HomeMy WebLinkAbout98-7586
BUILDING PE,RMIT
~-')fs-tJ
CITY OF ZEPHYRHILLS
(813) 788.6611
Permit
7586 13
Date
.3 -Ire "- 5" V
~~ ELECTRICAL PLUMBING MECHANICAL
::::,~,:~~~ ~7 ;t-Y~
Parcell.D.1t3 -:J.6 - J..-/ - @tJ ... /ftJ ZlOO - tJ ~6 1)
Zon;ng' Ene~Code' ~ R.don G." P-.3 0
Description of Work~.Ao/l~ -' ~ _ - , --<to/A ~~/?1 .Ah~
Sewer Conn
Water Conn:
Water Meter:
T_I.F.'s:
~~~
NO OCCUPANCY BEFORE C.O.
FINAL
4/7- ~
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
LL
Permit Fee
Signature
Company
Address
Telephone#
~~<O
Valuation or _I) C ~
Contract Price 0:;. Y / ~, t./D
City License Registration # R:::5
State Certified License#
~ (!t1~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. ,.
Pre SLB 311~ {q~ ,~
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
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 Fifteen and 00/100 Dollars ($-+&:-90) shall be made for each trip for each trade:
cJ.-!)--'tlV
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
^,~LICArlUN rOR ~KRH1r
CIty or ZE~ItYlUItLLS
BUlLblNU'bKPARTHENt
.ct
3" L[
3/
~'\ "
OWNER t S NAHK rI J-- R- / s: /II II /(.t<-
1- r'/
OWNEtt.S AbbUSS LlJ1-Ro J'77!) tf //,E.tUEL-
PilON 8
7f'd. -.J::> 7'"
p~,
JOb ADDR~S
S/ir?c
Z -/l/Lt-r' r/,
<.?JS-v/
LEGAL bESCRlPtlONt LOt(S) BLOCK SUBDIVISION
PARCEl. l.b.' .J-<)k~ -;2} - 03/0 - /h:?~OCJ- LJRPo (OBTAIN FROM PROPERTY TAX NOTICE)
WORk PRU~OSBDt ~ew Coogtruction ----..Addition ----..Alteration -.Jtepair _Install
_Sian ----,"ove ---Pe.olish I
PROPOSEb tlSEt ~iligle ruily ---111 F _, of Units ---11/11
_C~erc1al _Indust. _Swim. Pool _Olher
--Restaurant Ii Ilealth Veparblent Approval
DESCRIPTION OF kOJUtt COA/C-,f.t:7~ - ~/'///J - SL~''c~~Cl/'? - t!"-f,,,fPc'!e-r-
BUILDING SIZE: ~~ X 15: . t 9Jo Square Feet.9 >~'7YJieigtlt
REStDENTIAL: AttAtl. (2) PWT PLANS &: (2) SEtS OF BUILbING PLANS Ii (1) SET ENERGY FORMS.
COtOO:RClAL! At'tAtlI (3) SEtS OF BU1LbINU !'LANS , (1) SET ENERGY FORMS.
~RU'tlttt SUttVIY dQUtltEb rOll' ALL NEW CUNStRUCT10N.
, . .
I
pERKltS,REOUBSIlb
~ILDING
~LECTRlcAL
--1tECllAMlCAL
-----1Lutt.btNG
.$
o? LittS: 00
valuation ot Total Construction
AtI.P Service
Florida Power Corp.
W.R.E.C.
,$
valuation of Hechanical Installation
GAS
JtOOFINU
SPECIALTY
TYPE OF CONSTRUCTION t \ ...........Block. __Frue ",---Steel
Other
FUUSHED ,tooR JU.BVAtloNS:. ,'. ; Ft.
1S 'PROJECT IN FLOOD ZONE AREA?
YES NO
..,........t..........,.t.t...............
BUILDER
tONTltAcIOa. SEctION
. d:... OOIU'ANfd /1,:;:$ /J bl '"
4~- - ... NlAte tert, or ReRiet. . C/t<-o"?'IbtYZl
clty License Registration I J>~
.................t...t......t.............
Signature
EI.BCTRltlAN
coMPANY
State Cert. or Regist. ,
City License Registration ,
..t......tttt...t.....t...........,.......
SiRDAture
coMPANY
State Cert. or Regist. I
City License Registration'
..........................................
PLUHBER
Signature
COMPANY
state cert. or Regist. ,
city License Regiatration I
................t.........................
.
MECHANICAL
Signature
COMPANY
state Cert. or Regist. ,
City License Registration ,
..........................................
OIRRR
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
COND1T10NS'. orJPEtuuT~AFFIDA VIT
A. NOT1C! OF DJS!D RESTR1CTJ:ONS "I;NiN~li;. ,~." '.n
the undersigned understands t~at tbl. petllt .a, be .ubJec~\jto~dtld.re8trittions- whicb .af be lOre restrictive than Cily
regulation.. Ibi undirllgned a18U11. respoh8iblllt, tor COIPl1~ct ~llh in' applicable deed restrictions.
B. UNLICENSED CONTttACTOnS AND CONtRAcTOR RESPONSIBILITIES
If the owner has hired a tofttractot or contractors to undertake work, they .ay be required to be licensed in accordance with
state and local. ugul.Uon'~ If lIIe cootractor 18 not llc:enltc1 II t~lred by law, botb the owner and contractor .ay be
cited tor a .1sd~ndr .lola~lon under Atati l&w. It the owner ur intended contractor are uncertain as to what licensing
requirelentl II; applt tor the intended worl, the, Ire ad,lsed to contact the City of Zephyrbills Building Departlent, (813)
788-661t.
"
Furtheriore, if the owner has hired a contractor or contractors, he IB advised to have the contractor(s) sign portions of the
-contractor Sections' of lIIi. application for which they will b@ tesponBible. If you, as the ONDer sign as the contractor,
you are indicating that you, rather than the contractor, art r@sponslble tor the worl. If the contractor wishes you to sign
as contractor that la' be an indication that be is not properl, licensed and iB not entitled to per.itting privileges in the
City of Zepbyrhill..
