HomeMy WebLinkAbout94-4394
BUILDING PERMIT
Permit N.9
CITY OF ZEPHYRHILLS
(813) 788-6611
4394L3
Date
/0 ~/ 1-9r
~~ ELECTRICAL PLUMBING
Pcoperty owne/~;!;i;!Lyjp-2
Job Address: ~___
Parcell.D. # 02-~-~- - cJ
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
TI.F.'s:
Zoning: Energy Code:
Description of Work ~cr1f
Radon Gas: .3 '" cro
NO OCCUPANCY BEFORE C.O.
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordarce with City Codes and Ordinances.
c.o.
DATE
Inspector
- \ "~\,p Permit Fee . ~ O. t:rz)
b Slgna,",e 7'f:-I....~ ."
~ ... rv ~ ompany
~ ~ Address
Telephone#
Valuation or .
Contract Price .' ~ ~. ~
E-~G-- )\......
City License Registration #
State Certified License#
~li-A_
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
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 ($15.00) 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 PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
lo-Ili--YY
/ .
/ () I' J. -0 A- t1
OWNER'S NAKE f?~~ ~;~ ~~ PHONE '78~,- 7~S-3
OWRER'S AD~ ~ ~ /~ ~ / ~
JOB ADDRESS t,L/-/ . (j .. 7, r,.J:; ~ ~ ~
LEGAL DESCRIPTION: WT(S)
BLOCK
SUBDIVISION
PARCEL I.D.' ;) - ;2 t. - ~J - -5.,-- cJ
(OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition ----"Iteration _Repair _Install
_Sign
---1Iove
_Deaolish
PROPOSED USE: _Single Feaily
---111 F
_' of Units _K/H
_ec-ercial
_Indust.
_Swia. Pool _Other
~estaurant & Health Depart.ent Approval
DESCRIPTION OF WORK: CO/'t--/ ~ /0 )t 3 C>
BUILDING SIZE:
x
Square Feet,
Height
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.
PERMITS REOUESTED
_BUILDING
$
Valuation of Total Construction
_ELEC'fR1CAL
AKP Service
Florida Power Corp.
W.R.E.C.
-"ECHAlfICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Freae _Steel
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA? ~
YES NO
..........................................
BUILDER --tf ~4~
Signature V';.
. . lil/lITRACTOR SECTIOU.. ' . /
v~.~~ COMPANY 1Af)1.J/)'/
State Cert. or Regist. ,
City License Registration ,
..........................................
ELECTRICIAN
COMPANY
State Cert. or Regist. ,
City License Registration .
..........................................
SiQQAture
PLUMBER
COMPANY
State Cert. or Regist. ,
City License Registration ,
........................***...***..*......
Signature
MECHANICAL
COMPANY
State Cert. or Regist. ,
City License Registration ,
..................*..*.......*.....*......
Signature
OTHER COMPANY
State Cert. or Regist. .
Signature City License Registration .
APPLICATION APP80YED BY ~:::':;;"j;;:::~""""""""" PERKlT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this perlit lay be subject to 'deed restrictions" .hich lay be lOre restrictive than City
regulations. !he undersigned assDles responsibility for cOlpliance .itb any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the ~ner bas hired a contractor or contractors to undertake work, they laY 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 lay be
cited for a lisd8leanor violation under state law. If the owner or intended contractor are uncertain as to .bat licensing
requir8lents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the
"Contractor Sections' of this application. for .hich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, ratber than the contractor, are responsible for the work. If the contractor .isbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided .ith a copy of 'Florida's Construction Lien La. - 8oIeowner's prLtection
Guide" prepared by the Florida Departlent of Agriculture and ConsUI8C Affairs. If the applicant is sOleOne other than the
"ownern, I certify that I bave obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the
"ownern prior to COlleDc8lent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in tbis application is accurate and that all work .ill be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOlleDced prior to issuance of a perlit and that all work will be perfoIled to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of otber goverDlental agencies lay apply to tbe intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to: .
* Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater TreatleRt
* South.est Florida Water Hanagel8Dt District - VeIls, Cypress Baybeads, Wetland Areas, Altering Watercourses
* Arl' Corps. of Engineers - Seawalls, Docks, Navigable Waterways
* Deparuent of Health' Rebabilitative Services, EnvlrODlental Health Unit - Wells, Wastewater treablent, Septic tanks
t US InviroDleDtal Protection Agency - Asbestos abat8lent
I also certify that, if fill laterial is to be used in Flood Zone 'A' or "A,etc.", it is understood that a drainage plan
addressing a 'cOlpensating volDle' will be sublitted wbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued shall be construed to be a license to proceed ,lith the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official trOl,thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid
unless the work authoriled by such perlit is cOllellced within s1llOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of sil IOnths after the tile the work is co.enced. One 90 day eltension of tile, laY be
allowed for the perlit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An
approved inspection lUst be logged during each sillOnth period, or the project will be considered abanc1oned.
NAMING TO OWNER: YOUR FAILURE TO RICORD A NOtiCE OF COHHBHCIIIKR'lIlAY RESULt IN YOUR PAYING nICE FOR DIPROYEllEnS TO YOUR
PROPERlY. IF YOU IIIYEIfD TO OBTAIN FIMARCING, CONSULT WITH YOUR LBNDER OR AM AnORREY BEFORE RBCORDIlfG YOUR NOtICE OF
COMHENCIHEN'l. JOBS URDER $2,500 IN VALUE DO NOT NUD TO RECORD Arm POST A "NOtiCE OF COHMBlfClIIKIftll.
~~-=:;~ ~ SIWMH, ~
STATE OF FLORIDA ~
COUR'l1 OF r~
The foregoing instrum~~~s acknowledged
before me this /1.f/~9.!i..!EbY
~ ~jalllJe....." ~ Cl4'h
who is personally kqown to me . who has who is personally known to me or who has
produced'7J.u' .A;..~ b 5:Atf~ 'l!I..!:f..-~6 --6Qoproduced
as identification and who did~no as identification and who did/did not
ta e n o~th. . ~. ~~ take an oath.
( ignature) (Signature)
~/ean/Y"e, M. Wal/-(er
(Name 1yped, Printed or Stamped) (~ame Typed, Printed or Stamped)
NOTARY PUBLIC NOTARY PUBLIC
N JARV PUBLIC STATE OF FLORIDA
/1" I -I--IF- A- 4-lf.<JK'c:< ~~TJ.OMMISSION p,~. DE~, 17,1994
~ IroNOED THRU GEI,EI\AL HiS. UNO.
STATI OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_____ by
t' ~
,
j
j
. . CITY OF ZEPHYRIIILLS?i3UILDIHG EPARTHEHT
OWNER --R -R",41k 7}~&:-'
JOB LOCATION /, 'f II ~d . n iI... ~ ~ f'<" ~
PARCEL 1. D. #
SHOW ALL EXISTING 6: PROPOSED S'l'RUC'I'URES GIVIHG DDlEHSIONS 6: SETBACKS.
