HomeMy WebLinkAbout99-9053
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
09053
/2/7./97
/" O. ~
BUILDING
Date
Js .. <of!!?
ELECTRICAL
:2s.~
PLUMBING
MEC~ICAL
Sewer Conn
Water Conn:
Property Owner: f?:l ( W.' t ( · "Cl_.s
Job Address: ~ ~ 3 G:- yC\. ( d
~ ',,4e
~~ Wale, Mate<
. '1"72.1 T.I.F.'s:
q.y I ~Y'
Radon Gas: -1 (, '1::L f
Parcell.D. #
Zoning: Energy Code:
Description of Work 1\110 +0 r pc/ oJ-
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C.O.
3- 3:-00
DATE
..:J ,. 2.- 0 0
DATE
NO OCCUPANCY BEFORE C.O.
Inspector
Valuation or
Contract Price
")7 7ot>. ~
"
Permit Fee
City License Registration #
State Certified License#
?s97
\
---- Signature
Company
Address
--' Telephone#
A-kJ 2 Ar~-..
~{(
BUILDING
DJp~~ b(tc.
ELECTRICAL (761/
PLUMBING J'
ME
Ftr.
Pre SLB I 2. -z-J-97' i IE!....
Lintel
FRM. Z//I--Gt!J .2;(_
Insul. CL
WL
Tp. Servo
Rough In Z-II-OOJ ~R
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB /2.-Zi-tfJ9.s €-
Tub Set Z--CjJ,.OzjJlte...
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.
~tJ , t R-
SQ. FEET PRICE
MAIN OR LIVING AREA
,
OTHER AREA UNDER ROOF
OTHER
A '1:'&> L f\LVl~I\.IV ~
L.cT '2-u"3
6tv'\ .h N r -
/~
~?
"''':;)
VALA) , 2- 7 qo-o v
.
BUILDING: lh D., :::.~
ELECTRICAL: ~_'V~
?,
PLUMBING: l-t:), ~~
MECHANICAL: ,J 1t'J
ll~ ~1. Ft. RADON: 1/ ' '-l Lf
CREDIT: /J}lt
SEWER: IJIvt
WATER:
TOT AL: <
T .1. F'.S I IS tit I
-G LI'-t l-- -- 2 7...\ ~ '-l-4
APPLICATION FOR PERMIT
CITY OF ZEPHYRRILLS
BUILDING DEPARTMENT
7/5-7521
DATE RECEIVED 1/ /J)199
PLANS REVIEW FEE
OWNER'S NAME @ ~ l l
JOB ADDRESS 2> Cf C, .~ 0
LEGAL DESCRIPTION: LOT(S)
w / { ( I'a.. (tv\ ~ PHONE
C ha NC> p~ 1< oo..d / 2e.phy Y"h/ (Is f "'fL, {cm el-Q. (J f (') /~t/e)
~ V 3 BLOCK SUBDIVISION
PARCEL ID # I
WORK PROPSED: ~NEW CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATI ON
o REPAIR
o INSTALL
Os I GN
o MOVE
o DEMOLI SH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
mo:tOY
fJ f) '( -t
SQUARE FOOTAGE
,
:JP X 1-f
I
BUILDING SIZE
HEIGHT
I~'
,
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (21 SETS OF BUILDING PLANS & (11 SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (11 SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
J BUILDING
~ ELECTRICAL
EtJ PLUMBING
o MECHANICAL
PERMITS REQUESTED
$
!J..~ 100
.. 00 VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
D ROOFING
o SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER
COMPANY ,4~?o M ~~I(I~ ~~~(;:is
STATE CERT OR REGI ST # - f]
CITY PROCESSING # ~5 't 7
* ****************************************
SIGNATURE
..COMPANY f) tni) ~,f rJ L- (e.C-,
STATE C~ST #
CITY PROCESSING # /7 Pi
- ELECTRICIAN
******************************************************************
, ~ M
PLUMBER
- -. .....--.-.-'., ,; ~
C SIG~e.vRF. :j!<<:ff{ . .
c
.COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
~lAtl5
f ('<-001:.,' ~
}?)/j:L
***********.*******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NQTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" ~hich .
may be more restrictive than City regulations. The undersigned assumes responsibility fo'r
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
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
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
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 NER: YOUR FAILURE TO RECORD A NOTICE OF CO
PAYING T C FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
WITH YO ENDER OR TTORNEY BEFORE RE ORDING YOUR
$2,500 I VALUE DO NEED TO RECORD D POST A
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 I
C1ho is personally known to me, or
Dwho has produced
(type
and whoD did Ddid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid Diid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
Rcpt: 374295 Rec: 6.00
DS: 0.00 IT: 0,00
11/30/99 Dpty Clerk
JED PITTMAN, PASCO COUNTY CLERK
NOTICE OF COMMENCEMENT 11/30/99 02:50p. 1 of 1
OR BK 4269 PG 900
f?(Sc.O
TUB tmDERSIGNBD hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
,R4.
t.,;-:--
5.
