HomeMy WebLinkAbout96-5691
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BUILDING PERMIT---
CITY OF ZEPHYRHILLS Permit :J1!
(813) 788.6611
"7-5691,6
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Date
g-~R-9~
P~
M~
SeWE~r Conn
Water Conn:
Property Owner:
Job Address:
Parcel I. D. #
Zoning: Energy Coje:
Description of Work U- /* Y ~ / ala
4r~-z
NO OCCUPANCY BEFORE C.O.
Water Meter:
T,I.F.'s:
;.~ ~~ fi/duJ1,L,
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Permit Fee
Signature
Company
Address
Telephone#;./' Tfpg -10 /f 9 ~
I ,~_
~ fi~~~
Valuation or ':i!- ' ~
Contract Price ~ 000
C;ty Uc.nse Reg;s".';on # ><
State Certified License#
QI_h1I.1! . ([)U'71.,J;
BUILDING
ELECTRICAL
~ING
M~NICAL
"-
Breakers
Ducts Insl.
Compressor
F=inal
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough I~(J!!:>
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Un'.' ~
~:'~1'. ~~ ~ .,
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLlCATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
A:i!-~~~~~
~ \J
OWNER'S NAKE l'r;<;~. S SEs1A~ PHONE 9/37~7~~.y,9b'
OWNER'S ADDRES~?Ot.:, J:J<9d G- #~/Y RIJ 2.~/>/; Y k'A )//~ ,/LA7-; ---5-3-.:5Yo
JOB ADDRESS .~816 ~ LJ/J. t( & 11~ Y .R.n Z2f11. )?f/l///S /:L4" _llS"--}/o
LEGAL DESCRIPl'ION: LOT(S) 2 9 BLOCK SUBDIVISIONC;U Af,M r tJ9.kf s:"t.tU
---
PARCEL I.D.,1S-- ,;2S--'1. / -DOlt) -/~.c{)OIJOc:J(] (OBTAIN FROK PROPERTY TAX NOTICE)
,
WORK PROPOSED :_New Construction ~Addition _Alteration _Repair _Install
_Sign
_Kove
_DeJIOlish
PROPOSED USE: LSingle Faaily
_KIF _' of Units _K/H
_eo..ercial
_Indust. _Swim. Pool _Other
J.
_Restaurant & Health Deparbaent Approval
DESCRIPTION OF WORK: 'tif:.12 044 .--POO.N?
BUILDING SIZE: /6 X 'J:;'" ~ Square Feet, ? ..,,'? ~e~r
,
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
COMMERCIAL ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQlJ.lRED FOR ALL NEW CONSTRUCTION.
hUILDING
0LECTRICAL
PERMITS REOUESTED
'1)0
,$ cf(, 000 r_ Valuation of Total Construction
AKP Service Florida Power Corp.
W.R.E.C.
_KECHAlfICAL
$
Valuation of Kechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FI.RISBED FLOOR ELEVATIONS:
F'f .
IS PROJECT IN FLOOD ZONE AREA?
"""!
YES
NO
******************************************
BUILDER
CONTRACTOR SECTION
g~d
COMPANY
State Cert. or Regist. .
City License Registration .
**** *** *********************************
~~ ' "~I ~ ~ COIIPARY @ bry1..A /
'~ . I J State Cert. or Regist. .
e , ~~~~ City License Registration'
~. ******************************************
,
Signature
PLUKBER COMPANY
State Cert. or Regist. f
Signature City License Registration .
******************************************
KEGBANlCAL COMPANY
State Cert. or Regist. f
Signature City License Registration f
******************************************
OTRRR COMPANY
State Cert. or Regist. f
Signature City License Registration .
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit lay 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 aay be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireaents laY apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611.
FurtherJOre, if the OIner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner 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 perJitting privileges in the
City of ZephyrhiIIs.
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 - Hoaeowoer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and Conslller Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the
"owner" prior to couenceaent.
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 coapliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby lade to obtain a perJit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perJit and that all work will be perforJed to leet 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 liaited to:
t DepartJent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida W~ter Manageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treataent, Septic Tanks
t US Environaental Protection Agency - Asbestos abateIeDt
I also certify that, if fill aaterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan
addressing a "cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perJit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall beCDIe invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perJit is
suspended or abandoned for a period of six IOntha after the tiae the work is c_enced. One 90 day extension of tile, JaY be
allowed for the perJit 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 six IOnth period, or the project will be considered abandoned.
WARJfING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FIIWfCING, CONSULT WITH YOUR LENDER OR AN AnORm' BEFORE RECORDIHG YOUR HorlCH OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE 00 NOT ffEED TO RECORD AND POST A "NOTICE OF COMMEHCEMENT".
SIGNAtURE: OWHER OR AGENT
SIGHA'I'URE: CONTRAC'I'OR
STATE OF FLORIDA
COmy OF
The foregoing instrument
before me this
was acknowledged
, 19_ by
STATE OF FLORIDA
COUHTY 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
CITY OF
ZEPHYRBILLS BUILDING DEPARTMENT
~C- "S.k)L
6~ ~
JOB LOCATION
PARCEL I. D. # ~ ~ -J..';, ~ \ -tG \ CJ, \ ~6to()Oc\O
OWNER
SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS"
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Cl.Nv (\\ ,
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ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
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(NOTE EXAMPLES 1 & 2)
STREET
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UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
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FRONT PiOPERTY LINE
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1. SETBACKS FOR R1, R2 ZONING
60'
2 . SET~~~S'>'FOR R3 ZONING
\t\ 60'
10'
P E-
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10' P S 10'
0 T
S I
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D G
20'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30 ' DUPLEX
1 0'
FROM"r PROPERTY LINE
FROIft PROPBR"I'Y LINE
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210-52. DwellhlR Unit Recelltacle Outlel.5,
(II) Generall'ruvlsluns. In every kitchen, J3mily 10011I, dining WIlli I, living 10011I, parlor, library, den, 8W1 room, .
hedroolll recreation room or similar wom or area of dwelling units, receptacle outlets shall be installed 80 tbat no pomt
along the' Hoor line in any ~all space i~ 1II0re than 6 n (1.83 m), mea~U1.ed hOli7.ontally, liOln an outle! in that.8pace,
including any wall flpace 2 n (610 11I11I) or more in width and the wall !lllace occupied by fIXed panels m extenor Wall8,
but excluding sliding panels in exteriur walls. The wall sllace alIllrded by Hxed roum dividers, such as freestanding
har-type cOlmters 01' railings, shall he inchulcd in Ihe (,-1\ (1.11.1-1lI) IlIcaStllelllcnl.
As used in this flcclion, a "wall space" shall he consideted a wall unhroken atong the f1IHlr line by dool'Ways, f'lreplaccs,
and similar opening.s. Each wall space 2 n or llIore ((, I 0 IlIIl1 or mOlc) widc shall be l1'ealcd individually and separately
Jj-mn uthcr wall ~paces within lhe room. A wall spacc shall be pelmillcllto include two or 1II0re walls of a room (around
COlllcr ~) whcrc unbrokcn at the lIoor line.
