5" x 0.050" x 0,100 Self Mating Beam 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x 0,050" (3):'-L-
2" x 6" x 0,050" x 0.120" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 - 2" x 3" x 0,050" 13\.:./..!..!!..-
2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0,093" 3 2 2" x 4" x 0,050" (3\1#10
2" x 8" x 0,072" x 0.224" Self Mating Beam 3" x ~ 3 . 2" x 4" x 0,050" (3) #12
4 2" x 4" x 0,050" ('J) #14
~6" Self Mating Beam 3" x 3" x 0,125"
4 3 2" x 4" x 0,050" (3)#14
The minimum number of thru bolts is (2)
* Minimum post/beam may be used as minimum knee brace
Table 2.4 Footings - Maximum Roof Area for Carport Posts
Wind Zone = I 102 MPH 110 MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #/Ft.2 20 #1Ft. 2 23 #/Ft. 2 26 #/Ft. 2 32 #/Ft~
Existing Slab on Grade with unknown 20 17 15 13 10
reinforcement
Isolated Footing Rating # Uplift
Dimensions** Maximum Attributable Roof Area in Square Feet
1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1'-6" x 1 '-6" x 1 '-6" 1320 77 66 57 51 41
1 '-8" x 1 '-8" x 2'-0" 2040 120 102 89 78 64
1 '-8" x 1 '-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2' -0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
"Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
Pre-Cast Block Footing
Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to grade.
Dimensions Uolift Ratina # Maximum Attributable Roof Area in Sauare Feet
(1\ 80# Ban 1,734 102 87 76 67 54
(1\80# Baa 1,819 107 91 79 70 57
(1) 80# Baa 1,904 112 95 83 73 60
Note: Maximum uplift on post is determined by multipying maximum attribl;table roof area x applied load.
Example: Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq, Ft.
Uplift on post = 77 x 20 = 1,540#
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
@ PAGE
COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-25
SOLID ROOF PANEL PRODUCTS
SECTION 7
[,
J
12"
r
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
[,
J
12"
r
1
~ I ~Un
SELECT PANEL DEPTH 1
FROM TABLES
ALUMINUM SKIN
E.P.S, CORE
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARD],
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E.
PAGE
7-1
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SECTION 7
SOLID ROOF PANEL PRODUCTS
0,019" ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
#8 x 1/2" CORROSION
RESISTIVE WASHER HEADED
SCREWS @ 24" O. C.
ALTERNATE #8 x 1/2" S. M. S.
WI 1/2" 0 WASHER.
r TI'" ..." "......, ""... ....,. .,... '.'..[..' ....... ........ 'If
.......................................................................................................................
I :.:':.:.:.:':':':':.:.:':-:.:-:':':':.:':-:.:.:-:.:.:':':-:':':.:.:-:.:.:.:':':-:':-:':.:.:':':-:.:':':':':':.:-:.:-:.:
...........................................................
1---- :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
1 w 1
TYPICAL INSULATED PANEL
NOTES: 1, INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN.
2. COVER INSULATION WITH 0,019" PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE
PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS,
4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER
HEADED SCREWS,
5, SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O,C, FIELD ON EACH
PANEL.
6, ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8 x 1/2" CORROSION RESISTIVE
WASHER HEADED SCREWS,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767.0556
SEAL
PAGE
@ COPYRlGHT 2000
7 -1 0 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E.