HomeMy WebLinkAbout99-9119
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09119
Date /1 /1 , /91
(}O
yo ,-
BUILDING
PLUM~
Property Owner: E rV'\ er~ ( J Po : 1'\ + t
Job Address: '3 ~ ~ 0 '2.. P. M ~""' Y s + ~
ELE~CAL
MECHA~AL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Parcell.D. #
Zoning:
Descriotion of Work
Energy Code:
S Cr-flQ.t'\ Roo fn
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL
3-2/-o(J)
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
City License Registration # ) ~ 'i .,
State Certified License#
Permit Fee
-- Signature
Company
Address ~
- Telephone# Jls;-. ~ ..-..s
Inspector
Valuation or
Contract Price
3200. ~
A +0 -Z AI..........
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
ME
BUILDING
ELEC RICAL
Tp. Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
7{-}"-1.,2]
DATE RECEIVED }1/)2/;1
PLANS REVIEW FEE
JOB ADDRESS
BLOCK
SUBDIVISION
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S)
PARCEL ID #
WORK PROPSED: ~ CONSTRUCTION
(OBTAIN FROM PROPF.RTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
Os I GN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBI LE HOME
o OTHER
BUILDING SIZE
~ :::1?:: D2Z';APPROVAL
SQUARE FOOTAGE
HEIGHT
DESCRIPTION OF WORK
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~ILDING
o ELECTRICAL
o PLUMBING
o MECHANICAL
:7Pl'O.iJiD PERMITS REQUESTED
$ ~ 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
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER
SIGNATURE
******************************************************************
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
ELECTRICIAN
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * ** * *.* * * * * * * * * * * * * * *** * * * * * * * ** ** * * * * * * ** **** ** * ** *** *** * * * *
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
MECHANICAL
*****************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
OTHER
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned 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 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, EnvironInental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U. S. Environmental Protection l\gency-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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I TEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR ICE OF COMMENCEMENT. JOBS UNDER
$2,500 N VALUE 0 NOT NEED T RECORD AND POST A "NOT. OF CO CEMENT".
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)
C1ho is personally known to me, or
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [}:l.id not take an oath
Dwho has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
\: Lt t::> t \L-
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
t't-r..:::> 2- f\ I...AJ W\;.
~9 0 0"2- ~ ~:r\ \-.t~;r w f.k-J
~ ) ~ NTi'"
. ~~#
BUILDING: If o.?~
ELECTRICAL: (\i/Y}
PLUMBING:
MECHANICAL:
RADON:
CREDIT: ~r
3tLX> v"W^t(:~.J
SEWER: N/A
WATER:
TOT AL: .....
T.1. Frs I ,J III
InllllllllllD
99151515
Repta 37~1 Rft:1 6.00
DBI 0.00 ITI 0.00
12/01119 Opty CI.rk
JED PI"...,.., PASCO aun-v a..ERK
12/01/99 041~3p. 1 of 1
DR 8K ....270 P6 1 139
NOTICB OP COMMBHCBMBNT
State of '+ Lo.,./~ _ County of rOlS: dO
TUB UNOBRSIGNBD hereby gives notice that improvement will be made to c3rtain
real property, and in accordance with Chapt~r 713, Florida Statutes, the
following information is provided in this Notice of Commenc~mcnt:
1. Description of Property: Parcel No. ~f-~ ~ ..:LI. ()fJ.!50-0C;O(YJ-J.:2/.J'
(Leg~l description of the property and street address 1f available)
2. General Description of Improvement ..J (t.A~ A~
3.
Owner Information: Name C ntl~./...tl ()~
Address .3, "L~f) (!h.~~ RJCity 2~L'I/" j
Interest in Property: to(~~
Name of Fee Simple Titleholder:
(If other th~n owner)
State .;2./A4...,;.a...
Address
City
State
R
Contractor: Name ~<<__ _ ~ -9/41A /lZ;:..z 12~..~ ~ u:'- ~..s
Address ~~g',!J'\:J~~ City Z",L~.,L-/~.-LJ State ;:z.k~..z ,
Surety: Nilme
5.
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
Addre.s
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor'. Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. F.xp~ratlon date of Notice ot Commencement (the expiration date is 1 year
fr?IB the date of recordiug unless a different date is specified.)
Signature of Owner: D
Sworn to and subscribed before me this
19 -5:L.
--
2 '2 rei day of
100 '-'eM be"-
Notary Public:
~
Ki) :'~\':L
......;;:_...~ .
My :01ll11l18S10n Expires:
p~.",.:;"V'...
;1\"
PROPOSAL ~"'='!0T
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ri"')''''''
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.'lE~",.~::.:r_;;',;:..'. 'I.~~f~~:LL:&~2!V:.-i:::::::;-.
WORK Te '
(AD-[)R~?
l'____
I
I
I DATE ::::W
J L ARCHIE
UBMITTED TO: !,
tJtt~'~q' /f[~7Jji~~~_>~:~;i:,
PHONE NO.
r We he~~~~::~;~~-~~~l~~:'a's and p"d",m the '"bo> "ceSt
~7'--"""-J'~'7---'-- ~--4/j;:;- "f'
~. U <....-J<.~1 ;<:, LY.--~A--2 !
--~ fiif~_~~~~7f-i!!/~!
-- ,,......
( (
!:~~o t""';
')
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-:,_P" "-...