I nlllllllllllllllllll 11111111111111111111 11111111
99150682
~L (
State of---=T- 0 Y I d a...
County of
1.
Description of Property: Parcel No.
;;2 'I-oJ 6~";; /- CJC7?DO-O~OtO"O_ 12.'03
'd .;t03
ava~ a Ie)
rO'c-t- S ~ed CA.Nrf
(Lega
descr1pt1on 0
the property an street a
YY'1 0 1-'0 '("
2 .
General Description of Improvement
\UN~ L Roo '^^
3.
O\vner Inf~rmation:l Name 1::<. " (( wi L ( /a.. ~.s
E m~~(A d .PV~ ' (
l~ddress ~~ & .~o 01Ar--^^JC0 fjJ;ity Zef hj '( '^-II ~,
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
State -=f: L ,
Address
City
State
Contractor: Name-1\ +0 Z- ALvcVVlC~rVCA-Vv-. f'\od~c1s
Address 6g6~ Ty.ckey i2J.,City :2-~ph.~rk-:[{s stat3~
Surety: Na.me
Address
City
State
Amount of Bond: $
6. Lender: Name
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:
NameX Bill; ,Joe- Lt./JlllrfJM~
Address J91dJ:iw AIII!.Tlfy6r tc/fJ City Zl../?/, ,!~6'/f5'
ur ;.0,-
In ~ddi tion to himself, Owner designates
8.
Address
City
State
State FL
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. ~)(p.lrl1t.i()~ d6t.e of Not.lc.e or Commencem~nt. (t.he expiration date is 1 year
IC?m the uate of record1ng unless a d1fferent date is specified.)
Signature of Owner:
day of A/();/'
Sworn to and subscribed
19~. OJ ,~
Notary Public: I(;J.J-I ,Kcd{_:~
My Com;n.i s s ion ExJres: /( eJIJ jot
PC93053048
I
........h"..~~ ROBERT J. CASTALDI
~l.f"'~i MY COMMISSION. CC 882670
:'~i EXPIRES: October 25. 2003
,ii(,:~~ Bonded Thru NolIry Public I.IndIIwriIen
v rMI'l I
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'II "i', _'"r]
~.,. ~~~,.:.....~ ~~1" ~ 1'\" -":r"""""~ ','JII:'.T.t.,'I""',..~ .~ ,....., ~...".,-, _-r,.",,~..,....,...,,__ ....."'. ~__'; _.'1'" '!'''''''""~~~~~., '>'"
.......,~, ,.,.. ", ''''_'''.~ '"~.,,. .~~ ',~N' '_. . ...".'
",. ".h .,..""",..,.. ~....,,/.c~.
a A TO Z ALUMINUM PRODUCTS
Customized Room Additions
"Just Call We Do It All."
727-857-1234
PROPOSAL NO
0303
SHEET NO
---j
DATE
11--/o-rJ
Pr-::!Jl'OSAL SUBMITTED r'
~.,-;7;-'{9l1i
VJ~
WORK TO BE PERFORMED AT
Aor:lif~ _?-?
6~~
DATE OF PIJ,'!.S
ARCHITECT
~,
;-..l-uri~:':,
~-'('F.r "'-inY] t';0 I;, \'r'~
":''1';-'''-'.
gU/~it
/1cc ~~~ f<;;Ohl17' JJ~
A+!f]'f Roop up 5e~~d..
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2~- <too.. t!.1
'C,,';;:>I i~ \I,';~r;",joscl to he 2S Si")'O'cified."n-: Hw 20ve work to bp pp dry ,'l"rJ in 2CCOI'0;:1"Co with the dr<:W.'ings ;:md specifi.
'0' d~'"i!tn(' ',,, ,'lv1'/" \//01'1< ".,r' ':"'''I~!n'n,-J ;n '? "" 'b~t8nti81 Woc!.:""",n!",c "r".~" 'r tho ~'I'll of.. _.__
with I
-.- - ----~--~----_._----~-~--_.. ---,-.
Dollars (S
"'C' m2dn as 'ol[ows
Ap,,,, ;lltr,'r";jt:')tl f" -I
l:w. nXPSlit0'J
~mrJ
~I,-..,ts, or dnl(-~,"
Respectful!y submitted_
sp~cific,Jt:'-)ns IrlIJo!\...i..,c C',<;'r
;]fi(1 will bncomn :l" n)<I,.
.;r,~,-'ornr~l1ts cor-;:ir')oon1
Per __
I
i .....______
I
"-
-
".,....~.~-
Note -This proposal may be withdrawn
by us if not accepted within_ days.
-
_.
'T'"f'f, ';(;\({:
^(-'~[PT^NCE OF PRODO~, \'
,l~, ~-.::,tY'C;fi(1d. "ll,~ \,J"i!!