C. TRANSPORTAtION IMPACT F!ES AND UT1LITt CONNECTION FEES
D. CONSTRUCTION LIEN ~AW ' (CHAPTER 113. FLORIDA STATUTES, AS AMENDED)
I certify that It the applicant, ba,e been provlded wlth a copy of -Plorida's Construction Lien Law - Hoaeowner's Protection
Culde- prepared b, tbl 'lbrida Departlent of Agriculture and Conlu.er Affairs. If the applicant is so.eone other than the
"owner-, I certif, that t ha,@ obtained a coPt of the abo,e described docuaent and pro.lse in good faith to deliver it to the
"owner- prior to toIIent~nt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlatlon in tbis application is accurate and that all work will be done in cOlpliance with all
applIcable law8 regulating construction, loning, and land de,eloplent.
lIppllcaUon II hereb, lade to '1bta1n a perin to do work and installation as indicated. I certify that no work or
Installation hat toIIedcta frlbr to lssuahce ot a perllt ana that all work .111 be perfor.ed to .eel standards of all laws
regulating conltruction, eit, tode., toning regulations, and land developaent regulations in the jurisdiction. I also
certlf, that t underltan~ that the regUlations uf otber gottrhlental agentle. lay apply to tbe'intended work, and tbat it is
If responsibility to Idefttlf1 what action. 1 .ust take to be,td cotPliance. Such agencies include but are not li.ited to:
. DePlrtlent of Invironledtal Regulation ~ Cyprell Bsybeadl;Vetland Ar.as and Environaentall, Sensitive Lands,
VaterfNaltewater frealjent
A Southwest Florida Watet Managelent District .. Wells, rypte.. ba,beaas, Wetland Areas, Altering Watercourses
i Ar.y Corp. of Inglneerl .. Seawall., Docls, la,igable Vaterwa,.
. Deparllent of Healtb , Jebahl1Itatl,~ S~rtltei, .n,ltonaental Heaith Unit - NeIls, Wastewater treatlent, Septic Tanks
i US IndrOJllt!dtal 'lotecUOJl Agency .. AlbeAtOll lIbatuent . '
( a1Bo certlff th3~. If fill '3terlal II ~o b@ used In '1004 Ioh@ 'AI or -A,etc.-, it is understood that a drainage plan
addressing d 'cOlptnBatlng '01018' will be subtltted which 18 prepared by a professional engineer registered in the state of
Florida prior to perlit" I..uanc@.
, A per.lt tSBued shall be conBtrued to be a licenBB to proceed with the work and not as authority to violate, cancel alter, or
set asIde any pro,ilionl.of the technical,codel, nor shall iiluanee of a perlit prevent the Building Official frOl tbereafter
reguirlng . corr@ction ~f error. tn planl, cOhBttucilon, ot 'lolatlons of any code. Ivery per.lt issued shall beCOle invalid
unlesl the Work lIutborll@d bf luch per.lt il tolMence4 within 811 IDntbs of issuance, or if work authori.ed by the per.it is
Ruspemled or abandoned for a perlod of sillORtbs afhr tbe U. the work is cOdenced. One 90 day eltension of li.e, I8Y be
allowed tor tbe petllt w1th let charge of tI5.00. . 'he etledsion,lball ~e requested in writing to the Building Official. An
Bpproved inlpectlon IUlt be togged during each Bix ~nth petlba, ot the project will be conuidered abandoned.
V"RIIIIC to OlfIlR: YOUR tAlLURI '0 RIlCORD A lotteR or c....CIM8MT MAt RIlSULT IN YOUR PAYING TWICK FOR IHPROVEHIiJfTS TO YOUR
PROPIlRtf. IF tOU 111I1110 to t$tAlJ' ,nAIClIG, COISULt "ltdttMt t'.DIlR OR AIf ATTORIIEY BIFORI RECORDING YOUR HOTlCR OF
C_ICllMDTalJoBS U;l'OO tl LUI DO lot HIID to RltiJRIJ'Ad POS' A" ICI OF C;z(INCKM .
~. ,I"~ ~~.
- ~~. ~
9IGRAtURIl. UIfIBR OR IGlllll . UR!: CONTRACTOR ~.
~., ~.
STAT! or FLORIDA IJ A __ . '. SfArR 0' FLORIDA j} !Iff. i( )
COUI" OF ty!j(' /) '\ coom OP ;1'1 '
The foregoing in~strument wa~ ac~owledged :,Th~ foregoing instrument was ac~nfoWledged
before me this J, ~1- , 19U by f before me t,~lB} ).. I ' 19 1_ by
/dt..- ,A'}:'~L ". .'.' t2jJ~4 ,~A'lAc
who s perB~ known to me or who has I "who ~perBolla.!!J known to me or who has
prod . - . l)toduced ~
~~idC!. fl. cat. i.... "di did 0 : ,"~. id@ntic~ti.... ~ "ho _ did/d'
tak" 'oakf\. take O~~. ~ _-
. 1...~-CV ~ ...-c t,."t~,;. ~
(S ~atj,r@J 'I) ".lSi1,:~~~I~ (]o",. dJ
(Name T ped, inted or stamped) ~Name Typ , ]Printed or stamped)
NOTARY PUBLI ~ Randy Alle,n, Daniels . NOTARY. PUBLIC
Notarv Public. State of Florida A Randy Allen Danl'els
My Comm. Exolres J8n 18,2001
No. CC614195 . My ~arv Public, Stat. of Florida
Bonded Thru: Official Notary Service mm. Exolres J.n 1B 2001
No. CC614195 I
1 800 723-0121 Bonded Thru: Official Notary Service
1-(8001 723-0121 .
Job No,
Phone: (813) 782.2616
386282ndAvI,
Z.phvthltl.. FL 338.40 . d.
(.,;
SOLD TO 1i.J- fZ-. · . .. ....
ADDRESS i..ol- tf'tJ J77~ Y. AlblV$-L' 1)/C.
SHIPTO z~PJfYR.-H/1-LS ;C-/. ...?..3St.j I
DATE. 0- ~ -1' JY
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,
,
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PERMIT
PRICE
TAX
The uhd rtlsned -,teet to pay TOTAL PRla c;;2 1/9S;00
INn RS IN FULL ON C DEPOSIT
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SIIOW ALL. F.XlSl'lUG Aim I'nOrOSlm, STRUCTURES C1VlJlG DnuWstoHlJ AND SJrl'nAcrs. ,.L.!D. 1/lUl CATE
Id:V 1\OUI ES OF \lATER AND no,W"'^YS (INCLUDING HAHES) ADJAClm'r TO 'I'llI-: I'JlOI'EIlTY. ltlUlCATE
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(\ II t1EASEtlENl s". "RIGIIT-OF-WAY" find ,"JURISDICTIONAL LINES", mUIH: bo shown 011 all oj tl! plaus.
