HomeMy WebLinkAbout01-0628
BUILDING PERMITN~
0628
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
- "'0
b7, ~
Date
10"-9- 0 I
BUilDING
ElEC\RICAl
P,operty Owne, DO^f Id Nz [+
Job Address: ? 7 , 1 F"O)( '" t? 14 (.. e
Parcell.D. # 0 'r~ 1. ~ - :t, -0' 20 ' (")()OOo . 0 S- ao
PlU~ING
MECH\NICAl
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
iT
Radon Gas:
S/o..lo
~. ,th
Zoning:
Description of Work
Energy Code:
~c..re~ lOf)"",
NO OCCUPANCY BEFORE C.O.
FINAL
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#
p~'rn;tFee~__.__
4 Signature ~~
Company
Address
J. Telephone# 7%%- !J3/'1
,~~
Valuation or U ('......., aO
Contract Price----=' 7 ~ U -. ......
(54 ~r \~ Ai ~,..-"\
BUILDING I ~ ELEC' RICAl PLUMBlfI G MECHA ICAL
Ftr. ~ 10 /7- o/RE Tp.Serv, SLB Breakers
Rough In Tub Set Ducts Insl.
Pre SLB
lintel Meter Can Water Compressor
FRM. Const. Pole Sewer Final \
Insul. CL Pool Final \
Wl Pre-Meter \ ,
Final \
Driveway
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.
APPLICATION I'OR PEmaT
CITY 01' ZBPHYRHILLS
BUILDING DBPAR!l'IO:NT
DAD RBCB:IVBD
PLANS RBVID I'BJJ:
OWNER'S NAME---.Pbn~pt='t-
JOB ADDRESS 37' 2 7 Fox. R U-V1 P I aLe... )
PHONE
PASCO PERMIT SERVICE
813-788-5314
BLOCK
Zephyr-hi Il~ I fl.
SUBDIVISION Si \vel"'" Oo..ks
LEGAL DESCRIPTION: LOT(S)
PARCEL ID # 03-~-,;l,I-OI~O-ODOOO-05{)O
WORK PROPSED: [JNEW CONSTRUCTION ~DITION
IOBTAIN FROM PROPERTY TAX NOTICE\
[JALTERATION
[JREPAIR
[J INSTALL
PROPOSED
[J SIGN
USE: I}(sGL FAMILY
[J COMMERCIAL
[J MOVE
[J DEMOLISH
DWELLING
[JMULTI-FAMILY
[J INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK &re€..ll\.... 'R~Or'V\ CLV\.d Cone I"'e..te ~ \a..b
BUILDING SIZE --12.. x... Z ~ SQUARE FOOTAGE 33l.o
HEIGHT ~~ plttk..c;
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
i1 BUILDING
o ELECTRICAL
[J PLUMBING
[J MECHANICAL
$ ~9bO, 00
VALUATIon OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R!E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL ~ OTHER O//(fUI JU{~~
IS PROJECT IN FLOOD ZONE AREA[J YES 0 NO
FINISHED FLOOR ELEVATIONS
Immmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmr - - - - - - - mmmmmmmmmmmmmmmmmmmmmmmmlmmmmmmmm~mm
SIGNATURE
~ COMPANyBahr'~ &1_l,,"-......l+<\f'd>Wr~,L.c'
STATE CERT OR REGIST #
CITY PROCESSING # l~
..... ............................................................
BUILDER
BLBCftICIAR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUHBBR
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
***********~******************************************************
HBCIlANICAL
COMPANY.
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*******************k*********************************************
OTlDllR COMPANY
STATE CERT OR REGIST #
SIGNATURE CITY PROCESSING #
************************ '**************************************
(......'-.....'.\1.'... LT:. 1..).\.')S <J.~' .Pt~.H.Mnl'l' J:\t.t'l.'}l\r~: 1'.1.'
~. NOTICE OF DEED RESTRICTIONS
The undersigned understands that t;his permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deE!d r'estrictions.
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 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 ipval~d 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 BI!.I'ORE RE.CORDIHG YOUR NOTICE OF COMMDICIlMBIIT. JOSS UHD&R
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SI~N~ SI~~~
STATE OF FLORIDA ...-:>
COUNTY OF r asco
The foregoing instrument was acknowledged
Before me thiS ~ day of .Oc..T. , 02.'V I
by . tv\a..r-ty MO~bA...rf'.......
~_ (name of person acknowledged) ,
~ho is personally known to me, or
S'l'ATE OF FLORIDA n
COUNTY OF ra...~c..o
~he foregoing instrument was acknowledged
Before me this ~y of Dc--T. , .;:J..oo l
by Harty 0"1 r~ .
~ (name of person acknowledged)
~o is personally known to me, or
Dwho has produced
(type of identificatlon)
t take an oath.
,
..,-"\ -?'
taking ackr'" Ledgem at
o who has produced
(type
DUd no
r
of identification)
oath
Name
tYP~'~~,;~rfWT~d5 Fferrr.~~{'
!JrA'-'~i~commiSSion # CC 790956
~'!>:.Al".;; Expires NOV. 15,2002
~'~"'r.r~\g., . BONDED THRU
"".....'. "~: lANTIE BElNeINe!lOr, !NO,
Name
typed, pr~~~'~",;;.OJhfi're~8foft~eutimann
to. .... '~.;;~cl.'i1m.jSSiOn # CC 790956
\'1.\1 ., 1~~~ ~xp!res NOY. 15,2002
~i,,1 ,i . '\\" <,ONDED THRU
I" .1 '.h.'.' flC BONDING CO.. INC.
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O1JtERAREA rT~ER 0_ t
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111111111111111111111111111111111111111111111111111111111111
2001138514
State of
NOTICE OF COMMENCEMENT
County of 545(0
TUB tmnERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following infor~ation is provided in this Notice of Commencement:
(Legal deser~pt1on 0
,. POtn:;J ~ tJ5 ()[)
1.
Oeser iption of Property:
2. General Description of Improvement
3.
O\.'ncr Information: Name ~~ tild+
llddress 37/~7 fV;o 12.uf\ f1 City ~~rbJ1-:,
State~ 535tl
Interest in Property:
Rcpt: 533728
OS: 0,00
10/04/01
Rec: 6,00
IT: 0.00
Dpty Clerk
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
R
Contractor: Name-fuhr~
AJdress3?g~? El~\K1j
City
City
State J?-{--/5 3S<{ /
i~~0~~Uf1~\ : Gr;;o fOUNToYf C\ERK
OR BK 4738 PG 1455
~tat.e
5 .
Surety: Nalne
Address
Amount of Bond: S
7 .
Pers
noti
713.
State
6. Lender: Name
esignated by Owner upon whcm
served as provided by Section
tJ,;mc
Address
State
8. In
of
Lienor's
to eceive a eopy of the
3(1)(b), Florida Statutes.
<J, f"xp.irn1 .l.'Jn dnte (){ UCJt.i.ee of Commencement. (t.he explratiCJn d.::.te Ls 1 year
fr~m the date of recording unless a different date is specified.)
pL-
Not.lry Publ ie:
Signature of Owner:
Sworn to and sub
before me this
De.fobe-r
20 01
~
"'\"~"'~;;"'" Suzanne Bahr
~~ ...~:. Commission # CC 790817
:d'~ !~= Of
:;'~1:""""&~~ BONDED THRU
"',,~,~~\," ATLANTIC 130NDltlG CO. INC
PC93053048/A
Customer's
Order No
N
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SOLD BY
CASH
QUAN.
1.
2.
3.
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5.
6.
7.
8.
9.
10.
11.
12.
13.
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0 Received
u
By
BAHR'S ALUMINUM & HARDWARE, INC.
37827 EILAND BLVD.
ZEPHYRHILLS, FL 33541
(813) 782-3513
PRICE AMOUNT
Tax
TOTAL
$~
In case a s or returned
goods, please present this bill.
~9J{}W
PRINTED IN U.S.A.
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SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
-'LW-
FOR MAX.
UPRIGHT
LENGTH
1" x 2"
~ ROOF
I
.
I
1
SELECT EDGE BEAM TABLE 3.1.1
AND I OR TABLE 3.1,2
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
· (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
ft= L~2-r
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
I O.H.
EXISTING
STRUCtURE
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L PVARIES---!
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF
2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH
#10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW
2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10
SCREWS AND WASHERS.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 +
O,H.
SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2
Lawrence E. Bennett, P. E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4366, 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 rHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
PAGE
3-1
SECTION 3
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
(3) #10 x 1-112" S.M.S, INTO
SCREW BOSS
(2) #10 x 1 1/2" S. M. S, INTO
SCREW BOSS
ANCHOR 1" x 2" PLATE TO
CONCRETE WI 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. 6 x 6 - 10 x 10 W.w.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SCREEN, VINYL & GLASS ROOMS
\
BEAM I HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 1/2" S.M.S,
INTO SCREW BOSS
1" x 2" EXTRUSION
1-1/8" MIN, IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
2" x 2" OR 2" x 3" OR 2" 5MB
POST
ANCHOR 1"x2" CHANNEL TO
CONCRETE WITH 1/4" x
2-1/4"CONCRETE ANCHORS
WITHIN 6" OF EACH SIDE OF
EACH POST AT 24" O.C. MAX.
OR THROUGH ANGLE AT 24"
O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
. . .
(4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
..J
HEADER BEAM
H-BAR OR GUSSET PLATE
MIN. (4) #10 x 1/2" S.M,S. @
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM 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
PAGE
)
,I
@ COPYRIGHT 2000
3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf. P.E.
SECTION 3
SCREEN, VINYL & GLASS ROOMS
load
Width
6'...5"
6.3
2" x 2" x 0,044" Hall ow Extrusion
W Ind Zone
load ~02 M,P:H:T TfOM,P,H.1 120 M.P,H. 130 M,P,H, I 140 M,P.H. I 150 M,P.H,
Width ADI ,lie d Load
8 illSa, FL 9 illSa, Ft. 10" ISq. Ft. 12 #/Sa. Fl. 15" ISo, Ft. 18" Ii , FL
38" 10'-10" 10'-1" 9-3" 8'.6' 7 -9" 7'-
42" 10'.0" 9'-4' 8 -7 7'.10" 7.2" 6'- 1"
48" 9-5" 8-9" B-O" 7'-4" 6-9" 6-
54" 8 .10~ B'.3' 7 -7" B -11" 6'-4" 6-
60 0'-5" iQO 7'-2" 6.T" 6-0 -
86" B'-O" 7.5 6. 0 6-3 5-9" -
72" 7.B' 7- 6-7" 5'.11" 5'.6" -3
.78" 7'-4' 8'. 0" 6-4" 5'-9" 5'.3" .0"
84" 7.1' 6'- 6 -1" 5-T" 5 -1" -10
90 6'.1 0" 8'-4" 5'- 0 5'-4" 4'.11 " .8"
,
--'
2" x 2" X 0,055' Hall ow Extrusion
W nd Zone
Load ~02 M,P,H,I 110 M.P,H, I 120 M,P,H, 130 M,P,H,I 140 M,P,H,I 150 M,P,H.
Width ADI IlIe tI Load
BI /Sa. Ft. 9#TSa: Ft. 10" ISo. Ft. 12 " ISo, Ft. 15 " ISo, Ft. 18 " /Sa, Ft.
38" 1'-10" 10-11" 10'-1 9-3" 8. :" 8-0"
42 0'-11" 10 -2" g'-4" B-7 7- 0 7 -5"
48" 0'.3 9.6" 8-9" 8'-0" 7'~ 8.11'
M' 9'-8" B -11" B'.3" 7 -T" B. ," 6-7"
60' 9'.2" 8'-6" 7'-10" 7'-2" 6- 6.3"
66' 6'-9" B'-l" 7'.5" 6'-10" 6'.3 5-11"
72" 8'-4" 7'.g" 7'-2" 6'-6" 5'-11 " 5'-8
78" 8'.0" 7'.5" 6'.10" 6'-3" 5'-9" 5'-5"
84" 7'.g" 7'-2" 6'-7" 6'.1" 5'.6" 5'.3"
90' 7'.6" 6'.H" 6'.5" 5'.10" 5'-4" 5.1"
Notes:
Glass Rooms: The addition of aluminum frama windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes Increases the strength so
that additional framing Is not raqulred.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate,
Example:
Screen panel width "W" " 60":
Maximum "H" for a 2" x 2" x 0,036" Hollow Extrusion = I 7'-7" I
Using screen panel wldth'~ (See typical glass room drawing.), select upright height "H"
required from the maximum halght allowed for each extrusion.
Lawrence E. Bennett, P,E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (9Il4) 767-4774
FAX (904) 787-6556
-)
SEAL
PAGE
3-20
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SCREEN, VINYL & GLASS ROOMS
SECTION' 3
Table 3.1.1 Allowable Beam Spans - Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
AI I All 6063 T-6
urn num oy
Wind Zone
102 MPH I 110 MPH I 120 MPH I 130 MPH I 140 MPH I 150 MPH
ADDlled Load
17 # f SQ, Ft.l20 II / Sa. Ft.l24 # / Sa, Ft.l28 # / So. Ft.l32 # / So, Ft,I37 # I Sa, Ft.
Load Width 2" x 2" x 0.038"
5' 5'-1" 4'-9" 4'-4" 3'-11" 3'-8" 3'_6"
8' 4'-8" 4'-4" 3'-11" 3'-8" 3'_5" 3'.2"
7 4'-4' 3'-11" 3'-8" 3'-5" 3'.2" 2 -11"
8' 4'-0" 3'.9" 3'-5" 3'.2" 2'-11" 2'-9"
g' 3'-9" 3.6" 3'.3" 2'-11" 2'-9" 2'.7
10' 3'-7" 3'-4" 3'_1" 2'.10" 2'.7" 2-5"
11 3'-5" 3'.2" 2'-11" 2'_8" 2'-6" 2'-4"
12' 3'-3" 3'-1" 2'.10" 2'.7" 2'_5" 2'.3"
Load Width 2" x 2" x 0,044"
5' 5'-7" 5'_2" 4'-9" 4'-5" 4'-1" 3'-10"
6' 5'.1" 4'-9" 4'-4" 4'-0" 3'-9" 3'.6'
7' 4'-9" 4'-5" 4'_0" 3'.9" 3'.5" 3'_3"
8' 4'-5" 4'-1" 3'-9" 3'-6" 3'-3" 3'.0"
g' 4'-2" 3'.11" 3'.7" 3'-3" 3'-1" 2'-10"
10' 3'-11" 3'-8" 3'-4" 3'_1" 2'-11" 2'-S"
11' 3'.9" 3'_6" 3'-3" 2'-11" 2'-9" 2'.7"
12' 3'-7" 3'-4' 3'-1" 2'-10" 2'-S" 2'_6"
Load Width 2" x 2" x 0.055"
5' 6'-1" 5'-S" 5'-2" 4'-10" 4'-5" 4'-2"
6' 5'-7" 5'-2" 4'-9" 4'.5" 4'-1" 3'.9"
7' 5'-2" 4'-9" 4'.5" 4'.1" 3'.9" 3'.6"
8' 4'-10" 4'-6" 4'.1" 3'-9" 3'_6" 3'_3"
g' 4 -7" 4'-3" 3'.10" 3'_7" 3'-4" 3'.1
10' 4'-4" 4'_0" 3'-S" 3'-5" 3'-2 2'-11"
11' 4'_1' 3'-10" 3'.6" 3.3" 2'-11" 2'-10"
12' 3'-11" 3'-S" 3'-4" 3'-1" 2'.10" 2'-S"
Example:
For 2" x 2" x 0.044" Extrusion beam span is distance between uprights; to enter table roof panel projection of
14'-0" nnd load width;
L.W. = 14'/2 + 2' a.H. = g' Enter table on lert under load width. load Width = g'-O", Read span under
appropriate load;
live load @ 17 # / Sq.FI. /102 M.P.H. load I
Beam Span = .
Note:
Glass Rooms: The addlllon of aluminum frame windows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above upright sizes Increases the strength so that additional framing is not required.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
4'-2"
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 1 HE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E.
PAGE
3-17
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
#10 x 1-1/2" S. M. S. OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
#10 X 3/4" S. M. S. OR WOOD
SCREW SPACED @ 12" O. C.
ROOF PANEL TO FASCIA DETAIL
FOR MASONRY USE
1/4" x 1-1/4" TAPCON ANCHOR
OR EQUAL @ 24" O.C, FOR
WOOD USE #10 x 1-112" S.M.S,
OR WOOD SCREWS
@ 12" O.C,
(
,,--.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
ROOF PANEL TO WALL DETAIL
SECTION 1
EXISTING TRUSS OR RAFTER
#8 x 1/2" S.M.S, SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
#8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
EXISTING FASCIA
#8 x 1/2" S.M.S. SPACED
@ 8" O,C. BOTH SIDES
ROOF PANEL
#8 x 1/2" S.M.S, SPACED
@ 8" O.C. BOTH SIDES
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t". THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Bennett, P. E.
CIVIL ENGINEER - DEVEWPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
(---
SEAL
PAGE
@ COPYRIGHT 2000
Nor TO BE REPRODUCED IN WHOL!' OR IN PART WI rHO" rIll!' WRln EN rEHMISSION OF LAWRENCE E BENNETT, PE
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SECTION 7
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Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4714
FAX (904) 767-6556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PAR r WITHOUT "jE WRI HEN PERMISSION OF LAWRENCE E. BENNETI, P,E
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SEAL
PAGE
7-17
SECTION 3
5/16"0 GALVANIZED 'ALL
THREAD' OR 'THREAD ALL'
EMBEDDED IN CONCRETE OR
FASTENED TO CONCRETE WI
APPROVED CONCRETE
ANCHOR @ 24" O.C, MAX. AND
WITHIN 6" OF EACH UPRIGHT
OR APPROVED ALTERNATE
ALTERNATE 1/4" x 6"
CONCRETE SCREW THROUGH
1" x 2" AND ROWLOCK INTO
FIRST COURSE OF BRICKS
(1) #5 (() BARS WI 3" COVER
(TYPICAL)
SCREEN, VINYL & GLASS ROOMS
-
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co -
6
"k----
1 (M~~.) 1
ALUMINUM FRAME SCREEN
WALL
ROWLOCK
BRICK KNEEWALL TYPE'S'
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL
1" WIDE x 0.063" STRAP @
EACH POST FROM POST TO
FOOTING WI (2) #10 x 3/4"
S. M. S. STRAP TO POST AND
(1) 1/4" x 1-3/4" TAPCON TO
SLAB OR FOOTING
4" (NOMINAL) PATIO
CONCRETE SLAB WI
6 x 6 - 10 x 10 WELDED WIRE
MESH OR FIBER MESH
CONCRETE
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
2'-0" MIN,
BEFORE SLOPE b!
r .~
~~~= --1-
TYPE I
FLAT SLOPE I NO FOOTING
0-2" 112"
TYPE II
MODERATE SLOPE FOOTING
2" 112" - 1'-10"
(1) #50 BAR CONT,
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...
. IF
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m
1'_0"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE
EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS
GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING.
2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH
6 x 6 -10 x 10 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
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
3-16
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.