;~r1('! ;,_:..-? ~~:lt:c;f8.ctory anci 8"-~ h(~"
'" '(it' ('.S ()!.!I-l;'lod ;<!_Jr:\\.j('
'''ccepted VOII aro cl'fllorized to do the work
Date
s;gnatuce-x6ifliP~
Signature ...)<.
Proposal
r::;Adams NC 3818-50
MADE IN USA
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S '^ l' r--...... , ") ,I. l~. c-;, TC-' PLUMBING
Trtl'll,Jl'}, .JIJ ., '.J L_.. d" J, ,
MECHA1\nI.:AL, N.E.C. AND CITY
\ OF ZEPHY LS ORDINANCES.
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SECTION 7
SOLID ROOF PANEL PRODUCTS
0.019" ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
#8 x 5/8" CORROSION
RESISTIVE WASHER HEADED
SCREWS @ 24" O. C.
ALTERNATE #8 x 5/8" S. M. S.
WI 1/2" 0 WASHER.
[~/.
1
w
df
1
TYPICAL INSULATED PANEL
SCALE: 1/4" = 1"
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) #8x1/2" CORROSION RESISTIVE
WASHER HEADED SCREWS.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
po. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
176
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E Br NNETT. P to
SECt.ION 7
SOLID ROOF PANEL PRODUCTS
.F.'1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.25
Enclosed Buildin s
Wind Applied Wind Applied Overhan Condition
Re ion Load NONE 3'-0" 4-0" Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 10'-11" 12'-6" 13'-7" 102 M.P.H. 29 8'-S" 8'.7" 9'-4" 10'.4" 11'1""
110 M.P.H. 20 10'-1" 11'-9" 12'-11" 110 M.P.H. 35 7'-8" 7'-11" 8'-7" g'-g"" 11'-1'"
120 M.P.H. 23 g'-S" 11'-2" 12'-4" 120 M.P.H. 41 7'-1" 7'-4" 8'-1" 9'-3" 10'-S"
125 M.P.H, 26 8'-10" 10'-8" 11'-11" 125 M.P.H. 45 6'-9" 7'-0" 7'-10" g'O"" 10' 5"
140 M.P.H. 32 7'-11" 9'-11" 11'-4" 140 M.P.H. 56 6'-0" 6'-4" 7'.3" S" 6" 10' 0"
3" x 12" x 0.026" Riser Panels
Ooen Buildinas Enclosed Buildinas
Wind Applied Overhano Condition Wind Applied Overhanq Condition
Realon Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Reaion Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 13'-11" 14'-1" 14'-6" lS'-2" 16'-0" 102 M.P.H. 29 10'.8" 10'.10" 11'-4" 12'.3" 13'-4"
110 M.P.H. 20 12'-10" 12'-11" 13'.S" 14'.2" lS'.l" 110 M.P.H. 35 9'-8" 9'-11" 10'.6" 11"-S" 12"-7"
120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'-4" 14'-S" 120 M.P.H. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'-0"
125 M.P.H. 26 11'-3" 11'-5" 11'.11" 12'.9" 13'.10" 125 M.P.H. 45 8'.7" 8'-9" 9'-5" 10'-5" 11'.8"
140 M.P.H. 32 10'.2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M.P.H. 56 7'.8" 7'-11" 8".8" 9'.9" 11'.1"
3" ,,12" x 0.032" Riser Panels
Ooen Buildinlls Enclosed BUlldlnas
Wind Applied Overhana Condition Wind Applied Overhano ConClition
Reaion Load NONE 1'.0" 2'-0" 3'-0" 4'-0" Realon Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 15'.5" 15'-6" lS'-ll'" 16'.6"' 17'.4" 102 M.P.H. 29 11".9" 11'.11" 12'.S" 13'.3" 14'-3"
110 M.P.H. 20 14'.2" 14'-4" 14'.9" 15'.5" 16'.3" 110 M.P.H. 35 10'.9'" 10'-11" 11'-5" 12'.:;," 13'-5"
120 M.P.H. 23 13'-3" 13'-5" 13'.10" 14'.6" 15'-6" 120 M.P.H. 41 9'.11" 10'.1" 10'8" 11'.7" 12'.9"
125 M.P.H. 26 12'.5" 12'-7" 13'.1" 13'-10" 14'.10" 125 M,P,H. 45 9'5" 9'8"' 10'.3" 11'1 12'-5"
140 M.P.H. 32 11'-3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 8'-6" 8'-9" 9'-4" 10'.5" 11'.8"
Note: Total roof panel width = room width plus wall Width plus overhang.