IlU IlUl' ENCROACII INTO ANY EASEHE"T WITII A STRUCTURE
flOUS[ CONSTRue TlON
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PROPOSED ,ADDITION
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SOUD 'ROOF PANELiP~ODUCTS
SECTION 7
PAN ROOF ANCHORING DETAILS
~'..I"
EXlSTNi TRUSS OR RAFTER
SEALANT
I !-EADER (SEE NOTE BELOW)
- ~ ~ .8 x 9/16" SMS. (3) PER PAN
~ AN) (1) AT RISER
.10 x 1-V2" 5MB. (1) PER RAFTER
, OR TRUSS TAL
.10 X 3/4' SMS. AT 12" ON CENTER
ROOF PAre..
~, .8 X 9/16. S.M.S. (3) PER PAN
AN) (1) AT RISER
EXISTNi FASaA
ALTERNATE CONECTION:
.8 X 1-V4' SCREWS (3) PER PAN NTO
. FASCIA ~OUGH PAN BOXED EN>
ROOF PANEL TO FASCIA DETAIL
t-EADER (SEE NOTE BELOW)
FOR MASCNlY use 114- X 1-114- TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR WOOD USE t10 JC 1-112" SMS.
OR WOOD SCREWS AT 12" ON CENTER
.8 X 9/16. SMS. (3) PER PAN
AN) (1) PER RISER
-----------
ROOF PAte.
EXlSTNi HOST STRUC~E:
WOOD FAME, MASONtY OR OllER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PAN:l.S SHAU. BE ATTACI-ED TO TIE !-EADER WITH (3) EACH .8 X 112"
LONG caR>SION fE8ISTANT' 8f&T METAL SCREWS WITH 112" WA9f-ERS.
ALL saw:w lEADS SHALL' BE 'CAW<ED OR SHALL' HAVE tEOPREfE GASKET
BETWEEN'1"I-E WASH:R' AN):'tlE PAN. ' 'I
pAN R8S 9HALL FECEIVE (1) EAa-t .8 K 112" SCREW EACK 1lE PANS MAY BE
ANCHOfED~ BOXED . PAN WITH (3) EACH .8 x 1" OF 1lE ABOVE SCREW
TYPES AN) 1lE ABOVE SPECFED AS SCREW. ..
Lawrence E. Bennett, P.E.
avl. ENGN:ER - DE\lB.Of'HM" CONSLI. TANT
P.O. lOX 4S88. SOUTH DAYTONA, F1. 82121
1B.S'ttOtE (81)4) 787-4774
I . FAX (1104) 781-8888
SEAL
PAGE
@ COPYRIaKT 1807
NOT TO III! fEPRODUCB) N.WHOUl CIA N PART WITHOUT nt! MITTEN PlRlIStIlON OF LAWI'I:NCE E. 8ENETT. P.E.
111
L
. .
SOLD ROOF PANEL PRODUCTS SECTION 7
Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H-28 Aluminum Alloy
i 3i.x 12,ix'O.02S"Panel. '-j
~::-~~a~ ~p~iiTU~d:;:'ana Condition Enclosed Bulldlnas ~
Wind Afplfed Overhana Condition
l-R.JI'lIn oad NONE ,..... ...... ,..... ..... Realon oad NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 16'.11" 17'-1" 17'-5" 17'-11" 1S'-9" 102 M.P.H. 29 12'.11" 13'.2" 13'-7" 14'~" 15'-3"
--HOM.P.H.---f-. 20 15'-8" 15'-9" 16'.2" 16'-9" 17'.7" 110 M.P.H. 35 11'-10" 11'-11" 12'-6" 13'-3" 14'.3"
. '120 M.P.H.-- --. 23 14'-7" 14'-9" 15'-1" 15'-9" 16'.S" 120 M.P.H. 41 10'-11" 11'-1" 11'-8" 12'-6" 13'-6"
~-125M.pJi. - - 26 13'-9" 13'-10" 14'-3" 14'-11" 15'-11" 125 M.P.H. 45 10'-5" 10'.7" 11'.2" 12'-0" 13'-2"
. '140M.P.H.--- _u 32 12'~" 12'-6" 12'-11" 13'-9" 14'.9" 140 M.P.H. 56 9'~" 9'-7" 10'.2" 11'-1" 12'~"
I. _._____...."_.,..___~ .___
! 3" -x 12" x 0.032" Paneis---. . --------..----. ~-----_._----"._-------,
,
rwlna;~PI?::r BU~9:~nii Ciii1clliliin-r-=Wlnd . ...-----------.-. ..------4
Enclosed Bulldlnas .----.--1
AfPlled Overhana Condition
i Re..olon I. oad . NONE 1'-0" 2'-0" 3'-0" 4'-0" Region oad NONE 1'-0" 2'-0" 3'-0" 4'-0"
: 102 M.P.H. I -17--19'.:.4~"";liji-5" ""fiji.g" 20'-3" 20'-11"1'02 M.P.H. 29 14'-10" 14'.11" 15'~" 15'-11" 16'-10"
I 11~ ~.~.H.. I. ,jQ=~-1r~10" 17'-1,1" 1S'-3" 1S'-10" 19'-6" 110 M.P.H. 35 13'-6" 13'-7" 14'.1" 14'-9" 15'-8"
I '20 M.P.H. t 23 '6'-7" '6'-9" 'N' 'N' '0'''' '20 M.P.H. 41 12'-5" 12'-7" 13'-1" 13'-10" 14'-10"
125 M.P.H. ,. . 26--- 15'.7" 15'.9" 16'-2" 16'-9" 17'.7" 125 M.P.H. 45 11'-11" 12'.1" 12'-6" 13'~" 14'~"
t--'1~~M.P.H. :'. "-']~.~=__ 14'.1" 14'-3" 14'-S" 15'~. 16'-T~' 140 M:P.H. 56 10'-8" 10'-10" 11'~" 12'.3" 13'~"
Note: Total roof panel width = room width plus wall width plus overhang.
,
Lawrence E. Bennett, P.E.