Receptacle outlets shall, inflolar as praclicable, be spaced equal difltances apart. Receptacle outlel8 in floors shall not be
cuunted as pm! of the requited number of reccplacle uutlets uuless located within 18 in. (457 nun) of dIe wall.
The leceptacle uutlets required by this section shall be in addition lu any receptacle tllat is part of any lighting fixture or
appliance, localed wil.hin cabincts or cupboards, orlucatcd over 5 1/2 n (1.68 m) above the floor.
R:'t(ception.' Permanently imtalled electric baseboard heate/~f equipped with.factory-installed receptacle outlets or
outlets provided as a separate as.rembly by the malllyadurer .rhall be permitted as the required outlet or outlets for the
\Vall space utilized by such permanellt{l' installed heater.f. SlIch receptacle outlet.r shall not be connected to the heater
circuits.
(FPN): Listed h8sehoRld henters illclude iU5buclioll5thnt mny lIot pennil.lheir i,,~lnllnti()n below reeelllacle outlets.
210-70. L1Rhtlng Outlets Required.
I ,ighling oullctR Rhall he illRtallcd whcrc Rl'ccilicd ill Scclioll!l 2\(1-70(a), (h), alld (c) below.
(II.) Dwelling Ulllt(!I). At least olle wall switch-colltrollcd lighlillg oullet Rhall be installed ill every habitable room; in
bathroOllls, hallways, slairways, aU ached garages, alld del ached garagcs wilh electric power; and at dIe extelior side 01
outduur entrances or exils. A vehicle dour in a garage shaUnot be considercd as all outdoor entrance OJ exit
Atleasl line lighting lIullel controlled by a light swilch localed althe point of entry 10 tile at Lie, wlderfloor space, uOOty
mOlll, and hasement shall be installed whel e these spaces are used for storage or contain equipment requiring 8ervicing.
The IighLing outlet shall be provided at or lIear the equiplllcnt requiting scrvicing,
Where lighting outlets are inslalled in intedor stainvays, there shall he a wall swilch at each Ooor level 10 control the
lighting outlet where the dinerence belweenl100r levels is six steps or lIIore.
IJ:'t(ceptioll No. I: III habitaf>/e rooms, otl,er thall kitchells alld bathrooms, olle or more receptacles controlled by a wall
sll/itch .rhall be permitted ill lieu (if liRhtillR outlet.f.
Exceptioll No.2: 111 hallways, stai/w~J.'s, ami at outdoor elltmllces. remote, central, or automatic control oflighting
,fhall be permitted.
Exception No.3: Lightillg outlets shall be pemlitted to be controlled by occupancy sensors that are (/) in addition to
wall switches, or (2) located at a customlllJ' \Vall switc:lllocatioll alld equipped with a mallual override that will allow
the .fe/Mor to.fI/llc(ioll a.r a wal/,fwitc:h.
300-4. Protection A~alnst Physical Da1ll8Re.
Wherc sul~iecl Itl I'hYflical damage, conduclors shall be adcquately pmtecled.
(b) Nonmetallic-Sheathed Cables and Elecb'1cal Nonmetallic Tubing through Metal Framing Members.
(1) Nonmetallic-Sheathed Cable. In hoth exposed and concealed locations where llolUnetallic-sheathed cables pas8
through either Jactmy or Held punched, cut or drilled Idols or holes in metal members, dIe cable shall be protected by
bushings ur gtonllncts securcly Jitslened in Ihe opening prior to installation o[the cable.
(b) }'rutedlon rrom Physical Damage. '( he cahle shall he 11Ioleclcd li'OI11 physical damage where necessary by conduit,
c1ecllical metallic tubing, Schedule SO I've ligid nunmelallic conduit, pipe, guard ships, or other means. Where pas8ing
through a floor, Ihe cable shall he enclo~ed in rigid ",elal condnit, intenncdiale metal conduil, eleebical metallic tubing,
Schedule 80 I've rigid nonmetallic conduil, or other metal pille extending atleasl 6 in. (152 nun) above dIe floor.
(b) Metal BOIeS and Conduit Bodies. Whete metal boxes Of conduil bodiell are inslalled with open wiring or
concealed knub-and-tube wiling. conductllls shall enter through illllUlating bushings or, in dry locations, througlt flexible
tubing extending Ji.mn the last insulating sUJlJllll1 mId linnly secured to the bull. or cunduit body. Where raceway or cable
is inslalled wilh melal boxes or conduit hodies, thc raccway or cable shall be sccllred to sllch boxes and conduit bodies.
370-16. Number of Conductors In Outlet, Device, and Junction Boxes, and Conduit Bodies.
Boxes and conduit bodics shall be of sulficient size to provide fi'ee space Ibr all enclosed conductors. In no case shall
the volwne ofUle box, as calculatcd in (a) below, be less than the fill calculation as calculated in (b) below. The minimwn
vnhulle for conduit bodies shall be as calculatcd in (c) below,
The provisions of this section shall not apply to tenllinal housings supplied with motors. See Section 430-12.
Boxes and conduit bodics enclosing conduclors, size NO.4 or larger, shall also comply willI the provisions of Section
37U-28.
(a) Box Volume Calculations. The volwlle of a wiring enclosure (box) shall be the total volwne of the assembled
sections, and, where used, the space provided by plaster rings, domed covers, extension rings, etc., that are marked with
their volwne in cubic inches or are made from boxes the dimensiolls of which are listed in Table 370-16(a).
(1) Standard Boxes. The volumes of standard boxes that are not marked with a cubic inch capacity shall be as given
in Table 370-16(a).
(2) Other Boxes. Boxcs }()O cubic inch (1640 cu in.) or less, other than those described in Table 370-16(a), and
nomnetallic boxes shall be durably and legibly marked by tIle manufacturcr wiUI Uleir cubic inch capacity. Boxes
desclibed in Table 370-16(a) Ulat have a larger cubic inch capacity Ulan is designated in the table shall be pennit1ed to
have Uleir cubic inch capacity marked as required by this section.
(b) Box FII1 Calculations. The volumes in paragraphs (1) through (5) bclow, as applicable, shall be added together. No
allowance shall be required for small fittings such as locknuts and bushings.
(1) Conductor Fill. Each conductor that originates outside Ule box and tenninates or is spliced within the box shall be
counted once, and each conductor that passes through the box without splice or tennination shall be cowlted once. The
conductor fiU, in cubic inches, shall be computed using Table 370-16(b). A conductor, no part of which leaves the box,
shall not be cowlted.
Exception: Where an equipment grounding conducto7' or not overfour.flxture wires smaller than No. J 4, or both,
enter a boxfi'Om a domedflXture or similar canopy and terminate within that box, it shall be permitted to omit these
conductors.from the calculatiom.