if:'li1~AII!. Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3" x 12" x 0.019" Riser Panels
ODen BuilClinos Enclosed Buildlllas
Wind Applied Overhanll COllClitJOn Wind Applied Overhano Condition
Rewon Loa<l NONE 1'.0" 2'-0" 3'-0" 4.0" Reqlon Loa<l NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 12'.9"" 12.11'" 13".4 " 14 ,.. 15'.0"' 102 M"P.H 29 9".9'" g.ll'" 10'.6"' 11"-5'" 12'.7"
110 M.P.H. 20 11" 9'" 1'".11"' 12' 'S 132"' 14".2"' 110 MPH 35 S".10"' 9 ,." g'.g"' 10.S" 11".11"
120 M.P.H. 23 10".11'" 11'"1 II'.b '.' G" H-7"" 120 MPH 41 S" ;'"" c' ";'" 0' I"" 10' :)" II" '0"
125 M.P.H. 26 10'-3" 10'-0" 11"-0 l' 11" H.O" 125 M.P.H 4S 7"10"" S .1'" S-9' 9'.10" 11'2'"
140 M.P.H. 32 9'.3" 9'.6" 10.1'" 11'-'"' 12'-3" 140 M.P.H" 56 7'-0" 7'-3" 0" 1'" ~..3" 10"-8""
3" " 12" ,,0.026" Riser Panels
ODell Buildinas Enclosed BUlldlnqs
Wind Al'plied Overhanu Condition Wind Applied Overhanq Con<lltlon
ReulolI Load NONE 1'-0" 2'-0" 3'.0" 4'.0" ReqJOII Loa<l NONE 1'.0" 2'.0" 3'-0" 4'-0"
102 M.P.H. 17 16'-2" 16'-3" 16'.8"' 17'-3" 18'.0" 102 M.P.H. 29 12" 4' 12'0" 12'.11"" 13"-9" 14'.9"'
110 M.P.H. 20 14'-11" 15'.0" 15'.5" 16'.1" 16'-11" 110 M.P.H. 35 11".3" 11"-5" 11'.11" 1:?'.~" 13".10"
120 M.P.H. 23 13'.11" 14'.0" 14'.S" lS'.l" 16'-0" 120 M.P.H. 41 1 O"S 10.7" 11'.2' 12".0"" 13" ,.'
125 M.P.H. 26 13'-1" 13'.2" 13'.S" 14'.4" 15'-4" 125 M.P.H. 45 g".ll"' Ie".,." 100K 11 '. T' 12"9'
140 M.P.H. 32 11'-9" 11'.11" 12'-5" 13".3" 14'.3" 140 M.P.H" 56 S'.11"' 9.1" ~i.9'" le'.9 " 11'"11"
3" x 12" x 0.032" Riser Panels
Open Buildir1QS Enclosed Buildlnus
Wind Applied Overhana Condition Wind Applied Overhana Condition
Reqion Load NONE 1'-0" 2'.0" 3'.0" 4'.0" ReqJOn Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 17'.10" 17'-11" 1S'-4" 18'.lD" 19'.7" 102 M.P"H 29 13".8'" 13".10" 14'.3" 14'.11" 15'.10"'
110 M.P.H. 20 16'-6" 16'.7" 16'-11" 17".6" lS'.4" 110 MPH 35 12"-5" 12'.7" 13'-1" H-1O"' 14" 10"
120 M.P.H. 23 15'-4" 15'-6" lS'-ll" 16'.6" 17'-4" 120 M.P.H 41 11"-6" 11".8"" 12'.2" 12".11"" 14.0"
125 M.P.H. 26 14'.5" 14'.7" 14'.11" 15'.S" 16'.6" 125 M.P"H 4S 10'.1'" 11'.2" 11'.8" 12'-6"' 13'-7"
140 M.P.H. 32 13'-0" 13'.2" 13'.S" 14'-4" 15'-3" 140 M.P,H. 56 9'.10" 10".1" 10'-S" 11'-6" 12".S'
Note: Total roof panel width = room Width plus wall Width plus overhang
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
178
@ COPYRIGHT 1999
NOT TO BE REPRODUCED iN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E
: SECTION 8
rr 1.00"
00440[ 1
ALUMINUM FRAMING COMPONENTS
A = 0.24 in.2
WT = 0.28 p.l.f.
Ix = 0.14 in. 4
Sx = 0.18 in.3
6063 - T6
f 1.98"1
005508 ~
1" X 2" X 0.044" OPEN BACK SECTION
SCALE: 1/4" = 1"
f 1.98"1
00320G ~
A = 0.50 in.2
WT = 0.57 p.Lf.
Ix = 0.28 in.4
Sx = 0.37 in.3
6063 - T6
2" X 2" X 0.055" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.32 in.2
WT = 0.37 p.l.f.
Ix = 0.18 in. 4
Sx = 0.24 in.3
6063 - T6
f 1.98"1
oossof + 1 j
2" X 3" X 0.050" PATIO SECTION
2" X 2" X 0.032" PATIO SECTION
SCALE: 1/4" = 1"
f 1.98"1
0036-"{ +) ~
---{
A = 0.64 in.2
WT = 0.74 p.l.f.
Ix = 0.75 in.4
Sx = 0.70 in.3
6063 - T6
SCALE: 1/4" = 1"
A = 0.36 in.2
WT = 0.41 p.l.f.
Ix=0.19in.4
Sx = 026 in.J
6063 - T6
f 2.00" 1
~ :1
: .