Q\II. ENt>>EEIf . OEVB.Cf'Ni'IT COM9U. TANT
P.O. BOX 4ae8.,sount DAYTONA. Fl 32121
1B.S'HOtoE '(804) 781-4774
FAX (~) 1e7-esse
'] SEAL
@ COPYRIGHT 1097 PAGE
NOT TO IE REPRODUCED" WHOlE OR" PART wmtoUr TIE WRTTEH PERrlIBSION OF LA~ E EIENETT. P.E. 117
SECTION 8
ALUMINUM FRAMING COMPONENTS
~
d
g
0.055. ~
A-O.83hl
WT - 0.9S p.lf.
Ix - 2.20 h"
Sx - 110 hi
8083 - T8
- 0.055' ~
A - t14 In. "
WT - t36 p.LI.
Ix - 5.90 In."
Sx . t97 In. I
6063 - T6
L2.J
L2.J
STITCH WI1l-I (1) fS St-EET METAL SCREWS
AT 24' ON CENTER TOP AN) BOTTOM
STITCH WI1l-I (1) fS stEET t.t:T AL SCREWS
AT 24. ON CENTER TOP AN) BOTTOM
2' x 4' x 0.055' x 0.120' SELF MAffiG BEAM
2- x 6- x 0.062" x 0.135- SELF MATING BEAM
g
fa
(f)
d
- 0.062. F-.
J
L2.J
A-13Sh"
WT · 181 p.lf.
Ix-S.S7h"
Sx - 2.54 h I
8083 - T8
- 0.062. F-.
A . t37 h "
WT . t64 p.LI.
Ix . 9.51 In."
Sx . 2.71 In I
6063 - T6
L2.J
STITCH wrrn (1) fS StEET METAL SCREWS
AT 24' ON CENTER TOP AN) BOTTOM
STITCH WI1l-I (1) fS St-EET METAL SCREWS
AT 24. ON CENTER TOP AN> BOTTOM
2. x r x 0.062' x 0.120. SELF MA TtIG BEAM
2- x r x 0.062- x 0.135- SELF MATNG BEAM
Lawrence E. Bennett, P.E.
a\Il. ENI3HiER - Dr:1IEI..Clf'MBYT CONSU..TANT
P.O. BOX 4388, SOlJ'JH DAYTONA. Fl 82121
TELEPHOfE (004) 7f1J7-I,TTI,
FAX (004) 787-8858
SEAL
PAGE
136
@ COPYRIGHT 1997
NOT TO BE REPfIODUCED N WHOLE OR N PART WITHOUT TlE WRTTEN PEAMS8ION OF LAWRENCe E. BENETT, P.E.
SECTION 2 ATTACHED &: FREEstANDING COVERS AND UTILITY'. SHEDS
Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 8063 T-6
[_~.)vl~d Zone =- 102 MPH ~~OM!H 120 MPH 125 MPH---'-h-140MPH---,
I. - ~J.'pl!ed Load · 17#' Sq. Ft. I 20#' Sq. Ft. 23# , Sq. Ft. 26# I Sq.-i=(..L 32#7 Sq. FC~
Load Width 2" x 7" ::It 0.082" x 0.120" S.Tf Mating Beam J
----- 5' 21'-2" 19'-6" 18'-2" 17'-1" - 15'-5"
---.--------- 6' 19'-4" 17'-10" 16'-7" 15'-8" - 14'-1"
-,.----- - 7' 17'-11" 16'-6" 15'-5" 14'-6" 13'-1"
.-- 15'-5" 14'-5" 13'-6" -- 12'.2"
8' 16'-9" ---1
-- 9' 15'-9" 14'-7" 13'-7" 12'-9i' .. 11'-6"
--.------- 10' 14'-11" 13'-10" 12'-10" 12'-1" 10'-11" !
__u_. 11' 14'-3" 13'-2" 12'-3" 11'-7" 10'-5" ,
12' 13'-8" 12'-7" 11'-9" 11'-1" 9'-11" i
Load Width 2" x 8" x 0.072" x 0.224" Self Mating B..eam I
S' 27'-11" . .,25'-10" 24'-1" 22'-8" 20'-5" ;
---- 6' 25'-7" 23'-7" 21'-11" 20'-8" 18'-7" ,
,
I---- 7' 23'-8" 21'-10" 20'-4" 19'-2" 17'-3" ,
8' 22'-2" 20'-5" 19'-0" 17'-11" 16'-2"
----" 9' 20'-10" 19'-3" 17'-11" 16'-10" 15'-2" I
10' 19'-10" 18'-3" 17'-0" 16'-0" 14'-5" i
11' 18'-10" 17'-5" 16'-3" 15'-3" 13'-9"
- 12' 18'-1" 16'-8" 15'-6"
14'-7" 13'-2" !
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam I
5' 31'-1" 28'-8" 26'-9" 25'-1" 22'-8" I
6' 28'-4" 26'-2" 24'-5" 22'-11" 20'-8" I
7' 26'-3" 24'-3" 22'-7" 21'-3" 19'-2"
8' 24'-7" 22'-8" 21'-1" 19'-10" 17'-11" I
9' 23'.2" 21'-4" 19'-11" 18'-9" 16'-11" i
10' 21'-11" 20'-3" 18'-11" 17'-9" 16'-0" I
11' 20'-11" 19'-4" 18'-0" 16'-11" 15'-3" ,
12' 20'_1" 18'-6" 17'-3" 16'-3" 14'-7" !
-Load Width .2" x 9" x 0.072")( 0.310" S8ff Mating Beam I
-. 5' 34'-7" 31'-10" 29'-9" 27'-11" 25'_2"
!
6' 31'.7" 29'-1" 27'-2" 25'-6" 22'-11" i
7' 29'.3" 26'-11" 25'-1" 23'-7" 21'-4" t
8' 27'-4" 25'-2" 23'-6" 22'-1" 19'-11" !
9' 25'.9" 23'.9" . - 22'_2" 20'-10" 18'-9" :
10' 24'-5" 22'-6" 21'-0" 19'-9" 17'-10" ,
i
ii' 23'-4" 21'-6" 20'-0" 18'-10" 16'-11" ;
12' 22'-4" ,. 20'-7" 19'-2" 18'-0" 16'-3" i
J
Lawrence' E. Bennett, 'P.E.
avL EHtJHiJBt' Dn'I!l.M8n' CXMU.tANT
p.o. lOX ... eoum bAvtoNA. .... IItI1
~ (lOt) 181...77.
"AX (104) 181-_
SEAl.