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F<<-";;.,Avt""'4
-----c:::::::-rr-. - --.-,.-----":,~.'..-"-y;;r;---. -'-'--':-'-'.7~~n--'~T Ir.T---:~. :-. --...- 7T
::;.-rt-t-ouUoJ (..1 i) (" t.-t\l ( P f..\ ) (\5-
_______~.___.___._.___,_...._".____.u....,_..__.___.."__.___.__.~_____ .....____. ~ _.:....,_.."'_,_,~.--..,.____.___' _"_. ._.m~...._ _~__._. _.__"'.
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All mat:ria: guara~te:~-;~-~:~S~;:clfied, and the above work to be perfo;-med in accot"(jance l/llith the dr:?wings cmd . .J1
cations submitted for above work and completed in a substantial workmanlike manner for the sum ot_______________
-.;1
'"
"I ,.
::.,)
..Dollars ($______~
----)
",,~-.._,
.'
with payments to be made as follows.
,,/
..,/ ,/ ~
,-/(' .' /
/' . 1
//;;,../ \ /'
r \...' / \ _ ....
/../:::);l!'''''""7!_"'''''--...-....r-.....
Respectfully submitted
Any alteration or deviation from above specifications involving extra costs
will be executed only upon written order, and will become an extra charge
over and above the estimate. All agreements contingent upon strikes, ac"
cidents, or delays beyond our control.
/ /
/' j//A'~/
~__,r.r ",_
Per
Note-This proposal may be withdrawn
by us if not accepted within_ days.
ACCEPTANCE OF PROPOSAL "i
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work !
as specified. Payments will be made as outlined above." I
Signature I '. __jl
D~e S~n~uffi
':::~_,-~,1I~ _m_____^_
f:Adams NC 3818-50
MADE IN USA
Proposal
SECTION 3
1 x 2 OR 2 x 2 ALUMINUM
TOP 1 x 2 OR 2 x 2 ATTACHED
TO POST WI 1" x 1" x 2" x 1/16"
x 0.045" ANGLE CLIPS EACH
SIDE OF POST WI MIN. (4) #10
x 1/2" S.M,S.
CHAIR RAIL AND KICK PLATE
2" x 2" 0.044" HOLLOW RAIL
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" O.C.
MAX.
SCREEN, VINYL & GLASS ROOMS
/'
/
/
~
PAN ROOF OR WOOD BEAM
(4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
'L' CLIP OR 'U' CHANNEL CHAIR
RAIL ATTACHED TO POST WI
MIN. (4) #10 S.M.S.
1 x20R2x2ATTACHEDTO
BOTTOM WI 1" x 1" x 2" x 1/16"
0.045" ANGLE CLIPS EACH
SIDE AND MIN. (4) #10 x 1/2"
S.M.S.
1" x 2" x 0.044" OPEN BACK
EXTRUSION
1-1/8" MIN. IN CONCRETE
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 WW.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
NON-LOAD BEARING WALLS
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
80 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E
SOLID ROOF PANEL PRODUCTS
SECTION 7
r
.
~
L-l
48"
1
FoAM - 1.0# DENSITY E.P.S.
AtUMINUM 3105 H-14 OR H-25 ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL @
SCALE: 1/4" = 1"
.F.1i'1~4I(;W" Structall Building Systems Inc. Snap & lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Manufacturers Proprietary Products:,
4" x 48" x 0.019" Panels
OD n Buildinas Enclosed BulldinQs
Wind Applied Overhan~ Condition Wind Applied Overhan~ Condition
ReQidn' Load NONE 1'.0" 2'.0" 3'..0" Reaion Load NONE 1'.0" 2'.0" 3'..0"
102 M.P.H. 17 15'.11" 16'.1" 16'.6" 17'.1" 102 M.P.H. 29 12'.3" 12'-5" 12'-10" 13'.S"
110 M.P.H. 20 14'.9" 14'.10" 15'.3" 15'.11" 11~M.P.H. 35 11'.2" 11'.4" 11'-10" 12'.S"
120 M.P.H. 23 13'.9" 13'.11" 14'.4" 14'.11" 120 M.P.H. 41 10'.3" 10'-6" 11'.0" 11'.11"
125 M.P.H. 28 12'.11" 13'.1" 13'.6" 14'.3" 125 M.P.H. 45 9'.10" 10'.0" 10'.7" 11'.6"
140 M.P.H. 32 11'-S" 11'-10" 12'-4" 13'.1" 140 M.P.H. 56 S'.10" g'.O" g'.S" 10'-S"
4" x 48" x 0.024" Panels
ODen Buildinas Enclosed Buildings
Wind Applied Overhan~ Condition Wind Applied OverhanQ Condition
Reaion Load NONE 1'.0" 2'..0" 3'..0" Region Load NONE 1'.0" 2'.0" 3'.0"
102 M,P,H, 17 1 ".11" 18'-0" 18'-4" 18'-11" 102 M.P.H, 29 13'-9" 13',10" 14'.4' 14'.11"
110 M,P.H. 20 16'.6" 16'.8" 17'-0" 17'.7" 110 M.P.H. 35 12'.6" 12'-8" 13'-1" 1:",10"
120 M.P.H. 23 15'.5" 15'.7" 15'-11" 16'.6" 120 M.P.H. 41 11'.7" 11'-9" 12'-3" 13'-0"
125 M.P.H. 26 14'.6" 14'-8" 15'.0" 15'.8" 125 M.P.H. 45 11'-0" 11'-2" 11'-9" 12'-7"
140 M.P.H. 32 13'.1" 13'-3" 13'.8" 14'.5" 140 M.P.H. 56 9'-11" 10'.1" 10'-8' 11'.'1"
4" x 48" x 0.030" Panels
ODe n BuildinQs Enclosed Buildinas
Wind Applied Overhana Condition Wind Applied Overhan Condition
ReQion Load NONE 1'.0" 2'.0" 3'..0" ReQion Load NONE 1'.0" 2'.0" 3'..0"
102 M.P.H. 17 20'-8" 20'.9" 21'.1" 21'.6" 102 M.P.H. 29 15'.10" 15'.11" 16'-4" 16'.11"
110 M.P.H. 20 19'.1" 19'.2" 19'.6" 19'.11" 110 M.P.H. 35 14'.5" 14'.6" 14'-11" 15'.7"
120 M.P.H. 23 17'.9" 17'.11" 18'-3" 18'.9" 120 M.P.H. 41 13'.4" 13'.5" 13'-11" 14'.7"
125 M.P.H. 26 16'.8" 16'-10" 17'.2" 17'.9" 125 M.P.H. 45 12'.8" 12'-10" 13'.4" 14'-1"
140 M.P.H. 32 15'.1" 15'.2" 15'.7" 16'.3" 140 M.P.H. 56 11'.5" 11'-7" 12'-1" 12'.10"
Note: Total roof panel width = room width plus wall width plus overhang,
~
BTRUCTALb
.UILDING .V.T_M.