0.055" -~ + 8
'<t'
J
2" X 2" X 0.036" PATIO SECTION
SCALE: 1/4" = 1"
f 1.98"-,
0044"! + 1 ~
A = 0,75 in.2
WT = 0.86 p.l.f.
Ix = 1.53 in.4
Sx = 1.07 in.3
6063 - T6
2" X 4" X 0.050" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.42 in.2
WT = 0.49 p.Lf.
Ix = 0.23 in.4
Sx = 0.31 in.J
6063 - T6
f 2.00"-,
8--1
+ b
0"044" 7
2" X 2" X 0.044" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.61 in.2
WT = 0.69 p.l.f.
Ix = 077 in"4
Sx = 0.69 in.J
6063 - T6
2" X 3" X 0.045" PATIO SECTION
SCALE: 1/4" = 1"
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
@ COPYRIGHT 1999
196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BENNED" P E
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOL T
SPIKE
EXPANSION
BOLT
DRIVE NAIL
CONCRETE AND MASONRY ANCHORS
SHEET METAL
SCREW
HEX HEAD TEK
SCREW
MACHINE BOLT
WI NEOPRENE WASHER
METAL FASTENERS
NOTES:
ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS 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 ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E" BENNETT, P E
PAGE
201
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
.F.1i'l~~-'I 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 I 140 MPH
Applied Load - 17# I Sq. Ft. I 20# I Sq. Ft. 23# I Sq. Ft. 26# I Sq. Ft. I 32# I Sq. Ft.
Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam
S' lS'.ll" 15'.7" 14'-7" 13'.8" 12'.4"
9' 15'.11" 14'.9" 13'-9" 12'.11" 11'.8"
10' 15'.2" 13'-11" 13'-0" 12'-3" 11'.0"
11' 14'-5" 13'-4" 12'-5" 11'-8" 10'.S"
12' 13'-10" 12'-9" 11'-11" 11'.2" 10'.1"
13' 13'.3" 12'.3" 11'.5" 10'.9" 9'.8"
14' 12'-10" 11'.10" 11'-0" 10'.4" 9',4"
16' 11'-11" 11'-0" 10'-4" 9'-8" 8'-9"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
S' 19'-4" 17'-10" 16'.8" 15'.8" 14'.1"
9' 18'.3" lS'.1O" 15'.8" 14'.9" 13'-4"
10' 17'.4" 15',11" 14'.11" 14'-0" 12'-7"
11' lS'.S" 15'-3" 14'-2" 13'.4" 12'.0"
12' 15'.10" 14'-7" 13'-7" 12'.9" 11'.S"
13' 15'.2" 14'-0" 13'.1" 12'-3" 11'-1"
14' 14'-8" 13'.S" 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
8' 24'-10" 22',11" 21'-4" 20'-1" 18'.1"
9' 23'.5" 21'.7" 20'-2" 18',11" 17'-1"
10' 22'-3" 20'.S" 19'.1" 17'-11" lS'.2"
11' 21'.2" 19'-6" 18'-3" 17'.2" 15'.5"
12' 20'-4" 18'.8" 17'.5" lS'.5" 14'.9"
13' 19'.6" 17'.11" lS'.9" 15'.9" 14'.3"
14' 18'.9" 17'-4" lS'-2" 15'.2" 13'.8"
16' 17'-7" 16"-2" 15'.1"' 14".3" 12'.10"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
8' 27'.2" 25'.1" 23'.4" 21'.11" 19'-10"
9' 25'-8" 23'.8" 22'.0" 20'-9" 18'-B"
10' 24'.4" 22' -5" 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'-1 '" 16'-2"
13' 21'-4" 19'.8" 18'-4" 17'-3"' 15'.7"
14' 20'.7" 18'.11" 17'.8" 16'-7" 14'.11"
16' 19'.3" 17'-9" 16'-S" 15'.7" 14'.0"
Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam
8' 29'.8" 27'-4" 25'.S" 23'.11" 21'-7"
9' 27'-11" 25'.9" 24'.1" 22'.7" 20' -5"
10' 26'.6" 24"-6" 22'.10'" :!1'-~" 1 ')"-4"'
11' 25'-4" 23".4" 21'.~"" "O"S 18'5"
12' 24'-3" 22'-4" 20".10" 19'.7" 17'-8"
13' 23'-3" 21'.5" 20'-0" 18".10"' 16'-11"
14' 22'-5" 20'-8" 19'.3" 18'.2" 16'-4"
16' 20'-11" 19'.4" 18'-0" lS'.11" 15'-3"
Notes:
Above spans do nOl,nclude length of knee brace Add honzontallength of knee brace to above spans for total
beam spans
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
PO. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
68
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNE IT P tc
AITACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2
. f:1 i1 ~~..,___ 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 . I 125 MPH i 140 MPH
Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft.
