HomeMy WebLinkAbout96-6205
BUILDING PERMIT N~
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
620i/3
}?O'~
~
Date
It) ~c29-96
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Pmperty Owne" ,~~
Job Address: 0 ~ "I
Parcel 1.0. # / () - d-6 . J-I - / - / tJ A-
Water Meter:
T.LF.'s:
Zoning: Z Energy Code:
Description of Work _ A ,,;7 e;/ 4-1 _ A-€~
Radon Gas: 1,..3 ..,s-
FINAL
NO OCCUPANCY BEFORE C.O.
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
P~rm;tFee ~
Slgnature~ __-
Company
Address
Telephone#
Valuation or
Contract Price
9 !7--s~. crv
City License Registration # J JY b
State Certified License#
a-I (J1~~f O~d~
BUILDING 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.
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. ,n . CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
OWNER <2Q{UJ I YJ S 1\ ~ (J1l-R
JOB LOCATION ,5'8. 14- g ~ A,{) /i1 C) c;l ~
PARCEL I. D. #
SHOW ALL EXISTING &: PROPOSED STRUCTURES-GIVING DIMENSIONS & SETBACKS.
FX,Sf. t\
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
PrOfoy'e\
Sl('{PL-'\
!;Y\J-
CIO~\Ar-{
E
)(
,
,
$
.-t
I
"
J-
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
~
FRONT PROPERTY LINE
(NOTE EXAMPLES 1 & 2) STREET
1- SETBACKS FOR R1, R2 ZONING
60'
10'
P E
R X
0 I
. 10' P S 10'
0 T 1 0'
S I
E N
D G
20'
FRONT PROPERTY LINE
2. SETBACKS FOR R3 ZONING
60'
10 '
10' EXISTING 10'
,
~ROPOSED
20'SGL FAM 30'DUPLEX
1 O'
FRONT PROPERTY LINE
FOR CARPORTS OR LIKE STRUCTURES PLEASE COMPLETE THE FOLLOWING:
( 1) DESCRIBE WHAT TYPE: FREE STANDING OR AT'l"ACHED (CIRCLE ONE).
(2) IF ATTACHED, HOW IS IT TO BE FASTENED TO STRUCTURE?
(3) DESCRIBE POST SPACING &: FASTENING (IF TO CONCRETE, IN WHAT MANNER?)
(4) GIVE DIMENSIONS OF CARPORT LENGTH, WIDTH, & HEIGHT:
(5) GIVE AMOUNT OF OVERHANG FROM STRUCTURAL SUPPORT:
(6) COMPLY WITH REQUIRED SETBACKS AS GIVEN IN ABOVE REFERENCED PLOT
PLAN.
( 7) SUBMIT DETAILED DRAWING-
(8) FIBERHESH CONCRETE IN DRIVEWAYS ONLY - EXCLUDING R.O.W.' S.
LAKELAND
PLANT CITY
A-1 Quality Aluminum Improvements, Inc.
5050 Gall Boulevard
Zephyrhills, Florida 33543
Florida State license No RX0059085 (813) 782 -5946
CASH SALES
THIS AGREEMENT is made am entered into this ~ 2.
CONTRACT
dlyofOd
,19 9 ~ by and between
A-I QUALITY ALUMINUM IMPROVEMENTS, Inc. 5050 Gall Blvd Zephyrhills, FL 33541
(hereinafter called "Contracto(') and z:oP \AI /11 S 1\ '( 0 W , (hereinafter called
"ONner),wtuseajjresss: 6--S It;. ~ RoA-{) ()\Q8~ n1o.RQ. Z..fI, Phone: 78'3 -SSO)
1. Contractor shall furnish labor and materials for the following improvements to be made at the premises located at:
WHEREAS, Owner wishes to retain the services of Contractor to provide the materials and workmanship more specifically
desCribed below, and .
WHEREAS the parties wish to reduce to writing the terms of their agreement.
NOW, THEREFORE, in consideration of the promises and mutual covenants contained herein, the parties agree as
follows:
~
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LAJ bI-1- e vtR--~
I & Xl h
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"< .
I
9~
lJeneJR
A>>
11011
~~
UJK
w
S""'~
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.....
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~(~/~
~ ~ ~~ TOTAL CASH PRICE: q 7-r; crV
s
OK Ite~ ~ 0 LESS DOWN PAYMENT: l '75". Q 0
s
8" 00, orrr-
BALANCE DUE ON COMPLETION: $
2. VVork will beoin within approximately alter credit is approved il any amount of this contract.
IS to be financed. Otherwise, work will begin within approximately 01 signing this contract. Work will be
completed within approximately working days. Contractor will not be liable for delays beyond his control.
3. II IS agreed tnat tnis contract shall not become binding upon the Contractor until it is approved by an olflcer of the
company
4. Any representations or agreements not contained herein shall nol be binding on ellner parl~. All 01 the agreements and
underSlandlngs 01 each party are contained herein. .,
5. In the event it becomes necessary for the Contractor to employ an attorney to recover monies due under this agreement, or to
enforce any of the terms and provisions hereof, Owner(s) will be liable for, and agree(s) to pay, all costs and expenses, including
reasonable attorney's fees, necessarily incurred by Contractor as a result, regardless of whether suit is filed or not.
6. All unused materials shall. under any conditions. remain the property of the Contractor.
7. The undersigned warrant(s) that he is (they are) the owner(s) of the above mentioned premises and the legal title thereto
slands of record In hiS (their) name(s).
8. "BUYER'S RIGHT TO CANCEL": This is a home solicitation sale, and if you do not want the goods or services. you may
cancel thiS agreement by prOViding written notice to the seller In person, by telegram, or by mail. This notice must indicate that
you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you
sign Ihls agreement. If you cancel thiS agreemenl, the seller may not keep all or part 01 any cash down payment.
9. In the event Owner attempts to cancel this agreement after the date and time allowed for cancellation under paragraph 8 of this
agreement, Owner(s) will be liable for, and agree(s) to pay Contractor, all damages which Contractor sustains as a result of such
cancellatio n, including loss of profit, Contractor's cost of any materials specially fabricated, and a 15% re-stocking charge for all
materials required for the work specified above.
THE OW R(S H E CKNOWLEDGE(S) RECEIPT OF A COMPLETELY
TITLE
_LYLu~
OWNEH
---"
Lie. II
;...PPHC\'E~8Y
OWNER'S NAME Ed LV,- y\ ,5 1'\1 d .f!-J-
OWNER'S ADDRESS ,. J I L./ f5 1'0 ad IYl ~ re-
.
JOB ADDRESS S Q /7? e
PHONE
6?~~
19...?~%s 0 /
PL- '::? :3, '). Y'O
APPLICATION FOR PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
2 yo/..yr A ,. J (.5
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL LD.' 10 -:;tt, - .:2/-/- /1Y/1-
(OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install
_Sign
_Kove
_Demolish
PROPOSED USE: _Single Faaily
_KIF
_' of Units _K/H
_ec-ercial
_Indust.
_Swia. Pool _Other
_Restaurant Ii: Health Department Approval
DESCRIPTION OF WORK: Sc I P e.t"'l r< 00 /Y\.
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL:
COMKERCIAL
ATTACH (2) PLOT PLANS Ii: (2) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS.
ATTACH (3) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~~ING
PERMITS REOUESTED
$
97:r'.~
Valuation of Total Construction
_ELEC'fRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_KECllAllICAL
$
Valuation of Kecbanical Installation
_PLUMBUm
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA'l
YES NO
******************************************
. -9yG
CONTRA~ECTI06 '1~
B1l1LPER & ~ ro_ /1./ {) U Cl j, f y 17 fa,.. ; Jr '-< /VI
'- State Cert.' or Regist. /, IfX t),~C}CJPS .