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
350 BURBANK. OLDSMAR. FL 34677.4906
LOCAL (B13) B55-2627
NA TIONWI DE 1-BOO-969-3706
FAX B13 B54.2B02
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P I'
PAGE
195
SECTION 7
SOLID ROOF PANEL PRODUCTS
1IF.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3" x 12" x 0,019" Riser Panels
eJDen BuildinQs Enclosed Buildinas
Wind Applied Overhana Condition Wind Applied OverhanQ Condition
ReQion Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 10'.11" 11'.2" 11'.8" 12'.6" 13'.7" 102 M.P.H. 29 8'.5" 8'.7" 9'-4" 10'-4" 11'-7"
110 M.P.H. 20 10'-1" 10'-4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 7'.8" 7'-11" 8'-7" 9'.9" 11'-1"
120 M.P.H. 23 9'.5" 9'-8" 10'.3" 11'.2" 12'-4" 120 M.P.H. 41 7'.1" 7'-4" 8'.1" 9'.3" 10'.8"
125 M.P.H. 26 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" 125 M.P.H. 45 6'.9" 7'.0" 7'.10" 9'.0" 10'-5"
140 M.P.H. 32 7'.11" 8'-3" 8'.11" 9'.11" 11'.4" 140 M.P.H. 56 6'.0" 6'-4" 7'.3" 8'.6" 10'.0"
3" x 12" x 0.026" Riser Panels
ODen BuildinQs Enclosed Buildinlls
Wind Applied Overhang Condition Wind Applied OverhanQ Condition
ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 13'.11" 14'.1" 14'.6" 15'.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'-5" 14'.2" 15'.1" 110 M.P.H. 35 9'.8" 9'.11" 10'.6" 11 '.5" 12'.7"
120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'.4" 14'.5" 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" x 12" x 0.032" Riser Panels
()oen BuildinQs Enclosed Buildinas
Wind Applied Overhana Condition Wind Applied OverhanQ Condition
ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 15'-5" 15'.6" 15'.11" 16'.6" 17'-4" 102 M.P.H. 29 11'-9" 11'.11" 12'.5" 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'.3" 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'.2" 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.
1IF.1i1~A.. Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3" x 12" x 0.019" Riser Panels
ODen Buildinas Enclosed BuildinQs
Wind Applied OverhanQ Condition Wind Applied . Overhang Condition
Reaion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H, 17 12'.9" 12'.11" 13'.4" 14'.1" 15'.0" 102 M.P.H. 29 9'-9" 9'.11" 10'.6" 11'.5" 12'-7"
110 M.P.H. 20 11'.9" 11 '.11" 12'.5" 13'.2" 14'.2:' 110 M.P.H. 35 8'-10" 9'.1" 9'-9" 10'.8" 11'-11"
120 M.P.H. 23 10'.11" 11'.1" 11'.8" 12'.6" 13'.7" 120 M.P.H. 41 8'.2" 8'.5" 9'-1" 10'.2" 11'-5"
125 M.P.H. 26 10'.3" 10'.6" 11'-0" 11'.11" 13'.0" 125 M.P.H. 45 7'.10" 8'.1" 8'.9" 9'.10" 11'-2"
140 M.P.H. 32 9'.3" 9'.6" 10'-1" 11'.1" 12'-3" 140 M.P.H. 56 7'.0" 7'.3" 8'-1" 9'.3" 10'-8"
3" x 12" x 0.026" Riser Panels
ODen BuildinQs Enclosed BuildinQs
Wind Applied OverhanQ Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" ReQion Load 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'-6" 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" 12'.9" 13'.10"
120 M.P.H, 23 13'.11" 14'.0" 14'.5" 15'.1" 16'.0" 120 M.P.H. 41 10'.5" 10'-7" 11'.2" 12'-0" 13'.1"
125 M.P.H. 26 13'.1" 13'.2" 13'.8" 14'.4" 15'-4" 125 M.P.H. 45 9'-11" 10'.1" 10'-8" 11'.7" 12'-9"
140 M.P.H. 32 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 8'.11" 9'-1" 9'.9" 10'.9" 11'-11"
3" x 12" x 0.032" Riser Panels
ODen BuildinQs Enclosed Buildinas
Wind Applied OverhanQ Condition Wind Applied Overhang Condition
ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 17'.10" 17'-11" 18'.4" 18'.10" 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" 18'-4" 110 M.P.H, 35 12'-5" 12'.7" 13'.1" 13'.10" 14'-10"
120 M.P.H. 23 15'.4" 15'.6" 15'.11" 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'.8" 16'.6" 125 M.P.H. 45 10'.11" 11'.2" 11'.8" 12'.6" 13'.7"
140 M.P.H. 32 13'.0" 13'.2" 13'.8" 14'.4" 15'.3" 140 M.P.H. 56 9'.10" 10'.1" 10'-8" 11'.6" 12'-8"
Note: Total roof panel width = room width plus wall width plus overhang
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
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178
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNEll. P L
SECTION 3
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/ #10 x2"
S.M.S. MAX. 6" FROM EACH
PURLlN AND 24" O.C.