(2) Clamp Fill. Where one or more intclllal cable clamps, whether factory or field supplied, are present in the box, a
single volwne allowance in accordance with Table 370-16(b) shall be made based on the largest conductor present in the
box. No allowance shall be required Ibr a cable connector with its clamping mechanism outside the box.
(3) Support Fitting! Fill. Where one or more flXlw'e studs or hickeys are present in the box, a single volwne allowance
in accordance with Table 370-16(b) shall be made for each type of lilting based on the largest conductor present in the
hox.
(4) Device or Equipment Fill. For each yoke or strap containing one or more devices or equipment, a double volwne
allowance in accordance with Table 37U-16(b) shall be made for each yoke or strap based on Ule largest conductor
cOJ\llected to a devicc(s) or cquipmcnt supported by that yoke or strap.
(5) Equipment Grounding Conductor Fill. Where one or more equipment grounding conductors enters a box, a
single volwnc allowance in accordance willt Tablc 370-16(b) shall be made bascd on the largest equipment growl<lina
conductor present in the box. Where An Additional set of equipment g1'OIInding conductol'8, as pennitted by Section
250-74, Exception No.4, is presenl in Ule box, an additional vohuue allowance sball be made based on the largest
cquiplllcnl grounding conductor in I1le additional set.
(c) Conduit Bodies. Conduit bodies endosing No.6 conductors or smaller other Ihan short radius conduit bodies as
dcscribed in Section 370- 5 shall have a cross-scctional area not less I1lan twice Ule cross-sectional area oftlte largest
conduit or tubing to which it is allached. The maximwn number of conductors pennitted shall be the maximwn nwnber
pcnnilled by Table 1 of Chapler 9 for the conduit to which it is attached.
Conduit bodies shall not cont.-un spliccs, taps, or devices unlcss thcy al.c durably and legibly marked by I1le manufacturer
wiUI UICir cubic inch ca)lacity. The maximum number of conductors shaU be computed using the same procedure for
similar conductors in otIler than standard boxes. Conduit bodies shaD be supportcd in a rigid and secure manner.
Box Dimension. Inches
Trade Size or Type
~ K 1 1/4 Round or Oct,,, gon.L1
~ K 1 1/2 Round or Octagona.!
4 K 2 1/ 8 Round or Octagonal
~ x 1 1/4 Square
4 K 1 1/2 Square
4 K 2 1/8 Square
4 11/16 x 1 1/4 Square
4 1l/1l' x I 1/7 Sqllnr0
4 11/16 x 2 1/8 Square
3 K ;,> " 1 1/2 Device
3 K 2 K 2 Device
3 X 2 x 7 1/4 Device
3 x Z K 2 1/2 Vevic:e
3 x 2 x 2 3/4 Device
3 K 2 K 3 1/2 Device
4 x 7. ] /8 x I 1/ 7. Dav 1 c'-
4 x 2 1/8 K 1 1/8 Dovico
4 x 2 ]/8 x 2 1/8 Uevice
3 3/4 x 2 x 2 1/2 MIl!'lollry
B"',/G"ng
3 3/4 K 2 x 3 1/2 MIl!'lonry
lIox/Gang
'.::--MinilOuIII Jnternal Uepth
1 3/4 Single Cover/Gillig
FD--Minimum Interna.! Depth
7 3/B Single Cover/Gang
FS--MinilllulII Internal Depth
I 3/4 Huitiple Cover IGang
J'"j)--.Mi.nilllum internal I>ppth-
2 3/8 Mult.i.pl" Cover/Gang
Maximum Numh~r of Conductors.
Min.
cu. In. No. No. No. No. No. No. No.
Cap. 18 16 14 12 10 8 6
i ;; ~;; - _u_-iJ- --'T ---
EJ.5 10 8
21.5 14 12
18.0 12 10
21.0 14 12
30.3 20 17
25.5 17 14
79. ') ] I} 16
42.0 28 24
"7. ') ') 4
10.0 6 5
]0.5 "7 6
]2.5 8 "7
ILO 9 8
]8.0 12 10
10.3 6 <;
13.0 A 7
]4.5 9 8
fi--5--S~~
1 6 653
10 9 8 7 4
9 8 1 6 3
10 9 8 7 4
15 13 12 10 6
12 11 10 B 5
14 13 11 C) 5
21 10 16 14 8
3 332 1
') 4 432
~ ~ 432
6 ') 5 4 2
7 654 2
98163
r-) 4 4 3 2
6 c, ') 4 2
16') 4 2
14.0
9
!J
"
6
')
2
21.0
14
12
10
C)
8
7
13.5
9
"7
6
9
')
2
18.0
12
10
9
B
7
6
3
1 A. 0
1/'
10
9
A
7
6
3
24. 0
16
13
12
10
9
B
2"~____ BEAM SEE TABLE 4
OVERHANG VARIES -+-
2'-0" MAX.
-r
3- 1 /2' SLAS ON
GRADE OR RAISED
FOOTING
~AX.
UPRI~T l'x 2'
LENcrrl
VARIES NO MAX. ELEV. SLAB OR ON GRADE
. -H-
TYPICAL GLASS ROOM 'MTH SOUD ROOF'. TYPICAL FRONT V1EH FRAMING
. (HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1"x2" PLATE TO BOTTOM OF' WALL BEAM)
f H/2 r
O'H'j
ALUMINUM PANEL COVER _______
w
~
.~
u
~
a:
>--
VI
()
Z
>=
VI
X
w
H/2
2"x___ BEAM AND COLUMNS
MAX. COLUMNS, SPACING
SEE TASLES
1 "~2"~O,040"
"w" VARIES
TYPICAL GlASS ROOM
,~QTES:
1, ANCHOR l' x 2' OPEN BACK EXTRUSION 'MTH TAPCON 1/4" x 2-1/4' LENGTH
OR EOUALMAX. OF' 2'-0" O,C.
ANCHOR TO WALL 'MTH 1 -1 /2" 110 SMS 'MTH WASHERS 2'-0' Q,C. SSACING
ANCHOR BEAM AND COLUM,'< KNEE BEAM 'Mn~ ANC'nOR CUPS AND 110 SCRENS
AND WASHERS
2. MIN. SLAS THICKNESS FOR SLAS ON GRADE IS 3-1/2" CONCRETE,
3. SELECT FRONT WALL BEAM FROM TASLE USj'<G LARGER "A' VALUE OF
'.'1/2 OR W/2 + O,H.
4. "w" IS CLEAR DISTANCE FROM HOST STRUCT\,;RE TO FRONT WALL BEAM
MIN. 2"x2"~O.044' (TYPICAL)
/" SOUD COVE,R
VA~JES
SHEETING BOTH SIDES
1-1/2" ~ 2"
MAX. WlO T1-t 5.:l'
ROUCH OPENING
VARIES
2'l2'
VA~IES
SLAS 3-1/2" MIN.
