HomeMy WebLinkAbout02-1406
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N2
1406
1-(5' ~
BUILDING
(813) 780-0020
Date fj-jCJ -& :z
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner: ~ LA.. 4~
Job Address: ? ,20 <./ 1J.5 h L~ ctr.
Water Meter:
T.I.F.'s:
Parcel 1.0. "
Zoning:
Oeoscrfotion of Work
Energy Code:
Sf1AllN\ ~ ~
Radon Gas: I ~ ~ '/
~ fAdL 5 L-,b
FINAL
C.O.
DATE
NO OI;:CUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
,.:m;tFee ~ ~
./ _Ignature __ __
. Company I
Address
X'l"""elephone# 7 'I g - 95/) '1
Valuation or
Contract Price
~ 9t;g . t1f7
City License Registration #
State Certified License#
5c.M, ->t~ IJlv-.w-
.
BUILDING
ELECTRICAL
PLUMBING
Ftr. \./ x,;1..:2 -O~ 'II't/lTUrp. Servo
Pre SLB 1/ K' 22. - 02.. ,Rljlb"'lRough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL pre-~r
Fin~_
SLB
Tub Set
Water
Sewer
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 FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEll
2'- 1::2-0 :<.
OWNER'S NAME c"o..f'\a.... H~e.
JOB ADDRESS 7~o'i Ashla.nd Dr.
PHONE
PASCO PERMIT SE8VICE
813-788-5314
SUBDIVI SION Ai pha.. V i Lltt~ e..
(OBTAIN FROM PROPERTY TAX NOTICEl
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # .~;-- ~5- .;11- OO!JO-OOOCO-03G,O
DSIGN
pi ADDI'l'ION
o MOVE
o Al.TERATI ON
o REPAIR
o INSTAl.l.
WORK PROPSED: DNEW CONSTRUCTION
o DEMOLISH
PROPOSED USE: D<sGL FAMIIJY DWELI,ING
o COMMERCIAl.
OMUIll'I-FAMHY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
t0r feeV'... KooYY1 eu.-~ CDncre.t~ ~Aa.h
/44
DESCRIPTION OF WORK
I;). )( I~
SQUARE FOOTAGE
HEIGHT
..4-e-<- j(? I ~
,
RES I DEN'l'IAl.:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED E'OR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
lii BUILDING
o ELECTRICAL
$
lq~g.f)t)
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
'l'YPE OF CONSTRuc'rrON: 0 BLOCK
o FRAME
(l( OTHER o../u tM.l"n (,( """'-"
IS PROJECT IN FLOOD ZONE AREAD YES
o STEEL
FINISHED FLOOR ELEVATIONS
o NO
COMPANY 6tA-V\ st~t~ AhLV\'\tl'll'\.l'V\....-'
STATE CERT OR REGIST #
CITY PROCESSING #
ELECTRJ:CIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
***********~**************************~***************************
MECHANICAL
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
OTHER COMPANY
STATE CERT OR REGIST #
SIGNATURE CITY PROCESSING #
************************** k*************************************
CUNJJ1'l'lUNoS Uf!' J:'t;}{N.J.l' A.I:.,~ .~i)!\V-'-T
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be
may. be more restrictive than City regulations. The
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required.
t~ be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
city of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND U'l'IIJI1'Y CONNECTION FEES
D. CONS1'RUCTUION LIEN lAW (CHAPTER 713, FJ.ORIDA 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 E'lorida 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 comp1iance. Such agencies 1nclude 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, Env1ronmental Health Unit-Wells,
Wastewater Treatment, Septic 'ranks
*U.S. Envi.ronmental Protectlon 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 1n 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 perm1t 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 consldered abandoned.
WARNING TO OWNER: YOUR E'ATI.URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI,T IN YOUR
PAYING TWICg E'OR IMPROVgMEN'I'S '1'0 YOUR PROPERTY. IF' YOU INTEND '1'0 OBTAIN FINANCING, <:;ONSUL'l'
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCF.MENT".