~
~
0HAu.- J-1AvfZ-
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/0 !U.lN (1fV. \.l tv\.
/ efl-twU~ I (W
;.---- ~-iO r-~~l6t\e~l~l.
(? -
2t.~.... ~ -~~
t<: /'
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T0~~
t:.~
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
-.'" .
T
3D'
(:;:.<:>
~
_1
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
tV f2A;(
) \) _ n -A1 t\.
W~
J~
FRONT PROPERTY LINE
STREET f., I if t/- R ~ G..l
)i t-.
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR R1, R2 ZONING
60'
2. SETBACKS FOR R3 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 T
S I
E N
D G
20'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 'DUPLEX
1 0'
nu.r PROPERTY LINE
FRONT PROPERTY LINE
DISCLOSURE STATEKEIiT FOR OWNER
CITY OF ZEPHYRHILLS BUlLDUG DEPARTMENT
Ir~d- OO'J.
to the provisions of
~~
""
this instrument."
have read and fully understand and agree
The undersigned states and affirms
renovating. adding to or reroofing
occupy, or will occupy by
sale, That he or she shall comply
that he or she is desirous of constructing,
his or her own domicile, that he or she actually
said domicile, and same is not for rent, lease or
with the following conditions:
1, That the owner and he or she alone shall act as the builder for all phases
of construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3, That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be
made, the owner will assume full responsibility to insure they are made, and
upon completion will call for a reinspection before proceeding with the
building.
5. That the owner shall assume full responsibility for the construction and
will not expect supervision of his work from the City of Zephyrhills
Building Department,
6, That prior to final inspection any additional fees, including reinspectlon
fees, must be paid in full, A written request from this office shall
constitute an official notice to pay additional fees.
7, That the owner shall comply with all City, State and Federal laws in regard
to social security, workman's compensation, lien laws, etc" where
applicable.
8, That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9, State law requires construction to be done by licensed contractors. You
have applied for a permit under an exemption to that law, The exemption
allows you, as the owner of your property, to act as your own contractor
even though you do not have a license, You must supervise the construction
yourself, You may build or improve a one-family or two-family residence or
a farm outbuilding, You may also build or improve a commercial building at
a cost of $25,000 or less, The building must be for your own use and
occupancy, It may not be built for sale or lease. If you sell or lease
more than one building you have built yourself within 1 year after the
construction is complete, the law will presume that you built it for sale or
lease, which is a violation of this exemption. You may not hire an
unlicensed person as your contractor, Your construction must be done
according to building codes and zoning regulations, It is your
responsibility to make sure that people employed by you have licenses
required by state law and by county or municipal licensing ordinances.
DATE: /0 - / f- 9 Lj
WITNESS, )7" t.I.4, q m -..-.~
WITNESS:
DATE: /0 - /? - ?y
OWNER, v::: ~ ~. ?'"---l
ADDRESS: (0 ~ 1/ 1?~IJ S!-
o , J
PH: lRf'- 7 q- ~ 3
PERMIT #
NOTE: CONTRACTOR SHALL PROVIDE Y1:RlrlCA nON THAT THE HOST STRUCTURE IS STRUCTURALLY
COf.lPARABlE TO THE STRUCTURE SHO'M-J (MOBILE HOME OR CONY1:NTIONAL CONSTRUCTION)
HOST
STRUCruRE
OR fACIA
PAN OR COMPOSITE PANHS. USE CtYROSlON
RESISTIVE SCRE'~. PANS ANCHORED \11TH 110
, 1/2" It 3/ PAN INTO REC[[V1NG CHANNEL AND
1 I' 0 , 1/2' @ RIDC( CAP CONNECTION TO
RECEIV1NG CHANNEL COMPOSITE PANELS USE
1/4' x (\+1/2") LAG SCREWS v.\TH 1/4' WASHERS
THROOCH RWJV1NG CHANNEl FRQI./ TOP.
CAULK ALL CONNECTIONS.
/
~
-------
EXTRUDE 0 OR BREAKMET Al
HEADER 0032' !.IIN.
FASTENER DETERMINED
BASl:D ON CONSTRUCTION
~ HOST STRUCruRE
CONNECTlON TO HOST STRUCTURE
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____ 110, ("\'+1 1/2") v.\TH
1 1/4. WASHER @ 4" DC. MIN.
SHADING Tif'E /I DENOIES
INTERIOR POST MAX. Roar AREA
Sl:E TABLE 4
3 110xl 1/2. SlJS PER PAN PANEL
\11TH 3/4' WASHER OR
3 110x1 1/2" WASHER HEADED SCREWS
UPlIfT STRAPPING EACH sruD
00425.,1 1/4. MOOILE HOME STRAPPING
NAILED \11TH 18<1 COMMON 3 P(R SIDE
OR IIYJ ClJN NAilS 3 P(R SID(
S TR AP SH ALL BE 6. EACH SIDE AND
CON nNUOUS OVER THE S ruD
DYNA BCtT
NOlT: '!.HERE 1/2' cox Pl Y'MJOO IS USED fRAMING SHAll BE @ 24. DC ~UN.
w/ NAil PATTERN. PlY'MJOO TO STUDS 18<1 COMMON 6" DC. @ EDGE
AND 12' D.C. flllD. ';,HERE 3/16' STRUCruRAL THERMAL PLY SIDING
IS USED fRAMING Sl1All BE 16" D.C. '/1/ I 1/2" ROOfiNG NAILS @
3' ON EDCE AND 12" 0 C. flEL 0
UPLIFT STRAPPING DETAIL
/
I
24'
L
3 1/2"
IJ 16.
MID SPAN BEAU
Sl:LECT L FROl.l
TABLE 2
MIN.. r,3'~{- "
THRU BCt r{ o7r
HEADE R P
ANCHORE:O
CONCRE TE
DETAIL Tm
REQUIRED
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YKX1J FRAME SHED 'ItITH 2'x4.