FRONT WALL PURLlN
SCREEN, VINYL & GLASS ROOMS
@
@
TYPICAL CORNER DETAIL
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
SIDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
BACK WI MIN. (2)#10 x 1-1/2"
S.M.S.
SIDE WALL PURLlNS
ATTACHED TO 1" x 2" OPEN
BACK W/ MIN. (2) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/1/4" x 2-1/4"
MASONRY QUICK SET @ 6"
FROM EACH POST AND 24"
O. C. MAX. AND WALLS MIN. 1"
FROM EDGE OF CONCRETE
@ COPYRIGHT 1999
82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
FASTENERS SECTION 9
"F.1i1~"_ FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS
Maximum Allowable. load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq, Ft,)
(For Wind Regions other than 120 MPH, Use Conversion Tab/e at Bottom of this page)
CONNECTING TO: WOOD for ENCLOSED Buildings
Fastener length of Number of Fasteners
Diameter Embedment 1 2 3 4
1/4"" 1" 264# - 6 SF 528#.13 SF 792#.19 SF 1056# - 26 SF
1/4"" 1-1/2" 396# . 10 SF 792# - 19 SF 1188#.29 SF 1584#.39 SF
1/4"" 2.1/T 660# .,16 SF 1320#.32 SF 1980# . 48 SF 2640# . 64 SF
5/16"" 1" 312#.8SF 624# . 15 SF 936# . 23 SF 124!W# . 30 SF
5/16"0 1.1/T 468# . 11 SF 936# - 23 SF 1404#.34 SF 1872#.46 SF
5/16"" 2-1/2" 780#.19 SF 1560#.38 SF 2340# . 57 SF 3120# - 76 SF
3/8"" 1" 356# . 9 SF 712# - 17 SF 1068# - 26 SF 1424# - 35 SF
3/8"" 1-1/T 534# . 13 SF 1068#.26 SF 1602# - 39 SF 2136# - 52 SF
3/8"" 2.1/2" 890# . 22 SF 1780# . 43 SF 2670# - 65 SF 3560# - 87 SF
CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings
Fastener length of I Number of Fasteners
Diameter "Embedment I 1 I 2 3 I 4
TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent)
3/16"" I 1.114" I 343# - 8 SF I ..68611' - 17 SF I 1029# - 25 SF I 1372# - 33 SF
1/4"" 1.1/4" I 512#.12 SF I 1024# - 25 SF 1536#.37 SF I 2048# - 50 SF
I TYPE OF FASTENER = 'Quick Set' Concrete Screw (RlIWI Zamac Nailin or Equivalent) I
r 1/4",,' 1 y." I 227# . 6 SF I 454# . 11 SF I 681#.17 SF 908# . 22 SF I
TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent)
1/4"" 2" 568#.14 SF 1136# - 28 SF 1704#.42 SF 2272# . 55 SF
3/8"" 2.114" 1441# - ~5 SF 2882# . 70 SF 4323#.105 SF 5764# - 141 SF
1/2"" 3" 1985#.48 SF 3970# ..97 SF 5955#. 145 SF 7940# . 194 SF
CONNECTING: POSTS to BEAMS using BOLTS for ENCLOSED Buildings
Fastener Number of Fasteners
Diameter 1 2 3
#-SF #.SF #.SF
1/4"" . 1468 - 36 2936 - 72 4404.107
3/8"" . 3710.90 7420.181 11130 - 271
1/2"" . 6596.161 13192.322 19788 . 483
. Length of Bolt to be Size of Post +Yz" (Typical)
WIND lQA!:U~.QN'y'I;B~!'QN_IAeJ.E:. WIND CONVERSION
For Wind Zones/Regions other than 120 MPH (Tables Shown). REGION FACTOR
multiply allowable loads and roof areas by the conversion factor. 102 1,41
110 1.17
120 1.00
125 0,91
140 073
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
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@ COPYRIGHT 1999 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 203
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
,i
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 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 LAWRENCE E BENNETT, PE
PAGE
201
SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
<-- 'LW' ~
~
I
ROOF
SELECT EDGE BEAM TABLE 3.1.1
AND 1 OR TABLE 3.1.2
~
FOR MAX.