~ 3S:J ~.., -~~~
~ - - ~
-- - -- ,-- OR AGENT _ __nn nnn n nnn. nnnn.n f
STATE OF FLORIDA t"'f')
COUNTY OF raS60
The foregoing 1nstrument was acknowledged
Before ~ this ~"d~y of A v..S'" So1 , .;)..Ot)~
by ~vJ. {o("rela.-
(name of person acknowledged)
~hO is personally known to me, or
subject to "deed restrictions" which
undersigned assumes responsibility for
STATE OF FLORIDA 0
COUNTY OF I-a. .sC 0
The foregoing instrument was acknowledged
Before me th~ I~'fl.day o~ A~$L< ~~, :wo'?-
by . L-\..-I C.or r et a....
AI' (name of pe,rson acknowledged)
~ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
~id not take an oath
o who has produced
(type
Ddid not
5i
Name typed,
... \ ,_~' i -1 " .. ~,
'~'rc:r.'
~"q:ted or
~1~:;".
'\:"(;<'1 Bahr
s difu~~& 790817
. '. ,.), 2002
THRU
Name t yp~~~*[{t~1UJJ tl6i
'r~I':1 ;, ~.~
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f'.hr
st~~d
'002
,iU
'.;0.. INC.
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C~<<f 8--/9:"-0d2~
-- M~lffTlL. J1L4N\.
720 y. . f}srf~D ./ZJl.
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T1~11
1
'roposal
Page No.
of
Pages
SUN
STATE l1.lUMINUM,
6154 Fort King Rd
ZEPHYRHiLLS. FL 33540
(en) 788-7308
INC.
PROPOSAL SUBMITTED TO. .::C.
r- [" .-, '" ,.~
'~- -.~.) \-. :(..:::.
PHONE
(-.........)
'--x.
JOB NAME
CITY, STATE and ZIP CODE
JOB LOCATION
--"'~".7
c:.'
ARCHITECT'.
-~~\,~ \
DATE OF PLANS
JOB PHONE
_..~~~.:reby submit specitications and estimates for:
) . , .',
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B! J~r~~IEl~Y t~ furniSh(m~teri.~I\aQ.~~bor ~e in ,.GGQidarl'l>e with above speCif~tio~s, for the sum of:
\.', I ',.", .-.~ \ " '. \ '\. '- "\ I \ '4 \ ,
\. ~ ": "".\-...' ,,' '. '~ "... '..1 \ ~'" , \ ,
. -..: '::". / "" \., -'--" ,_.~.... '., -'. dollars ($ ! 'v (~ ).
ent to e made as follows: ',..",j
-''\''..... '., '" \', '~. ~'" .~ s:
,.-> ..l...l', ,.- \.:> --j' ~:.::;>
-"'-..j
..~.,,; .cc:_::.-
---'
f')n:-"!'-:"1 ~--1r~p.t:, :1')jf\j~{':"".~! ~ '-'In :!.' '0:l:~! ,_hl~: ~1r!H,_....t<; Y" i"ton ..~.~~.....; 1 t,.\/; ~:'~r rr;;H~f~. 1\::; tt_~~ ~ :-lftJo."r- (;(\-Mn~f.'-t'on.,_
All material is guaranteed to be as specified. All work to be completed in a workmanlike (/ . .":::'::.:'._: -;:'~.:::.~.:::..~~_-_ ,__,c-:::'-::~-::.__ /
manner according to standard practices. Any alteration or deviation from above specifications -"~S' -<'.'.:-""-r-._. . - ..=",-:-:::__._~._._
involving extra costs will be executed only upon written orders, and will become an extra SignatLlf~~.
charge over and above the estimate. All agreements contingent upon strikes, accidents
or delays beyond our control. Owner to carry fire, tornado and other necessary insurance.
Our workers are fully covered by Workman's Compensation Insurance.
Note: This proposal may be
withdrawn by us if not accepted within
days.
Acceptance of 'roposal- The above prices, specifications
and conditions are satisfactory and are hereby accepted. You are authorized
to do the work as specified. Payment will be made as outlined above.
~.
Signature I
I j)
((.J.. _.\r ~'"
-- .
,
\ I
, (
('\:" " '.'J'X-'
Date of Acceptance:
Signature
~7 To Reorder:
!l<X"r<'25-6380 or nebs.com
SITE PLAN
PARCEL 10#: 35-25-21-0050-00000-0360
75'
II
135'
PROPOSED
SCREEN RM.