Ma.imum Allowable Roof Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6
11 :'0 5.184 305 259 225 199 162
13"-1 G 3.888 229 1114 169 150 122
' S',11)" 3.024 178 101 131 116 95
17-10" 2,268 133 llJ 99 87 71
Height 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" ...5,184 305 259 220 199 162
18'-4.' 4.032 237 2U2 170 155 126
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 23'3 209 170
23'-8" 4074 240 204 , ~... 15-' 127
Steel Post
Wind Load = 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 It/Sq. Ft. 20 It/Sq. Ft. J 23 It/Sq. Fl. I 26 It/Sq. Ft 32 It/Sq. Ft.
Maximum Allowable Roof Area in Square Feel for Various Loads on Post
Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s,i. Steel
19'-10.' 10.000 091 0 437 387 314
21'-9" 7.430 437 323 286 232
23'-9' 5.638 332 8 245 217 176
25'-9' 4,32.1 257 1 190 168 13f
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 8,970 528 449 390 345 280
25'-6" 6,900 406 345 300 265 216
Height 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" 9.350 550 468 407 360 292
J2-0 7.150 421 358 311 LI':J 223
34'-8' 0,000 324 275 239 212 1 f2
Lawrence E. Bennett, P.E.
CIV/L ENGINEER - DevELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX. (904) 767-6556
SEAL
@ COPYRIGHT 1999 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F BENNETT. P F 71
. SECTION 2
ATTACHED & FREESTANDING 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
Size
2" x 3" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x O,03S" x 0.100" Self Mating Beam
2" x 6" x 0.050" x 0.120" Self Mating Beam
2" x 7" x 0.055" x 0.120" Self Mating Beam
2" x S" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.OS2" x 0.306" Self Mating Beam
he minimum number of thru-bolts is two (2)
Table 2,4
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3" x 3" x 0.093"
3" x 3" x 0.093"
3" x 3" x 0.125"
3" x 3" x 0.125"
# Thru-Bolts L~D+'/."
1/4" 0 3/S" 0
2
2
2
2
3 2
3 2
4 3
4 3
Existing Slab on Grade with unknown
reinforcement
Isolated Footing
Dimensions"
1'-0" x 1'-0" x 1'-0"
1'-4" x 1'-4" x 1'-4"
1'-6" x 1'-6" x 1'-6"
1'-S" x 1'-S" x 2'-0"
1'-8" x 1'-S" x 2'-6"
2'-0" x 2'-0" x 2'-0"
2'-0" x 2'.0" x 2'-6"
2'-6" x 2'-6" x 2'-6"
2'-6" x 2'-6" x 3'-0"
Uplift
Rating #
520
1000
1320
2040
2540
2640
3300
4000
4800
Maximum Attributable Roof Area in Square Feet
30 26 22 20 16
59 50 38 31
77 66 57 51 41
120 102 89 78 64
150 127 111 98 80
155 132 115 102 83
194 165 143 127 103
270 230 200 177 144
324 216 240 212 172
"Notes:
Isolated Fooling is a poured concrete rectangular solid (lenglll x Width x Depth)
Slab on grade must be new or in good condition
(1) SO# Bag
(1) SO# Bag
(1) SOill Bag
rade With SO # ba re-mlx concrete and backfilled to rade
Maximum Attributable Roof Area in Square Feet
102 87 76 67 54
107 91 79 70 57
112 95 83 73 60
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 436S, SOUTH DAYTONA. Fl32121
TElEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
72
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI, PE
SCREEN, VINYL & GLASS ROOMS SECTION ~
(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 WW.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
~
BE ,,1 / \DEf
AL TERNA TE CO ~CTlt
DETAIL 2" x 2" v 0063" A~
CONNECT UF - @ BE:nlv1 /
HEADER AND ChI-'. RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRE fE
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" SMS EACH SIDE
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" OC. MAX
------- H-BAR OR GUSSET PLATE
2" x 2" x 1/16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
A T LOAD BEARING W LL WITH
(2) #10 x 1/2" SMS. EACH SIDE
r-
MIN. 3-1/2" SLAB 2500 PSI CONC.
6x6-10x10 W.W.M OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
1" x 2" EXTRUSION
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 - DEVELOPMENT CONSUL T ANT
PO BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO RF REPRODUCED IN WHOI.E OR IN PART WITHOUT THE WRITIEN PERMISSION O~ LAWRENCE E BENNETI. P E
PAGE
81
SCREEN, VINYL & GLASS ROOMS
COMPOSITE ROOF PANELS
(4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES (WALK-ON)
2" x 2" OR 2" x 3" HOLLOW
CHAIR RAIL AND KICK PLATE
2" x 2" HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (2) #10 x 1-1/2" SMS
IN SCREW BOSSES
EXISTING SLAB MAY BE USED
IF IT IS IN GOOD CONDITION
AND IT IS APPROVED BY THE
BY THE BUILDING OFFICIAL
(1)HILTI1/2"x3-1/2"KBII-
BOL TS APPROVED FOR 665#
UPLIFT WI STD. PLATED CUT
STEEL WASHER
(1) 3/8" BOLT FOR 3" POST (2)
3/8" BOLTS FOR 3" x 4" POST
SECTION 3
RISER PANELS: (3) #8 x 1/2"
S.M.S. PER 12" PANEL
HEADER ATTACHED TO POST
WI MIN. (2) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS
CHAIR RAIL ATTACHED TO
POST WITH MIN. (2) #10 x .