(SEE DETAIL)
TYPICAL GLASS ROOM WALL
'MNDOW FRAMING CAN ATTACH
DIRECTL '( TO HEADER
~
~
SOUD ROOF'
CONVENTIONAL FRAMING OR
ALL:MINUM COVER SYSTEM
SHEETiNG BOTH SIDES
GLASS 'MNDOW INSTALLED PER
MANUF ACTURERS SPECIFICATIONS
18x1/2' SMS 015" O.C.
IN ALUMINL:M SHEETING
ALUMINUM SHEETING OR V1NY1.. ________
...
TYPICAL SEC110N GLASS ROOM
OPTIONAL CONCRETE CAP
BLOCK OR BRICK
(1) 14 BAR CONTINUOUS
ANCHOR ALUMINL:M FRAME
___ TO HALL OR SLAB '.'11TH
1/4" ~ 2-1/2" TAPCON OR
__________ EOUAL 5" TAPCON OR EQUAL
S" x B" x 15" BLOCK WALL
DECK OR
GROUND L V1...
" (1) 14 BAR 0 CORNERS AND
i--'; 4'-0" O,C. FILL CELLS AND
B" .. KNOCK OUT BLOCK TOP
'" COURSE 'NlTH 3000 PSI
~ PEA ROCK CONCRETE
i--1 1~' '1 (2) 14 BARS MIN. 2-1/2'
OFF GROUND
~
i--
.'
MAXiML:M DIFFERENTIAL IN
SOIL HEIGHT
12"
KNEE WALL F0011NG FOR SCREENED ENCLOSURES
EDGE BEAM
FRONT AND SIDE BOTTOM RAILS
A TTACHED TO CONCRETE 'MTH
1/4" ~ 2-1/4' MASONR'( QUICK SET
o 5" FRCM EACH POST A.'-ID 24"
O.C, MAX. AND HALLS A MIN, 1"
FROM EDGE OF' CONCRETE
1'~2'xO,044' OPEN BACK
ATTACHED TO FRONT POST
'NlTH #10 x 2" SMS MAX.
5" FROM EACH PURUN
AND 24' O.C,
SIDE WALL HEADER ATTACHED TO
l' x 2" ~ 0.044' OR BETTER 'NlTH
MIN. (2) 110 x 1-1/2' SMS
SIDE HAL,- PURLiNS ATTACHED TO
l' ~ 2" . 0,044' OPEN BACK
wi MiN, (2) #10 x 1-1/2' SMS
iN SCREW BOSSES
FRONT WALL PURUN
TYPICAL CORNER DETAJL
(4) 1/4" x 4' LAG BOLTS
W/ 1-1/4" FENDER WASHERS
PER ~' PANEL ACROSS THE
FRONT AND 2~" O.C. ALONG
SIDES (WAL<-ON)
AL\..:MINL:!ooI COVER OR
J" STRUCTURAL INSULA TED
AL'.JMiNUM
HEADER ATTACHED TO POST
WI MIN. (2) #10 x 1-1/2"
/ ________ iN SCRE\'i BOSSES
2" x 2" OR 2" x 3" HOlLOW ~p ~~~r6/s1;' S~~,t;;;LES
SEE SPAN TABLE HEADER -
F~ SNAP EXTRUSIONS
C~AI~ RAIL !,ND KICK PLATE CHAIR RAIL ATTACHED TO
2 ~2 ~O,044 HOLLOW RAIL POST WI MIN. (2) 18 x 1-1/2"
~ SI<S IN SCREW BOSSES
POST ATTACHED TO BOTT~M ______ ," x 2' x 0,044' OPE,'-I BACK
W/ MIN, (3) #10 x 1-1/2 _ ___ BOTTCM RAIL
IN SCREW BOSSES
1/4" ~ 2-1/4" MASONR'( ~: ~ ~ ~
ANCHOR 0 5' FRCM EACH ~ ~
POST AND 24' O,C. MAX.
TYPICAL UPRIGHT DETAIL
{
ANCHOR 1" x 2" xO.044" PLATE
TO CONCRETE \'11TH 1/4" x 2-1/2'
CONCRETE ANCHORS \'I1THiN 5" CF'
EACH SIDE OF EACH POST 0 24"
O,C. MAX. OR THROUGH ANGLE 0
24' 0,0. MAX.
2" x ___ EXTRUSION PER TABLE
(3) 110 x 1" SMS INTO SCREw SlOTS
1" x 2" EXTRUSION
1-1/8' MIN. iN CONCRETE
MIN. 3-1/2' SLAB 2500 PSI CONC.
5x6-1 0~1 0 W, H.M. OR FIBER MESH
POST TO BASE AND POST TO BEAM DETAIL
2" x 2" OR 2" x 3" OR 2" 5MB POST
ANCHOR l' x 2" ~O,044" PLATE
TO CONCRETE 'NlTH 1/4" ~ 2-1/2'
CONCRETE ANCHORS 'MTHIN 5" OF
EACH SIDE OF EACH POST 0 2~"
O,C. MAX. OR THROUGH A.'<GLE 0
24' O,C, MAX.
MIN, 3-1/2' SLAB 2500 PSI CONC.
6~5-10~10 W.W.M. DR FIBER MESH
2' ~ 2" ~ 1/B" ANGLE EACH SIDE
/ ATTACH TO POST AND CONCRETE
A T LOAD BEARING WALL 'NI TH
(2) #1 0 ~ 1/2" SMS EACH SIDE
/ l' x 2" EXTRUSION
I... 1- 1 /S' MiN. IN CONCRETE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAJL
0.75" / 0,0145" ALL:MINI,,;M COVER PAN DR CONTINUOUS
t t 1/ RICID INSULA TlON
:-ffP~r'-----... 5/B" C,"""ON "95"'"
+-- WASHER HEAOED SCREWS 0 24'
L I O.C. ALTERNATE '8 x 5/8" SI.4S
12" ~ wi 1/2" DIAMETER WASHER.
TYPICAL PANEL
NOTES:
" INSTALL RIGID FOAM iNSULATION INTO ALUMINUM ROOF PAN.
2. COVER INSl.JLA TlON \'11TH 0,0145" PROTECTOR PANEL MTH OVERLAPPING SEAMS.
3. INSULATION PANEL SHALL BE ClOSED 'NlTH ALUMINL:M END CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESTING OF' 'MLDLiFE AND OR INSECTS.
4, PROTECTOR PANEL 'NlLL BE SECURED BY 18 x S/B" CORROSION RESISTIVE WASHER
HEADED SCREWS.
5, SCREN PAITERN \'I1LL BE 12" ON ALL PERIMETERS AND 24" O,C. FIELD ON EACH PANEL.
5, ALUMINL:M END CAP 'NlLL BE ATTACHED EITH (3) 18 x 1/2" CORROSION RESISTIVE WASHER
HEADED SCRE'NS.
7. SEAL ALL SCREw HEADS 'NlTH CAULKiNG,
ANCHORS DETERMINED PAN OR COMPOSITE PANELS.
BASED ON HOST / USE CORROSION RESISTIVE SCRE'NS. PANS
STRUCTURE ANCHORED W/ 68x 1/2" 0 (3) PER PAN INTO
~RECEIV1NG CHANNEL AND (1) '10 x 1/2" 0
RIDG€: CAP CONNECTION TO RECEIV1NG
HOST STRUCTURE CHANNEL. COMPOSITE PANELS USE
FASCIA 1/4"~ t+1/2" 'MTH 1/4" WASHERS SCREW
THROUGH RECEIVING CHANNEL FROM TOP
CONNECTION REQUIRED ............. O~ ,8 x 9/15" TEK SCROr., SPACED 0
(SEE DETAIL) ~ S O,C. BOTH SIDES. CAULK ALL CONNECTIONS
EXTRUDED OR BREAKMETAL HEADER
EOUAL TO PAN THICKNESS
HOST STRUCruRE WALL
PAN OR COMPOSITE PANELS.
USE CORROSION RESISTIVE SCREWS. PANS
ANCHORED '11/ ,ex 1/2" 0 (3) PER PANIN,O
RECEIV1NG CHANNEL AND (1) 110 x 1/2" 0
RIDGE CAP CONNECTION TO RECEIV1NG
CHA,NNEL, COMPOSITE PANELS USE
1/4'x t+1/2' 'MTH 1/4" WASHERS SCREW
THROUGH RECEIVING CHANNEL FRCM TOP
OR #8 x 9/15" TEK SCREWS SPACED 0
B" O,C, B0111 SIDES. CAULK ALL CONNECTIONS
EXTRUDED OR BREAKMETAL HEADER
EOUAL TO PAN THICKNESS
ANCHORS DETE,RMINED
BASED ON HOST
STRUCruRE
/
CONNECTION ,REOUIRED
(SEE DE TAIL)
CONNECTION TO HOST STRUCTURE
3-1/2"
NOTE: NO FOOTING REQUIRED EXCEPT 'M-IE,'-I ADDRESSING EROSION
2' -0" MIN.
BEFORE SLOPE MIN 2500 PSI CONCRETE 'NlTH 6~5-10x10 W.W,M,
OR FIBER MESH TYPICAL
CONT,
NOTE:
FIBER MESH CONCRETE DOES
NOT REQUIRE 'MRE MESH
FLA T SlOPE / NO FOOTiNG MoomA TE
o - 2'/12' 2"/12" - "-10'
SlAB DETAILS ADDRESSING EROStON
B"
STEEP SLOPE FOOTiNG
> 1'-10'
AlL:MINL:M A TT ACl-iMEN T
/ 3-1/2" CONCRETE SLAB 5x5
W,N,F. OR FIBER MESH CONCRETE
r
VARiES
3-' /2" MIN.
VlSQUENE VAPOR BARRiER UNDER SLABS
HAV1NG STRUCruRES ABOVE
'NELL COMPACTED CLEAN Fill OVER SACRIFICED
'<A ruRAL SOIL 90"" RELATIVE DENSITY
CONC, FILLED BLOCK STEM HALL axBx15 CMU
5"x12" CONC. FOOTiNG 'NlTH (1) ,5 CONT,
LOCA TE ON UNDISruRSEO '-I A ruRAL SOIL
(1) #5 VERT, 0 CORNERS AND 0 10'-0" O.C.
RAISED PAllO F0011NG
lci:'
~ 12" ~
Joe NAME:
ADORESS:
6e?-/q
16. ~co
fllnl'i'~
!
I
JJ, ~CCMl
ORANlNG FOR ONE PERMIT ONL '(
Vi ~
W
5~ :I
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a" ~~ :;;
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..01 W ~
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"'''' Uu i3 i5
z... ,,!8 ..
..z 3 Z
ilI~ ~~ffl '" "'
W ~ a
ao: ~~i3
~3 5 ~
",w 0"5 := ..
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ww l/t!~ '" ~
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IX)
o
o
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;~.g~rL76
:~'~-~gg
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~~e'~~~.:a
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:) a.. ....J r:l. LL. I... Z
~
ALU...';:..
(,/)
...J
o ...J
Z c(
<(,/)~(,/)
(,/)~oa:
~o-L!J
oos>
ocx:(,/)8
CX:(,/)cx:
z(,/)09
L!J< ...J
L!J..JzO
a:C7L!J(,/)
o L!J
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(,/)
~~
..J
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~c.J
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.,,,
..
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:5"'"
c:;!
... ..,
~~"
~~..
:5~e.
. I- ~ X
~~~~
SHEET,
1]
OF
~
FRAME AND ALUMINUM
SCREEN, VINYl.. OR GLASS WALL
SEE DE:TAILS SECTiON 2 DR 5
o CENTER LEDGER PIER
@ 2"xS" JOIST HA,NGER EACH END
@ BRIOG1NG 48" O.C.
HOST STRUCT1JRE
EPS WALL PANEL
3/4" PL~NOOO DECK
'"
5/8" PL YWOOO I
FACE GRAiN I
PERPENDICULAR
TO JOIST
1-1/2" X 3' X 0.062"
RECEIVING CHANNEL
,8 x 1/2' S.f.4,$. 0 6' O,C. MIN.
1/4" x 1-1/2" LAG SCREW
'11/ 5/8" /lASHER 0 24' O.C.
COMPOSlTE PANEL WALL TO WOOD DECK
ALUMINUM POST SEE TABLE
'MDT'rl (VARIES)
KNEE BRACE REQUIRED
FOR HEIGHT OVER 4'-0' 3/8"xS" BOLT
3-1/2' CONCRETE SLAB 4'x4' P,T.P, OR
3'd"xO,090" ALUM.
3/4" PL'f'NOOO DECK '"
- BOLT SEE TABLE
-- !..i-ClP
LAG s:.~E'N SEE TABLE
2" x 8"
LEDGER SUPPORT
{)O~~L WALL FRAMING 15' O.C. (EXCEPTiON: 24" O.C. FOR WOOO STORAGE ROOM)
2) PIER POST CAN BE BOlT'ED TO SLAB OR CONTiNUOUS FOOTER O~AVE
ISOLA T'ED CONCRETE FOOTER EACH PIER, SEE DETAIL , .
3) CENTER STRINGER REQUIRED ONLY IF DEPT'rl OF DECK EXCEEDS 10-0
4) HURRICANE ANCHOR EACH JOIST TO CE,NT'ER STRINGER
TYPICAL WOOD DECK
POST TO WOOD DECK
2" x4' TOP PLA T'E
P.T. PINE:
" -- HURRICANE ANCHORS AND AL TE.',NA TE
ST1JDS TOP AND BOTTOM
(2) INTERNAL L's OR
RECEIVING CHANNEL
- 2-1/4' , BOlT
BOL TS EACH ANGLE
LAG SCREWS
3/4" PL'f'NOOO DECK SEE TABLE
1'0 x l' WOOO SCRE'N$ W/
WASHERS (3) PER PANEL
/ ALUMINUM COVER (SEE CONNECTiON TO
HOST STRUCT1JRE)
\
\ ," x 2' CHA.'lNEL
2"x4" STUDS
rt..
~'" ,',
~'/4' x 2" LAG BOLT / ////////
(2) PER POST
l'x2" TOP AND BOTTOM ISOLA TED rOOTER
::;;-- PLA T'E. SCRE'N 2' O,C,
- POST 2'x2'xO,044" EXTR.
1'0 x 1-1/2" SCRE'N$ (3)
;> PER '05' '" Toe "0 80T
LAG SCRE'N)
SEE TABLE
(4) 1'0 x 1-1/2' SMS
EACH ANGLE
SCREEN ROOM WALL TO WOOD O::CK
NOTE: NO FOOTING REQUIRED EXCEPT 'M-IEN ADDRESSING EROSON
2' -0" MiN,
BEFORE SLOPE
APPROVED SIDING
AS REQUIRED
1/4'd" BOLTS OR
T-BOLTS INTO CONC.
Sl..AB 0 24' O,C. w/
1 /8'xl -1 /2' WASHERS
1r---
3- 1 /2'
1-
ALUMINLM BEAM FRAMING
iNTO CORNER OF WOOO FRAMED UTiLITY SHED DETAIL
____ P,T. 2'x4'
~ ~. · 7
........ .:J
6'xS - 10xl0 'NWf
WALL Sf:CTION
1/4" T1-iRU BOLT (I)
1/4'x2" LAG BOLT
(2) PER POST
ALGMINUM CASTiNG
POST 3'x 3"x ___"
SEE TABLE FOR
POST WALL Tl-iICKNESS
1/4" "'ASONRY ANCHOR
(2) PER POST INTO CONCRETE
SCREEN Rl)CM (2) 0 POST
AND 2'-0 O,C.
3-1/2"
ALTE~ATE POST: 4" ,; 4" P,T,P,
TO 'HOOO DECK OR BEAM
FOR ~LUMIN\.:M ROOF
VIRGIN SOIL
REPucm SOIL
3/8' x 3-1/2' T1-iRU BOLT
1/4' x 2-1(4' EXPANSION BOLT
(2) E~CH PER BASE
16' x 16" x 4' CONCRETE PAD
80 ibs. 2500 PSI CONCRETE
SHEDULE ~ ALLOWABLE lOADS/Max ROOF AREA FOR ANCHORS
ANCHORS iNTO WOOO FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) 4) , 20 MPH 'MND LOAD
I ANCl-iORS 1 2 J 4
Dio. ANCHORx E~BECMENT
1/4'x I' 2641/11-SF 5281/22-SF 7921/33-SF 1.0561/ 44-SF
1/4'x 1-1/2' 3961/1S-SF 7921/33-SF 1,1881/49-SF 1,5841/S6-SF
1/4", 2-1/2' 66CI/V-SF 1,320l/55-SF 1.9S01/82-SF 2,6401/109-51"
5il60x l' 3121/13-SF 6241/26-SF 9361/ 39-SF 1,24SI/ 52-SF
5/1S"x 1-1/2' 4681/19-SF 9361/38-SF 1,4041/ 59-SF 1,872// 78-SF
5/16'x 2-1/2' 780l/32-SF 1,5601/64-SF 2,34011 97-SF 3,120l/130-SF
3/8"x l' 3561/15-SF 7121/3D-SF 1,0681/44-5F 1,4241/59-SF
3/8'x 1-1/2' 5341/22-SF 1,0681/44-SF 1,602// 66-SF 2,1361/89-5F
3/8"x 2-1/2' 890l/37-SF 1,7801/74-SF 2.S70lil11-SF 3,5501/148-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWABLE LOAD /Ma, LOAD AREA(5F) 0 120 "'PH ""NO LOAD
1 ANQ-tORS I 2 3 4
Oio. ANo-tQRx EMBEDMENT
1/40, '-1/2"
3/8'x 1-1/2'
1/2'x 2-1/4'
757//31-SF 1,5141/53-$F 2,2711/ 95-SF 3,02131/'25-$F
, ,0571/44-SF 2,11 41/88-5F 3,171 1/132-SF 4,2281/176-SF
1,4431/S0-SF 2,8861/120-SF 4,32'31/' 80-SF 5,7721/240-5F
T1-iROUGH 80L TS POST TO BEAM FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(5F) 0 120 MPH ""NO LOAD
I Tl-iROUQ1 BOLTS 1 2 3
Dio. ANCHQRx(LENGT1-i = POST Tl-iICKNE5S + 1/2")
1/4', t+1/2" 2,356// 98-SF 4,71 21/19S-SF 7,0681/294-SF
3/8"x t+1/2' 5,3001/221-SF 10,6001/442-5F
1/2". t+1/2' 9,4261/393-5F
TABLE 1: !.lAX. ROOF AREA FOR ALGMINUM POST FOR A HOUSE PORCH
FOR ALLOWABLE ROOF AREA USE . AREA" = S X (W/2 + O.H.)
EXAMPLE: 'S"= 7' , 'N = 12', & O.H. += 2' THUS: "AREA" = 56 SF
POST TY'PE "'AX. ALLOW, ROOF AREA FOR VARIOUS TYPE POST IN 5F
POST HE!Q1T POST MAX I WALK-ON UP TO 55 I/S,F, AND 120 MPH ""ND LOAD
3' ._3' xO.060' _ROLL FORMED.. _____________________________________
7"- 9" 8.750 157
3". _3" xO, 060' _SCALLOP E C. __ _______ _______________________________
10'-10" 10,000 190
3". _3 '._0.90" _ T1JBE. _____________________________________________
11'-10' 14,850 277
3"x_3"x 0.125" _ T1JBE.____________________________________________
1"- 8" 19,440 643
4' x_ 4" x 0.125 " _TUBE. ____________________________________________
15'- 9" 26,190 499
. ALLOY 5063 T - 6
.. ALLOY 3105 H1S
~ 3" x J" ALUM, POST OR -&
(2) 115 BARS EACH WAY 4" x 4" P.T,P. POST IN _
GALV. POST ANCHOR AND
MAX;MU!-.I UPUFT 1 -100 (4) 1/4'x 2-1/4" TAPCON
lS'xI6" 5481 . 12". ____
24"x24' 9781 -100 3-1/2 SLAB
30'dO" , ,3881 ~ 15" MIN, ~ F ASTI:NERS (SEE ANCHOR SCHEDULE)