12x12
,-
EXISTING
SCREEN RM. 11
12x12 -
-
15'
- -
- -
EXISTING
HOUSE _ 14'
- --
I
~
25'
l.
7204 ASHLAND DR.
202'
PROPOSED SCREEN ROOM
I I I I I 3" RISER PAN ROOF I I I l
3x2 x .045
POSTS
4S"O.C.
16"
KICKPLA TE
~
12'
~
BACK ELEVATION
T
7'
1
.-
H
0
S
T
L.:..r- NEVV CONCRETE SLAB
12'
~
SIDE ELEVATION
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 PANELS
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
L
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLE 3.1.6
FOR SCREEN ROOMS OR
TABLE 3.1.7 FOR GLASS
ROOMS)
/;
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
L
Lawrence E. Bennett, P. E.
CNIL ENGINEER" DEVELOPMENT CONSUL rANT
p.o. BOX 4368, BOurn DAYTONA, Fl32121
TElEPHONE (386) 787-4774
FAX (388) 787-6556
@ COPYRIGHT 2002
NOT TO BE REPROOVCED IN WHOLE OR IN PART WITHO\TT TliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P .E.
SEAL
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 1112" S. M. S.INTO
SCREW BOSS
ANCHOR 1" x 2" PLATE TO
CONCRETE W/1/4" x 2-112"
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 & MODULAR ROOMS
\
I.
...-/
BEAM/HEADER
ANGLE CLIPS MAYBE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 112. 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
SCALE: 3. = 1'-0.
ANCHOR1.x2.CHANNELTO
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. 3-112. SlAB 2500 PSI
CONC. 6x6-10x10 W.W.M. OR
FIBER MESH
.VAPOR BARRIER UNDER
CONCRETE
ee
. --." ':
.
HEADER BEAM
.--J
(4) #10 x 112" S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2" x 2. OR 2. x 3. OR 2" S.M.B.
POST
MIN. (4) #10 x 112" 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
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O. BOX~. SOUTH DAYTONA. Fl32121
TElEPHONE (:Ja8) 787-4774
FAX (388) 787-M56
SEAL
PAGE
,.)
3.12
e cOPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTCN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
lOCK INTO FIRST COURSE OF
BRICKS
AlTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL
1" WIDE x 0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING WI (2) #10 x 3/4"
S.M.S. STRAP TO ~OST AND
(1) 1/4" x 1-314" TAPCON TO
SlAB OR FOOTING
SCREEN, VINYL, GLASS & MODULAR ROOMS
r
~
:i:
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAl) PATIO
CONCRETE SlAB W/6 x 6 -
10 X 10 WELDED WIRE MESH
OR FIBER MESH CONCRETE
"
co
C")
L
.~ - ---~.
d .
.. .
.
(1) #5" BARS WI 3" COVER
(TYPICAl)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WAllS
SCALE: 3/4" = 1'-0"
12"
TYPE I TYPE II TYPE III
FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 0-2"/12" 2"112" - 1'-10" > 1'-10"
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOil BEARING PRESSURE OF 1 ,500 PSF.
BEARING CAPACITY OF SOil SHAlL BE VERIFIED, PRIOR TO PLACING THE SlAB, BY FIELD SOil
TEST OR A SOIL TESTING lAB.
2. THE SlAB/FOUNDATlON SHAlL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTil THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SlABS SHAlL BE A
MINIMUM OF 3-112" (4" NOMINAL) THICK.
4. 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.
5. IF lOCAl BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTIONS REQUIRED BY lOCAl CODE, lOCAl CODE GOVERNS.
(SEE ADDITIONAl DETAil FOR STRUCTURES lOCATED IN ORANGE COUNTY, FL)
6. IF A CARRIER BEAM OR FORTH WAlL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM.
3-112" (TYP. (1)#5 BAR CONT.
AlL SLABS) I ._--.._
. .~....
co '.
. ..
6" MIN. (2) #5 BAR CONT.
r-r- . . :.. . d . .
.1 h ~. . ".-~. - ....
~ ., /.. '. ~.
.... . I .' '. .
.. .. .
. . <4 .
.-.-J
SLAB-FOOTING DETAilS
SCAlE: 3/4" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVaOPMENT CONSUl. rANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (386) 787"'77~
FAX (388) 787-6556
SEAL
PAGE
-.-J
@ COPYRIGHT 2002
3.22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 19 #/SF (32 #/SF for Max. Cantilever)
I
Alum num Alloy 6063 T-4I
2" x 2" x 0.044" 2" x 2" x 0.055"
Load Max. Span 1.' / (bending 'b' or denectlon 'd1 Load Max. Span 'L' / (bendlaa 'b' or denectlon 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-4" d 5'-4" b 5'.2" b 1'.1" d 5 4'.7" d 5'-8" d 5'.7" b 1'.2" d
6 4'.1" d 4'-10" b 4'-8" b 1'.{)" d 6 4'-4" d 5'-3" b 5'.1" b 1'.1" d
T 3'-10" d 4'-6" b 4'-4" b 0'-11" d T 4'-1" d 4'-11. b 4'.9" b 1'.{). d
8 3'-8. d 4'.2. b 4'-1. b 0'-11" d 8 3'.11. d 4'-7" b 4'-5" b 0'-11. d
. 3'-6. b 3'-11" b 3'.10. b 0'-11" d . 3'-S" d 4'-4. b 4'-2" b 0'-11. d
10 3'-4" b 3'-9. b 3'-8" b 0'-10" d 10 3'.7" d 4'-1. b 3'-11" b 0'-11. d
11 3'.2" b 3'.7" b 3'-5" b 0'-10" d 11 3'-6" b 3'.11" b 3'.9" b 0'-10" d
12 3'-1" b 3'-5" b 3'-4" b 0'-10" d 12 3'-4" b 3'-S" b 3'-7" b 0'-10" d
.3'.XZ' XO.O_- I 3- X 2- X O. 11'0'
Load Max. Span 1.' / (bendlna 'b' or denectlon 'd1 Load Max. SDan 1.'/ (bendl HI 'b' or denectlon 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. WIdth (ft.) 1 &2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'.9" d 5'-10" d 5'.11" b 1'.2" d 5 5'-8" d 6'-11" d 1'-1" d 1'-5" d
. 4'-6" d 5'-6" d 5'.5" b 1'-1" d 6 5'-4" d 6'-7" d 6'-8" d 1'-4" d
7 4'-3" d 5'-2" b 5' .{)" b 1'.1" d 7 5'-1" d 6'-3" d 6'-4" d 1'-3" d
8 4'-1" d 4'-10" b 4'-8. b 1'.{). d 8 4'-10" d 5'-11" d 6'-1" b 1'-2" d
. 3'-11" d 4'.7" b 4'..s" b 0'-11" d . 4'-8" d S'.g" d 5'-8" b 1'-2" d
10 3'-9" d 4'-4" b 4'-2" b 0'-11" d 10 4'-6" d 5'-6" d 5'-5" b 1'-1. d
11 3'-8" d 4'-2" b 3'-11" b 0'-11" d 11 4'-4" d 5'-4. b 5'-2" b 1'-1" d
12 3'.7" b 3'.11. b 3'.10" b 0'-11" d 12 4'-3" d 5'-1. b 4'.11. b 1'-1" d
2" x 3- x 0.045- 2- x 4- x 0.050"
Load Max. Span 1.'/ (bendlna 'b' or denectlon 'd1 Load Max. SDan 1." (bendlna 'b' or denectlon 'eI')
Width (ft.) 1 &2Span 3 Span 4 Span Max. Width (ft.) 1 &2Span 3 Span 4 Span Max.
Cantilever Cantilever
5 5'-11" d 6'.11" b 6'-S" b 1'-6" d 5 8'.1" d 9'-7" b g'-3" b 2' .{)" d
. 5'-7" d 6'-S" b 6'.2" b 1'-5" d 8 1'-7" d 8'.9" b 8'-5" b 1'.11. d
T 5'-3. b 5'-11" b 5' .g" b 1'-4" d 7 1'-3. d 8'-1" b 1'-10" b 1'.10. d
8 4'-11" b 5'-6" b 5'-4" b 1'.3" d 8 6'-g. b 1'-7" b 1'-4" b 1'-9" d
. 4'-8" b 5'-3" b 5' .{)" b 1'.3. d I 6'-5" b 1'-r b 6'-11. b 1'-8" d
10 4'-S" b 4'.11" b 4'.9" b 1'-2" d 10 6'.1" b 6' .g" b 6'.7" b 1'-1" d
11 4'-3" b 4'-9" b 4'-1" b 1'.r d 11 5'-g" b 6'.5. b 6'-3. b 1'-1" d
12 4'.{)" b 4'-6" b 4'-4" b 1'.1. d 12 5'-8" b 6'.2" b 5'.11. b 1'-6" d
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Note:
1. N:Jove 'pans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to !he above spans for totaJ beam spans.
2. Spans may be Interpo/ated.
Lawrence E. Bennett, P.E.