Signatur --- City License Registration ,
******************************************
ELECTRICIAN COMPANY
State Cert. or Regist. ,
SianAture City License Registration ,
******************************************
PLUKBER COMPANY
State Cert. or Regist. ,
Signature City License Registration #
******************************************
KECHANICAL COMPANY
State Cert. or Regist. f
Signature City License Registration f
************~*****************************
OTHER COMPANY
State Cert. or Regist. ,
Signature City License Registration t
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
.> . CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pertit .ay be subject to .deed restrictions. which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has 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 lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireaents .ay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departaent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
RContractor Sections. of this application for which they will be responsible. If you, as the owner sign 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 lay be an indication that he is not properly licensed and is not entitled to pertitting 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 with a copy of 'Florida's Construction Lien Law - HOIeOWner's Protection
Guide" prepared by the Florida Departlent of Agriculture and Consuaer Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docuaent and prOlise in good faith to deliver it to the
"owner" prior to couencl!lent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a pertit and that all work will be perforaed to .eet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governaental agencies laY apply to the intended work, and that it is
IY responsibility to identify what actions I lUSt take to be in cOlpliance. Such agencies include but are not lilited to:
t Departaent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater Treataent
t Southwest Florida Water Manageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t Arty Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US Environaental Protection Agency - Asbestos abatl!lent
I also certify that, if fill .aterial is to be used in Flood Zone "AR or "A,etc.., it is understood that a drainage plan
addressing a .cOlpensating voluaeR will be sublitted which 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 with the work and not as autbority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall beCOle invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of sil IOntha after the tile the work is coaenced. One 90 day l!Itension of tile, laY be
allowed for the pertit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lUst be logged during each sil IOnth period, or the project will be considered abandoned.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMBlft'S TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORREY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMDCEMEIf1'H.
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUN'lY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
COUN'lY OF
The foregoing instrument was acknowledged
before me this ~ 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
ED<:<: B(Al.l
FRONT AND SIt)[ BOn"" RAILS
,l.ITACH[D TO CONCRE:TE 'filTH
,/,,'u 1/'" MASONRY C1./1D< SH
o 6" FROIol EAo; POST "'~D 2'"
O.G. \,lAX. ,&.NO ....ALLS A WIN.. "
rROW EDGE (f CONCRfTE
, "><2"xO0<<' oPEN BAD<
,l. IT ADiED TO FRON T P'OS T
wn; ,,0 .. 2- SJJS 1olAX.
S" FROU E"CH PURUN
.......0 2'" o.c.
SID[ ... ALL HEADP..R An AO-iED TO
," . 2' . 0.04.' OR El(1iLR MTH
1.l11-/. 2 #'0 .. , 1/2" SOtS
SIDE WALL PVRUNS A 11 AD-i[D TO
,. .. 2' .. 00<<" OPO; BAa<
\loin; j,4jN 2 1'0 .. , 1/2" Sl./S
IN ~[W BOSSES
rRO-l T -.v.u P\JR1JN.
TYP1CAL CORNER
. - 1/....4. LAC 80L TS ~
w/ , 1/." rENDER wASHERS ... .
P(R .' PANEl ACROSS THE .'
FRONT .V€J 2.' O.C. Al.I>IC
SIDE S (WALl< - ON)
DETAIL
ALUIAlNUI.I CO\.{:R ~
3" STRUCTURAl. II6UlA TED
ALU"'INVI.I
KEADER AITA~ TO POST
w/ I.IIN. 2 {10 x , 1/2'
/ IN SCREW BOSSES
2' x 2' ~ 2" x 3" HOllOW ----- 2"><2'. 2"..3". OR ;)'><2'
SEE SPAN T.a.&E HE..oER U HOlLOW sa: S?.&.N TABliS
CHAIR RAIl ,&.ND KID< PlATt: + ~ rOR S\.A.P EX1RV$IONS
2" :2",,0 . L - CHAIR RAIL A l1AO-iED TO
x .0<< HOLlOW RAIL~ ~TI:~W ~~ ' 1/2"
POST AITAD-iED TO BOITOIol __ .,"
wI IollN. 3 {10 x , 1/2' ____ c::' .. 2 .. 0.044 <PEN BAD<
IN ~w BOSstS ~~ BOIT()i.I RAil.
1/"" x 2 1/.' MASO!'.'RY ~. -~ ~ ~
A."ICHOR 0 6' FROI.I EAo; ~ ~
POST AND 2.' Cl G. WAX.
TYP1CAL UPRIGHT DETAIL
~CHOR ," x r ..0.0<<' PLATt:
TO CONCRETt: Win; 11." x 2 '/2"
CONCREI! .6.NQiORS WITHIN 6" OF
EACH SlOE OF EAo; POST 0 2."
D.C. MAX. OR iHROOGH ANGLE 0
2." O.C. ~
1Ool. .:3 , /2' SLAB 2500 P'Sl CONC.
5xS-IOxIO W.W.!"'. OR F18ER UESH
2" x _ EXTR\J~ ptR 1.&.BlE
.:3 {10 x ,. SIolS INTO SCRfW StOTS
,. x 2' EXTR\JSl~
1 , /8' WI Ii. IN C()N(::RE TE
POST TO SASE AND POST TO BEAM DETAIL
2" x 2" OR 2" x .,:3' OR 2' ~ POST
ANCHOR ,. .. 2" xO.O~' PLATt:
TO CONCRETt: WITH 1/.' x 2 '/2-
CONCRE:Tt: ANo;ORS WITHIN S" OF
EAo; SIDE or EAo; =>OST 0 24"
o.c. MAX. OR THROUGH ANCLE C
2." O.C. MAX.
l.ollN. 3 1/2' SLAB 2500 PSI CONC.
6xS-lo.,0 "'Vi.\,,(. OR Fl3LR IolESH
2" .. 2" x 1/1l ANGLE EACH SIDE
A Ti "CH TO POST AND CCNO"tO::
"i lOAD BE-'RINC '~,6J.L WIn;
2 1'0 ~ 1/2' SlolS EACH SIDE
1" . 2' EXTRVSlI>I
1 , /8" IAlN. IN CONCRE TE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
2"~ BE'-l.ol so: TABU .
OY[RHANC v....RiES +
2'-0' MAX.
I
.:3 , /2- SLAB ON
GRADE OR RAiS'..D
rOOTlNC vARItS NO IIAX. (
y
I lUX
~,
~TH '.x 2.
SUJ3 OR ON CR ~
.OOH"
Tl'PlCAl. G\.ASS ROOU illIn; SQJt) ROOF, Ti"P'IC.'It ~T V1rw f1l.~INC
. (HDCHT cF UPRlG<iT rs ~ASlJRED rR(),j
TOP (f ,'d' P\.A TE TO BOITOIol OF WAll. BEAW)
w
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2" x__ BEAU AND COLU\'('''IS
10( AX. COlUMNS, sP ACING
SEE TABLES
~J
TYPICAL GLASS ROOM
NOTt:S:
1. ANo-i~ ," x 2' ClP[}< BAD< [XTRVSlON WlTH T~ 1/4" x 2 1/4" lLNGiH
OR EOUAL l.(AX. (f 2'-0' O,G.
ANO-lOR 1D wAll. Wllrl I 1/2' ,,0 $I.lS MTH "..A$HERS :"'-0" O,C. SPAONC
ANCH~ BEAl.l AN!) COLUWN KNIT BEAW WITH ANo-iOR CUPS A.'"ID (10 SCREWS
AND wASHERS
2, I.IIN. SlAB THlCXNESS F~ SlAB Cl< GAADE IS .:3 1/2' CONCRETt:
S. SEllCT FRONT WALL BEAJ.t rROIo/ T,rar USlNC LARGER "A' VALUE OF
'11'/2 OR W/2 ... 0.1i.
4. "vr IS o..E-'R DISTANcr fROl,j HOST STRUCTURE TO FRONT wALl. BEAl.I
ALUI.IINVIoC AIT/>.CHloIENT
.:3 1/2" C().ICRETt: SlAB 5><6
w.W5. ~ nS(R IiESH ~TE
. . . . . ~"12' ""
1
Y .a.RlES
:s-
V1SOUENE \fJo,P{jR BARRIER UNDER S<.ASS
HAViNG STRUCTURES ABOVE
WEll C()I.l?ACTID Q.EAN FlU. OVER SACRlnCED
~ N.ATURAI. SOIL 9~ RELATIVE DENSITY
CONe. Ftifl) BLOC!< STt:1ol WAlL 8x8x16 CloIU
S"xlr CONe. FOOTING WITH , 15 calT.
LOCATE ON uND!STUR:BE D NA 1Ul'W. SOlL
, #5 \K.:RT. AT CORNERS AND 0 10'-0" o.c.
RAlSED P A 110 FOOllNG
OPTlON.tJ.. CONC~ETE CAP
BLOC!< OR BRIO< ________
1 ,. BAA CONTINUOUS
ANCHOR AlUl.lINW rRAlolE
TO .... ALL OR SlAB ..... TH
1/4"x 2 1/2' TAPCON OR
EOUAL 6" TA.~ STYLE OR
1.lA.Xll,/iJl,/ DlmRENTlAL IN
SOlL H[IGHT
8" x 8" x 16' BLOCK wALL
oc ex OR
G?WND L "^-..
t+- ' f4 BAA "T CCRN[RS AND
"'2" . ~ , "'-0' O.C FlU crus "'''10
"8" .. '. KNOCK OUT BLOCK iOP
~ COURSE WI TH >000 ;-SI
pEA ROCK CONCR( T(
IW
:1 1'4 BAAS I.IIN. 2 1/2"
OfT C-CROUND
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
j
,
Vl
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~ -5 ~
w cr:o c:
...,9: Wcr: 0
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u<
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~ ""0 w Z
0"" g:--' 8 <
~~ -0 u '3
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<08 uw...... 0 l.p.ao.
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Vlbi (.'lal I 5 .0
o~:i:;~?al zw
Z :i 0::. wo
<wo 5~e ~ ~5
~~.... al~~ ~ ~(.'l
(.'l.,.,~ O(.'l_ r= C4. t;
V>(.'l C::zu < Wz
wzw <OU z 0<
O;i iE D::>al ..,,;-
w< ~--,""~ <~
-ao4. "'U\P 0 xv,
~oO ",;';0 ell ~1::'
~....;
o OHI" .l.LUIoI1NVIoI COYE:R PAN OR CON11NUOUS
<--on /1.'" -.<nc.
" ~ ~W 0~ ,. , 'I" """"'.'" ",.sm<
-+---~ ~ .....~ER HEADED sc:RE'<<'S 0 2.'
j l o,c. ALTERN" TE #8 .. 5/8" Sl./S
. IN , W/ 1/2- CXAJ,CETER w"9iER
TYPICAL PANEL
NOTt:S:
1. INSTALl RIGID roA.lot lNSULAilON INTO Al.UI.llNU\.f ROOF PAN.
2 COVER INSULATION \IoITH 0019" PROiICTOR PANEL i'llTH OVERLAPPINC SEAMS.
3. INSULATlO-I PANEL SHAll. BE CLOSED WlTrl Al.UIol\1>/Vl./ END CAP TO SEOJR[ PLACE\o(ENT
A"lD TO Dr5COlJRACE THE NESTING or \tl!LDUf"E AND OR IN$[CTS
-4. PROTECTOR PANEL WIll BE SECURED 9Y Fax 5/8" COR?OSlON Rf:SlS11~ ......ASHER
HEADED ~
5. ~w PATTERN WILl BE 12- ON ALL PERll.IETERS "'''10 2'" o.C. nELD ON EAo; PANEL
6_ AlUlotlHUW END CAP Will BE ATTAo;ED \\\Trl .:!. #5x1/2' CORROSION R[SSn~ WASHER
HEADED SCREWS.
7. SE,>J. AU. SCREW HEADS Win; CAUU<lNG.
co
rJ'J....I
UJ....I
0:<
:)~o:
rJ'J UJ
0....1>
.J>O
(,)Z"
Z-""
UJ>
,Q
Z ....I
LUZO
UJUJrJ'J
a:UJ
(,)0:
rJ)(,)
t')
ro<<CTlCJo/ REOURED
(SEE DETAIL)
P"-N OR ~Tt PANEL$.
/ us( CORROSION RESTS11VE SCREws. PANS
/ A."Di~ w/ ,,0'.<1/2" 0 3IPJoJoI INTO
REctM"lC CHANNEL .A.NO 1 r,Oxl/2' 0
RIDe[ CAP calNECTION TO RECEM"lG
CHANNEL COIoIPOSTt PANELS uSE
1/.... 1+1/2' WITH ~/.' wASHERS SCREW
TriROUGH Rf:C(JVlNC O<ANNEL rROIol TOP
'--.......1 CAULK All C{NN[CTION5.
'" EXTRUDED OR BRf.Al<).lET AL HEADER
0.032' WN.
CONNECTION TO HOST STRUCTURE
~
@,
;-
d"~
C:?:;
i~
@Ii
I;t'I ~ 0> ...
c..:J .. = r-..
0. N.,....
~~ ~~~
W -........
~ 0 ~~:g
~I c:;~
f5cr:co .O>~
r.lltj~~~""
VI ~.... ~!::' ':;'
~~~2~
wQ.....Ii-
-'o~'j~
tdJ o.:Q.l::'...
FASTENED DEn::RUNED
BASED ON CONSTRVcnl>l
OF HOST STRuCTURE
HOST
STRVC~
OR l' ASOA
HOST STRUCTURE ~ FAOA .!c $Ui3-FAOA CONNECI~ REOUlREI.I[NTS FOR VA.~OUS
lOAD CONDITIONS
LOAD ro-JDfilO'-lS
WIND VELOOTY LOADS DEAD + uvt LOADS
CLASS ROQl.IS
HOST STRUCTURE '00 "'PH 110 "'PH 120 IoCPH 22#/Sl' 3211Sl' S71/SF
1. CONCRETt: 1;.,'x~-I/S"' CONCRETt: SCRfWS 0 12' 0.C.------>2 0 I' o.c_
2 WOOO FRAWE 1/.'~2" u.(; SC"<EWS 0 s' 0.C.------------>2 0 ," o.c.
SCREEN. \IlNYt.. AND CARPORTS
HOST STRVCTURE 100 "'PH 110 IoiPH 120 1oI?H 2211'* 32#/,* 571/SF
,. CONCRETt: '/4.x1-1/8- CONCRETt: SCRfWS 0 12" O.G.------>2 0 l' O.C.
2. WOOO fiW,lE 1/."><2" LAG SC"<EWS 0 12- 0.c.---.-------->2 ~ r O.C-_
HOltS: WJOO STRVCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SLI6 ,. /40 A
fiW,llNC WMERr POSSIBLE ONLY 15X OF ~11'S CAN BE OOTSlDE THE
TRIJSS BUTTSjSlJ8 r AO~ AND Tt'tOSE ....~EAS SHALL H/4 VE DOUBlE A/oJcrOR$
ALL SCREWS INTO THE HOST STRUCTURE SHAl!. KAY[ IoiIN 1-1/4' WASrlERS
OR SHAll BE WASHER HEADED SCREWS.
NOT[; NO rOOTING REOUIRED EXC[?i WrlEN A.9DRESSlNC EROSiON
2'-0" l.olJN. . ~IN. 2SDO PSI CONC. WI
BITCRE SLO?E E.-6-10..'0 .....w ~ESM OR
~ rJSER ~ESH TYPlCAl.
. ' , f5 cAR CONT. 1 f. BAR CONi
.:31/2~"5~ ~
""It roo _ c::>o::"nr c>co ~.J.- . 8' j.Sl
wetT JlI!E,.:J.AII{ .~ ~ '
FLA T SLoPE / NO rOO"lNC I.IOD(RA TE SLoPE rOOTINC STt:[P SLoP[ rooTINC
0-2"/'2" 2-/12' - '.-'0. > "-\0'
SLAB DEiAILS ADDRESSING EROSION JOB NAME
ADDRESS
DRAWING \'f, fOR 1 PERMIT ONI V
TABLr l' t..lAXlUUt..l sPANS FOR STAN!)AAt) ALUt..l1NVW ROO> PANELS Of
. Jlo;, K-l. OR 1-<-25 AlLOY
WINO LOADS ~TS, SCR[EN ROOUS, AND OTHER OP~N BUILDINGS
O.H. CQNOCTION NO O. H. " O. H. Z' 0, H. .3' O. H.
1-1/.',,-0.026"
100 a.lPH W. L 7'- t'
"0 wPH W. L 65"_1"
120 a.I?H W. L.
, - 1/.",,-0.0.3Z-
100 wPH W. L f: 5:
"0 wPH W. L. S'
IZO .,pH W. L 5'-10"
1-3/.",,_0.025"
100 WPH W. L 7- 5'
110 wPH w. L 5'- 8"
lZ0 a.I?H W. L 5'- 1"
'-3/'-x_0.0.32"
100 a.lPH w. L 8'- 9'
11<) w?H W, L 7-10"
120 I.I?H w. L 7- 1"
S,,_0.026"
100 I.I?H w. L Lf- I'
HO WPH W. L ,,- g"
120 w?H w. L 10'- S'
S,,-0.032"
100 wPH w. L 15'- ~ I~'- ~
110 w?H w. L 13'-10 t. - 0
120 "'PH W. L 12'- S" 12'-10"
~ LOAD: AlL eulLl){NC T'r'PES
O.1i. CONDfnQN NO O. H. l' O. H.
,-1/."x_0.026"
20 I/~ L L 7- 0"
30 ,fSF" L L 5'- g"
,-1/.',,_0.0..32"
20 IfSF"L L S' - 3-
.30 ,fSF" L L 5'- g-
1-3/',",,-0.026'
20 I/SFL L
30 I/SFL L
1-3/'"x_0.0..3Z'
20 ,IY L L.
.30 I/SFL L
S xJl.026"
20 IIY L L 13'- 3-
.30 I/SFL L 10'- 9-
Sx.J).032"
20 ,/SF L L 15'-'" 15'- Z" 15'- r 16'- 2'
.30 I/SF L L lZ'- 3" 12"- 5' 12'-11' IS- 8"
,. ro~ ~ P"'...u. WIDTH . ~ 'MOTH PlUS wAll 'MOTH PlUS O\{RHANC.
2. THE SJ,tALLEST VALUE Of THE WINO LOAD TABLE ~ Tl-lE LL TA9LE CO~'$.
T.A8..E I: IolAX!l.lVU SPANS FOR STANDARD ALUlo(lNl,JW ROOf PANElS Of
3105 H-28 ALLOY
iW() LOADS; CARPORTS. SCREEN RQOl,I~ ANO OTHER ()P(N BUWSCS
OJ-l CONDfnQN NO 0, H. 1 O.H. 2' O.H. S O.H.
S x O.O~ 100 w?H W.L 15'-1" 16'- l' 16'- 5' 17- 0"
110 IolPH W.L ,.'- 3" ,,'- 5" 1"-10" '5'- 6"
lZ0 Iolf'H W.L 1.3"- 0' 13'- 2" 13'- r 1"-."
S x 0.0..32" 100 IolPH W.L 18'-10- '8'-"" 19'- S Ig'- 9"
"0 IolPH WL 15'-10' 16'-11' ,i- ," Ii-II"
'20 "'PH W.L 15'- ," 15'- 0' 15'-11' 16'- 6"
~ LOAD: AlL BlJIlOlNC T'r'PES .
O.K. CONDITION NO OX " O.H" 2' Ox S O.H.
S x 0.026" 201/SF LL '6'-" '5"- 2' 16'- r li- Z'
3'JlfSF LL 13'- I' 13'- S' 13'- 8" 14'- 5'
S x 0.032" ZOlfSF LL 18'-,' ,8'- 5" 18'- 9' 19'-.3"
3'J1/~ LL ,.'-,," '5'-'. 15'- 5. 16'-"
1. roTAl ROOF PANEL WIDTH - ROOU WIDTH PlUS WAll WOTH PlUS OVERHANG.
2. 1li( SWALUST VAlUE Of THE 'MNO LOAD TABLE OR THE LL TABU: GOVERNS.
lA8lE ,: t.lAXII.IUl,j SPANS FOR INDUSTRY STANDARD AlUIoQNU\l COiolPOSlTE ROOf'
PANELS W/.3105-Hl.jH-25 ALWINUW ALLOY 9-lEATHINC &: 1.01 EPS ~
'MN() LOADS
~rs. SCREEN & VlN'rt. ROQl.IS, AND OTHER OPEN BUILDIN(;$.
O.1i. CONDITION NO O,H. ,. O.H. Z' O.H. :5 O.H.
3-x 0.026" '00 IAPH W.L 15'- ~- 15'- 6- 15'- 10" 15'- 6.
110 I.CPH W.L. '.3'- g- 1S- \I" 1.'- ",- 15'- 0"
120 IolPH W.L 12'- 6' 12'- ~ lS- 2" 15- 11-
Sx 0.032' 100 IolPH W.L 15'- ~ 16'- 9' 1/- 2" 17"- 9"
110 IolPH W.L 1"- II. 15'- if 15'- 5" 15'- l'
lZ0 lolPH W.L 1.3'- r 1,3'- 9- 1.01'- 2" ,,,,'- 10"
,"" 0.026" 100 IAPH W.L 15'- 8- '5'- 10" 16'- 2' 15'- 10"
110 I.lPH W.L 1"- 0" 14'- 2" 1""- 7" 15'- 3"
120 IolPH w.L 12'- 10- 13"- 0' 13'- 5' 1.'- 2"
,-x 0.032" tOO IAPH W.L, 18'- 8- 18'- le- 19'- I' 19'- 7-
1'0 "'PH W.L '6'- g' 16'- 10" 11- 2" 17'- g'
120 "'PH w.L 15'-.3" 15'- 4- 15'- 9" 15'- ."
LM: LOAD (INQUDES 2 ,/SF DEAD LOAD)
ALl BUlLDINC TY?ES
.3"x 0.026"
7'- 5'
6'- 8"
6'- 2"
r~ f
i- I"
~: ~:
7- I"
9'- r
8'- ~
i-Ii'
7' ,...
6'-1''''
0'- ."
8'- ~-
T- 9
7- S'
9'- Q'
8'- 1
1 - 5-
0' r
8"- 9
8'"- r
,~~:- Sf(
" '- 5.
1"- ~"
IS- Z.
12"- .:r
'?::-,'~'
10'-11"
,'f:~
1.3'- r
1"'- 7"
,5' - I'
14' - .'
z: O. H.
S O. H.
7'- .3"
5'- f"
8'- ,.
i - (j"
8'- 6-
i - 0"
9'- 2-
i-l0'
i - ,"
5'- 0"
7'- r
6'- .'
e'- ,"
I-If"
8'- r
7'- 0"
8' -,0"
i- "
9'- 6'
8'- I'
13'- ."
1"- 0'
,:5 -'0'
,f- 6-
,,'- 6"
12"- 4"
3-.:< 0.03Z'
n,fSF 1.3'- I' 13'- 2' 1.3"- 8" ,,'- 5"
321/SF 10'- 10' ".- o' 11'- 5' 12'- 5'
nt/SF ,.'- 2- H'- ,- ,,'- 9' 15'- 5'
.321/SF ,,'- 9' 11'- .11" 12'- s' 13'- 2"
nl/SF 1 y- 5" 13'- &" ".- O' 1"_ 8"
.32f1SF 1i'- I" 11'- S 11'- 9" 12'- 7-
nt/SF 15'- II" 1S'- 0' 15'- 5' 1]'- 0'
.321/SF 1,3'- 2" 1.3'- ." 1.3"- 9' 14.- 5"
PANEL WIDTH - RQOl.l WIDTH .. WAlL I'IlDit1 + DV(R'rlANC
SPAN Of WIND LOAD ~ uvE LOAD ~ALL 'XlvERN
4-x 0.026"
.'x O.O.3Z"
1. iOT....L ROOf
Z. nE: ;.ESS[ R
TABU 2: 1otAX. ROOf 6EAlI SPANS FOR SCREEN .& CLASS ROOUS. UTIUTY ROOUS.
SHEDS AND OltO ENCtosro STRUC'l1..lRrS W/ SOUO ROOf'S
AlUIoIINUW BEAWS ~. &06J T-6 ALlOY
. EXAJ.4PlE: FOR SPAN 1.- (II DRAWN(; use: LOAD WIDTH. "y(" /2 + O.H.
2'x 4.x 0.050" 'IU ElEAW: LOAD WIDTH . 14'/2 + 2'O.H. - g'
lOAD \flITH . 9'; LL 0 Z11/SF BEAtoI. SPAN . 4'- 4"
BEAU SZE B(A.I.I Sf' AN roR 0CSlC?tA TED LOADS
BEAU UY{ lOADWlNO LOAD
LOAD MOTH 221~ 321/SF
2.x 2-xO.0<<- E~
S' S'-Ia- .
6' 5'- <
i "'-If"
8' 4'- r
9' ~- .
'0' 4'- r
,I' 3'-1('
2. x 2'" x 0.050. EX1RVSXlN
5' 6'- f"' 5'- rr 5'- 1" ,'- r 4'- S'
6' 5'- r .'- 6- 4'- r ,,'- 2. 3'"-,,'
r 5'- T 4'- t' 4'- 'S' 3'-11' 3'"- 7"
8' 4'-1 a- S-H" 4'- 0- 3'- r 3'"- 4.
9' ElWoC?LE 4'- r $- S" $- 9- $- s. J'- 2"
10' 4'-. 3'- ~ 3'- r $- S .3"- o.
11' 4'-'. $- 4' s- 5- s- 1" 2'-10"
2." 2"x 0.093 EXT ~ .7'"x 'S'xO.C60. III T 8EAJ.I ~ 2"x S'xO.C60" EXTRUSION
5' 5"- If' 6'- 6. 5"- ~- 6'- 0" 5'- r
5" r- ~ 5'-'" 6'- 1" 5'- 6- 5'-'.
i 0- 9" 5'-6' 5'- r 5'- I' 4'- s-
8' 0- <' 5'- t' 5'- 'S' ,'- 9" ,'- 5"
9' 5"-,,- 4'-K). 4'-It. 4'- o. 4'-'.
10' 5'- 1!' 4'- r ,,'- s. ,'- S- S-l1"
II' 5'- 5" ,,'- 4' ,,'- 5- 4'- 0" 3'"-10.
3-x r" 0.050" ~
5' r- s-
6' 0- ~
i 0- S-
8' S'-Ia-
g' 5'- 0'
10' 5'- S'
,,' 5'- t1'
3"" 2"xO.070" ~
5' 5"- I{"
0' r- r
i r- ~
8' 6'- r
g' 6'- S-
10' 5'-t1-
11' 5'- 8"
2"x 4"x O.o5<1x TIlT au..
s,. g' - <r
5" 8'-u-
i 8'- S-
8' 1'- ~
9' r- S-
10' o-U"
t1' 6'- r
2"x 4~x O.04'"x 0.120- s...a.
S' 12'.,..ttJ' 10'- S' 10'- Ti' g'- 8" S'-11"
6' . 11'- 8" 9"- 6. 9'- Ti' 8'-10" 8"- 2"
r 10'-10"' 8'-10- 9'- 0- 8'- 2" i- r
S' 10'- 1"' s'- 3" 8'- 5" i- S" r-,'
9' 9'- 0' i- g' r-1'. i- 2' S'- s'
'0' 9'- 1- i- 5' r- 6" 5"-10" 0'-"
,,' 8'- 8" i- O' i - Z" 5"- 6" 0'- 0'
1. THE $1./AUER SPAN ffiCII THE LL. ~ THE ~NO LOAD TABLE COvERNS.
4'- V'
.'- ."
4'-0"
s- 9"
3'- 6.
S- "
$- l'
6'- l'
S'- 6'
5'- "
4'-9"
4'- 0'
4'- 3"
4'-1'
6'-10'
6'- S'
5'- 9'
5'- S'
5'- "
. .'-10.
4'- r
8'- 0'
r- s
6'- 9"
6' - 'S'
"-1'.
~- r
,'- .4.
4'-1a-
4'~ 5-
4'- l'
S-10"
S- r
$- 5-
3"- 3"
6'- 2"
5'- r
5'- 2-
4'-10"
4'- r
4'- 4"
4'- 2-
6'-lt'
5" - ,.
5' -10"
S- 0-
5'- 2"
4'-1'.
4'- s"
8'- 1"
r- 5"
6'-10.
~- 5"
6' - 0"'
5'- 9-
5'- 5-
100 WPH
,'- 5"
.'- o.
S - g"
:$- 6-
:5' - J"
.3"- I'
2'-11.
5'- r
5'- I'
,'- 9-
4'- 5"
4'- 2"
3'- ,,-
3' - 9'
6'- "
5'- 9.
5'- .'
.5'- 0'
4'- S" ,
4'- 5"
4'- S'
r- "
5"- 9"
5'- S
5'-10" :
5'- 6"
5'- 2.
.'-11"
',0 WPH
120 lolPH
4'- l'
S- 9"
$- 5-
3'" - 'Z'
$- rf
2'-10.
2'- g'
5'- r
,'- 9.
4'- ".
,,'- "
3'-1 a-
3' - s-
S- 6"
5'-10"
5'- 4-
4'-1'.
4'- 7"
4'- ".
,,'- "
$-It'
6'-10.
S'- S'
5'- 9'
5'- 5.
5'- "
4'-10.
.'- r
TABlE 3: IoLAXlIJUloI HDGHT Of uPRIGHTS F~ SCREEN IoJ-lO GlASS ROCWS
EXiRUSTlCNS AND S05 loUTING 8[AI.IS CK 606-3 T -6 Al~u AUOY
lJS1NC ~ PANEl 'MOTH Y (SU: TYPlCAL GlASS Roc..t DRAWINC). saECT
lRRIQfT REOUIRED rR()U THE "'AX HDCKT ~ FOR EACH EXTR\.1SKJ-l
WI D TH -y('
48' ~" 50"
'" '"
... 1;
.3 <0 Vi
;:t, -5 ::1
~ a:o CJ:
w~ Wa: 0
~a ~Q. ~
~~ ~~ ~
u-< ~
6~ 0'" ~
o 0 0'1 t...J
i-' ~~ : ~
o~ 8:-' 8 0(
~l'" .. - ~ u ~
~6tJ8~ ~ ~O>
0( 08 u...."" 15 lp <0
BI...,u -'01-, 0 I
Vl,-><':>~ 1:3...<0
O-<z ~u~ a:: Zw
zal~ 0::; wo
-<wo sCLe ~ 25
.....~-'al':i.....~ a:'->
~ do "'>=~w
v;~'- a:~iJ 0( w\i
wzw o(15U z 0<
o~ ~:::l~ -< "':n
10.10( <-I uo(-
:t:a:.. ...u.. 0 x'"
....00 t.n~o a:l l:::2i
N"';
~"
66"
78"
rr
'2'
EXTRI.1SION
2",.. 7'",.. 0.0<<"
g'- r 8'- 5" i-l'" 7- 6" i- l' ~- 9"
2-x r" 0.050"
10'- 2. 9'- 5" 8'-10" 8'- 2' r-,," r- 6. i- 7'" 6'-11.
2-x Z"X 0.09.3"
12'-'0' \1'-11" 1"- I' 10'- 6" 9'-1'" 9'- 6- 9'- I" 8'- 8"
SX Z"X 0.050"
10'- S- 9'-11' 9'- S S'- S' 8'- 3- i-I'- 7- 6' r- s
2"'x Sx 0.050.
12'-10' 1"-"- 1"- ,. 10'- 6" 9'-1" 9'- 6. 9'-'" 8'- f5'
S'x rx 0.070"
1$- Ti' '2'- S' ,,'-10' ,r- 2' '0'- 6' 10'- I" 9'- S" 9'- S
NOTES: GlASS ROOWS THE ADDITION CK AN AlLJ'o(lNlJl,t F1WIE v.v-oows w/ GlA.."S
PANES THAT ARE DESIGNED TO " 0 I.lPH 'lW-IO LOAD REOlJlRDoIDoiTS TO THE
. AB<M: \.1PR1GtT SIZES INCREASES THE STRENGTH so THAT ADOlTl<JolAl
fRAUlNG rs NOT R[OUlR[O,
AN~ AUOWABLE LOADS "''10 !.tAX. LOAD AREA FOR ANCHORS
ANOiOR$ tHO v.ooo FOR OPEN BUILDINGS
AlLOWABLE LOAD / WAX. LOAD ARf.A (S.F,) 0 120 ....P.H. 'MHO LOAD
, Of' ANOiORS I 2 3 4
DWAEltR ANCHORx EU&Dl.lENT
a:>
a:>..J
W..J
0:<
::>~o:
~..J~
..J>O
UZ"
Z-v
W>
,Q
Z ..J
WZO
WWa:>
a:LU
00:
(1)<..)
0)
1/4- :I ,- ~1/13 S5. 5281/25 $S, 7921/3a $S. 1,~1/5O $S.
1/". :I 1 1/I' ~96,/'9 S.F, ml/~ SJ'. 1"ee'/57 $.f, 1,58-41/75 SF.
'/.- x 2 1/2' 6001/3' $S. ',~201/63 SJ'. 1.980'/94 $.f. 2.6-4C ,/1 Z6 SJ',
5/1S- x ,. 3121/'5 S.F. 62.' /3IJ s,r, 93Q1/45 s.r. 1.2481/59 s.r,
5/'~ x t 1/2" 4081/22 S.F. 93Q1/'5 s.r. ',4041/67 $.f. '.8121/89 S.F.
5/1~ x 2 1/'Z' 7&>1/37 S5, ',5601/7' SF 2.3401/111 $S, 3.1201/148 $S,
3/8- :I ,- ~1/17 S.f. 7121/34 $.f. '.0681134 $.f. 1,4241/68 s.r.
3/8- x , '/2- 5341/25 s.r, 1,0681/5' SF, 1,6021/76 s.r. 2,1361/'02 s.r,
3/8. x 2 1/2. 8901;.2 $.f, 1,7001/85 S.r, Z,670l/167 $.f, 3.5601/169 s.r,
ANOiORS wo ~lt r~ OPEN 8UllDINGS
ALlOWABlE LOAD / 1otAX. LOAD AAE.A (s.r,) 0 120 W.P.H. WINO LOAD
I Of' ANCHORS 1 2 3 4
D\AI.IETER ANCHORx [WS(t)UENT
'1/.- x 1 1/2- 7571/~ S.F, '.5141/39 S.r, 2.2711/108 S.F. 3JJZ8//144 s.r,.
3/Ti' x 1 '12'" 1,0501/50 s.r. 2.",,/5J s.r, 3,1711/'51 s.r, 4.2281/201 s.r,
V2"'x 2 1/4" 1,4431/69 s.r, Z,8&61/137 $S. ..3Z91/'206 s.r. 5.7721/273 s.r,
~
@,
I-
cS"~
C'~
~~
~~ ~.
E!) ... = r--.
Q. N....
..JIg ,..,~
L!.!J ~ ~ :c '"
10.1 -....11'>
@lO ~~:2
~ I ..J. I
'-0....
a: <Xl . '" <0
r.bt:l:sl~'-'''''
\Jz~zw:;-
~~g~~
wa;)o-fi:"-'
..J . (%: w x
~~od-<
u~o..l-L..
e
~
Of
@
MANUF AC11JRERS PROPRIETARY SUPPLIES
T,A8li I: IolAXII.IVl,/ SPANS FOR ROYAL ALI.1lotlNlJl,/ SUPER PAN PANELS Of'
3'05 H-28 AlLOY
WIND LOADS
~rs, SCREEN ac VINYl ROOIJS, &: OTHtR Q?EN BUIlDINGS
O.H. CONDinoN NO O. H. l' O. H, 2' O. H. S O. H.
2-1/2'" 0.012"
100 loC?H W. I-
110 I.I?H W. L
120 loIPH w. L
2-'/2'" 0028'
100 loIPH W. I-
"0 I.IPH W. L
120 loI?H W. I-
2-1/2'" 0.0:\0"
100 loI?H W. I-
'10 UPH W. L
, 20 loI?H W. I-
2-1/2"" O.O~'
100 loI?H W. I-
110 J.\PH W. L
120 \,(PH W. I-
All. BUILDlNC T'r?ES - UVE LO~
O.H. CQtoIOlTlQN NO O. H. I' O. K. 2' 0, K. SO. K,
2-'/2"" 0.012-
20 I/SF L I- 14' - 8" 14'-10" 15'- 3" 15'-10'
JO IISF t.. t.. 12'- 0' 12'- 2' 12'- S" 1"- 5"
2-1/2',. 0.028'
20 I/SF L t.. 16'-10' I 1- 0' , 1- ." '1-'"
JO IISF L t.. 1,3"- 9' 13'-11' ,.'- ." 15'- 0'
2-1/2"" O.O~"
20 ,/SF t.. t.. 17'- S' 1/- g" 16'- I" 1S'- S-
JO IISF t.. t.. ,.'- 5' 14'- 6" ,.'-n' 15'- r
2-1/2"x O.O~"
20 IISF L L 111'- 0' \g'- l' Ig'- 5' 19'-11'
JO ,/SF L L 15'- 6' 15'- 7" 15'- 0" 15'- 7"
1.'- 9'
1.'5'- S"
lZ'- I'
16'-11"
15'- Z"
lS-10'
II - lI'
15' -,,'
,.'- 6'
19'- I"
II - I"
15'- 7'
TA9l.E I: I.lAXII.IUIol ROa'" SPANS FOR STR\X'tAU. BVl.DlNG S'1'S1UI PROOVOS
ALVI.4ON1J\ol CQI.(?O$IT( PANUS STAt()ARO PANEl. WIALUloliNU\.t ~
~105-HI4(H-25 AlLOY 1.0 , tPS Cl::Rt DOi$lT"f /' t?
'MNO lOADS Ji2.V
SCRtD4 k VINYl ROOlJS, CARPORTS, AND O~(R a>(N BUilDiNGS
:5"" 0.019' JlO_O.H.__,''''O.H. 2' _O.K. . S_O.H._
100 loIPH W. I- 1.'- 7" 1.'- ~ 15'- I' 15'- .-
110 lolPH W. L 13'-." '3'- SO 1S- II" 1.'- T
120 I.(?K W. L lZ'-.' 12'- 6" 12"- II' ,J"- ..
3'" 0.024'
100 loI?H W. L
110 I.I?H W. L
120 IoC?H W. t..
J"" O.OSZ"
100 I.(?H W. L 20'- r 20'- g" Z1'- 0' Z1'- S-
110 Iol?H W. L 'S'- 10" IS'- U" 19'-." 19'- .
120 loI?H W. L 1/- 5" '1- 6" 1/- 10" 18'- ,"
DEAD + U~ LOAD &: ORIs-JOW LOAD (INCU<<S 2 ,/SF DEAD LOAD)
m BlJItDlNG Tl'?tS
,'" 0.019'
221/SF 12'- 0"
321/SF ;0'- 0'
571/<;. 1- 6"
3"x 0.02.'____
nl/SF 14'- S'
32t/SF 12'- 2"
511/SF g'- ,"
J'" 0.032"
221/SF
321/SF
511/SF
VI1NO LOADS
~EN k VINYl ROOMS, CARPORTS. AND OnilR OPEN BUILDINGS
4"" 0.019' _.--NO_O.H. "_O.H. 2'_0.H.
100 loI?H W, L 16'- 0' 18'- ,- 18'- 5"
110 loI?H W. L 15'- 5" 15'- 16" IS'- ,,"
'20loIPHVl..L 15'- Z" 15'-.' 15'- 6'
4'" 0.02."
100 IolPH W. l-
II 0 I.lPH W. L
lZ0 llPH W. L
4"x 0,032'
100 loIPH W, L ZI'-." 21'- 5' 21'- 6" '11- 2'
110 loI?H W, L Ig'- 5' 19'- S- 19'- 10" N- 4"
120 llPH W. t. 16'- 0' 1/5'- 1" 18'- 5" 19"- 0-
DEAD + lJ\'E LOAD k OR/SNOW LOAD (INCWOES 2 I/SF DEAD LOAD)
All. ~ T'YP'ES
."x 0.019-
~I/SF
3211SF
S71/SF
.4'11 0.024"
~//SF
~21/SF
511/SF
4"x 0.032-
~I/SF 1;- r 1/- tf' 1/r- 0" ~- .,..
J2I/SF 1.'- r 1.'- g- 15'- I" 1$-. 9"
S71/SF 10'- ". n'- ,- 11'- r. IT- 5-
DEAD + lJ\'E LOAD c!c OR/SNOW lOAD (INClUDES 2 I/SF DEAD lOAD)
. All. 6U1LDL~ rrP(S .
6." O.Olg.
221/Sf
321/SF
S71/SF
6"" 0.OZ4'
~I/S;
321ISF
S71/SF
6'" 0032'
221/SF
321/Sf
S111SF
WINO lOADS
SCREEN c!c ViNYl ROO\.IS, CARPORTS. ~D OtHE:R OPEN ButLDINGS
6'" O.Olg. NO_O.H. 1'_O,H. "_O.H.
100 I.IPH W. t. 20'- 9' 20'- ~" 21'- I'
110 loI?H W, L 18'- 11' 19'- 0" 19'- 4"
'20 IoIPH W, L. '7'- 6' 17'- 8" 16'- 0'
6'x 0.024'
100 I.IPH W, L 2"- 6' Z1'- g' 22'- I'
\\OIolPH w. L '9'- 9' \9'- ,," 20'- Z"
'20 I.IPH W, L 16'-.' 16'- 5" 16'- 9"
6'. 0,032'________________
'00 I.IPH W, I- ~;r- l' 22"- 8" 12'- 11'
110 1oI?H ~'. l. 20'- 1" 20'- 8" 21'- 0'
120 I.CPH w. L 19'- I' 19'- 2' ,g'- 6"
1"-""
'3'- .'
12'- :5"
,5'-".
U' - 6'
1.'5'- 6"
15'- .'
'3'-10'
lZ'- S"
1;- I"
'5'- S'
1.'- 0'
1S'- 0'
16'- .'
15'- I"
1 1- 9'
16'- 3"
'5'- 0'
1/- ,,"
16'- .'
15'- 2'
II - 5-
15'- l'
14'- 5"
'7-10'
16'- 0"
'4'- 7"
'8'- 9'
11- 0'
15'-8"
16'- 2'
IS'- ."
15'- 0"
19'- 2"
1;- Z'
\5'- 8"
19'- 6"
1;- 6'
\6'- ,.
12'- 2'
10' - 9"
1- 9-
20' - 0'
'8'- 0"
If, - s-
14'- 10'
'2'- ."
9'- .-
17'- 0'
~..c'- 2-
10' - g"
1;- 2'
14'- 3'
10'- 10"
1, TOTAL ROOF P~E1.. l'tIDT1i - ROOhI \lIIOTH PLLIS WALl. WIDTH PLLIS
OVERl-'.A."IG.
2. THE SUALLEST VAluE Of' T'HE w.ND LOAD TASt! OR THE lJ\'E LOAD
TASt! GOVERNS,
20'- I'
IS'- .'
11 - 0"
20'- 3'
16'- S-
I 1- I"
TABLE I: loIAXll.l1J1,l SPANS FOR ROYAL ALI.1lotlNVlol "vi' PANEl.S Of'
310S H-28 ALlOY
lIllNOlOAOS
CAR?ORTS. SCREEN &: V\....Yl ROOlJS, c!c OTHtR fYEN EMLDING$
O.H. CONDlnClN NO 0. H. I' O. H. 2' 0. H. S 0, H,
o.OJO- VI PANELS
100 I.l?H VI. L 15'- 8'
110lolPH VI. L 1.'- I"
120 IoIPH VI. L 12'-10'
O.O~- VI PANELS
100 ,",PH VI. L. 1;- 5"
110 IoIPH lit. L 15'- 7"
'20 I.I?H VI. L 14'- 2'
All. B\JIl.D()olG ir?ES - UVE LOAD
O.H. CONDITION NO 0. H. l' O. H, 2' 0, H, S O. H.
0030' VI PANElS
20 I/SF L L 15'- r 15'- 9" '6'- 1" 15'- g-
~ lISt L. L 12"- g' ,2"-,,' 13'- .' 14'- ,-
0.0~" W PANElS
20 I/SF L. L 1/- 4' 1/- 5' 1/- 9' 18'- .'
~ lISt L. L, 14'- I' ,.'- 3" 1.'- r 15'- 4"
I, TOTAL ROOF' P~EL ""'D~ . ROOhI WIDTH PLUS WAll. WIDTH PLUS
OVERl-'.ANG,
2. THE SUALl1:ST VALUE Of' i}!E WIND LOAD TASt! OR ~E UVE lOAD
T "-Ell! CO\I(RNs'
1.'- 10'
'2'- 3"
9"- 2-
15'- o'
12"- 5.
9'- 5"
'5'-10'
1.'- 2-
, 3' - 0"
1S'-10-
15'- 3'
14'- 2-
16'- r
1S- g"
10'- ."
Hi"- g.
1S'- n",
10'- 6'
IS'- 2"
1.'- r
13'- 5"
, 1- 6"
15'- 8'
14'- 4"
18'- 5"
16'- ,.
'5'- 5-
'1-10"
1/-10"
14'- 9"
1/- I'
1.'- 2"
10'- r
1 1- 3"
14'- ...
'0'- 10-
1/- II"
14'- 10'
11'- ,"
, 8'- 0"
15'- 0"
1"- SO
16'- S'
IS';" 5'
,,'- r
18'- 9"
15"- r
1"- 9'
18'- 3"
16'- 9.
15'- r
12'- 6'
10'- 9'
8'- 6"
15'- J"
12'- '0"
g' - ,,"
, 1- 6'
1.'- 8'
\1'- 5"
20'- 6-
18'- 9'
17- S"
15'- 4'
12"- ,,'
10'- 0"
17- 1"
'4'- ."
11'- I'.
1/- r
'4'- g-
1"- ."
18'- 1,'
'5'- .-
11'- 10-
19'- 1~
15'- 11'
IZ'- 3-
18'- '"
1/- ..-
16'- 2"
, 1'- 5"
,(- 8"
~- r
IS' - 10'
I$'- r
IrS- t1"
18"- I"
1~ 5-
'T- 4-
S _O.H._
18'-U"
11- ""
,"- ."
~- 0"
19"- ."
18'- 0"
11>- (f
tS'- tf'
It' - 0"
rt'- 8'
1$- 0"
tt"- n"
l$'- 2-
Is:- 5"
tt'- 2"
I&'- 10'
1~. o.
,t- r
1S'- .,..
1l"- 1"
I l'- 0"
3' _O.H._
21"- r
19"- 10"
It- 6"
21- 6'
2'S- 8'
IS'- ~"
'}S- 4'
'lJ"- 6-
zt- 0"
\~~~~'f~ 1
sp.o.cm . 2" .0.1:.
. FOR WOOO USE "0 . , 'IX'
EXJST1NC ..osT STRVCT'JRE /. S-1I.5. OR WOOD =_
WOOO F1'W.IE, ~~ SF.o.cm . ,X' 0.1:.
OR Oil-;Ol CONS7RUC. ~ ~
:r Hc..ocR
EXTRUSION
s<:.ou.NT
'i!:
:r RC><Y ~"o;(L
-,e X 9/.:- t:K
SPlICED 0 !' o.c.
OOlH SJD-::5
ROOF PANEL TO HOST DETAIL
,
-I.. f\() 0 \<e~:>- tg'~
JI f/J 1<. f~
ROOF PANEL TO FASCIA DETAIL
e
~ If> I
I- ~
5 .o~
::I -:> ::I
u a:o
:xS Wa: ~
w6 ~~ ::;
j;~ g~ ~ I
5~ elf> '"
i3 ..,~ ~ tJ
0"" ;3 "'8 ~
o;j; ~o U ~
.. Z lI'I
Vl5t18~ (,) ~
~08u""~.9~ ~~
&.:xu (,)5<:' - .b
o-<~ ~~o 6 ~w
2CD 0-- 410
-<w~ ='~E. ~ a(3
Vl~:l6~t::~';i
~'AOO" !:: ~w
Vio.... a:zu -< ..,u
wzu -<aU 2 o~
O~-i!:O::>Q ",,'""
w-< ~..J<.I)~ o(~
:r:a::... ,""U... 0 xV'>
1="00 lI>~O Q ~li
...; ~~
C)
Q)..J
\JJ..J
O:~
:::>~cc
2..Jw
..J>>
ozO
z-o
IJJ>a
z':J
wzO
WW(/)
a:w
00:
0)0
Q)
~
~
~~
~~
~~
~~
w
@o
I
~@J
~ @
fRAME AND AlL:IoflNUU
SCR(EN. V1N'l1. 00 GlASS WAll
s(E O(TAJlS S(cnON 2 00 ~
o C(NTER LE~ P1ER
@ 2-",0" JOIST HANGER EACH ENO
@ 8RlOONG 48" O.C,
HCS T S T'RIJC TUR€:
5/8- PI.. YWOOO
r AC( CRAIN
PERPtNOICl..Jl.AR
TO JOIS1'
NO TE:
Al.TERNA~ ?1'
PINE POS1'
LEOC(R SUWOOT
I, IoU WAlL FRAJ.IING IS" O.C.
(EXct?nCfe 24" o.c. roo
wooo STCRAC€ R~)
2. Pt(R POS T CAN BE: a<<. TED
TO su.a OR CONTlNUOVS
fOOTER OR HAVE ISOLATED
CON~Ei( rOOTER EACH PlER
s(E OETAll
TYPICAL WOOD OECK
NOTE: C(NTER STRIN(;(R R(QIJ~O ONLY
If' O€?TH ~ 0E:Cl< EXC(EOS 10'
HURRICANE ANCHOR EACH JOISi
TO C(NTER STRINGER
1&<1. WQOO ~ws w/
5/8- WASHERS 3 PER PANEl.
/ ALUWNUW CC\1:R (s(E CONNECTICt-I TO
HOS T S TRVC 1'1.1R€:)
\
2"",." SMS
2"",." T<Y PI.A TE
p, T, PINE
-- HURRICANE ANCl-KlRS AND AI. TtRNA TE
srucs T~ -'NO SOTiQt.l
2 INltRNAlL" 00
RECEI~ ~k(l.
- 2 1/4" OC.&.lolE:TER
8<<. rs EACH ANQ(
4 11 Oxl 1/z" $),IS
EACH ANQ!
APPROVED SlOlNG
AS R(OVIRfi)
1/4"x3" oo.rs OR
T-8<<.TS INTO CONe.
SlAS 0 24' o.c. WI
l/a"xl 1/r WASHERS
-+--
J '/2"
t-
AlIJl.ClNl.JW BEAlol f'RAIAING
INTO CORNER OF WQOO f'RAUEO unuTY SHED OE:TAlL
_____ P. T. 2'x4'
t 1/4"x:1" LAG 8<<.T
2 PER POST
'-./ l"a" T~ ANO 60Tro.I
,;r PtA TE, S(;REW 2' O. C.
- POST 2'xl'xO..044" EXTR.
~ l'Ox' llr S(;R(WS 3/
/ POST LllN. TOP AND BOT,
1/4' xl" LAG sa. T
2 PER POST
1/4" THRU BOlT (1)
r AlUUINUW CASTING
POST o3"xo3'xO,I25"
1/4" I4~Y AN~
2/ POST INTO CON~ETE
SCREEN ROO.4 2 0 POS T
ANO 2' -ff O. c.
1/4" I.IA$ONRY AN~
2/ POST INTO CCN~(TE
SCRUN ROOY 2 0 POS1'
ANO 2'-0" O.c.
ALUMINUM SCREEN ROOM
UNDER WOOD FRAME PORCH
ALUMINUM CONVENilONAL CONSTRUCTION
PORCH POST CONNECTION
!.IAX3oOf UF'Uf'T 1
16"x16'
· 24"xl".
f'~Lu (\1 Sn~~: 1
g 10 CONC ErE PAD DE:TAIL
~~ (1.1- RotlJ)flloR~
NOTE: NO roonNG REQl.JIR[O EXct?T WHEN AOOR[~ ERQSlOO
DRAWING Is FOR 1 PERl-.1IT.O"H_.Y . '1:-0. "'IN, LllN. 2500 PSI ro-lC. w/
I' I..... 8U'~( SlOF"e: 6,,6-1Oxl0 W.W. WESH OR
n&R ~ESH T'f?lCAL
J '1:1"~ "8. ~ONT' ~tr :..!: ~
1'101'(: fl3(R Il(9f COlCl<EI( OIl:S ~
HOT Rt(1)JllE ~ lfjH
F1..AT StCf'E / NO roonNG 1.l0000RATE StOPE fOOTING STEEP StOF"e: foonNG
o - 2'/12" 2./12" - 1'-10' ) 1'-10'
SLAB DETAILS ADDRESSING EROSION
EPS wAlt. PANEL
/ 1 1/2" x J- x 0.090"
R( C(1 VlNG CHANNEL
110 x 1/2" 5oU.s' 0 6' O.c. 1ll1N,
J / 4" PI. Y\llQOO DE: 0<
"-
II." x 1 1/2" lAC SCR(W
WI 5/~ WASHER 0 2." o.c.
COMPOSITE PANEL WALL TO WOOO DECK
AlWlN\JU POSi s(E TAStE
J 14" PL Y\llQOO CE:Cl< "
- OOL T 5C:E T Aau:
--- u-cuP
--
LAG SCREW sa TABlE
POST TO VtQQO OEa<
LAG SCREWS
S(E TA8LE
I" x 2" CHANNEl
LAG SCREWS
sc:e: TABLE
SCREEN ROOM WALL TO WOOD DECK
(6) V1RGlN SOIL
is 16"",16-,,4" CONe. PAD
<0 so Las, 2~ F>SI CO-lCRETE
(i) REPUCm SOll.
~ 1/4'x2 II.. EXPAN$l()N BOLT
2 EACH P(R BA5C:
ISOLA TED FOOTER
~ AlLOWA6lE LOADS ~O I.IAX. LOAD AREA FOR ANCH~S
~ INTO WOOO FOR ~(N 6IJllOlNCS
AllOWABlE LOAO / WAX. LOAD AAEA (s'f.) 0 120 "'.P.H. WINO LOAD
I ~ ANO-t~S 1 2 J
OtAUUER ANCH<lRx EJJ6€Ot.lENT
1/4- x I" 2~/113 s'F. 528112~ S,f.
1/4' JC 1 1/2" J~I/19 s". 7911/313 So'.
1/4" x 2 '/2" 6QOIIJI 50'. 1,320//63 S.'.
'ilS" " I" 312111~ $oF. S241/JIJ SoF.
5/16" x 1 1/2" 406a1122 S.F. 9~/1.5 S.f.
5/16" x 2 1/r 7801137 S.f, 1,5001/74 S.F.
3/8" JC I" ~61117 S-F, 7121/34 5of,
3/8" x 1 1/2" 5341125 S.F'. 1,0681/51 Sf.
3/8. " 2 1/7:" 89W/42 S.F. 1,7SOI/SS S.F.
~ INTO CON~ET'E fOR OP(N 6IJlLOlNG'$
loUowABlE LOAD / 1oIAX. LOAD AAEA (S.F.) 0 120 "'.P.H. WINO LOAD
I ~ ANCHa<s 1 2 3
OtAUE T'ER ANCHORx OoI6E:O",(N T
1/4" x I 1/2" 7571/~ 5of. 1.514//39 S.,. 2,271//108 S.F. 03,02811'44 5oF.
3/8' " 1 1/2" I,~/I~ $.F. 2.1141/~ S.F, J,17111151 S.F. 4,228//201 S.f.
I/r J( 2 1/4' 1,<<31/69 S.F. UMI/137 S.F'. 0291120(, SoF'. 5,7721/275 5of.
THROO<;H 8<<.TS POST TO BE:AM rQR OF'EN BVIlOIN<.>
ALlOWABlE LOAO 11oIAX. LOAD AAfA (S.f.) 0 120 I.I.PH. 'MNO LOAD
'~ANCHa<s '. 2 3
OIAUETER ANCHORx (lENGTH . POST THICKNESS + l/n
1/"" "t+1/2" 2,J6el/1l2 S.', 4,712//213 s".
3/8" "t+I/7:" 5,.30011252 s.f'. 10.S00#/~ S.r,
1/2" "t+l/2' 9,4261/4.9 S.f.
4
79211313 s.,. l,~I/~ S,F.
1,18131/57 Sof. 1,~/f7~ Sf.
1,980//94 S.f, 2,S4CI/126 S.F.
9~/14-S s'F. I,24S1/59 S,F.
1.404'/67 S.F. 1.8721/89 s.r.
2,3401/111 S.F. 3,120//148 50'.
1,0681/34 S.F. 1,424//68 S.f.
1,6021/76 S.F. 2,t~II'02 s.r.
2,S7011167 S.F. 3,50011'69 S.F,
.
7,068I/~ 5of.
TABlE I: l.CAX. ROOF' ARl.A rOR AlUUINI.JIof POST rOR A HOOs( PORCH
rOR Al.LOWA8lE ROOF' AREA US( "1<<i.A' :II S X (w/2 ~ O.H.)
EXA.I.IF'!.E; -S- .. r , W :II 12', de O.H. +.. '1: Tl-fUS: "ARiA' :II 50 SF
POST TYPf: MAX. AllOW. ROOF' AA(A roo VARlOOS TYPf: POST IN SF
?OST HGT POST !.lAX , WAU<QN UP TO 55 IISF' .!c 120 !.CPH WINO L
o3-x_~xO,060"...ROU rORUEO.._______________________
r- 9- 8,760 167
o3-x_rxO.06O- _SC.AU~Do_____________________
10'-10" 10.000 190
3"x_rx_0,9Q. _11)8(.
11"-10" 14.~
--------------------------------
277
o3"._3"'x 0.12~" _11)8(.___________
11'- S" 19,4~ ~3
4"x_4"x 0.125- _ruBE: 0______
15'- 9- 26,190
o IoUOY 6063 T-6
.0 ALlOY 310~ HIS
499
~
lr
1
~" x 03" AlU..., POST OR tb
4' J( 4- p, T.P, POST IN
G.tJ.v. POST ANCHOR ANO
4-1/4" J( 2-1/.. TAPW4
J- 1/2' Sl.A8
2 #!!J BAAS EACH WAY
POST TO SlAB Oe:TAJL
~ V1
~ .,~
~ -s
... Cl::o ~
...9: ~o: ~
~a Q,a. Vi
iEi::i <0 0
- o~ 0'\ i
~Q C<Il g
i3 ~~ - lj
0..... a>-J @lo.I ~
~i: ~Q ~
.. z VI
V'l~<Ilw:J ~ z
~o~@~~~~~
tlI~ <.:>913...<0
o-o(~ !()o.:o Zt.l
~.:o~ 0:;:]- t.lo
":'0 ~<1:S:;i ~a
~~d ~~~ ~
i71~'" ~~n ~ ~lj
W~t.l <-o;z: o~
o~;!: ~g~ < <l\ti
~~.... ...0.... g ~~
1"'00 V1;!!;0 (Xl ~a::
~ N'1
0)
21-
::>z
ZW
0) 2~
~::>Q.
::> -' 2
I- <0
000
::>z.....
0:<
~o~
O~
02
~~
II.
~
~
...
@~
); ~~
,. Nro.
..sid O'\'r
l!!I> ~t>~
~ ~::.<o
I lt~r!..
15~ie~
~: ~:i
o J: e
.:0...
. ~ X
~~ ~
SHEET ,
1]
~ <1J