1-1/2" S.M.S. IN SCREW
BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
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
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Of LAWRENCE E BENNETT. P E
~
TYPICAL UPRIGHT DETAIL
SCALE: 1/4" = 1"
PAGE
83
, ATT;A.CHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
1-1/2" x 1-1/2" x 0.080" ANGLE
EACH SIDE OF CONNECTING
BEAM WITH SCREWS AS
SHOWN
@
@
@
@
@
@
W
-l
a:l
~
Ir
W
Il..
J:
l-
ll..
W
o
PRIMARY BEAM
(SEE TABLE 2 1 1
AND/OR TABLE 2.12)
1
CARRIER BEAM (SEE TABLE
2.1.3)
MINIMUM #8 S.M.S. x 3/4" LONG NUMBER
REQUIRED EQUAL TO BEAM DEPTH IN
INCHES
NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE CONNECTED WITH (2) #10 x 1-1/2"
INTERNALLY
CARRIER BEAM TO BEAM CONNECTION
SCALE: 1/4" = 1"
ANGLE OR RECEIVING
CHANNEL
NOTE: EXTRUSIONS WITH INTERNAL
SCREW BOSSES MAY BE
CONNECTED WITH (2) #10 x 1 1/2"
INTERNALLY.
MINIMUM #8 S.M.S. x 3/4" LONG
NUMBER REQUIRED EQUAL
TO BEAM DEPTH
PRIMARY BEAM
(SEE TABLE 2.1.1
AND/OR TABLE 2.1.2)
W
-l
a:l
~
Ir
w
Il..
J:
l-
ll..
W
o
BEAM TO WALL CONNECTION:
(2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
(ALTERNATE) (1) 1 3/4" x 1 3/4" x 1 3/4" x 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH
MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 2 1/4" CONCRETE ANCHORS TO
CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED
BEAM DEPTH LARGER THAN 3"
CARRIER BEAM TO WALL CONNECTION
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCf r U[ NNfn f'r
PAGE
65
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
w
~
o
:r:
w
...l
co
o
:::E
~
z
i=
~
x
w
SECTION 2
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PLATE PI. OR WI VAPOR
BARRIER @ ALUMINUM ROOF
2 x 4 TOP PLATE @ ROOF
2 x 2 ALUMINUM OR 2 x 4 LUMBER #2
S.P.F. (MIN.)
SHEATHING: 7/16" O.S.B. OR 1/2"
PLYWOOD WI STUDS 24" O.C. OR
STRUCTURAL GRADE THERMAL PLY
WI STUDS @ 16" O.C.
2 x 4 PRESSURE TREATED PLATE W/
3/8" x 4-1/2" CONCRETE ANCHORS @
4'_0" O. C. (SEE SLAB DETAILS)
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/401 x 3-1/4"
TAPCONS@ 16" O.C. FOR MASONRY
OR #16d COMMON @ 16" O.C. OR #10 x
3-1/2" FOR WOOD OR #10 x 2-112"
S.M.S. FOR 1 x 2 ALUMINUM OR #10 x
3-1/2" S.M.S. FOR 2 x 2 ALUMINUM
SHED IS FRAMED FOUR WALL
STRUCTURE OR ATTAC;HED TO HOST
MAXIMUM FLOOR AREA 200 SQ. FT.
FLOOR AREA GREATER THAN 200 SQ.
FT. USE SECTION 4
POST AND BEAM DETAILS AND
TABLES SECTION 2
FOOTING AND CONNECTION DETAILS
SECTION 2
UTILITY SHED AND CARPORT WALL SECTION
SCALE: 1/4" = 1'-0"
1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION FASTENER NUMBER I SPACING
WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD
TOP OR SOLE PLATE TO STUD
A. END NAIL #16 COMMON 2
B. TOE NAIL #8 COMMON 2
SEE CONNECTION DETAILS
(SECTION 7)
~
w
~
o
:r:
w
...l
co
o
~
~
z
i=
(j)
X
W
Lawrence E. Bennett, P.E.