CML. ENGINEER. DEVELOPMENT CONSUL. rANT
P.O. BOX 4368, SOU1lt DAYTONA, Fl32121
TElEPHONE (386) 767~n..
FAX (386) 767~556
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SEAL
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE 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 fIISF
Aluminum Alloy 6063 T -6
Tributary Load Width W' . Purlln Spacing
Sections 3'.(J-' I 3'-6- I 4'.(J- I 4'-6- I 5".(J- I 5"-6- I 6'.(J- I 6'-6- T.(J- r T-6-
Allowable Height 'W J bending 'b' or deflection 'cr
r x 2- x 0.044- Hollow T-11" d T-T' d T-3" d 6'-11" d 6'-8" b 6'-4. b 6'-1. b 5'-10" b 5'-8" b 5'-5" b
r x 2- x O.OSS"' Hollow 8'-5" d 8' .()" d T-8. d T-5" d 7'-r d 6'-11. d 6'-8. b 6'-5. b 6'-r b 5'-11. b
3" x r x 0.04S"' Hollow 8'-10" d 8'-4. d T-11. d T-8. d 7'-5" d T-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 6'-7" d 8'-4. d 8'-1. d 7'-11. d T-9. d
2- x 3- x 0.045- Hollow 11'.()" d 10'-5. d 1O''()" d 9'-T' d 9'-3. d 8'-11. d 8'-9. d 8'-6" d 8'-4. d 8'-0" 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'-0" b 10'-7" b 10'-2" b 9'-10. b
2- x 5" x 0.050- S.M.B. 20'.2. d 19'-1" d 18'-3. d 1T-7. d 16'-9. b 15"-11" b 15'-3" b 14'-8" b 14'-2. b 13'-8. b
2" x 6- x O.OSO- S.M.B. 23'-6" d 22'-4. d 21'-4. d 20'-6" b 19'-4. b 18'-6" b 1T-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 fIISF
Aluminum Alloy 6063 T-6
Tributary Load WIdth W' · Purtln Spacing
SectIons 3'.(J- I 3'-6- I 4'.(J- I 4'-6- I 5".(J- I 5""'- I 6'.(J- I 6'-&- I T.(J- I T...-
Allowable Height ..... I bending 'b' or detlectlon 'cr
2- x 2- x 0.044- Hollow T-T' d 7'-2" d 6'-11. d 6'-6. b 6'-r b 5'-11. b 5'-8" b 5'-5. b 5'-3" b 5'-1. b
2" x 2- x 0.055" Hollow 8' .()" d 7'-T' d 7'-4. d T-O" d 6'-g. b 8'-5. b 6'-2. b 5'-11. b 5"-8. b 5'-6" b
3- x 2- x 0.045- Hollow 8'-4" d T-11" d T-T' d T-4. d 7'-1. d 6'-10" b 6'-8" b 6'-3. b 6'.0. b 5'-10" b
3- x 2- x 0.070- Hollow 9'-11. d 9'-5" d 9'-0" d 8'-8. d 8'-6" d 8'-1. d T-11. 'd T-8. d 7'-6" d 7'-4. d
2" x 3- x 0.045- Hollow 10'-5" d 9'-11. d 9'-8" d 9'-2. d 8'-10" d 8'_7" d 8'-4. d T-11. b T-8. b 7'-5. b
2" 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'-6" b 9'-1. b
2" x 5" x 0.050- S,M.B. 19'-1" d 18'-2. d 1T-4. b 16'-4. b 15'-6. b 14'-&" 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'-0" 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 Enclosed Structures
For 3 second wind gust at 130 MPH velocity; using design load of 16 fIISF
Aluminum Alloy 1063 T'"
Trlbutarv Load Width W' . Purlln Spacing
SectIons 3' .(J- 3'-6- r 4'.(J- 4..... I 5'.(J- I 5'.... I I'.(J- I 1''''- I T.(J- I T....