UPRIGHT
LENGTH
I
1" X 2"
--1
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"x2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
rr= L~2-r
.
L O.H.
EXISTING
STRUCTURE
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
: LpVARIES----l
TYPICAL SCREEN I GLASS ROOM
SCALE: 1/4" = 1'-0"
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT
ANCHOR 1" X 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH
WASHERS 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.
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
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PAGE
, @ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
77
SECTION 8
n 1.00"
0044.[ ~
ALUMINUM FRAMING COMPONENTS
A = 0.24 in.2
WT = 0.28 pH.
Ix = 0.14 in. 4
Sx = 0.18 in.3
6063 - T6
f 1.98"1
OOSS.f + 1 ~
, ---->k
A = 0.50 in.2
WT = 0.57 pH,
Ix = 0.28 in.4
Sx = 0.37 in.3
6063 - T6
1" X 2" X 0.044" OPEN BACK SECTION
SCALE: 1/4" = 1"
2" X 2" X 0.055" PATIO SECTION
SCALE: 1/4" = 1"
1 1.98"1
0032.t + 1 ~
f 1.98"1
ooss.f + 1J
2" X 3" X 0.050" 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
2" X 2" X 0.032" PATIO SECTION
SCALE: 1/4" = 1"
11.98"1
0036l + ~ ~
)'
A = 0.36 in.2
WT = 0.41 pH.
Ix = 0.19 in.4
Sx = 0.26 in.3
6063 - T6
12.00"1 '
r ~l
. 0.055".~ + g
"<i
J
A = 0.64 in.2
WT = 0.74 pH.
Ix = 0.75 in.4
Sx = 0.70 in.3
6063 - T6
A = 0.75 in.2
WT = 0.86 pH.
Ix = 1.53 in,4
Sx = 1.07 in.3
6063 - T6
2" X 2" X 0.036" PATIO SECTION
SCALE: 1/4" = 1"
2" X 4" X 0.050" PATIO SECTION
SCALE: 1/4" = 1"
11.98"1
OO...! +] ~
A = 0.42 in?
WT = 0.49 pH.
Ix = 0.23 in,4
Sx = 0.31 in.3
6063 . T6
12.00"1
8Jg
0.044" j
2" X 2" X 0.044" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.61 in.2
WT = 0.69 pH.
Ix = 0.77 in.4
Sx = 0.69 in.3
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 WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
SCREEN, VINYL & GLASS ROOMS
SECTION 3
SOLID ROOF
GLASS WINDOW INSTALLED
PER MANUFACTURERS
SPECIFICATIONS
~
WINDOW FRAMING CAN
ATTACH DIRECTLY TO
HEADER
CONVENTIONAL FRAMING OR
ALUMINUM FRAME SYSTEM
AS MINIMUM SHEET ONE SIDE
FOR SCREEN ROOM AND
BOTH SIDES FOR GLASS
ROOM. USE STANDARD NAIL
OR SCREEN PATTERNS FOR
ANCHORING.
~
ALUMINUM SHEETING OR
VINYL
..
GLASS ROOM WALL SECTION
SCALE: 1" = 1 '-0"
SLAB 3-1/2" MINIMUM
(SEE DETAIL)
MAXIMUM WIDTH
DGE BEAM SPA
ROUGH OPEN IN
WITH NO HEADE
------
------
=+
SOLID COVER
EDGE BEAM
MINIMUM 2" x 2" x 0.032"
(TYPICAL)
2" x 2"
(/)
W
0:::
~
=1
VARIES
SHEETING MINIMUM ONE SIDE
TYPICAL ELEVATION GLASS ROOM WALL
SCALE: 1/4" = 1'-0"
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 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
PAGE
79
SCREEN, VINYL & GLASS ROOMS
(2) #10 x 1" S. M. S. INTO
SCREW SLOTS
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. 6x6-10x10 W.w.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
~
SECTION 3
BEAM I HEADER
ALTERNATE CONNECTION
DETAIL 2" x 2" x 0.063" ANGLE
CONNECT UPRIGHT @ BEAM I
HEADER AND CHAIR RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AI L
SCALE: 1/4" = 1"
2" X 2" OR 2" x 3" OR 2" 5MB POST
o 0
o q
. -----
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" 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
HEADER BEAM
H-BAR OR GUSSET PLATE
2" x 2" X 1/16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 x'1/2i. S.M.S. EACH SIDE
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 TANT
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 LAWRENCE E BENNETT, PE
PAGE
81
SECTION 3 SCREEN, VINYL & GLASS ROOMS
.F:1i1~W~. Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T.6
2" x 2" x 0.032" 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 # ISQ. Ft. 23 # 150. Ft. 26 # 150. Ft. 29 # 150. Ft. 36 # ISQ. Ft.
36" 9'.5" 8'.7" 8'.1" 7'.8" 6'.10"
42" 8'.9" 7'-11" 7'.5" 7'.1" 6'.4"
48" 8'.2" 7'.5" 6'.11" 6'.7" 5'.11"
54" 7'.8'" 6'-11" 6'.7" 6'.3" 5'.7"
60" 7'.4" 6'.8" 6'.3" 5'.11" 5'.4"
66" 6'-11" 6'.4" 5'.11" 5'-8" 5'-1"
72" 6'.8" 6'.1" 5'.8" 5'.5" 4'.10"
78" 6'-5" 5'-10" 5'-6" 5'.2" 4'.8"
84" 6'.2" 5'-7" 5'.3" 4'.11" 4'-6"
90" 5'.11" 5'.5" 5'.1" 4'-10" 4'.4"
2" x 2" x 0.036" 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 # ISQ. Ft. 23 # 150. Ft. 26 # ISa. Ft. 29 # ISa. Ft. 36 # ISa. Ft.