PRESSURE TREATED PiNE PlA IT
ANCHOR TO CONCRE IT \11 TH
1/4" CONCRE:TE fASTENERS
It 4'-0" DC.
fRONT WAll BEAl.l SELECT
L fROM TABLE 2
SHADING Tif'E 1 DENOTES
EXTERIOR POS T Roar AREA
SEE TABLE 4
k-j l i W/2 + o.:.l
DOUBLE CARPORT ~TH CENTER POST
3" RE CEIV1NC CH ANNE L
ANCHORS I'1l TH 3 EACH
18 SMS PER fOOT
"
TOP~GRADE
3",3' flUTID POST
v.1<APPED w/ FELT PAPER
3/B"'3 1/2' BQT
80 LB 2500 PSI
CONCRETE PREMIX
r,r BASE
i
ALUMINUM CONVENTiONAL CONSTRUCTiON
PORCH POST CONNECTION
-L ~/ POORED CONCRETE
-~ ~L -':')1//
I -r-)"~ REFER TO TABlE 5
POST TO BASE AND
POST TO BEAM DEl AIL
ISOLATED FOOTING
mE HOST STRVCTURE IIUST BE CAPABLE or SUPPOOTI~G ~E ALU~:N1Jl/ STRUCTURE TO BE ATHCHED TO ~E HOST STRUCTURE. GENERAl[ Y THE
CONllITICN or iHE EXlSTNG STRUCTURE lllLL INDICATE THE STKUCTURES CAPABIUTY mE rCUO'MNG CONDHlCNS!HOST STRUCTURES /oR( CAPABLE
or SUPPOO TING THE ALUlollNUM S TRUC lURE TO BE A THCHED:
I. IIASONRY WALLS, 2., .' FRA.I4E CQN'5TRtlCT1ON WALLS, PRE E~C:NHR[D WOC{J TRUSSES wI A 2', 6' SlJB fAClA A.'ID A TRUSS O~RHANC or UP
TO .., AND/fY. ATHCHlolENT or H ALUIlI~Ul/ STR'JCTURE ~ROUGH fH( I' fACiA TO ~E TRUSS BUITS WI A l/AXllolUl/ or .. TRUSS O'l\:RH~G
2. lolO6lLE HMS \t~l.fACTURED AFTER 198. AND BUILT TO ~E 1984 HUD ST~OARDS '/MERE THE ~CHfY.S mE INTO ~E TRUSS BUTTS.
3. CONDITIONS NOT COi{RED A80i{ SHALL BE: RE',1Ev.(D BY ~E ENGINEER TO DETERlAINE ~E HOST STRUCTURE ADEQUACY
4. ALL TRUSS S'l'STtl/S SHALL HAVE A l/AXllolUl/ $PAClNG or 24. DC.
~. 1I0BILE HMS NOT CONFORUING TO mE STANDARDS ABOVE SHALL HAVE A SELF SUPPORTING FAl.IE AOJAa:NT TO THE lolOBllE HOlJE IN LIEU or
CONNECTING TO THE IotOOlL
NOTE
t..J
a::
E; TABLE 1
=> ROOf PANELS
~ CARRIER BEAl.l .-/
8 3.,3" POST /"'
:J:
2' x MID SPAN
/ BEAM -iE-SiMPlE SPAN
TABlE 2
DET All
SPACE !.lAX. __
2~O PSI CONCRElT w/
6,6 ...nOED WIRE I.lESH
OVER VAPOR BARRIER
J
VARIES
SECTION THROUGH CARPORT
I'r
3 1/2" CONCRE IT SLAB
SEE CONNEcnON DETAIL
12", PAN (SEE CHARTS) USE "vr TO
/ SELECT PAN fOR REQUiRED SPAN
SHED IS fRAMED WALL
ATTACHED TO HOST
STRUCTURE '..J
w ~
fOR fRONT BUI,4 0
~ 2',2',0044' ALUM. OR :J: .
0 ....
:J: USE 'L'=W/2+0.H. '::j N
t..J 2',4" i} 24' OC. LUMBER [3 ~
...J VI
8 STRUCTURAL GRADE ~ '"
:::> Tf'ERMAL PLY v.1TH SIDING <.;> ~
<.:> z V'
<=
z: 'w,. VA.R:ES 1/2' L-BOlTS fOR 2",4" V' ~
<= ><
VI W 'N
X 6,6-10/10 'ItlN / PT PLATE OR CONCRElT
w
" ANCHORS 4'-0" 0 C.
--------- -------
2"4" PTP PLATE
'/1/ 3/B',4 1/2"
CONC ANCHORS
ANCHOR v.\TH HEADER CHANNEL
'2.,___'
C[N TER PUR\.IN
BEAl.l SELECT '['
FROM TABlE 2
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MID SPAN BEA.\l
SELECT L fROM
TABLE 2
SELECT BEAlA
fROl.l TABLE 2
Sl1ADING Tif'E /I
SEE TABLE 4
CA RIER BEAM
l
,
j W/2 :
DOOR
ALTERNA TE:
YKX1J fRAME Sl1ED I'1lTH 2.x4.
PRE ~SURE TRE A TE D PINE
PL A fE ANCHOR TO CONCRE TE
I'1lTH 1/4' CONCRETE
fASTENERS 4'-0. O.C
fRON T W A[L BEAM' SELE C T
L fROII TABLE 2
Sl1ADINC WE I
SEE TABlE 4
DOUBLE CARPORT ~TliOUT CENTER POST
W
RECEIV1NG CHANNEL
"
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~ SEE TABLE 1
VI
:;; SPAC[ !.lAX.
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2' , MID SPA'l
/ BEAl.l-iESlMPlE SPAN
TABLE 2
SP AC[ f,j AX.
TABlE4- --
y
tr
J" x J" x 0.06" POST
2500 PSI CONCRElT \\lTH
6,6 v.nDED \I1RE I./ESH
OVER VAPOR BARRIER
3 1/2. CONCRETE :UB
SECTION THROUGH CARPORT
VARIES
UPliFT S TRAPPINC DE TAil
2'x4" lUMBER TOP PlATE
'HI T\j ROCf ABO\~
~OTE:
1. ANCHOR PANS TO HEADER CHAN~H '11/
3 N10 x 1/2' w/ WASHER
2 ANCHOR PANS TO ROOF BEAMS w/
3 110 , 1/2' w/ WASHER.
3. ANCHOR PLA TE TO CON CRE IT flOOR W /
3/8" , 3 1/2" DYNA BOlTS i} 30' OC.
4. sruos TO BE @ 16' OC 3" EDC.€S
6' ON fiELD 1 1/4' GAL ROYING NAILS
UPlIFT STRAPPINC DETAIL
3 1/2' MiN. CONCRETE (SEE DETAILS)
SECTION THROUGH UTILITY ROOM
UTILITY SHED AND CARPOC\T WALL SECTION
2'-0. MIN.
BEfORE SlOPE
3 1/2'
MiN. 2500 PSI CONC '/11TH 6 , 6 '!.(Lom v.lRE
OR fiBER I.lESH Tif'ICAL All SLABS.
j 1 i5 BAR CONT.
B"- ^
NOTE: fiBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESl1
FLA T SlOP[ / NO fOOTING
o - 2'/12"
SLAB DETAILS ADDRESSING EROSION
MOOERA TE SlOf>[ fOOTING
2'/12' - " - 10'
SlTEP) ~O:::1~~TING RAWINO ~It' -OR 1 PERMIT
"IEETS THE REOUIREMEN S
OFCVA?TER 1~S8C 19'.)1 l:(\..