CIVil ENGINEER - D5VELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, Fl. 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P f
SEE CONNECTION DETAILS
(SECTION 7)
12" X PAN (SEE TABLES SECTION 7) USE'W'
TO SELECT PAN FOR REQUIRED SPAN
--------- 'W1' VARIES-
FOR FRONT BEAM USE L = W / 2+0VERHANG
55
. SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
A'
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
2" x 2" x 0.063" ANGLES
A
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-CLlP
~(
q
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
A
CONCRETE SLAB OR FOOTING
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE
DIAGONAL BRACING FOR FREE-STANDING
COVERS
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
SCALE: 1/4" = 1"
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 1999
60 NOT TO BE REPROOUCED IN WHOLE Ok IN PART WITHOUT THE WklTIEN PERMISSION Of LAv'JklNL.! I IlLNM I I 1'1
~TTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
-------------------------------
PAN OR COMPOSITE PANEL ROOF
o
o
'oJ
o
l CENTER OF
BRACE CONNECTION
FOR START OR
END OF BEAM SPAN
KNEE BRACE NOT REQUIRED
FOR ATTACHED STRUCTURES
KNEE BRACE REQUIRED IF
POST NOT SET IN CONCRETE
FOOTING
H-CHANNEL KNEE BRACE 2" x 3" x 0.050" KNEE BRACE WI (3) #10 x 1/2"
EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE
BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI
CORROSION RESISTIVE WASHER HEADED SCREWS
KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF
SCALE 1/4";: 1"
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
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMI::iSION OF LAWRENCE E HLNNE 1 r PI
63
,SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
----------------
C/)
UJ
c::
~
ROOF PANEL SEE SECTION 7
ANCHOR (SEE DETAIL FOR PAN
OR COMPOSITE PANEL)
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 / OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
--- ----------------
C/)
UJ
C2 ROOF PANEL SEE SECTION 7
~
SIDE
BEAM
@
@
@
@
ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
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)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
BEAM AND POST SIZES (SEE TABLE
21.1 , TABLE 2.1.2 AND / OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SEAL
Lawrence E. Bennett. P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
POBOX 4368. SOUTH DAYTONA, FL32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
PAGE
@ COPYRIGHT 1999
64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrTIEN PERMISSION OF LAWRENCE E BENNETI. P E
SCREEN, VINYL & GLASS ROOMS
W-F:1i1~W".
Load
Width
140 M.P.H.
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
19 # IS . Ft.
12'.3'.
11'.4"
10'.7"
9'-11"
9'-6"
g'-O"
8'.8"
8'.4"
7'.11"
7'.g"
2" x J" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.PH. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width Aoolied Load
19#IScl.FI. 23 # ISQ. Ft. 26 # 150. Ft. 29 # 150. Ft. 36 # ISQ. Ft.
36" 16-10 15.3 14.-4. 13-;'. 12'-3"
42" 15.-7 14 -2" 13.4'. 12'.7" 11'.4"
48" 14'-,' 13"-3 , 2'~1' , 1 -0' 10-7"
54" 13..9.' 12..6.' 11.3.' 11'-, 9'-11"
60" 13'-0'. 11'.10'. 11'.2.. W.6.' 9'-6"
66" 12'-5" 11.-3" 10'-7" 10'.1.. g'-O"
72" 11'.11" 10'.10" 1 0'.2" g'.7" 8'.8"
78" 11'.5" 10'.5" g'.g" 9'-3" 8'.4"
84" 11'.0" 10'.0" 9'.5" 8'-11" !I'-O"
90" 10'-8" 9'.8" 9'.1" 8'.T 7'-9"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P,H.
Width Aoolied Load
19 # 150. Ft. 23 # ISo. Ft. 26 # ISQ. Ft. 29 # 150. Ft. 36 # ISO: Ft.
36" 20'-9' 18'.11" 17'-9" 16'-10" 15'-1"
42" 19'-3. 17'.6" 16'-5" 15'.7' 13'.11"
48" 17"-11" 16'.4" 15'-5" 14'-7" 13'-1"
Sol" 16'- ~ 1" 15'.5" 14'.6" 13.-9.. 12 -01.'
60" 15-1.' 14..8'. 13'.9" 13..0.. 11'-8"
66" 15'-4" 13'.1" 13'-1.. 12.S 11.-2.'
72" 14'-S. 13..4 12'-l"' " -1' 1O.S'"
78" 14.-1 12.-'0 12 -1 11.-5 10.-3'
84" 13'.7" 12'.4.. 11.-8. 11.-0. 9'-11"
90" 13'-2. 11-11' 11..3". 10..8.. g'-7"
Notes:
Glass Rooms The addition of aluminum frame windows With glass panes that are designed
to 110M P H Wind load reQUirements to the above upright sizes increases the strength so that
additional framing IS not reQUired
USing screen panel Width "W' (See typical glass room draWing ). select upnght reQuired from
the maximum height allowed for each extrusion
Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate
Lawrence E. Benn~tt, P..E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCE 0 IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E
SECTION 3
SEAL
PAGE
93
.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
2'-0" MIN.
BEFORE SLOPE, ~ (1) #5 BAR CaNT.
r 1~ .~
. . z." ........~~:~.....-:-
.-.-.- ~ J'.'
~..
8"
(1) #5 BAR CONT.
TYPE I
FLAT SLOPE I NO FOOTING
0-2" 112"
TYPE II
MODERATE SLOPE FOOTING
2" 112" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II
FOOTING IS REQUIRED.
2. 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 MESH,
3. 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
SCALE: 1/2" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCEP IN WHOLE OR IN PARTWllHQUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETI, P.E.
PAGE
59