36" ' 10'.3" 9'.4" 8'.9" 8'.3" 7'.5"
42" 9'.6" 8'.7" 8'.1" 7'.8" 6'.11"
48" 8'.10" 8'.1" 7' ~" 7'.2" 6'.5"
'f
54" 8'.4" 7'-7" 7'.2" 6'.9" 6'.1"
60" 7'.3" 6'.9" 6'.5" 5'.9"
66" ~- 7" 6'.11" 6.6" 6'.1" 5'.6"
72" 7'.3" 6-7" 6',?" 5'-10" 5'.3"
78" 6'-11" 6'.4" 5'-11" 5'-8" 5'.1"
84" 6.8" 6'.1" 5',9" 5'-5" 4'-11"
90" 6'.6" 5'.11" 5'.6" 5'.3" 4'.9"
2" x 2" x 0:044" 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 130 M.P.H.
Width Aoolied Load
19 # ISQ. Ft. 23 # ISa. Ft. 26 # ISa. Ft. 29 # ISa. Ft. 36 # ISQ. Ft.
36" 11'-2" 10'.2" 9'.7" 9'.1" 8'-2"
42" 10'-4" 9'.5" 8'.10" 8'.5" 7'.6"
48" 9'.8" 8'.10" 8'.3" 7'.10" 7'.1"
54" 9'.2" 8'.4" 7'.10" 7'.5" 6'.8"
60" 8'.8" 7'.10" 7'.5" 7'.0" 6'.4"
66" 8'.3" 7'-6" 7'.1" 6'.8" 6'.0"
72" 7'.11" 7'.2" 6'.9" 6'-5" 5'.9"
78" 7'.7" 6'.11" 6'.6" 6'.2" 5'-6"
84" 7'.4" 6'-8" 6'.3" 5'-11" 5'.4"
90" 7'.1 " 6'.5" 6'.1" 5'-9" 5'.2"
Notes:
Glass Rooms: The addition 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.
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
Using screen panel width "W' (See typical glass room drawing.), select upnght height "H"
required from the maximum height allowed for each extrusion
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
92 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E.
SCREEN, VINYL & GLASS ROOMS
.F.1il~IlIiJlli" Allowable Beam Spans 0 Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6063 To6
Wind Zone
102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load
17#/ Sa. Ft. I 20 # / Sa. Ft. I 23 # / Sa. Ft. I 26 # / Sa. Ft. 32 # / Sa. Ft.
Load Width 2" x 2" x 0.032"
5' 6'-3" 5'-9" 5'-4" 5'.0" 4'.6"
6' 5'.8" 5'.3" 4'.11" 4'.7" 4'.2"
7' 5'.3" 4'-10" 4'.6" 4'.3" 3'.10"
8' 4'.11" 4',.6" 4'.3" 3'.11" 3'.7"
9' 4'.8" 4'.3" 3'.11" 3'.9" 3'.5"
10' 4'.5" 4'.1" 3'.9" 3'.7" 3'.3"
11' 4'.2" 3'.10" 3'.7" 3'.5" 3'.1"
12' 4'.0" 3'.8" 3'.5" 3'.3" 2'.11"
Load Width 2" x 2" x 0.036"
5' 6'.9" 6'-3" 5'.10" 5'.6" 4'.11"
6' 6'.2" 5'.8" 5'.4" 5'.0" 4'.6"
7' 5'.9" 5'.3" 4'.11" 4'.8" 4'.2"
8' 5'.4" 4'.11" 4'.7" 4'.4" 3'.11"
9' 5'.1" 4'.8" 4'.4" 4'.1" 3'.8"
10' 4'.9" 4'.5" 4'.1" 3'.10" 3'.6"
11' 4'.7" 4'.3" 3'.11" 3'.8" 3'.4'
12' 4'.4" 4'.0" 3'.9" 3.6' 3'.2'
Load Width 2" x 2" x 0,044"
5' 7'.5" 6'.10" 6'.4 . 5'.11" 5'.5"
6' 6'.9" 6'.3" 5'.10" 5'.6" 4'.11"
7' 6'.3" 5'.9" 5'.4" 5'.1" 4'.7"
8' 5'.10" 5'.5" 5'.0" 4'.9" 4'.3"
g' 5'.1" 4'.9" 4'.5" 4'.0"
10' 5'-3" I 4'.10" 4'-6" 4'.3" 3'.10"
11' 4'.11" I 4'.7" 4'.3" 4'.0" 3'.8"
12' 4'.9" I 4'.5" 4'.1" 3'.10" 3'.6"
Load Width 2" x 2" x 0.055"
5' 8'.1" 7'.5" 6'-11" 6'.6" 5'.11"
6' 7'.5" 6'.10" 6'-4" 5'.11" 5'.5"
7' 6'.10" 6'-4" 5'.10" 5'.6" 4'.11"
8' 6'.5" 5'.11" 5'-6" 5'.2" 4'.8"
g' 6'.0" 5'.7" 5'.2" 4'.10" 4'.5"
10' 5'.9" 5'.3" 4'.11" 4'.7" 4'.2"
11' 5'.5" 5'.0" 4'.8" 4'.5" 3'.11"
12' 5'.3" 4'.10" 4'.6" 4'.3" 3'.10"
Example:
For 2" x 2" x 0,044" Extrusion beam span IS dIstance between uprights. to enter table roof panel projection of
14'.0" find load width:
LW = 14'12 + 2' OH = 9' Enter table on left under load width. Load Width = 9'.0" Read span under
appropriate load:
live Load @ 17 # 1 Sq,Ft. 1102 M,P.H. Load Beam Span =
Note:
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 Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
5'.6"
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
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
,
SECTION 3
SEAL
PAGE
89
SECTION 3
SCREEN, VINYL & GLASS ROOMS
~f.'1il~IIIiIt'.Il!I Allowable Beam Spans - Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone
102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
I I Applied Load I I
17 # I SQ. Ft. I 20 # I Sq. Ft. I 23 # I SQ. Ft. I 26 # I SQ. Ft. I 32 # I SQ. Ft.