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HGT.=12' fOR 120 MPH
WlND VELOCITY
L VARIES
(SEE TABLE)
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DA T[ R[VlS/CflS CHK
1 94
AlUMINUI.l CO'A:R
/' (Sn CONNECTION TO HOST STRlJCTUR{)
/"
18 , ,. WC<<J SCRtWS 'M111
5/8. WASHERS 3 PER PANEL
(3) C(NTER LE()(;(R PIER
@) 2",S' JOIST HANCl:R EACH END
C9 BRIOCINC 48" 0 C.
HOST STRVCnJRE
fRA),IE AND AlUI.lINUI.I
SCREEN, ."NY\. OR GlASS WALL
SH DETAilS Sl:CTION 2 OR S
DOUBLE CARPORT
SINGlE CARPORT
y
f
II
II
II
II
II
A,~ W/2+0.H.
II
II
II
II
II
II
II
II
II
II
II
II
R
y
f
II
II
II
II O'A:RHANG VARIES
II
A,J)W/2 A,=W/2
II
II
II
II
II
II
II
II
II
II
II
II
R
y y
f W ~
:: t.lOO0-SlOPED ROCf ::
II
O'A:RHANG VARIES II
II
t A=W/2+~~.
II
~
w
W
. ___ HURRICA~E ANCHORS AND AlTtRNATt
STUDS TOP AND BOTTOll
2\4. TCP PtATE PRESSURE /
TREA TtD PINE
2',4. STUDS
S/8" Pl YWOCIJ
f AC( CRAJN
PERPENDICULAR
TO JOIST
N
N
II
II
AJJW/2+0H
II
II
II
II
II
II
II
II
II
II
II
II II
1~ R
r-- SHADING D(NOTtS MAX. ROCf AREA
fOR Cex.UlJNS ANO fOOTINGS
'" w
<6zZ
~~ig~
~~~~~
_:t::fo
~~.-.-~
"'>-33-'
5<i!:i!:i>S
o~~~~
~~~3u
l-I-Z~:::tvi
~~~o;~
:J~i~G~
:;( , --<)-
~w:!::5::1~
~tlR"'~u
~3~H~<
!i ~w'-'
5:5~~V'~
~ 8-~::>
;2~1i: .V'5
5/:8~gV'
~ei~~~
::;~tl~ow
<lfi5~~j;
lj
co
~
lj
co
~
2 iNTtRNAL l's OR
RECEIWiG CHANNEL
2 1/4' LJiAMETtR Bex. TS
EACH ANGLE
:E~
V'V'
~ w
t:J~
"'~
\i~
~~
;5"-
~~
ww
:%::::1
~~
~a
alii
158
15u
1f~i
~9~
025
~~~
(3~~
3o~
w~e;
a:tiv"
J
z
<:
8'1
::Ii
~
co
z
<(
8'1
4 110 , 1 1/2" SMS
EACH ANGlE
::Ii
<:
"-'
co
APPROVED SIDING AS REQUIRED \
1/4' , 3' BotTS OR ~
T-BotTS INTO CONC.
SLAB Il 24' D.C. w/ ,____ PT 2" x 4"
1/8"1 1/2' '/lASHERS ..------
l-
DO All CF AlUlJiNUl.I BEAM
fRAMINC INTO CORNER C1'
WC<<J fRAMED UTIUTY SHED
'"' MOTH (Y!JlIES)
3 , /2" CONCRETE SlAB
NOTE: I, ALL WAU fRA),IINC IS' OC.
(EXC(PTION: 24" D.C. fOR
WOOD STORACE ROO")
2. PIER POST CAN B( BOLTED
TO SlAB OR CONTINUOUS
fOOTER OR HAIlE ISOlA TED
CONCRETE fOOTER EACH PIER
SEE Of; TAil
:f NOTt: fOR BEAId SPAN lENG111 'A. FOR
TABLE 2 EQUALS mE LARGER OF: A='N OR
A=W/2+0.H.
ALTERNA TE PT
PINE POS T
LE DGER SUPPOR T
r-
NOTE: CENTER STRINCl:R REQUIRED ONLY
If DEPTH 0' DECK EXCEEDS 10'
· Sl 0Pf:
--
. SlOPE
--
12
S. 6- x 6- - 10 x 10 W';.\(
KN(E BRACE
12
TYPICAL WOOD DECK
ALUMINUM CON'vtNTIONAL CONSTRUCTION
PORCH POST CONNECTiON
r x3. POS T TURN
BotTED TO ~
ANCHOR RISER
KNEE BRACE '/2 ,
1/2 '
3 18 SMS 'M m WASHERS SlE TABlE 2 AlUMINUY PANS
(Pt:R 12' PAN) OR 4" o/c MAX.
6- 1/4' , (t + 1) 1'1/ WASHERS
(PER 4' PANEL) 8. o/e
"W" fOR Elf A!J 51 ZE
TABLE 2 AFTER COt.lPUTING
"A. lARGEST VAlUE
"v( fOR BEAM SIZE
(p AGE 5,6- 7)
r.I)
a:
l!J
>
o
o
o
::;
o
rf)
2 3/4' , 2 3/4. x 2 1/2'
lONG, 1/8. TUBING
1/4. TAPCON , 1 1/2'
SEE TABlE 3 fOR
NUVBER OF BOo TS
NOTt: KNEE BRACES ARE REQUIR{D If POST
IS NO T SE T IN CONCRi Tt fOOTING.
END VIEW SINGLE CARPORT
FOR BEA,1j AND POST SIZING
CONSUL T SCHEDULE S
END VIEW DOUBLE CARPORT (GABLED)
. MIN1!.M.l SUYE SHAll Elf 1/2' PER 12. EXCEPT fOR
0.026" PANS fOR \'wHICH 111E SlOPE SHAll BE 3/4'
PER 12" fOR SPANS 111AT EXCEED 12'-0'
eQUlJN NOTCl1ED TO
SUIT SID( NOTCH C1'
pas T IS AllO'~ 0
SEE TABlE 3 fOR NUMBER or BOoTS
3 1/2" CONCRETt SlAB
POST TO BEAf.4
CONNECTlON DETAIL
· Sl CPE
--
12
'l/(lD(D CONNECTION
BASE ANCHOR EMBEDMENT
FOR POST TO SLAB CONNECTION
1/2 '
1/4"x2" lAG BotT
2 Pt:R POST
1/4" x 2" lAG BOoT 1',2" TOP AND
2 PER POST BOTTOY Pl.ATt__
-- AlUMiNUU CASTING SCREW 2' oe. -
POST 3' x 3' x 0125" "0 1 1/2"
2/ POST INTO CONCRETt POST MIN.
SCREEN ROOM 2 (I POST TOP AND
AND 2'-0' OC BOTTOM
~
B
.v( FOR BEAM SIZE SEE TABLE 2
AFTER COIJPUTING A lARGEST VALUE
2"x___ EXTRUSION ~
PER SPAN TABLE .
~ 3-'" #10 SMS INTO SCREW SLOTS
6" ANCHOR '"x2"x0044 " PLATE TO
=-i' WOOD DECK \V / 1/4"x2 1 /2" LAG
SCREWS WITHIN 6" OF EACH SIDE
OF EACH POST @ 24" O.C. MAX.
@~
@)~
~Ol
~~ ~
~~ ~
~o-~
~~~5
'VIet..
cx.... .~
@) t:J '" bj...
~ ~~g~
G3...J ~~
c:::G !. a.. en
1/4" MASONRY ANCHOR
2/ POST INTO CONC.
SCREEN ROOM 2 Il
POST AND 2'-0' DC.
FRONT VIEW SINGLE OR
DOUBLE BAY CARPORT
, "x2" EXTRUSION
3/4" P.T. PLY'NOOO
DOUBLE 2"x6" SIDE PANELS
_I ~ PWR[D CONO<(.
1 .lc- L -J(* '('. REflR TO TABLE 5
ALUMINUM SCREEN ROOM
UNDER WOOD FRAI~E PORCH
ALUMINUM CON'vtNTIONAL CONSTRUCTION
PORCH POST CONNECTION
~_l
2 IS BARS (A~ WAY .' , . . . ': r
fOOTING PAD fOR $ POST
WALL TO WOOD DECK DETAIL
<6> IIR(;lH SOl
iBJ 16" I 16" , 4" C~l( PAD
CC I!O LBS. 2~ I'SI CCtfOl(l(
IJD REPl.AaD SOl
<D 1/4".21/4' (XPAHSlCI< BQT
2 (~ P(R BASI:
TOP C1' GRADE
/
ISOLA TED FOOTING
I
3.d" flUTED POST
~APPED w/ fEU PAPER
3/8'd 1/2' BOoT
80 lB. 2500 PSI
CONCRETE PREMIX
2'-0. MIN.
BEfORE SlOPE
t
24"
MIN. 2500 PSI CONe. 'M m 6 , 6 '/,(lDED W1R{
or. fiBER t.lESH TYPICAL All SlABS.
-l 1 15 BAR CONT.
8"
L
3 1/2'
IJ
3 1/2'
3' d" BASE
~
NOTE FIBER t.lESH CONCRETE DotS
NOT R(QUIRE '!.IRE MESH
flA T SlOPE / NO fOOTING
o - t/12.
IS.
lJooERA TE SLOPE fOOTING STtEP SlOPE fOOTING
2"/'2' - " - 10' > I' - 10'
SlAB DETAilS ADDRESSING EROSION OFl.\E.ETS n.iE REOO1REMeITs
CHAP~EP 1205 see 1991
ALUMINUM CON'vtNTIONAL CONSTRUCTION
PORCH POST CONNECTION
ISQA TED fOOTER
~ 3
HOST S1RtJCTURE OR fACIA &: SUB-fAC1A CONNECTION REQUIREMENTS fOR VARIOUS
LOAD CONDITIONS
lOAD CONDnlONS
'!lINO VELOOTY LOADS DEAD + U\{ LOADS
GlASS ROOMS
HOST STRUCTURE 100 IJPH 110 MPH 120 MPH 221/<.;f 321/<.;f 571/<.;f
1. CONCRETE: 1/4.'1-1/8' CONCRETE: SCREWS 0 12" 0.C.------>2 0 l' OC.
2. 'NOCIJ FRA!.IE '/4",2" lAG SCREWS 06" OC------------>2 0 ," OC.
SCREEN, V1N'It, AND CARPORTS
HOST STRUCTURE 100 MPH 110 !.IPK 120 IJPH 221/<.;f 321/SF 571/SF
1. CONCRETE: 1/4\1-1/8' CONCRETE SCREWS 012' DG.------>2 0 l' D.C.
2. WOOO FRAME 1/4.'2" LAG SCREWS 0 It 0G.uu------->2 0 " O.C.
NOTES: WOOD STRUCllJRES $HoolD CONNECT TO TRUSS Buns OR THE SUB fACIA
FRA),IING I'fHERE POSSiBlE ONLY 15r. \f SCREWS CAN BE OUTSiDE THE
TRUSS BUlTS/SUB r AClA AND THOS( AREAS SHAll HA \{ DOOBlE ANCHORS
ALL SCREWS INTO THE HOST STRUCllJRE SHAll HAVE M1N 1-1/4. WASHE~S
OR SHAll BE WASHER HEADED SCREWS.
12" x 3" x 3105-H14 RISER PANEL
1 r 075. t
[7
1
PRMRnES
0024'
12"
r
1
003t
12" x 3" x 3005-H28 RISER PANEL
1 r 0.75. t
[]
1
PR(;f'ERTIES
It
r
1
003t
12" x 3" x 3105-H14 RISER PANEL
1 r 075' t
[7
1
PR<:PER TiES
It
r
1
0.040.
A z 0480 nl'oVT z 05€4 pH.
, a +0.438/-0271 in'
A = 0600 in.l'oVT = 0.706 pH.
I = +0610/-0.423 in'
A = 0.60 in.l
'oVT = 0.717 p.l.f. ,
I = +05721-0.46 in.
A z 0.76 in.l
'oVT z 0.717 pH. ,
I = +0.781/-0.711 in.
TABLE I MAX. ROOf PAN SPANS fOR CARPORTS, SCREEN !t "".~_ RXl.iS
AlUMININUM INOOSTRY ST ANOARDS AllOY 3105 H-: 4 &: ,,-:~
PAN SIZE fOR PAN SPA." US( = "W/2 + O.H." S1:[ DR~fflNCS .
10"X !2"X 0.026.__NO OH___j O.H.____j 0.'1 ____3' OK_
100 MPH W. lOAD ,4'- J' 14'-~. 14'. 9' 15'- 5'
110 IJPH W. LOAD 12'- 11" 13'-'" 13'- 6' '4'- 2'
120 IJPH W. LOAD ,1'- 11" 12'-" '2'- 6' 13'- 3'
JO'x 12"X 0.032'___________________________________._______
100 MPH Vi. lOAD 15'- 6' 15'- 8' 17'- O' I". 6'
liD IJPH W. LOAD 15'- 0" IS'. 2' IS'. 6" 16'."
120 MPH Vi. lOAD 13"- 10" 13'. II' 15'- 4' If'. O'
NOTE: SnT()jING Cf THE PAN 1Y1B8ING IS RECOMMENDED :r Sl;Ci1iNC IS NOT
PROVIDED 'II/ I lex 1/2' SCREWS 0 2' O.C. THEN REDUCE TH A3C.'t:
SPANS BY 20't EXAMPLE; 3.0'X 12"X 0026' 'III NO OK. SPAN 11'- 3",
(100r. - 20~) = 1125', 0.80 = g.O' = 9'- 0'
MANUFACTURERS PROPRIETARY SUPPLIES
TABLE' MAX. ROCf SYSTEM SPANS fOR ROYAL ALUMINUl.i SUPER PANS USED ON
SCREEN/YINYL ROOMS &: CARPORTS(OPEN BUILDINGS)
PROOUCT PATENT 14,918,898S
ALUMININUM ALLOY 3105 H-28 MINIMUM YiELD 30,000 PSI
PAN S1ZE fOR PAN SPAN USE = "'/1/2 + O.H.' S1:[ DRA'MNGS .
IIi...D LOADS ON OPEN BUILDINGS SUCH AS SCREEN/VlN'It ROOMS &: CARPORTS
2SX 12"X 0021.____NO OH.______1' OH.______2' 0 H._______}' OH_
100 MPH W. lOAD IS'. 5" IS'. 6' 15'- 10' 17'- 4"
110 IJPH '/I. LOAD 14'- 10" 14'- 11' 15'- 3' '5'. 10'
120 MPH '/I. LOAD 13'- 11" 14'- l' 14'- 5' 15'- 0"
25'X 12"X 0028_____________________________________________
100 IJPH W. LOAD 18'- 11' 19'- 0' ,g'- 4' 19'- 9"
110 MPH W. LOAD 17'. 1. 17'- 2. 17'- 6" 18'- o'
120 MPH w. LOAD 16'. l' 16'- 3" 16'- 7" 17'- l'
2.S"X 12"X 0030_______________________________________________
100 MPH W. LOAD 19'- 10. 19'- II" 20'- t 20'- 7"
110 MPH w. LOAD 17'- 11" 18'. 0' 18'- J. 18'- g.
120 MPH 'Ii LOAD 16'- 10. 17'. O. 17'- 3" 17'- 10'
2.S'X"2"X 0036__________________________________________
100 MPH W. LOAD 21'. 7. 21'- 8. 21'. '1' 22'- 4'
110 MPH W. LOAD 19'. 6" 19'. 8" 19'- 1'" 20'-."
120 MPH W. LOAD 18'- 5' 18'- 6" 18'- 10' 19'- 3"
48" x 3" x 3105-H14 COMPOSITE PANEL
~ f 48" i
11111111'1'111'111'111111111'111'1'111111111'111111111'1'1'111111 (
r
....,
0024": lelf z 0.744 in'l It PANEl CONNECn(lol DETAIlINC\OENTAl
0032" : 1.1f z 0871 n' / It 10 sPAN
15 , EPS CCR!: C-EN'3I1Y
48" x 4" x 3105-H14 COMPOSITE PANEL
~ f 48' r
11','1'1'1'1'111'1'1'1'1'1'11111'111111111','111'111'111'1'111111 (
r
....
0.024' : lelf z 1.032 in.' / II PANEL CONNEcn(lol DETAl INCIDENTAL
0032' : lelf = 1.100 n.' / fl. 10 sPAN
15 I EPS CORE DENSITY
MANUFACTURERS PROPRIETARY SU:lPLlES
TABLE 1: l.lAXIMUM ROOf SPANS fOR EUTE PANEL PROQ!lCT< ;"'0. OR
. STRUCTURAL PIJ.'ELS, INC.
AlUlAlNUM COMPOSITE PANELS STANDARD PANEL W/ALUIA;WM SHEATHING
}105-HI4;'rl-2S ALLOY '0 I EPS CORE DENSiTY
'MNO LOADS
SCREEN &: '~N'It ROOMS, CAR?ORTS, AND 01t;[R IYEN BUILDiNGS
3", 0.019' _____NO_O.H.______,' _OH. ______2' _OH______J' _OK_
100 MPH W. L. 14'- 7" 14'- 8' IS'. I' 15'- 9"
110 MPK W L, 13'. 4' 13'- 5' 13'. 11" ,4'- 7'
120 MPH 'Ii l. 12'-." 12'. 6' 12'- II" 13'- 8. ,
J', 0.024" ___________________________~__
100 MPK W. l. 17'. 9' 17'. II' 18'-}' 18'- g"
110 MPH W. L 15'- J' 16'-.' :6'- g' 17'- 4.
120 IAPH '/I. l. 15'- O. 15'. 2' 15'- 7' '6'. 2'
}', 0.032'______________________________________
100 IAPH '/I. l. 20'- 7. 20'- 9' 21'- D" 21'- 6'
110 MPK W. L 18'- 10" 18'- 11' 19'- 4' 19'. '0"
120 IJPH 'II. L. 17'- 5" 17"- 6' 17'- '0" 18'- 6'
DEAD + U\{ LOAD &: OR/SNOW LOAD (INClUDES 2 #/SF DEAD LOAD)
All BUIlDI~,G TYPES
3'x 0019"___________________________________________
22//SF 12'- 0" 12'- 2' 12.- o' 13'- 5"
321/SF 10'- 0' 10'- 9' '~'- g' 11'- 8.
S711SF 7'- 6' 7'- 9" :'- o' 9'- 7.
3', 0024.
221/SF ----14C8~-14'~'O"----.-:.,::-3~.---15~,o__----
321/SF 12'- 2. 12'- 4' ! 2 - '0" lJ'- 7"
S71/SF 9'- 1. g'. 4' ". 10'- 11.
J'x 0.032'_______________________________
nt/SF 17'- 0" 17'. 2' n' 6" 18'-'"
321/SF ,4'- 2" ,4'. 3' '4- 8" 15'- 5"
S71/SF 10'- g. '0'. 10" 1!'_ 5' 12'- 4'
POST:
)" , 3" , 0060"
SCALLMD
0.72
6063
16
119
r . r . 0.093"
SCALL <:PED
1.08
6063
T6
119
). , 3" , 0.125'
SCALL MD
6063
T6
U4
117
4' , .' , 0.125"
SCALLOPED
6063
T6
1.94
1.~
MEErs THE R~OU1~rrs'
OF CHAPTEP t~J5 sse Hm tD
DA 1'( RE'<1SlCNS cnK
1 94
~~
w w
~6~2
~~~go
~~i~:;
25~~l.nZ
_~:fClo
~~5~~
>-oag
~O(.,;.,;
8~~)12;
z~w~u
~~~~~vi
z~o( 0:-
8~.2oQ:~
:'J~S~~?5
::c . --<)-
~Wi!!:~:;Ii5
i:'Stso<=~u
oziX~-,o(
~~::>~...<..>
~:5~'i!iX~
<= 8-0::>
~~~~~~
c;~uVlgE5
'J!""~I3C>.
~~~~~w
'l1l:oC>.o(";
V> V>
~w
~~
~~
~i5
is''-
i/'I~
~~
",!l<
~~
0'"
.~~
~u
f:ii
~~~
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~o~
~~~
w~::>
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ex:
UJ
>
o
o
a
:J
o
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~
@,
g"~
J~
~
~
, U
to g m
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~ I ~~~
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. !i""ts.
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cd] ::~'"
I'-!OV G 9 iS3~
SEAL
SHE[ T ,
~~
~ 3
MANUF ACTURERS PROPRIETARY SUPPLIES
TABLE I: CONTINUED; ~AX)MUl/ ROCf SPANS
'MND LOADS
SCREEN &: "N'rt ROOMS, CARPORTS, AND DTl1ER !YEN BUILDINGS
4'x 0019' ____NO_OH_______I' _OH_____2' _OH______3' _OH_
100 I.IPH W. l. 18'- 0" 18'- l' 18'- 5" 18'- II"
110 I.IPH W. L. 16'- 5' 16'- 16" 16'- II" 11'- 6'
120 I.IPH W. l. 15'- 2' 15'- 4' 15'- 8' 16'- 4'
4' x 0.024. __________________________________________________
100 I.IPH W. L 20'-'" 20'- 3' 20'- S" 21'- 0'
"0 I.IPH w. L. 18'- 4. 18'- 5' 18'- g' Ig'- 4'
120 I.IPH w. L 11'- 0" 17'- I' 11'- 6' \8'- 0'
4 'x 0032.________________________________________________
100 I.IPH W. l. 21'-." 21'- 5' 2I'-!f 22'- 2'
"0 I.IPH w. L 19'- 5. 19'- 5' 19'- 10" 20'- 4"
120 I.IPH '1(. L. !8'- 0" 18'- 1" 18'- 5" 19'- 0'
f)ANUF ACTURERS PROPRIETARY SUPPLIES
TABLE 1: CONTINUED; MAXiMUM ROCf SPA.'IS
'MND LOADS
SCREEN &c "N'rt ROOMS, CARPORTS, AND ono !YEN BUILDINGS
5' x 0.019' _______NO_O.H_______ I' _OH.________2' _OH._____3' _OH_
100 I.IPH W. l. 20'- g' 20'- 10' 21'- I' 21'- 7"
110 I.IPH 'N. L 18'- II' 19'- 0' 19'- 4' 19'- 10'
120 I.IPH w, L. 17'- 6' 11- 8" 18'- 0' 18'- 6'
S"x 0.02.'
100 I.IPH W~-L~---21~--8,;-----21~7----;;2;::--~--21=--~------------
110 I.IPH W L 19'- g" 19'- 11" 20'- 2' 20'- 8'
120l.lPH W. L. \8'- 4. 18'- 5' 18'- g' 19'- 3.
S"x 0032"
100 I.IPH W~l~-- --227'--7;------22' --8"---22' - -ij;---2 3' ---~----------
110 I.IPH W. l. 20'- 7" 20'- 8" 21'- 0" 21'- 5"
120 I.IPH W. L 19'- l' 19'- 2' 19'- 5. 20'- O.
OEAD + LM LOAD &c ORISNOW LOAD (INCLUOES 2 IISF DEAD LOAO)
ALL BUILDING T'i't'ES
.'x 0.019'______________________________________
22tlSF '4'- 10" 15'- 0" 15'- 4' 16'- o'
3211SF 12'- 3" 12'- 5. 12'- II" 13'- 8"
5711SF 9'- 2' g'- 5' 10'- 0' 11'- O.
4"x 0.024._________________________________________
2211SF 15'- 7. 15'- 9. 17'- l' IT- 8'
3211SF 13'- g. 13'- II' 14'- 4' 15'- 0"
571/SF 10'- 4. 10'- 5' 11'- l' 11'- 11'
4.x 0.032. _____________________~____________________
22IISF 17'- 7' 17'- 8" 18'- 0' 18'- 7"
321/SF 14'- 7. 14'- g. 15'- I' 15'- g'
5711SF 10'- II. 11'- l' 11'- 7" 12'- 5.
OCAD + uvt lOAD ole ORISNO'lllOAO (INQUOES 2 fl;; DEAD lOAD)
ALL BUILDING T'iPE S
6"x 0019'
2211SF ----,i~-,~-----,1~--3;-----;r~r--~2;----------
3211SF 14'- t 14'- 4" :4'- g' 15'- 5.
571/SF 10'- 7. 10'- 10" 11'-." 12'- 2"
5"x 0024. .
2211Sf --------,i~l,;------I8'~-o_-----la::-~---lac_~-----------
3211SF 14'- 10' 15'- 0" 15'- 4" 15'- 0'
57t/SF 11'- l' 11'- 3" 11'- 10" 12'- 7"
6"x 0.032'
2211Sf -------,i~-8~-----18~-9;-----~i'~-~----1~:--7,;-------------
32t/SF 15'- 5' 15'- 7" 15'- II' 15'- 7'
5711SF 1"- 7" 1"- g" 12'- 3" '3'- 0"
TABlE 4: MAX, ROOf" AREA FOR ALUMINUM CARPORT POST
FOR AlLOWABlE ROCf AREA USE 'TRIBUTARY AREA O\1:R POST.
EXA.lApt(; S/2 = 1 &c 'N12 = 6', + 2' O.H = ]'x 8' = AREA Cf 56 SF
POST TYP[ ),tAX. ALL OW. ROCf ARE A F OR V ARIOlJS TYP( POS T IN SF
OCSlGN_lOADS_AND 'MNO_ "fLOClTY _LOADS_
P~OW!S T T MAX I WALK ON 100 I.IPH "OI.IPH 1201.lPH.
,~. '" ----------------------
2' - O. 5,200 260 347 289 248
lS'- O. 3,640 182 243 202 173
2"x_2'x_D.093. _OR_2'x_3.c0050" _EXTRUSlON._______________
r - 9' 6,960 348 454 387 331
12'- 0' .,060 203 270 22S 193
3' x_2. x_0070. _EXTRUSION' ___________________________
8'- 2. 7,100 425 567473 406
12'- o. 4,970 249 331 276 23S
3.x_l.xO.060. _SCALlG'ED.__________________________
11'-10. 8,640 432 576 480 411
1S'- O. 6,120 :IOS 408 340 291
3. x_3.x_0.90. _ruBE' _________________________________
1"-10' 12,960 648 864 720 517
16'- O' 9,18O 459 612 51~ 437
3.x_3.x 0.125"_ TUBE.______________________________
'3'- 3. 13,500 575 gOO 7SO 643
15' - O. 8.000 500 667 556 476
..x_ ..x 0 125. _l\JBE' ____________________________
15'- g. 23,280 1154 1588 1293 1109
2(f - O' 18,430 921 1229 1024 878
. ALLOY 6063 T-5
.. ALLOY 3105 H15
TABLE 3: SCHEDULE OF POST TO
BEAM-SIZE--------- -- ----- --
~~~ SIZE ~ ! OF lliRU ~Q~TS R~QUIR~~
MINIMUM II /rnRU BOLTS @ L= 0 + 1/2"
POST SIZE 1/4" 3,'8"
3"X 3"X 0,06" Scalpd 1
3":C 3"X 0.06"" 1
3"X 3"X 0.06" 2
3"X 3"X 0.06" 2
3"X 3"X 0,093 3 2
3"X 3"X 0,093 3 2
3"X 3"X 0,125 4 3
3"X 3"X 0,125 4 3
2"X 3"X 0,05" TILT
2"X 4"X 0.05" TILT
2"X 4"X 0,044" X 0,12" 5MB
2"X 4"X 0,044" X 0.15" 5MB
2"X 6"X 0,044" X 0,12" 5MB
2"X 7"X 0,050" X 0.13" 8MB
2")( 8"X 0.070" X 0.23" 3MB
2"X 9"X 0"070' x 0,23" 5MB
TABlE S: ISQATm FOOTINGS
I.IAXIM\JII R~ AREA IN Sf FOR CARPQR T POST Vi IlSiXA ItD Foo TINe
F DR BEL OW US TE 0 'NiNO "flOCt TV UPliFT LOADS
100 I.IPH IIOI.IPH 120l.lPH
FOOTING TYPE &: SIZE
POUR[D CONCRETE
1'-O"x ,'-o"x 1'-0.
1'-."X 1'-..X 1'-4.
1'-S"X I'-S.X 2'-0.
1'-8.X 1'-8"X 2'-0.
,'-8"X 1'-8"X 2'-6.
2' - o'x 2' - O'x 2'-0'
l' -5"X 2' -5'X 2'-6.
25
72
136
'56
229
288
3a6
21
51
116
134
196
257
33'
29
86
153
187
275
345
463
PRE-CAST SlAB wi 801 SACK-CRETE &: BACKFIlL OvtR SlAB
1'-..X I'-n 1'-.. 117 97 56
TABlE 2: tolAX. ROCf BEAll SPANS FOR CARPORTS, SCREEN &: VlN'rt ROOMS
AND OTl1ER OPtN STRUCTURES wi SiXlO ROCFS 6063 T-5 ALLOY
BEAM SlZE NOTE: FOR SPA.~ "L. ON OR AiliNG USE IIID~ ''If 12 + O.H.
2'x 3.xO.OSO' TIlT BEA~ EXAMPlE: 'MD~ = 14'/2 + 2'= g'
'MD~ 100 MPH W. L 110 I.IPH W. L 120 I.IPH W L
5' g'- 3. 8'- 5. 8'- 0"
5' 8'- 5. T- 8' 7'- 4.
T 7'- 10' 7'- ,. 6'- g"
8' 7'- 4" 6'- 8. 6'- 4.
g' EXAMPlE 5'- 10' 5'- 3" 5'- II.
10' 6'- 6' 5'- 11' 5'- 8'
11' 5'- 3" 5'- 8" 5'- 5'
12' 5'- 11" 5'- 5. 5'- 2' _
2'. ..x O.OSO.x TIlT BEAI.l
5' 11'- 3'-----10~r----g::_~-----
5' '0'- :r g'- 5" 8'-1'"
1 g'- 6. 8'- 8' 8'- 3.
8' 8'-11' 8'- 2" 7'- 9'
g' 8'- 5' 1- 8. 7'- 3'
10' 8'- 0' T- 3' 6'-""
II' T- 7. 6'-1" 6'- 7.
11' T- 3" 5'- 8. 6'- 3.
2"x ..x 0.04... 0120' S.I.IB. ___'-__________________
5' 14'-10" 13'- s. 12'-10.
5' 13'- 5" 12'- 4. \ 1'- 8"
l' 12'- 5" ,,'- 5' 10'-10"
8' 11'- 8' 10'- 8' 10'- I"
9' 11'- o. 10'- l' g'- 5'
10' 10'- 5. g'- 5. g'- o.
11' 10'- o. g'- l' 8'- 7.
12' 9'- 5. 8'- 8. 8'- 3.
2.x 5.x OOSO.. 0120' 5.I.IB. ___________________
5' 17'- 6" 16'- 0" 15'- 2"
6' 15'- o. 14'- 7' 13'-10.
T 14'-10' 13'- 5' 12'-10.
8' 13'-10. 12'- 7' 12'- o.
g' 13'- o. 11'-11" 11'- 3'
10' 12'- ,. 11'- g' 10'- 8'
11' 11'-10' 10'- 9. '0'- 3"
'2' 11'- 3' 10'- 4" g'- g.
2'x 6.x OOSO.x 0120. S.I.I B. ______________________
5' 18'- g'
6' 18'- g.
T IT- 4'
8' 16'- 3.
g' \5'- 4.
10' 14'- 5.
II' 13'-10.
12' 13'- Y
tx 7.x OOSO.x 0.120. S.f.lB.
7' 19'- 1. ----17~?-----~::-5,;----------
8' 17'-10. 1S'- 3' 15'- 5.
g' 16'-10. 15'- 4. 14'- 5.
10' 15'-11" 14'- 5. 13'- g'
II' 12'- 2. '3'-10' 13'- 2"
12' 14'- 5. 13'- 3" 12'- 7.
13' 14'- o. 12'- g. 1"-10.
t4' '3'- 6. 11'- 3. 11'- 4.
2.x 8.x 0070.x 0224. S.f.lB. ______________________
7' 25'- 10. 23' - 7. 22'- 4.
8' 24'- 2' 22'- o. 20'-11.
g' 22'- 9" 20'- 9. 19'- 8.
10' 21'- 7. 19'- 8. 18'- 6.
II' 20'- t 18'- g. 17'-10.
12' 19'- 8. 18'- o' ,1- ,.
13' 18'-11. 17' - 3" 15'- o.
14' 18'- 3. '5'- 8. '5'- 5.
2.x 9.x 0070.x 0224. S.f.lB.
1 28'- o.
8' 26'- 2'
r 24'- ~
10' 23'- 5.
II' 22'- 4.
12' 21'- 4.
13' 20'- 6.
I.' 19'-10.
17' -10'
11- 1"
15'-10"
14'-10.
14'- o.
13'- 3.
12'- 8"
It - ,.
20'- 6'
15'- 5.
15'- o.
14'- ,.
13'- 3.
12'- 5.
12'- o.
1"- 5.
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