PACE
@ COPYRIGHT 1007
NOT 10 -= fI!PRODUCEI) i'f WHOLE OR ... PART wmwti1lE WRrTTEN PSI..,.. OF LAWRENCE E. BBNrrT. P.E
50
~/
,
. _____V'" J
SECTION 8
ALUMINUM FRAMING COMPONENTS
!G
rl- 3.00" =r
tG
~
~ I .150. -
U
IF
~ I .1875
U
MATERAL: 6083-T5
AllMf.N AU..OV
MA T1:RIAl: STEEL ASlM 1.618
VP.-110 K.S.I., U.T.-es
MATEFtAl: 8081 T8 ALlMf.N
MA TERlAL: ASlM 1.600
VP.oo48 K.8.I., U.T.-e2
3.00. SQ. EXTRUDED
ALUMINUM POST
3.00' SQ. 10 GA. POST
4.00' SQ. POST
(-.... =1
8 .125"-
.r
1
f-3.00. ~
fJt]8" -18 GA. STEEL
OR .050 AI..lN
l
MA TERAL: lI083 T6 AlIJtJHN
U. T.-30 K.8.I., Mtl v P.-211 K.91
PlACE 3. FlANGE AT TOP WH:N
USED AS BEAM
MA TEFtAl: ASlM A4-48 STEEL
VP.-40 K.lU HOT DF GALVANZED OR
3004 H38 AlIJtJHN U. T.-35 K.S1
Mtl V P.-28 K.S1
3.00. SQ. LOCKSEAM POST
3.00. x 4.00. ALUMNJM POST
OR 4.00. x 3.00' TUBE BEAM
'[;.2.': :;1083.
fFll
Lf ~-
J.-. 2.30" -J.
MA TERAL: lI081 T8 ALlMf.N
U. T.-3S K.S.I., Mtl Y P.-38 K.S1
LEN01lM3O"
'[;~= :;1083"
f~J
~t.12l1" t~
J...- 2.8O"-J.
MA TEFtAl: 8083 T8 ALlMf.N
U.T.-3S K.S.1 Wt VP.-38 K.S1
LENOTJ+03.82"
3' X 4. POST CONNECTOR
3.00. LOCKSEAM POST "'SERT
Lawrence E. Bennett. P.E.
eM. ENGN:ER - 0E1IB.0f'H:NT COHStt. TANT
P.O. BOX 4388. SOUTH DAYTONA, F1. 32121
1El..EPI-lOtE (004) 787-4774
FAX (004) 787-8888
r~
SEAL
ALUMET
PAGE
4.00. SQ. POST
r 2.938" ---r
~1
0815.
~ j
MA TERlAL: lI083 T8 ALlJdNJM
3. FLUTED POST
12.00" 1
[m-
~ 158. ....J<
MATERIAL: 6083 T8 AllMf.N
U.T.-30 K.S1 Mtl VP.-25 K.S1
f-EADER BRACKET
ALUMET BULDING PRODUCTS, INC.
m 8. TOWN EAST BlVD. ME8QlITE, TX 75149
P.O. BOX 8110183, ME9QlJTE, TX 715185-0183
1El..EPI-lOtE (072) 288-8811 FAX (072) 882-8843
~800-827-8045 EXT.8835 ~800-008-2808
142
@ cOPYRIGHT 1007
NOT TO BE REPRODUCED N WHOlE OR N PART WI1HOUT TlI: WRTTEN PERMISSION OF LAWRENCE E. BeH:TT. P.E.
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS'
SECTION 2
1...-..
r
~
ell
~
;:.
~ 1" "
TOP OF GRADE
"t. IS THCKNESS OF
. RE<:UB> POST
3. x 3" POST SEE . TABLE
(2) 2" x 2" it "t" ANGLE OR
(1) U QiAfIfEL x "r
3/S' x 3-1/2" BOLT
,..... SO LB. 2500 PSI CONCRETE PRE-M)(
3. x 3. BASE
18'
1
.ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
r
o
L ~>
LL-1Y
POST H CONCRETE
#4 BAR 12" LONG
POlIB> CONCFETE
REFER TO TABlE 2.4
~
;:.
N
3. x 3. POST ~N BOLTED
TO ANCHOR RISER
2-3/4" x 2-314" x 2-1/2"
LONG x 1/S. TUBHG
WELDED CONECTION
FASTEN PER TABLE 2.5
3-1/2" CONe. SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MK ~
BEFORE SLOPE ;:.
T u ~
1
~
TYPE I
FLAT SLOPE / NO FOOTNJ
0-2'/12"
(1) #5 BAR CONT.
~
S'
TYPE I
MODERATE SLOPE FOOTNJ
2"112" - f -10'
TYPE .
STEEP SLOPE FOOTm
) 1-10"
NOTES: t NO FOOTN) REQUIED EXCEPT Wt-EN ADDRESSHG EROSION l.tlTL TIE ROOM
EXCEBlS '8'-0". ROOMS CRATER mAN '8'-0" USE TYPE I FOOTNl
2. FOOTNiS 8HAU. IE MK 2,500 I:tSI CONCRETE wrrn 8x8-1Ox1O WELDED \WE M:SH
OR F&!R aESH MAY IE USED N lEU OF aESH.
3. F LOCAL BtJl.DHG CODES FEOlR:S A ......... FOOTNJ USE TYPE I FOOTNJ OR
FOOTNJ 8ECTION REatJfED BY LOCAl CODE. LOCAl CODE GOVERNS.
SLAB DET ALS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
avI. EHGN:ER - DE1IB.OfIEHT CONSU. TANr
P.o. BOX 4388.8OUTH DAYTONA. FI.. 32121 .
TB..EPHON: (004) 787-4774
FAX (004) 7fJ7-8lll58
SEAL
PAGE
@ COPYRIOHT 1097
NOT TO BE REPRODUCED .. WHOt.& OR .. PART wrmour 1lI! WRTTEN PEHlSlIION OF LAWRENCE E BeNrrr. P.E.
43
SECTION 2
ATTACI-ED &!FAEESrAND~G COVERS 'AND UTLITY SHEDS
. of)<' .
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other open. Buildings. ALUMINUM POSTS
<i 'i.~ . . ,~.
r- . - ---wlnd[oad =
t U Applied Load =
I Maximum
I Height Load In Lb8
1-----.-::..7'-4i' 2,064
f----8'-7" ~8
~---g=1o' ,204
--n'-1" 903
~iliifit Load In Lbs
8'-2" 2,73E
9'-E)~ ,51
-lcr:11 " ,5
---12'-31f ,1!