Load Width 3" x 2" x 0.050"
5' 9'.5" 8'.8" 8'.1" 7'-7" 6'.10"
6' 8'.7" 7'.11" 7'.4" 6'.11" 6'-3"
7' 7'.11" 7'.4" 6'.10" 6'-5" 5'.9"
8' 7'.5' 6'.10" 6'.5" 6'-0" 5'.5"
9' 7'.0" 6'-5" 6'.0" 5'.8" 5'-1"
10' 6'-8" 6'.1" 5'.9" 5'.4" 4'-10"
11' 6',4" 5'-10" 5'.5" 5'.1" 4'.7"
12' 6-1" 5'.7" 5'-3" 4'.11" 4'-5"
Load Width 3" x 2" x 0.070"
5' 10'-1" 9'.4" 8'-8" 8'-2" 7'-4"
6' 9'-3" 8'.6" 7'.11" 7'-6" 6'-9"
7' 8'.7" 7'.11" 7'-4" 6'.11" 6'-3"
8' 7'.11" 7'-4" 6'.11" 6'.6" 5'-10"
9' 7'.6" 6'.11" 6'.6" 6'-1" 5'-6"
10' 7'.2" 6'-7" 6'-2" 5'.9" 5'-3"
11' 6'.10" 6'-3" 5'.10" 5'.6" 4' 11"
12' 6'-6" 6'-0" 5'.7" 5'.3" 4'-!J"
Load Width 2" x 3" x 0.050"
5' 11'.1" 10'.3" 9'.7" 8'.11" 8'-1"
6' 10'-2" 9'.4" 8'.9" 8'.2" 7'.5"
7' 9'.5" 8'.8" 8'.1" 7'-7" 6'.10"
8' 8-9' 8-1' ,'.7" 7'-1 " 6'.5"
9' 8-3' 7'-8" 7'-1" 6'.8" 6'.0"
10' 7'- < O' 7'.3" 6'.9" 6'.4" 5'.9"
11' 7'-6" 6,11" 6'.5" 6'.1" 5'-6"
12' 7'.2" 6'-,' 6'.2" 5'-10" 5'.3"
Load Width 2" x 4" x 0.050"
5' 13'-9' 12'-8' 11'.10" 11'.1" 10'.0"
6' 12'-1" 11 ~ 7" 10'.9" 10'.2" 9'-2"
7' 11 '-7" 10'.8" 9'.11" 9'.5" 8'.6"
8' 10'.10" 10'-0" 9'.4" 8'.9" 7'.11"
9' 10'.3" 9'-5" 8'-10" 8'-3" 7'.6"
10' 9'.9" 8'.11" 8'.4" 7'-10" 7'-1"
11' 9'.3" 8'.6" 7'.11" 7'.6" 6'.9"
12' 8'.10" 8'.2" 7'.8" 7'.2" 6'.6"
Note:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 MPH
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
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVElOPMENT CONSUL TANT
PO BOX 4368. SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767.4774
FAX (904) 767-6556
SEAL
PAGE
90
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE.