Allowable Hel ht 'H' J bendlna 'b' or deftectJon 'eI'
2" x 2- x 0.044- Hollow 7'-3. d 6'-11. d 8'-6" 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 0.055" HoUow T-fl" d T-4" d 8'-11. d 6'-8. b 6'-4. b 6'-0" b 5'-9" b 5'-8" b 5'-4. b 5'-r b
3- x 2" x 0.045"' HoUow 7'-11" d 7'-T' d T-3. d 6'-11. d 6'-8. b 6'-4. b 6'-1. b 5'-10" b 5'-8. b 5'-6" b
3- x 2" x 0.070- Hollow 9'-6. d 9'.0" d 8'-8" d 8'-4" d 8'.0. d 7'-9" d T-7" d T-4. d T-2" d 7'..fJ" d
2" x 3- x 0.045"' HoRow 10'.()" d 9'-6. d 9'-1. d 8'-9. d 8'-5. d 8'-1. b T-9. b 7'-8" b T-2" b 6'-11. b
r x 4- x 0.050- Hollow 13'-6" b 12'-6. b 11'-8" b 11'-0" b 10'-5" b 9'-11. b 9'-8" b 9'-2" b 8'-10" b 8'-6. b
r x 5" x O.OSO- S.M.B. 18'-3" d 1T-4" b 16'-3. b 15'-3. b 14'-8" b 13'-10. b 13'-3. b 12'-9. b 12'-3. b 11'-10. b
2" x 6" x O.OSO- S.M.B. 21'-4. d 20'.()" b 18'-9" b 17'-8" b 16'-9. b 15'-11. 15'-3. b 14'-8. b W-2. b 13'-8. b
Spans may be Interpolated.
Lawrence E. Bennett, P.E.
CMl ENGINEER - DEVELOPMENT CONSUL rANT
P.O. BOX 4368, sovrn DAYTONA, Fl32121
TElEPHONE (386) 767-4n4
FI\X (386) 7ff7 ~556
SEAL
PAGE
@ COPYRIGHT 2002
3-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
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NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1/2- LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 112- WASHERS. ALL SCREW HEADS
SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BElWEEN THE WASHER AND THE
PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 X 112- SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X 1- OF THE ABOVE SCREW TYPES AND
THE ABOVE SPECIFIED RIZER SCREW. #8 X 9/16- TEK SCREWS ARE ALLOWED AS A
SUBSTITUTE FOR #8 x 112- S.M.S.
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMEfoIT CONSUL TANT
P.O. BOX <4368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FI'J( (386) 76Hi556
J
SEAL
PAGE
@ COPYRIGHT 2002
7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
.
SECTION 7 SOLID ROOF PANEL PRODUCTS
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Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3- x 12- x 0.024- 2 or 5 Rib Rls.r Pane" Glau Rooms
Open Structurea Screen Rooms Partially Enclosed Enclosed Overtlang 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 10'-10" 13'-11" 14'-3" 16'-1" 19'-10" 20'-3" 9'-10- 12'-8- 12'-11" 10'-4- 14'-7" 14'-11" 4'.(J"
IUOMPH :,10'-2" 13'-2" 13'-5" 15'-7" 19'-2" 19'-r 9'-3" 11'-5" 11'-8" 9'-8" 13'-8" 13'-11" 4 '.(J"