POST TO CONCRETE PAD DETAIL
POST TO SLAB DETAIL
MIN 2500 PSI CONCRETE ""T1-i 5_5-10x10 'N,W,M,
OR FiBER MESH TYPiCAL
ALUMINUM CON~NTIONAL CONSTRUCTION
PORCH POST CONNECTION
1/4" MASONRY ANCHOR
(2) PER POST TO CONCRETE
SCREEN ROOM (2) 4) POST
AND 2' -0" O,C.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
15 BAR CONT, ~ 14 BAR CONT.
2" ~"~
-~
FiBER MESH COi'<CRETE DCES 8" + 8"
NOT REQUIRE 'NtRE MESH
FLA T SLOPE / NO FOOTiNG MODERATE SLOPE FOOTiNG STEEP SLCPE FOOTiNG
o - 2'/12' 2'/12' - 1'-10' > "-10'
SLAa DETAJLS ADDRESSING EROSION
NOTE:
JOB NAME:
ADDRE5S:
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TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM SuPER PAN PANELS OF J105 H-28 ALLOY
'MNO LOADS PATENT I 4,918,898
CARPORTS SCREEN &: VINYL ROOMS, &: OTHER OPEN BUILDINGS
O,H. COND;TlON NO 0, H, l' O. H. 2' O. H. J' O. H.
2-1/2'x 0.01g. 100 MPH W. L. 14'- g' 14'- 8" 15'- 2" 15'- 7"
"0 MPH W, L. 12'- g" 12'-10" 13'- ," 14'- 1"
120 MPH 'N. L, 11'- 5" 11'- 7' 12'- O' 12'- 8"
2-1/2.x 0.022' 100 MPH W, L. 15'- 7" 15'- g' 16'- 3" 16'- 8'
110 MPH 'N, L. lJ'-10' 13'-1'" 14'- 2. 15'- O'
120 MPH 'N. L. 12'- 6" 12'- 8" 13'- ," 13'- g"
2-1/2'. O,02a' 100 MPH W, L. 15'-'1' 17'- ,. '7'- 5' 18'- O'
110 MPH W. L. 15'- 2" 15'- J. 15'- 7" 15'- 4.
120 MPH 'N, L. 13'-10" 14'- 0" 14'- 5" 15'- 1"
2-1/2..0,OJO' 100 MPH 'N, L. 17'- g' 17'-10' la'- 2' 18'- 9.
,,0 MPH W. L. 15'-11' 16'- 0" 16'- 4' 17'- O'
120 MPH 'N. L. 14'- 5" 14'- 7" 15'- O. 15'- a'
2-1/2"x O,OJ5. 100 MPH W. L. 19'-'" 19'- 2" 19'- 6' 20'- o.
110 MPH W, L. 17'- l' 17' - 2' 17' - 5" 18' - o'
120 .MPH W. L. 15'- 7" 15'- 8' 15'- ," 15'- a"
ALL BUILDING T'fPES - Llvt LOAD
O,H. CONDITlON
2-1/2.x 0.019" 20 I/SF L. L.
30 I/SF L. L.
2-1/2"x 0,022" 20 IISF L. L.
JO I/SF L. L.
2-1/2'x O,02a" 20 I/SF L. L.
30 I/SF L. L.
2-1/2.. O.OJO" 20 I/SF L. L.
JO I/SF L. L.
2-1/2". O,OJ5' 20 I/Sf" L. L.
30 I/SF L. L.
1. ~OTAL ROOF PANEL WIDTH = ROOM 'NlDTH PLUS WALL 'NlDTH PLUS OvtRHANG.
2. THE SMALLEST VALUE OF n-lE 'MND LOAD TABLE OR THE Livt LOAD TA8LE GOvtRNS.
NO 0, H, ,. O. H. 2' O. H. J' O. H.
14'- 5" 14'- 7" '4' -11" 15'- 5'
1"- 4" 11'- 5' 1 l' -11' 12'- 7"
15'- s. 15'- a' 15'- 0" 15'- 7"
12'- 5. 12'- 7" ,1J'- o' 13'- 8"
15'-10" 17'- 0" 17'- 4" 17'-11'
13'- 9" 13'-1'. 14'- 4" 15'- o'
17'- 8" 17'- 9' 18'- , " 18'- 8"
14'- 5" 14'- 5' 14'-11" 15'- 7"
19'- 0" 19'- 1" 19'- 5" 19'-11'
15'- 5' 15'- 7- 15'- 0" 113'- 7"
TA8LE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM "Yf PANELS OF Jl05 fi,-Z8 ALLOY
'NlND LOADS
CARPORTS. SCREEN &: VINYL ROOMS. &: OTHER OPEN BUILDINGS
O.H. CONDITlON NO O. H. l' O. H, 2' O. H.
O.OJO. W PANELS 100 MPH W. L. 15'- a" 15'-10' 16'- 2'
110 MPH 'N. L. 14'- 1" 14'- 2. '4'- 7"
120 MPH W. L. 12'-10" 13'- 0" 13'- 5'
O,OJ4. W PANELS 100 MPH 'N. L. '7'- 5" '7'- 5. 17'-10"
110 MPH W. L. 15'- 7" 15'- a" '7'-10"
120 MPH W. L. 14'- 2" 14'- 4' 14'- 9'
ALL BUILDING TYPES - Llvt LOAD
O.H. CONDiTiON NO O. H. l' O. H. 2' O. H. J' O. H.
O,OJO' W PANELS 20 I/SF L. L. 15'- 7" 15'- g' 15'- 1" 15'- 9.
30 I/SF L. L. 12'- 9' 12'-'" 13'- 4' 14'- ,"
0.OJ4" W PANELS 20 I/SF L L. 17'- 4' 17'- 5. 17'- 9" 18'- 4"
30 IISF L. L. '4'- 1" 14'- 3' 14'- 7' 15'- 4'
1. TOTAL ROOF PANEL 'MOTH = ROOM 'NlDTH PLUS WALL 'MDTH PLUS OvtRHANG.
2. THE SMALLEST VALUE OF THE 'MND LOAD TABLE OR THE L.L. TABLE GOVERNS.
3' O. H.
15'-10"
15'- J"
, 4'- 2'
18'- 5"
15' - ,"
15'- 5.
TA8LE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF J105 H-28 ALLOY
'MND LOADS: CARPORTS. SCREE,N ROOMS, AND OTHER OPEN BUILDINGS
O,H, CONDITlON NO 0, H. l' 0, H. 2' O. H.
J". 0.026" 100 MPH W. L 15'-11. 15'- l' 16'- 5'
110 MPH 'N. L. 14'- 3" 14'- 5' 14'-10"
120 MPH W. L. 13'- 0" 13'- 2. 13'- 7"
100 MPH 'N. L. 18'-10" 18'-'" 19'- 3"
110 MPH 'N, L. 15'-10" 15'-11" 17'- 4"
120 MPH 'N. L. 15'- 4' 1S'- 5" 1S'-11"
Llvt LOAD: ALL BUILDING T'fPES
O,H. CONDITlON
3". 0.025.
J'x 0.032'
3' O. H.