SECTION 9 FASTENERS
"f.101~JIIi. FASTENERS FOR OPEN BUILDINGS I LOADS & AREAS
Maximum Allowable. Load and Attributable Roof Area for 120 MPH Wind Zone (23 # 1 SF)
(For Wind Regions other than 120 MPH. Use Conversion Table at Bottom of this page)
CONNECTING TO: WOOD for OPEN Buildings
Fastener ' Length of Number of Fasteners
Diameter Embedment 1 I 2 T 3 4
1/4"0 1" 264# . 11 SF 528#.21 SF 792# . 32 SF 1056# - 42 SF
1/4"0 1-1/2" 396# - 16 SF 792# . 32 SF 1188# - 48 SF 1584#.63 SF
1/4"0 2.1/2" 660# - 26 SF 1320#.53 SF 1980# . 79 SF 2640# - 106 SF
5/16"0 1" 312#.12 SF 624# . 25 SF 936# . 37 SF 1248# - 50 SF
5/16"0 1-1/2" 468# - 19 SF 936# . 37 SF 1404#.56 SF 1872#.75 SF
5/16"0 2.1/2" 780#.31 SF 1560#.62 SF 2340# . 94 SF 3120#.125 SF
3/8"0 1" 356#. 14 SF 712# - 28 SF 1068#.43 SF 1424#.57 SF
3/8"0 1.1/2" 534# - 21 SF 1068#.43 SF 1602#.64 SF 2136# - 85 SF
3/8"0 2-1/2" 890# . 36 SF 1780#-71 SF 2670# . 107 SF 3560#. 142 SF
CONNECTING TO: CONCRETE [Min. 2,500 psi] for OPEN Buildings
Fastener Length of Number of Fasteners
Diameter l:mbedment I 1 I 2 I 3 4
TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent)
3/16"0 I 1.1/4" I 343#.14 SF I 686#. 27 SF T 1029#.41 SF I 1372#.55 SF
1/4"0 1-1/4" I 512#.20 SF I 1024# - 41 SF I 1536#.61 SF 2048# . 82 SF
TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nailin or Equivalent) I
1/4"0 I 1~1I4" T 227# . 9 SF I 454#-18 SF 681#.27 SF I 908# . 36 SF 1
TYPE OF FASTENER = Expansion Bolts (Rawl.Bolt or Equivalent)
1/4"0 2" 568# . 23 SF 1136# - 45 SF 1704#.68 SF 2272# - 91 SF
3/8"0 2.114" 1441#.58 SF 2882#.115 SF 4323# . 173 SF 5764# - 231 SF
112"0 3" 1985# - 79 SF 3970# - 159 SF 5955# - 238 SF 7940# - 318 SF
CONNECTING: POSTS to BEAMS using BOLTS for OPEN Buildings
Fastener Number of Fasteners
Diameter 1 2 3
#.Sq. Ft. # - Sq. Ft. # . Sq. Ft.
1/4"0 . 1468.59 2936.117 4404.176
3/8"0 . 3710.148 7420.297 11130.445
1/2"0 . 6596 . 264 13192.528 19788 . 792
. Length of Bolt to be Size of Post +y," (Typical)
WIND LOAD CONVERSION TABLE: WIND CONVERSION
For Wind Zones/Regions other than 120 MPH (Tables Shown). REGION FACTOR
multiply allowable loads and roof areas by the conversion factor, 102 1.35
110 1.15
120 1,00
140 0.88
160 0,72
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
202 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E
SOLID ROOF PANEL PRODUCTS
SECTION 7
IT
j,
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
IT
j,
12"
f
1
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = '1"
I
1
12.00"
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 1/4" = 1"
~l~ it
SELECT PANEL DEPTH 1
FROM TABLES
ALUMINUM SKIN
E.P.S. CORE
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
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
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE
PAGE
169
SECTION 7
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO FASCIA THROUGH
PAN BOXED END
#10 x 1-1/2" S.M,S. (1) PER
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M.S. @ 12" O. C.
FOR MASONRY USE 1/4" x
1-1/4" TAP-CON ANCHOR OR
EQUAL @ 24" O. C. FOR WOOD
USE #1Q x 1-1/2" S.M.S. OR
WOOD SCREWS@ 12" O. C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = "-0"
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 9/16" S,M.S. (3) PER PAN
AND (1) @ RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 9/16" S.M.S. (3) PER PAN'
AND (1) @ RISER
EXISTING FASCIA
SEALANT
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'-0"
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS, ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" 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 RIB SCREW.
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
170 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
SECTION 9
FASTENERS
Allowable Loads On Screws And Bolts
(As Recommended By Manufacturers)
Self.Tapping and Machine Screws Allowable Loads Tensile
Strength 55,000 psi; Shear 24,000 psi
Metal to Metal
Double Shear'
Ibs.
668
836
1,152
1,468
1,522
2,506
3,710
Table 9.3
Screw Diameter
Shear (Ibs.)
334
418
576
34
61
1,253
1,588
Metal to PI ood
5/8" 4 ply
Sh (Ib) Pull Out
ear s. Ibs.
113 59
120 69
131 78
14 88
1/2" 4 ply
Screw Diameter Shear (Ibs.) PI~~.Out
93 48
100 55
118 71
132 70
3/4" 4 ply
Pull Out
Ibs.
71
78
94
105
Shear (Ibs.)
134
141
143
157
Screw Diameter
Shear (Ibs.)
170
210
240
Wood Lag Screw Loads
Usin Southern Pine S.G., 0.55 or E uivalent 1.1/2" Thicknless \
Double Shear
Ibs.
235
3 5
480
Concrete Screws And Bolts In Concrete, Brick or C.M.U.
(Embedment Must Be a Minimum of 1.1/2" Thickne!ls With 1-1/4" From Ed e
oncrete oncrete
Screw Diameter Tension (Ibs. Shear Tension (Ibs.) Shear
14' 757 319 825 352
51 1.057 818 1,184 898
3/8 1,443 1.443 1.776 1,503
Aluminum Rivets with Aluminum Mandrel~
Screw Diameter Tension (Ibs. Shear
129
187
262
176
263
375
Aluminum Rivets with Aluminum Mandrel
Screw Diameter Tension (Ibs. Shear
210
340
44
325
490
720
Screw goes through two sides of members.
.. All barrel lengths; Celus Industrial Quality, Use manufacturers grip range to match total wall thickness of connection.
Use chart. To Select screw US, rivet substitution of anchor specifications in drawings
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
204
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE