HomeMy WebLinkAbout03-1818
BUILDING PERMIT
, NO
Permit -
CITY OF ZEPHYRHILLS
(813) 780-0020
1818
Date ;;Z -/( .- () ~
.../,,.. "\
~I
~ICAL
PL~/...
ME~ Sewer Conn
Property Owner:
Job Address:
Parcell.D, ,
/7~.ff f- ~A'kt~~-'t'. Q
Water Conn: ..../
Water Me~/
T,I~
/
-
Zoning:
DescriPtion of Work
Energy Code:
~ -:=to") t! Au .-'I,?
q Aado;Q-A b
~'7' ~
NO OCCUPANCY BEFORE C.O.
FINAL ,k - 03
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector (T C'
Valuation or
Contract Price
-
10) 7/J D
City License Registration' ,S / ~ i)
State Certified License'
ompany
Address
~e#~~) 0/5--J/S-7>Z,:>
/t TO Z; /l LVr1---
BUILDING
EL~~'
..-
PLU~
_ M[EHANICAL
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
5he"-~l~ (~ - J - 13 -'D~ flJCd R( '1
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 catted.
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.
/I 'l""b 2- f)G.;MlJ\\\JM
'3\.l7CZ Tou~Nti- i){L.
C 1) () .~ .J.-
.c-J.).//" ;;:. t(~ tJ 3 /C-f
s~ IleS/fo</-jtl-fjj)
SQ.FL
PRICE
Main
Other Area
Under Roof
Valuation: ft:;. 7 of) 6"-
, '
Building:
Q7. Sb
fSr 1\
1
at 50 ,
07, //
~ -------",/
._~----
Electric:
Plumbing:
Mechanical:
Radon:
School Impact
Fees: ~,~
Connection
Fees:
Trnns. Impact
Fees:
OWNER'S NAME
JOB ADDRESS
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
L-3tJ-IJ3
DATE RECEIVED
PLANS REVIEW FEE
J(W\ C_OK
3lf 3<=1 TO(/Je..l'Vlftltne V/Z..
PHONE 5GLf- 'l3a -"77Cfc
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL I D # 2'-1 z. (,." 2. ( /) OSD D 66CJ b
WORK PROPSED: ~EW CONSTRUCTION DADDITION
2:5"/0 (OBTAIN FROM PROPERTY TAX NOTICEl
DALTERATION
DREPAIR
D INSTALL
D SIGN
DMOVE
D DEMOLI SH
PROPOSED USE: DSGL FAMILY DWELLING
D COMMERCIAL
DMULTI-FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
D MOBILE HOME
)( OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
~ LfL L€{A tLo-o VG- / Lj /-lEV
I
X 2 C SQUARE FOOTAGE Z Z 0
DESCRIPTION OF WORK
BUILDING SIZE ;'~
TYPE OF CONSTRUCTION: D BLOCK
RESIDENTIAL:
COMMERCIAL:
XBUILDING
D ELECTRICAL
D PLUMBING
D MECHANI CAL
D GAS
D ROOFING
9~/o t'
HEIGHT
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
$
~;'7 ttO
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
D SPECIALTY
D OTHER
Jzf FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
D NO
BUILDER
SIGNATURE
t!~ .L/
COMPANY /l- --k> -z.. Ah..vl/Jr/A(( 4~~, Me::"
STATE CERT OR REGIST # ~X (J/./~r;:, "7 0
CITY PROCESSING # cJ,~.) 0
***************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDITIONS OF ~ERMI~ AF~I~AV:~
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be su:o:j ect ":0 "deed restrictions" which
may be more restrictive than City regulations. Th,e und.ersiqned 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 under't,:ike 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 Jnay 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 Treatmentf Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify thatf 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 codesf
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 VAL E DO NOT E TO RECO D POST A "NOTICE OF COMM EMENT".
SIGN
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)
[1ho is personally known to me, or
o who has produced
(type
and whoD did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid Oiid not take an oath
Signature of person taking acknowledgment
Signature of person taking acknowledgement
Name typed, printed or stamped
Name typed, printed or stamped
~~~~~~~ln~II 11111 1111111111 1111111111111I111111111
NOTICE OF COMMENCEMENT
State of
FtC) il{)j~
County of
/2
1"715&2
THE lmOERSIGNED here~y gives notice ~hat improvement will be made to c3rtain
real property, and 1n accordance w1th Chapter 713 Florida Statutes, the
following information is provided in this Notice of' Commencement:
Rcpt: 6!523!54 R 6 0
1. Deser iption of Property: Parcel No. DS 0 00 ec:. 0
: . IT: 0.00
02/04/03 __ Dpty Clerk
'3 'f ~ cr Tf; U'K /'VI. A-!/ oY1 e.. D R..
(Legal descript10n of the property and street address if available)
2.
General Description of Improvement L-!9A/;t/
1?'K/O t/iJ1'f1 RCD71" / /9'x 10
/
5/(cz;J
3,
Owner Information: Name
J I .""-.
Co X
JED PITT"AN~ PASCO COUNTY CLERK
02/04/03 1~ : 2!pm 1 of 1
OR BK 522" PG 1823
l~ddress
"-'02'1'
:) ,__7
7;~'~.!f'ii dilllok 0/<.. City
Z~l~'fLlll (15
State FL'.. )~S-~j
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
4. Contractor: Name
'.....O.:A". ddress '1 tJ, 6t7X
"rl'
5. Surety: Name
It 70 2
1'17-
/l L bM /flUP'f;\ A~c-73-.:z;, c...
,
City L-c:.pArdr 11'5 State FL 5'3<)39
I
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:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of tbe
Lienorfs Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Exp~ratlon date ot Notice ol Commencement (the expiration date is 1 yea~
fr0m the date of recording unless a different date is specified.)
Signature of Owne .
Sworn to and
~ dOL) -=?:/
Notary Public:
My Commission Expires:
ANNA-MARIA BALDWIN
1=*: ,*:
" W" .:..:E EXPIRES: February 11, 2006
,', ":~.'ff.,i\-~'- Son<JAdThruNotIIryPubllcUnderwriters
~~-':-:-',-;::;.~.~i1~:'ii:i:;n~;:ii.1f/
PC93053048
tit
A TO Z ALUMINUM, INC.
P.O. Box 192. ZEPHYRHILLS. FL. 33539
Z'HILLS(S 13)715-7523.HuDSON(727)S57-1234
1.(2.
e Hereby Propose to furnish the materials ald perform the labor necessary for the cmlpleOOn cI:
/ /' .,
2 ~
/A.--
/,ff.e ')
'V""V
l' "- C,)?
MIUriaI is quaanleed to be as specified, ald the aboII9 work to be PEJlfu.,...... in accadallC8 with dnMings ald
' . submitted for aboII9 work ald ca.~ in substantial wakn lat. rnamer for the sun d
DoIIars($ h ? tJO, ~ )
, payments to be maje as follaNs:
~ or dftI8Iion tram ~ speciIIcIIIioo. inwcIving...... ~ will
~ only upon...... ORIera, lIl1d Will becllm. .. __ ch8tge ovw
_the -.... All-ur-n_ c:anIIngenI UIllI?:-- 8CCIclwIIa or
. beyond ow <:or*a, aw... to c:sny tlre, ""'- _ _ n-...y
upon-- WoIkeo'.~ _ PubIIc~
......,. on to be tall
Respectfully submitted
Per
This prq:lOS8l may be withdnMn by us if net a::cepted
wittW1 '30 days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are
to do the work as specified. Payment will be made as outJi e.
Date
0..
Signature
Signature
S J 'l'F, "'.AN
(RESIDENTIAL USE ONLY)
PARCEL I. D.
~
SEC
2--L{
l::.L
TWP
L~
RNG
2(
DATI?:
l/zofts:
SUBD
(J~ ~ 0
BLOCK
()()oOO
LOT
''2.5'1 t>
All drawings shall be drawn to scale or fully dimensioned for all parcels.
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SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE. SIZE, YEAR, AND NAME OF MOBILE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGfIT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
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NoelLE HOlliE SET-UP
rear (leo' )
0 50' 40' ....
8 III a
III Oe
... ... -::: ....
f . 25' .IC-: ElIi8tin. .
" ~z "
'. '. She. 'i
HOUSE CONSTRUCTIOPl
r.or (80')
50'
ROAD PlANE
ROAD NANE
ROAD NA NE
PI,
PROPERTY LINE
R/W = RIGIIT-OF-WAY
o = TREES
APPROVED SIn PLAN MUST BE POSTKD AT JOB LOCAn(lf.
NOTICE 01' DEED REST.RICTIaf
THIS PKRKIT may be subject to "Deed ReJltrictimw" which! are .ore reatrictive than County
regulations. The permit holder aBsu.eJI reJIponsibility for c~liancea with any applicable
deed restrictions.
site05:ce
PC95035005/A
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DATE
SUIt-CliNG
-7
----==-
SECTION 2
. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
PANO~
(SEE~~
SEE CONNECTION DETAILS ~ \
(SECTION 7)
FOURTH WALL FRAMING
WHERE REQUIRED
EXISTING HOST STRUCTURE
...-... S.P.F. (MIN.)
~NUMMAYBE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
SEE PAGE 2-5 FOR DETAIL IF
TOP OF SLAB IS LESS THAN 6"
FROM GRADE
,
~ORWOOD
~4TOP
PLATE @ ROOF (DOUBLE TOP
PLATE IF LENGTH OVER 6')
CONCRETE ANCHORS @
4'..{}" O.C. (SEE SLAB DETAILS)
UTILITY SHED WALL SECTION
SCALE: 3/16" = 1'..{}'"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368. SOUTH DAYTONA. Fl32121
TElEPHONE (386) 767-4n4
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
2-4 NOT TO BE REPROOUCED IN WHOlE OR IN PARTWlTHOlJT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.1.1 A Allowable Roof Beam Spans
for Freestanding Structures with Mono-Sloped Roofs* and Open Walls
For 3 second wind gust up to 130 MPH velocity; using design load of 20 #/SF
Aluminum Alloy 6063 T ~
r x 3. x 0.045. Hollow r x 3. x 0.050. Hollow Tilt
Load Max. Span 'L'/(bendlng 'b' or deflection 'cr) Load Max. Span 'L'/(bendlng 'b' or deflection 'cr)
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 5'.10. d 6'-10. b 6'-T' b 1'~. d 5 5'.10. d 6'-9. b 6'.7" b 1'~. d
6 5'-6' d 6'-3' b 6'-0' b 1'-8' d 6 5'-6' d 6'-2' b 5'-11' b 1'-7" d
7 5'-2' b 5'-9' b 5'-7" b 1'-7" d 7 5'-1' b 5'-9' b 5'-6' b 1'-7' d
8 4'-10' b 5'-5' b 5'-3' b 1'-6' d 8 4'-9' b 5'-4' b 5'-2' b 1'-6' d
- 4'.7" b 5'-1' b 1'-5' d 9 4'-6' b 5'-1' b 4'-11' b 1'-5' d
- 4'-4' b 4'-10' b 1'-4' d 10 4'-3' b 4'-9' b 4'-8' b 1'-4' d
11 4'-1' b 4'-7" b 4'-5' b 1'-4' d 11 4'-1' b 4'-7" b 4'-5' b 1'-4' d
12 3'-11' b 4'-5' b 4'-3' b 1'-4' d 12 3'-11' b 4'-4' b 4'-3' b 1'-3' d
r x 4. x 0.045. Hollow Tilt 2- x 4- x 0.044- x 0.100- Self Mating Beam
Load Max. Span 'L'/(bendlng 'b' or deflection 'cr) Load Max. Span 'L'/(bendlng 'b' or deflection 'd")
Width (ft.) 1 &2 Span 3 Span 4 Span Max. Width (ft.) 1&2Span 3 Span 4 Span Max.
Cantilever Cantilever
5 7'-4' d 8'-4. b 8'-0' b 2'-2' d 5 8'.7' d 10'-6' b 10'-2' b 2'-7" d
6 6'-10' b 7'-7" b 7'-4' b 2'-1' d 8 8'-1" d 9'-7" b 9'-3" b 2'-5" d
7 6'-3' b 7'-0' b 6'-10' b 1'-11' d 7 7'-8' d 8'-11' b 8'-7" b 2'-3' d
8 5'-11' b 6'-7" b 6'-4" b 1'-10" d 8 7'-4" d 8'-4" b 8'-1" b 2'-2' d
9 5'-7" b 6'-2" b 5'-11" b 1'-9" d 9 7'-0" b 7'-10" b 7'-7" b 2'-1" d
10 5'-3" b 5'-11" b 5'-8" b 1'-9" d 10 6'-8" b 7'-5" b 7'-2" b 2'-0" d
11 5'-0" b 5'-7" b 5'-5" b 1'-8" d '11 6'-4" b 7'-1" b 6'-10' b 1'-11" d
12 4'-10" b 5'-4' b 5'-2" b 1'-8" d 12 6'-1" b 6'-10' b 6'-7" b 1'-11" d
r x S- x 0.050. x 0.100. Self MatIng Beam 2- x 6- x 0.050- x 0.120- Self Mating Beam
Load Max. Span 'L'/(bending 'b' or deflection 'cr) Load Max. Span 'L'/(bending 'b' or deflection 'cr)
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 10'-8' d 12'-11' b 12'-6" b 3'-2' d 5 12'-6' d 14'-11' b 14'-6" b 3'-8" d
6 10'-1' d 11'-10' b 11'-5' b 2'-11' d 6 11'-9' d 13'-8' b 13'-3' b 3'-6" d
7 9'-7' d 10'-11' b 10'-7' b 2'-10' d 7 11'-2" d 12'-8' b 12'-3' b 3'-4' d
8 9'-2' d 10'-3' b 9'-11' b 2'-8' d 8 10'-7" b 11'-10' b 11'-5' b 3'-2' d
9 8'-8' b 9'-8' b 9'-4' b 2'-7" d 9 9'-11' b 11'-2' b 10'-9' b 3'-0' d
10 8'-2' b 9'-2" b 8'-10' b 2'-6" d 10 9'-6' b 10'-7" b 10'-3" b 2'-11' d
11 7'-10' b 8'-9' b 8'-5' b 2'-5' d 11 9'-0' b 10'-1' b 9'-9' b 2'-10" d
12 7'-6' b 8'-4' b 8'-1' b 2'-4' d 12 8'-8" b 9'-8" b 9'-4' b 2'-9' d
. Mon04loped roofs Include gables where the slope of the roof Is less than 1. In 12-.
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection
to the above spans for total beam spans.
2. For 140 MPH or higher wind zones, multiply spans by:
0.88 where deflection is applied ('d')
or by 0.82 where bending is applied ('b')
3. Spans may be interpolated.
Example:
Rnd the maximum span for 2' x 4' x 0.045' Hollow Tilt Section for a load width of 5' and a 3 span over hang condition:
a) for up to 120 MPH wind zone, the maximum span = 8'-4" 'b'
b) for 140 MPH or higher wind zone. the maximum span = 8.33" 0,82 = 6.83' = 6'-10'
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O, BOX 4368, SOU'Tli DAYTONA, Fl32121
TELEPHONE (386) 767-4774
FAX (386) 767.0556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
PAGE
2-27
SOLID ROOF PANEL PRODUCTS
RIDGE CAP
#8 x 9/16" TEK SCREWS @
PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
#8 x 1/2" S.M.S, (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1.
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
x (t +
1-1/4"121 FENDER WASHERS
@ 12. O.C, (LENGTH =
PANEL THICKNESS + 1.)
@ ROOF BEARING ELEMENT
(SHOWN) AND 24" O.C. @
NON-BEARING ELEMENT (SIDE
WALLS)
SECTION 7
PAN ROOF ANCHORING DETAILS
~
SEALANT
PAN HEADER (BREAK-
FORMED OR EXT,)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
~
PAN OR COMPOSITE ROOF
PANEL
#8 x 112. S.M.S. (3) PER PAN
ALONG PAN BOTTOM
ROOF PANEL TO BEAM DETAIL
SCALE: 3. = 1 '.0"
FOR PAN ROOFS:
(3) EACH #8 x 112. LONG S.M.S.
PER 12. PANEL
ROOF PANEL
(PER TABLES SECTION 7)
SUPPORTING BEAM
(PER TABLES)
...
1lD_
Lawrence E. Bennett, P. E.
CML ENGINEER. DEVELOPMEMT CONSUL rANT
P,O. BOX 4368. SOU1li DAYTONA, FL 32121
TELEPHONE (386) 7fJ7-4774
FAX (386) 767~556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E- BENNETT, P.E
PAGE
7-13
SECTION 7
SOLID ROOF PANEL PRODUCTS
Table 7.1.6
Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam
3" x 48" x 0,024" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-Sloped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 9'-7" 10'-9" 10'-4" 17'-4 " 19'-4 " 18'-9' 10'-11" 12'-3" 11'-10" 12'-5" 9'-11 " 9'-7" 4'-0"
8'-9" 9'.9" 9'-5" 18'-6" 17'-10' 10'-0" 11'-2" 10'-10" 9'-1 " 8'-9" 4'-0"
120 MPH 8'-0" 8'-11' 8'-8" 15'-2" 16'-11" 16'-5' 9'-2" 10'-2" 9'-10' 9'-11" 11 '-1' 10'-8" 4'.0"
123 MPH 7'-10" 8'-9" 8'-5" 15'-1" 16'-10' 16'-3" 8'-11 " 9'-11 " 9'-7" 9'-8" 10'-10" 10'-5" 3'-11"
130 MPH 7'-5" 8'-3" 7'-11" 14 '-2" 15'-10" 15'-3" 6'-10' 9'-5" 9'-2' 9'-2" 10'-3" 9'-11' 3'-5'
140 MPH 6'-10' 7'-8" 7'-5" 13'-3" 14'-10" 14'-4" 6'-4' 8'-9' 6'-11" 8'-10" 9'-11" 9'-7" 3'-2"
150 MPH 6'-5" 7'-2" 6'-11" 12'-3" 13'-8" 13'-3" 5'-6" 6'-8" 6'-5" 1"-4" 9'-3" 8'-11' 2'-11"
3" x 48" x 0.030" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-5loped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 11'-4' 13'-7" 13'-1" 20'-6" 22'-11" 22'-2" 12'-11' 14'-6" 14'-0" 14'-8" 16'-5" 15'-10" 4'-0"
110 MPH 10'-4" 12'-5" 11'-2" 19'-6" 21'-10" 21'-1" 11'-10" 13'-3" 12'.9" 12'-9" 14'-3" 13'-9" 4'-0'
120 MPH 9'-6" 10'.7" 10'-3" 17'-11" 20'-1" 19'-5" 10'-10" 12'-1" 11'-8" 11'-9" 13'-1" 12'-8" 4'-0"
123 MPH 9'-3" 10'-4" 9'-11" 17'-10" 19'-11" 19'.3" 10'-6" 11'-9" 11'-5" 11'-5" 12'-10" 12'-4" 4'-0"
130 MPH 8'-9" 9'-10' 9'-6" 16'-9" 18'-8" 18'-1" 10'-0" 11 '-2" 10'-10" 10'-10" 12'-2" 11 '-9" 4'-0'
140 MPH 8'-1" 9'-1" 8'-9" 15'-9" 17'-7" 16'-11" 9'-3" 10'-4" 10'-0" 10'-6" 11'-9" 11 '-4" 4'-0"
150 MPH 7'-7" 8'-5' 8'-2" 14'-6" 16'-2" 15'-8' 7'.(J" 9'-7" 9'-3" 9'-9" 10'-11" 10'-7" 3'-11"
4" x 48" x 0.024" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-5loped Roof Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 11'-1" 13'-3" 12'-10" 20'.(J" 22'-4" 21'-7" 12'-8" 14 '-2" 13'-8" 14'-4" 16'-0" 15'-6" 4'-0"
110 MPH 10'-1' 11'-3" 10'-11" 19'-1" 21'-4" 20'-7" 11'-7" 12'-11' 12'-6" 12'-5" 13'-11" 13'-5' 4'-0"
120 MPH 9'-3" 10'-4" 9'-11" 17'-6" 19'-7" 18'-11" 10'-6" 11'-9" 11'-5" 11'-5" 12'-10- 12'-4" 4'-0"
123 MPH 9'-0" 10'-1" 9'-9- 17'-5" 19'-6" 18'-10" 10'-3" 11'-6" 11'-1" 11 '-2- 12'-6" 12'-1" 4'-0"
130 MPH 8'-7" 9'-7" 9'-3" 16'-4" 18'-3- 17'-8" 9'-9" 10'-11" 10'-7" 10'-7" 11'-10" 11'-5" 4'-0"
140 MPH 7'-11" 8'-10" 8'-7" 15'-4" 17'-2- 16'-7" 9'-0" 10'-1" 9'-9' 10'-3" -11'-5" 11'-1" 4'-0"
150 MPH 7'-5" 8'-3" 7'-11" 14'-2" 15'-10" 15'-3" 6'-10" 9'-4" 9'-1' 9'-7" 10'-8- 10'-4" 3'-11"
4" x 48" x 0.030" Panels Glass Rooms
Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I
Wind Mono-5loped Roof . Cantilever
Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All
span span span span span span span span span span span span Roofs
100 MPH 13'-8" 18'-10" 18'-3" 23'-1" 25'-10" 24'-11- 14'-7" 16'-4" 15'-9" 16'-6" 18'-6" 17'-10" 4'-0"
110 MPH 12'-6- 13'-11" 13'-6" 22'-0" 24'-7" 23'-9" 13'-4 " 14'-11" 14'-5" 14'-4- 16'-1" 15'-6' 4'-0"
120 MPH 10'-8" 12'-9" 12'-4" 20'-3" 22'-8" 21'-11" 12'-2" 13'-7" 13'-2" 13'-3" 14'-9" 14'-3" 4'-0"
123 MPH 10'-5" 12'-5" 11'-3" 20'-1- 22'-6" 21'-9" 11'-11" 13'-3" 12'-10" 12'-11" 14'-5" 13'-11" 4'-0"
130 MPH 9'-10" 11'-0" 10'-8" 18'-10" 21'-1" 20'-4" 11'-3" 12'-7" 12'-2" 12'-3" 13'-8" 13'-3" 4'-0"
140 MPH 9'-2" 10'-3" 9'-11" 17'-9" 19'-10" 19'-2" 10'-5' 11 '-8" 11 '.3" 11'-10" 13'-3" 12'-9" 4'-Q" I
150 MPH 8'-6" 9'-6" 9'.2" 16'-4" 18'-3" 17'-8" 9'-8" 10'-10" 10'.5" 11'-0" 12'-4 " 11 '-11" 4'-0"
Note: Total roof panel width = room width + wall width + overhang,
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX ~368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
7-24
@ COPYRIGHT 2002
NOT TO BE: REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
SCREEN, VINYL, GLASS & MODULAR ROOMS
SECTION 3
INTERIOR BEAM
TABLE 3.1.4 OR 3.1.5
ALUMINUM ROOF SYSTEM
PER SECTION 7
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR_
CARRIER BEAM POST
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLE 3.1.6
FOR SCREEN ROOMS OR
TABLE 3.1.7 FOR GLASS
ROOMS)
/r
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
';
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P. E.
CN/L ENGINEER - DEVELOPMEHT CONSUL rANT
P,O, BOX 4368, SOUlli DAYTONA, FL 32121
TELEPHONE (386) 767-477.-
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, p,e,
PAGE
3-1
SECTION 3
~INYL, GLASS & MODULAR ROOMS
I
11
'LW FOR
MAX.
UPRIGHT
LENGTH
SELECT EDGE BEAM F~OM
TABLE 3.1.1,3.1.2,3.1.3 AND I
OR 3.1.4
H*
1" x 2"
O.H.
SOLID ROOF
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
'l<--
VARIES
"!<-- MIN. 3-112" SLAB ON GRADE
VARIES OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL GLASS ROOM WITH SOLID ROOF ~I PAGE 3-21 22 23)
TYPICAL FRONT VIEW FRAMING . ,
* (HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
r ;~ ~~F':= t AlTERNATE CONNECTION
r 'P/2' 'P/2' @ FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
(SEE TABLES) w
C)a::
z;::)
~t;
~;::)
~g:
CIJ
11
VARIES
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES:
1.ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-1/2. S.M.S. WI
WASHERS OR #10 x 2-1/2. WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BE1M AND COLUMN
INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF
CONNECTION.
2.5ELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF PI2 OR PI2 + O.H.
3.5ELECT SCREEN ROOM FORTH WALl BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P/2
4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 90 -120 130 140 150
#8 #10 #12 #12
J
'PO VARIES
1
TYPICAL SCREEN I GLASS ROOM
SCALE: 3116. = 1'-0.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O, BOX 4368. SOUTH DAYTONA. FL 32121
TElEPHONE (386) 7ff1~n4
FI\X (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
3-2 NOT TO BE REPROOUCED IN WHOLE OR IN PART WlTHOlTT TliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 12 #/SF
Aluminum Alloy 6063 T.e
Tributary Load Width OW' . Purl In Spacing
Sections 3'-0'" I 3'-6. 4'-0. J 4'-6" J 5'-0. I 5'-6. 6'-0. I 6'-6. I 7'-0. 7'-6.
Allowable Height 'ff' I bending 'b' or deflection 'rr
r x 2. x 0.044. Hollow 7'-11. d 7'-7" d 7'-3. d 6'-11. d 6'-8. b 6'-4. b 6'-1. b 5'-10. b 5'-8. b 5'-5. b
rxrxO.055. Hollow 8'-5" d 8'-0. d 7'-8. d 7'-5" d 7'-2'" d 6'-11. d 6'-8. b 6'-5" b 6'-2. b 5'-11. b
T x 2" x 0.045" Hollow 8',10. d 8'-4. d 7'-11. d 7'-8. d 7'-5" d 7'-2'" d 6'-11. d 6'-9. b 6'-6. b 6'-4. b
3" x 2. x 0.070" Hollow 10'-6. d 9'-11. d 9'-6. d 9'-2. d 8'-10. d 8'-7" d 8'-4. d 8'-1. d 7'-11. d 7'-9" d
Hollow 11'.o. d 10'-5. d 9'-7" d 9'-3. d 8'-11. d 8'-9" d 8'-6" d 8'-4. d 8'.o. b
2. x 4" x 0.050. Hollow 14'-11. d 14'-3. d 13'-6" b 12'-8. b 12'-1. b 11'-6. b 11'..()" b 10'-7" b 10'-2'" b 9'-10. b
2" x S" x 0.050" S.M.B, 20'.2. d 19'-1. d 18'-3. d 17'-7" d 16'-9. b 15'-11. b 15'-3. b 14'-8. b 14'-2. b 13'-8. b
2" x 6. x 0.050. S.M.B. 23'-6" d 22'-4. d 21'-4. d 2f1-5" b 19'-4. b 18'-5" b 17'-8" b 16'-11. b 16'-4. b 15'-9" b
Spans I heights may be interpolated.
Table 3.2.1,,120 Allowable Upright Heights, Chair Rail Spans or Header Spans" Hollow extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 120 MPH velocity; using design load of 14 #lSF
Aluminum Alloy 6063 T-6
Trtbutary Load Width OW' . Purlln Spacing
Sections 3'-0'" 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-6" I 6'-0" I 6'-6" J 7'-0" I 7'-6.
Allowable Height 'H'I bending 'b' or deftectJon 'cr
2" x 2" x 0.044" Hollow 7'-7" d 7'-2. d 6'-11. d 6'-6" b 6'-2'" b 5'-11" b 5'-8. b 5'-5. b 5'-3. b 5'-1. b
2" x 2" x 0.05S" Hollow 8'-0. d 7'-7" d 7'-4. d 7'-0" d 6'-9" b 6'-5. b 6'-2. b 5'-11. b 5'-8. b 5'-6. b
3" x 2" x 0.045. Hollow 8'-4. d 7'-11. d 7"7" d 7'-4. d 7'-1" d 6'-1(r b 6'-6" b 6'-3. b 6'-0" b 5'-10. b
3" x 2" x 0.070. Hollow 9'.11. d 9'-5" d 9'..()" d 8'-8'" d 8'-5" d 8'-1" d 7'-11" 'd 7'-8. d 7'-6" d 7'-4" d
r x 3" x 0.045. Hollow 10'-5" d 9'-11" d 9'-6" d 9'-2. d 8'-10. d 8'.7" d 8'-4. d 7'-11. b 7'-8. b 7'-5" b
r x 4. x 0.050. Hollow 14'-3. d 13'-4. b 12'-6" b 11'-9" b 11'-2'" b 10'-8" b 10'-2'" b 9'-9" b 9'-5" b 9',1. b
r x S" x 0.050. S.M.S. 19'-1" d 18'-2. d 17'-4. b 16'-4" b 15'-8. b 14'-9' b 14'-2'" b 13'-7" b 13'-1" b 12'-8. b
2" x I" x 0.050" S.M.B. 22'-4. d 21'-3. d 20'..()" b 18'-10. b 17'-11" b 17'-1. b 16'-4" b 15'-8. b 15'-2" b 14'-7" b
Spans may be Interpolated.
Table 3.2.1-130 . Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Encaosed Structures
For 3 second wind gust at 130 MPH velocity; using design load of 16 #lSF
Aluminum Alloy 6063 T-8
Tributary Load Width OW' . Purlln Spacing
Sectlona 3'-0'" I 3'-8" I 4'-0. I 4'-8" 5'.0. I 5'-8" I 6'.0. I 6'-8. I 7'-0. I 7'-8"
A1lowabl. Hell ht 'ff'1 bending 'b' or deflection 'cr
2" x 2. x 0.044" Hollow 7'-3. d 6'-11" d 8'-8" b 8'-1" b 5'-9" b 5'-6" b 5'-3" b 5'-1. b 4'_11" b 4'-9" b
2" x 2. x 0.05S" HoUow 7'-8. d 7'-4. d 6'-11" d 6'-8" b 6'-4. b 6'..()" b 5'-9" b 5'-6" b 5'-4. b 5'-2" b
3" x 2. x 0.04S" HoUow 7'-11. d 7'-7" d 7'-3. d 6'-11. d 6'-8. b 6'-4. b 6'-1. b 5'-10. b 5'-8. b 5'-5" b
3" x 2" x 0.070" Hollow 9'-6. d 9'.o. d 8'-8. d 8'-4. d 8'-0. d 7'-9' d 7'-7" d 7'-4. d 7'-2" d 7'.o. d
2" x 3" x 0.04S" Honow 10'-0. d 9'-6. d 9'-1. d 8'-9. d 8'-5. d 8'_1. b 7'-9' b 7'-8" b 7'-2" b 6'-11. b
2" x 4" x 0.050" Hollow 13'-6" b 12'-6" b 11'-8. b 11'..()" b 10'-5" b 9'-11. b 9'-6" b 9'-2'" b 8'-10" b 8'-6. b
2" x S" x 0.050. S.M.B. 18'-3. d 17'-4. b 16'-3. b 15'-3" b 14'-6" b 13'-10. b 13'-3. b 12'-9" b 12'-3. b 11',10. b
2" x 6" x 0.050" 8.M.B. 21'-4. d 2f1-o. b 18'-9. b 17'-8. b 16'-9. b 15'-11. 15'-3. b 14'-8. b 14'-2" b 13'-8. b
Spans may be interpolated.
Lawrence E. Bennett, P.E. ,
CNIL ENGINEER. DevELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTlf PAYTONA. Fl32121
TElEPHONE (386) 767-4n4
FAX (386) 767 ~556
SEAL
PAGE
@ COPYRIGHT 2002
3-44 NOT TO BE REPROO\JCED IN WHOlE OR IN PART WITHOVT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETT, P.E.