---HeIght Load In Lbs
8 _2" 3,408
I------gr..en- 2,556
--'Hy:n" ,9 8
--12'-3" ,.d ~1
--Hifcifit Load n Lbs
-~O'~O" 2, ~1
------n~- 1, J6
--u---iJi-4i1-- -1";389
-----15'=0" ---- 1, 42
--Hilg~ Load n Lbs
11'-0" 3, 00
~2'-10" 2, 00 .
14'-11" 2, 100
6'~ ' 1,575
I ell ~t Loa tlln Lbs
1'- J" ,408
3'- 0" , )56
~5'=l0" , J88
~7'-10" ,491
~
Aluminum Post -.-
102 MP" 110 MPli 120 MPH 125 MP I 140 MPH
11 tIISa. t. 20 "'sa. Ft. -.!Ilft_. Ft. . t. 32 #lSq. Ft.
~Iowa tie oof Arta n ,Quare reet for Various oads on Post
2' x 2" X O.U44~ HOIIOYl ExtnJslon or
2" X 2" X 0.045" 81111J Extrusion: - Aluminum Alloy 6063 T -6 i
121 103 90 79 65 -'---1'
9 77 -67 60 48- --..-
7 60 -S-2 46 --+-----38---- __J
~ ~ ~ ~ ~ 1
2"" X 3" x 0.0 50" HolloW ExtnJslon or
2" X 3" x 0.045" Snap Extrusion; - Aluminum Alloy 6063 T-6
1,.1 119 105 86
1.l!~7 109 96 78
9, 0 69 61 50
70 E 52 46 37
3" x 2" x 0.070" Ho ow ExtnJslon - Aluminum Alloy 6063 T -6 .___
200 1', 148 131 107
iO .1~ 1"11 98 80 --.-
7 99.. 86 76 62 h___
~ ~ ~ ~.-
3" x 3" x 0.0 0" Roll Fonned-=A umlnum Allo 31051-1-14 -----
140 119 104 92 74
05 89 r8 69 56
2 ~ 00 ~ G-
52 -. 45 40----- 33-----
3.. x l" X 0.0 0" Roll Fonnea - Aluminum Alloy 3105 H-14 _d____
2' 2 180 57 138 - 113 .._=
159 :) 17 104 84__
1~4 5 ~181 66
9 68 .61 49 -----
3" x "x Oll' 0" FlU HI Ho owl nJslon - Alum num 6063 T -6
) I 13 107
) 1~ ~ '00
1"1 9 ) 7E 62
88 7 65 57 47
-.
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = W:
A = S x (W/2 + O.H.); if'S' = 7', W = 12', and O.H. == 2' then: 'Area' = 56 Sq. Ft
For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Fl post choices are:
1) 2" x 3" Snap Section -
2) All post sizes listed below the 2" x 3" Snap Section
Where job conditions dictate a post height of 10' In a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when It Is more than 10' tall It can only support 39 SF of roof. On the
other hand, a 3" x 3" Fluted Post with a post height of 10'-7" can support an area of 128 square feet of
area. Thus, design must satisfy both height and area requirements.
Lawrence.E. Bennett, P.E.
aw. ..... ..~ CCMLt.tNlr
P.o. BOX ... 80UTH DAYTONA, Ft. 8ttt1
'I1!l..I!PtDI! (104) m-47t4
FAX (104) 717-_
tII!AL
PAGE
I
,_...-J
52
@ COP1AGHT 1007
NOT TO. ~. OIlOCB) .. WHClU! CIA .. PART WI1HJUt 111! 'MIT'TBI PERiltlION CF lAWJ&O! E. BENETT, P.E.
PAGE
SECTION 2
ATTACtED & I=REES1ANJHG COVERS AND UTLrrYSI-EDS
SEE C<NEC11ON DETALS
~
i
I
---
SEE <XNECTION DETA1.8
~
i
i
m
12" x PAN (SEE TAaE) USE W
TO 8ELECT PAN Fm fECUE) SPAN
W1 VAlES
FOR FRONT BEAM USE L-W/2tOVSIiANQ
---
.~
,,-I'
PAN OR COfJP09ITE ROOF PAtEL
SEE SECTION 7
TOP PLAn: P.T. OR WITH VAPOR
BAFIER AT ALl.NNJM ROOF
2'" x 4' UM:IER TOP PLAn: () ROOF
2'" x 2'" x 0.044' Al..lM<<.N OR
2'" x 4' l.LNBER .2 SPF. (MN.)
stEAlHNQ:
7/. O.s.a OR 112'" PLYWOOD WITH
SlUlS 24- ON CENTER OR STRUC1\IW..
GRADE nSNAL PLY WITH SlUlS AT
18" ON CENTER
2'" x 4' PRESSlIE TREATED PLAn: WITH
318' x 4-112'" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DETALS
SI-ED IS FRAMED WALL ATTActED TO
HOST S1"RUC1UE
ALlM&N POST AN) BEAM
Sl-EAlHNQ:
71ff1' O.s.a OR 112'" PLYWOOD WITH
8lUlS 24- ON CENTER OR 8TRtJC1\IW.
GRADE nERMAL PLY WITH 8lUlS AT
18" ON CBfTER
2'" x 4- PREsstR: TREATED PLAn: WITH
3/8' x 4-112" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DETALS
UTLlTY SI-ED AND CARPORT WALL SECTION
t ANCHOR PANS TO t-EADER CHANEL WITH (3) .10 x 112'" 8M8. WI WA8tI:R.
2. ANCHOA PANS TO hOOF IEAMS WITH (3) t10 x 112'" 8M8. WI WAStER.
a ANCHOR 0Ql.lMII to CONCfETE R.OOR WITH 2-114- x 3" CONCRETE ANCHORS.
... ANCHOR 0Ql.lMII TO BA8E PLATE WITH 1-114' as. BOLT
Lawrence E. Bennett, P.E.
aw. INJN!ER . IlEWl.CIfIII!Nr ~TANr
P.o. BOX ..... eount DAYrCltM, FL atItt
1B.S'HDtE (11M) _-4774
FAX (104) 111-_
8EAL
40
@ copytWIHT -.07
NcJt 10 . 1_ I 0IlUCED It WHcu! CIA It PART WI1HOUf 1M! WIU1EN PIH..,... OF LAWRENCE E IIHETT. P.E.
SECTION 3
EDGE BEAM
1" x 2. x 0.044. OPEN BACK
^ TT ACH:D TO FRONT POST WITH
#10 x 2. SMS. MAX. e. FROM
EACH P\.R.fII AtI) 24. O.C.
FRONT WALL PlJ=ILN
COWOSITE ROOF PA~S:
(4) 1/4" x 4" LAG Bot. TS WITH
WITH 1-114. FEN>ER WASI-ERS
PER 4'-0. PAN3. ACROSS 1ltE
FRONT AN) 24. O.C. ALONG
SDES (WALK-ON)
SCREEN, VINYL & GLASS ROOMS
o
o
.-.-J
2. x 2" OR 2" x 3. HOLLOW
SEE SPAN TABLE f-EADER
CHAA RAL AND KICK PLATE
2" x 2" x 0.044" HOLLOW RAL
POST ATTACH:D TO BOTTOM
WITH WL (2) flO x 1-112" SMS.
N SCREW BOSSES
EXISTNG SLAB MAYBE USED F ___________
N GOOD CONJmoN AND APPROVED
BY TI-E BtA..DNi OFFICtAL
(1) t-L n 112. x 3- 112" KBI-
BOLTS APPROVED FOR 665' .
UPl..FT WITH STD PLATED CUT
STEEL. W ASI-ER
(1) 3/8. BOLT FOR 3" POST
(2) 3/8" BOLTS FOR 3. x 4' POST
L1
L
TYPICAL CORNER DETAIL
-----
TYPICAL UPRIGHT DETAIL
Lawrence E. Bennett, P.E.
eM. ENGH:ER - DEVELOf'M9lT ~ TANT
P.O. BOX 4388. SOUTH DAYTONA. R. 82121
lB..EJ'H()III: (004) 787-4174
FAX (004) 787-fJlI8fJ
SEAL
PAOE
SIDE WALL HEADER ATTACHED TO
r x 2. x 0.044" OPEN BACK WITH
MN. (2)'10 X 1-1/2. S.MS.
SIDE WALL PURLlNS ATTACHED TO
r x 2" x 0.044" OPEN BACK WITH
MN. (2) '10 x 1-1/2" S.M.S. N
SCREW BOSSES
SIDE WALL PURLINS ATTACHED TO
1" x 2. x 0.044" OPEN BACK WITH
MH. (2) '10 x 1-1/2. SMS. N
SCREW BOSSES
FRONT AND SIDE BOTTOM RALS
ATTAct-ED TO CONCRETE WITH
1/4. x 2-1/4" MASONRY QUCK SET
ATe. FROM EACH POST AND
24" ON CENTER MAX. AM> WALLS
A MIN. 1" FROM EDGE OF CONCRETE
RISER PANELS:
(3) '8 x 1/2. S.MS. PER 12. PAtEL
HEADER ATTACHED TO POST WITH
MN. (2) '10 x 1-1/2. S.MS. N SCREW
BOSSES
I 2. x 2., 2. x 3" OR 3" x 2" HOLLOW
Z SEE SPAN TABLES
FOR SNAP ExmuslONS CHAIR RAL
A TT Act-ED TO POST WITH MIN. (2)
#10 x 1-1/2. SMS. H SCREW BOSSES
1"x2"xO.044. OPEN BACK BOTTOM RAL
114" x 2-1/4. MAS~Y ANCHOR @ 6"
FROM EACH POST AND 24" O.C. MAX.
66
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wnHOUT nt: WRnTEN PSMSSION OF LAWRENCE E. BENETT. P.E.
SCREEN, VINYL & GLASS ROOMS
SECTION 3
j
';o.....:.....a'
'- LW---,
~ ROOF
I
SB..ECT EDGE BEAM TABlE 3.1
_ 3- 112. SLAB ON GRADE
OR RAISED FOOTm
FOR MAX.
lPRIGHT
LENGTH 1" x 2"
V ARES NO MAX. (B.EV. SLAB OR ON GRADE)
J:
1
TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT YEW FRAMtIG
. (!-EIGHT OF lJ'AIGHT IS t.EA,SlIS) FROM TOP OF 1"x2. PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONECTlON AT
FASCIA ALLOWED
SEE SECTION 7 FOR DET ALS
SOLD ROOF
LOAD WDTH
FOR ROOF PAN:LS
~~~2+ P/2 -
..
SIZE BEAM AN) COl~
PER TABLES
J
OJi.
EXISTHG
STRUCTUE
P . PRO.ECTlON FROM BLDG.
LW · LOAD WDTH
VARES
L P VARES ---J
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR 1" x 2" OPEN BAa< EXTRUSION WITH 1/."x2-1I.' CONCRETE
FASTENER MAxMJM OF ~-O" oN CENTER AN> WITHN e' OF UPRIGHT
ANCHOR l' X 2" TO WAll WITH 2-1/2" .10 Sf-EET METAL sal:WS WITH
WASH:RS ~-O' ON CENTER. ANCHOR BEAM AN> COLLUI NTERNALL Y
OR WTH ANCHOR a.PS ANJ .10 SCREWS AN> WAstERS.
tM&t.tA SlM'THCKtESS FOR SlAB ON GRADE IS 3-1/2" CONCRETE.
SB..ECT FRONT WAll.BEAM FROM TABLE USHG LARGER "A.' VALUE OF
P/2 OR P/2 + O.H.
"P'" IS CLEAR DISTANCE FROM HOST STRUCTUE TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
ow. EHtJINEER - DiEVS.0PR0&IT CONSU.. rANT'
1'.0. BOX 43e8, sounf DAYTONA, F\. 32121
1B.S'HCltE (004) 787-4n4
FAX (004) 787-8588
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR .N PART Wl1lfOUT ne WhTTeN PEFUSlIION OF LAWRENCE E BaN:TT. P.E
63
.,....\~.
r--
..L
SCREEN;, VtNL & GLASS ROOMS SECTION 3
Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
Aluminum Alloy 8083 T-8
r~-"----'---'. --. extrusions
Load Width III Post/Uprlaht Spacing
Hollow Sections 38" 42" 48" 54" 80" 88" 72" .78" 84" 80"
Allowable Hel ~ht "H" .Span]
2" x 2" x 0.044" 7'-10" 7'-3" 6'-10" 6'-5" 6'-1" 5'-10" 5'-7" 5'-4" 5'-2" 4'-11"
-- 10'-5" 9'-8" 9'-0" 8'-6" 8'-1" . 7'-9" 7'_5" 7'-1" 6'-10" 6'-7"
3" x 2" x 0.050" ..
_u 11'-3" 10'-5" 9'-9" 9'-2" 8'-4" 7'-11" 7'-8"
2" x 3" x 0.050" 8'-9" 7'-4" 7'_1"
3"x'2i'xci070" .. 11'-9" 10'-11:' 10'-2" 9'-7" 9'-1" 8'-8" 8'-4" 7'-11" 7'-8" 7'-5"
---_.------ 14'..1'! 10'-11"
2" x 4" x 0.050" 13'-0" 12'-2" 11'-6" 10'-4" 9'-11" 9'-7" 9'-2" 8'-11"
._---~_._---_.- -- -~-----
.. Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate.
l-----~~:~ Sections Load Width III PostlUprlaht Spaclna
38" 42" 48" 54" 60" 86" 72" 78" 84" 90"
I Allowable Hel ht "H" Span]
2" x 2'; x 0.044" .--..- .--- --.
9'-3" 8'_7" 8'-0" 7'-7" 7'-2" 6'-10" 6'-6" 6'-3" 6'-1" 5'-10"
2" x 3" x 0.045"'-""-'- 12'-2" 11'-3" 10'-6" 9'-11" 9'-5" 8'-11" 8'-7" 8'-3" 7'-11" 7'-8"
--.- ..-----.-.- -~- - - .---.--.-.-----.
2" x 4" x 0.045" 15'-3" 14'-1" 13'-3" 12'-5" 11'-10" 11'-3" 10'-9" 10'-4" 9'-11" 9'-8"
---- .._---+ ---.--.------------.--
~- ..-.-.... . --_._- -.--.--.-.. -----
Load Width III PostlUprfaht Spaclna
Self-Mating Sections 38" 42" 48" 54" 60" 88" 72" 78" 84" 10"
Allowable Hel ht "H" Span]
2" x4" ,c.ii-155"'x o:1F-- IT=11 " 16'-8" 15'-7" 14'-8" 13'-11" 13'-4" 12'-9" 12'-3" 11'-9" 11'-5"
2;' XSi. X O.05Sii'xO:12" 24'-11" 23'-2" 21'-8" 20'-5" 19'-4" 18'-5" 17'-8" 16'-11" 16'-4" 15'-10"
2"';( 7"X' 0.082" x 0.12" 27'-4" 25'-4" 23'-8" 22'-4" 21'-2" 20'-2" 19'-4" 18'-7" 17'-11" 17'-4"
2" x 8" x 0.072" x 0.224" 36'_2" 33'-6" 31'-4" 29'-6" 28'-0" 26'-8" 25'-7" 24'-7" 23'-8" 22'-10"
--.--,..- - 40'-2" 34'-9"
2" x 9" x 0.070" JC 0.224" 37'-2" 32'-9" 31'-1" 29'-8" 28'-5" 27'-3" 26'-3" 25'-5"
--.--.- 44'-8" 41'-4"
2" x 9" x 0.070" x 0.310" 38'-8" 36'-5" 34'-7" 32'-11" 31'-7" 30'-4" 29'-3" 28'-3"
i-- Mixlmumctiarr'ii1J8pac ng .s 6 '-8" o.c. Thus with cha r rall@ 2'-8"- the maximum wall height
without additional chair rail Ie 9'-2".
Notes:
Glass Rooms; The addition of aluminum frame Windows with glass panes that are designed to 110M. P .H.
wind load requirements to the above upright sizes Increases the strength so that additional framing is not
required.
Using screen panel width 'W' (See typical glass room drawing.), select upright required from the maximum
height allowed for each extrusion.
Lawrence E. Bennett, P.E.
alii. B&lI!IiR . DE\'B.ClflI8tr CCJl8LTANr
'.0. lOX ..... ICMH DAYTCINA, FL a2t21
TB..IiJIHONi (104) 787-4174
"AX (104) 717-811I
SEAL
@ COPYAICJHT '>>07 PAGE
NOT TO IE I." '.ooUcm If WHOU! OR H PART wm<<:IUI' nt! WIITTEH PEFI.8IOf' OF LAWfENCE E. IIENETT. P.E. 75
(
........,...
Il. ,
ALUMINUM FRAMING COMPONENTS SECTION 8
jTf A · 0.23 h. * r3", A . 0.68 In. I
WT · 0.28 plf. WT · 0.89 plf.
JJ Ix . 0.14 h. 4 OJ Ix · '0.70 In..
Sx · 0.14 h. I Sx . 0.44 In. I
8083 - T8 8063 - TO
. l' x 2" x 0.044" OPEN BACK SECTION 3" x 2" x 0.050" PATIO SECTION
A · 0.70 In. I
,2", A. 0.43 h.1 r3", WT . 0.84 plf.
WT · 0.51 plf. Ix · 0.49 h..
OJ Ix · 0.24 h.. OJ SX . 0.49 In. I
Sx · 0.23 h. I Iy · 0.92 In..
8063 - T8 Sy · 0.01 In. I
6063 - TO
2" x 2" x 0.044" PATIO SECTION 3" x 2" x 0.070" PATIO SECTION
,2", f2", A . 0.50 In.'
OJ A · 0.85 h. · WT · 0.00 plf.
WT · 0.78 plf. OJ Ix . p.47 In..
Ix · 0.84 h.. Sx - 0.43 h. I
Sx · 0.43 h.' 0063 - TO
8083 - T8
2" x 3" x 0.050" PATIO SECTION 2' x 3" x 0.050" TL T SECTION
,2", f2",
:-'" :l A · 0.78 h. I --l A - 0.76 In.'
~ WT · 0.91 plf. WT · 0.89 plf.
:... lx.t32h.. :... Ix-t27h.4
J Sx · 0.88 h. I J Sx - 0.84 In. I
8083 - T8 0063 - TO
.
2" x 4" x 0.050" PATIO SECTION 2' x 4" x 0.050" TL T SECTION
Lawrence E. Bennett, P.E.
avl. ENC>>EER - DIMi.C'""S" CONSU.. TANT
P.O. BOX 4388. 8OlI1H DAYTOfolA, Fl.. 32121
TS..EPHOfE (004) 787-4714
FAX (004) 787-_
SEAL
@ COPYRIGHT 1907 PAGE
NOT TO BE REPRODUCED .. WHOlE OR .. PART wnHOUT nt! WATTEtol PlRIS8lON OF LAWRENCE E BBN:TT. P.E. 135