120 MPH 9'-7" 12'-5" 12'-8" 14'-8" 1S'-2" 1S'-6" S'-9" 10'-9" 10'-11" 9'-1" 12'-11" 13'-2" 4'-0"
123 MPH 9'-5" 11'-8" 12'-5" 14'-8" 1 S'-1 " 1S'-5" s'-r 10'-r 10'-10- 8'-11" 12'-9" 12'-11" 4'.(J"
130 MPH 9'.1" 11'-3" 11'-8" 14'..(J" 17'-4" 17'-8" 8'-3" 10'-3. 10'-6" S'-8" 12'-3" 12'-6" 4'-0.
140 MPH S'-8" 10'-6" 10'-11. 13'-5" 16'-r 16'-11. 7'-10. 9'.9. 9'-11. S'-3" 10'-2" 10'-11" 3'-11"
150 MPH 8'-3" 10'-2" 10'-5" 12'-9" 15'-9" 16'-1" 7'-8" 9'-3. 9'-5" 7'-10" 9'-9" 10'-6" 3'-10.
3- x 12- x 0.030- 2 or 5 Rib Rlaer Pane" GI.. Rooms
Open Structu.... Screen Rooms Partially Enclosed EncloHd OvertlMg I
Wind Mono-Slopad Roof CanUlavar
Region 1&2 3 4 1&2 3 .- 1&2 3 .- 1&2 3 4 All
span span apan apan span span span span span span apan span Roofs
100 MPH 11'-8- 17'-4" 17'-9" 17'-4" 21'-5. 21'-10" 1O'-r 13'-9. 13'-11" 12'-9" 15'-9" 17'-6. 4'..(J"
110 MPH 10'.11. 14'-3" 14'-6" 16'-8" 20'-9" 21'-2" 9'-11. 12'-11. 13'-2" 10'-5. 14'-10. 15'-1" 4'.(J"
120 MPH 10'-4" 13'-5" 13'-6" 15'-10" 19'-r 20'-0. 9'-5" 11'-r 12'-5" 9'-10" 13'-11. 14'-3" 4'-0"
123 MPH 10'.2" 13'-2" 13'-5" 15'-10" 19'-8" 19'-11. 9'-3" 11'-5" 11'-6" 9'-8" 13'-9" 14'-0" 4'-0"
130 MPH 9'-10" 12'-8" 12'-11. 15'-2" 1S'-8. 19'-1" 8'-11. 11'-0" 11'-3" 9'-4. 13'-3. 13'-6" 4'-0"
140 MPH 9'-4" 11'-7" 12'-4. 14'-8" 17'-11. 18'-4. 8'-8" 10'-8" 10'-8. 8'-11" 12'-r 12'-10" 4'-0.
150 MPH 8'-11. 11'-0" 11'-3" 13'-9" 16'-11" 17'-4. 8'-1" 10'-0" 10'-2" 8'-6" 10'-8" 12'-3" 4'-0"
aw x 12" x 0.050- 2 or 5 Rib Riser Pan." Glau Rooms
Open Structu.... Screen Rooms Partially Enclosed Enclosed Overtlang I
Wind Mono-Sloped Roof CanUlever
Region 1&2 3 4 1&2 3 .- 1&2 3 4 1&2 3 4 All
span apan span span span span apan apan apan span span span Roofs
100 MPH 14'-3" 20'-4. 20'-6. 20'-3. 25'.(J" 25'-8" 12'-11. 18'-S- 18'-10" 14'-11" 20'-0" 20'-6. 4'-0"
110 MPH 13'-5" 19'-1" 19'-8" 1S'-r 24'-3" 24'-S" 11'-8" 17'-4" 17'-8" 13'-11. 18'-3. 18'-r 4' .(J"
120 MPH 12'-8. 17'-11" 18'-4. 18'-r 22'-11. 23'-S- 10'-11" 14'-3. 14'-6" 13'-3- 16'-4" 17'-7" 4'-0.
123 MPH 12'-5" 17'-8- 18'..(J" 18'-8" 22'-10- 23'-3. 10'-10" 13'-11. 14'-3- 12'-11- 16'-1" 16'-5- 4'-0"
130 MPH 11'-8" 14'-10" 17'-5" 17'-8- 21'-10" 22'-4" 10' -S- 13'-6. 13'-9- 12' -e. 15'-8" 15'-9. 4'-0.
140 MPH 10'-11" 14'-2" 14'-S- 16'-11" 20'-11. 21'-5" 9'-11" 12'-10" 13'-1" 10'-S- 14'-9" 15'-0" 4' .(J"
150 MPH 10'-5" 13'-6" 13'-9" 16'-1. 1 S'-1O. 20'-3" 9'-8" 12'-3. 12'-8" 9'-11. 14'-1. 14'-4" 4'-0"
Note: Total roof panel width · room width + wan width + overhang.
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL rANT
P.O. BOX 4368, SOI1Tli DAYTONA, FL 32121
TElEPHONE (386) 767...n..
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
7-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WfTHOIJT TliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
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