17'- O'
15'- 6'
14'- 4"
19'- 9"
'7'-""
15'- 5"
NO O. H. l' O. H. 2' O. H, 3' O. H.
20 I/SF L. L. 15'- l' 15'- 2" 15'- 7" 17'- 2'
JO IISF L. L. 13'- 1" 13'- J" 13'- a" 14'- 5'
20 IISF L. L. 18'- 4" 18'- 5" 16'- g' 19'- 3"
30 IISF L. L 14'-11' 15'- 1" 15'- 6" 16'- ,.
1. TOTAL ROOF PANEL 'NlDTH = ROOM 'NlDTH PLUS WALL 'NlOTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE 'NINO LOAD TA8LE OR THE L.L, TABLE GOVERNS.
3'. 0.032"
TA8LE 1: MAXIMUM SPANS FOR INDUSTRY STANDARQ ALUMIN\,,;M COMPOSITE ROOF
PANELS W/Jl05-H'4/H-25 ALUMIN\,,;M ALLOY SHEATHING &: 1.01 EPS CORE
'MND LOADS
CARPORTS. SCREEN &: VINYL ROOMS. ANO OTHER OPEN BUILDINGS.
O,H, CONDITION NO O. H. l' 0, H. 2' O. H.
J.. 0.019" 100 MPH W, L. 14'- 2" 14'- 4' '4'- a'
110 MPH W, L. 12'- 7" 12'- 9' 13'- ,.
120 MPH 'N. L. 11'- 4" 11'- 6" 1"-10"
3'x 0,024' 100 MPH 'N, l. 15'- 4' 15'- 6' 15'-10'
"0 MPH W. L 13'- 9' 13'-1'" 14'- 4'
120 MPH 'N. l. 12' - 5' 12' - 8' 13' - 2'
3"x 0.030" 100 MPH W, L. 15'- a" 15'- 9" 17'- 2.
110 MPH 'N. l. 14'-11' 15'- 0" 15'- 5"
120 MPH W. L. 13'- 7" 13'- g" '4'- 2'
4'x 0.019' 100 MPH W. L '3'- 2" 13'- 4" 13'- 6"
110 MPH W. L 11'- 5' 11'- 7" 11'-1'"
120 MPH W. l. 10'- 4" 10'- 5' ,,'- 0"
4'x 0.024' 100 MPH W. L. lS'- a' 15'-10" 16'- 2"
110 MPH 'N. L 14'- O' '4'- 2' 14'- 7"
120 MPH W. L. 12'-10" 13'- o' 13'- 5"
4'x 0.030' 100 MPH W. L. 18'- 8. 18'-10" 19'- ,"
"0 MPH W. L. 16'- 9' 16'-10' 17'- 2"
120 MPH W. L. 15'- J" '5'- 4" 15'- g.
uvt LOAD (INClUDES 2 I/SF DEAD LOAD)
ALL BUILDING TYPES
3"x 0,019" 221/SF
321/SF
J". 0,024" 221/SF
321/Sf"
J". 0.030" 221/Sf"
J211SF
11'-11"
g'- g'
13'- 1"
10'-10"
14'- 2"
1 l' - g'
12'- l'
9' -,,"
13'- ;2"
1"- 0"
14'- 4"
11'-11"
'2'- S"
10'- J"
1.J'- 8"
,1'- S"
, 4'- 9"
12' - s"
3' O. H.
15' - 4"
13' - 9.
12' - 6'
15'- 5'
15'- o'
13'-' l'
17'- 9"
16'- 1"
14'-10"
14'- 4'
12'- 7"
11'- 8"
15'-10"
15'- 3"
14'- 2"
19'- 7"
17'- 9'
16'- 4"
13'- 1"
10'-11'
14'- S"
12'- 5"
15'- S"
13' - 2"
4.x 0,019" 221/Sf" 12'- 4' 12'- 16" 12'-10" '3'- S"
J21/SF 10'- 2" 10'- 4. 10'- a" 11'- 4'
4'x 0,024' 221/SF 13'- 5' 13'- 6' 14' - 0" 14'- a"
321/SF 11'- , . 11'- J' ,,'- 9" 12'- 7"
4'x O.OJO' 221/SF 15'-"" 1S'- 0" 16'- 5" '7'- O'
J21/SF 13'- 2" 13'- 4. 13'- 9" 14'- S"
I, TOTAL ROOF PANEL 'MDTH ROOM 'NlDTH + WALL 'INlD1H + OVERHANG.
2, THE LESSER SPAN OF 'MND LOAD OR Livt LOAD SHALL GOVERN,
TA8LE 2: MAX. ROOf' BEAM SPANS FOR SC.REE,N &: GLASS ROOMS, UTILITY ROOMS,
SHEDS AND OTHER ENCLOSED STRuCruRES w/ SOUD ROOFS
ALUMINI,,;M BEAMS OF 50S3 T - 6 ALLOY
EXAMPLE: FOR SPAN 'L" ON DRA'MNG USE LOAD 'NlDTH = ",((' /2 + O.H.
2'x 4'x 0.050' TiLT BEAM: LOAD 'MOTH = 14'/2 + 2'O,H. = 9'
LOAD WITH = 9'; L,L. 0 221/SF; SPAN = 4.- 5.
LOAD 'NlTH = 9'; 100 MPH W. L.; SPAN = 3'- g. USE J'- g"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM Llvt LOAD'MND LOAD
LOAD WIDTH 2211SF J21/SF
2.. 2"xO,044' EXTRUSION
5' 5'-10'
s' 5'- 4'
7' 4'-11'
8' 4'- 7"
g' 4'- 4'
10' 4'- I"
1" J'-1"
2'. 2"x 0,050" EXTRUSION
5' 5'- 1" 5'- 0" 5'-'"
s' 5'- 7" 4'- 5' 4'- 7"
7' 5'- 2' 4'- 2' 4'- 3"
8' 4'-10' 3'-1" 4'- 0"
9' EXAMPLE 4'- 6" 3'- 8" J'- 9"
10' 4'- 4' 3'- 6" J'- 7"
,,' 4'-" 3'- 4. 3'- 5"
2"x 2'x 0.093 EXT OR 2"x 3'xO.OSO' TiLT BEAM OR
5' a'- o' S'- 6" 0'- a.
6' 7'- 4' 5'-11" 6'- l'
7' 5'- g" 5'- 6" 5'- 7"
a' 5'- 4" 5'- 2' 5'- 3"
9' 5'-1" 4'-10. 4'-11"
10' 5'- 8" 4'- 7" 4'- a'
,,' 5'- 5" 4'- 4' 4'- s"
J". 2"x 0.050' EXTRUSION
5' 7'- 5'
6' s' - g'
7' 6'- 3"
8' 5'-:0"
9' 5'- 5.
10' 5'- J"
II' 5'- 0"
J". 2..0.070' EXTRUSION
5' 8'- 4'
6' 7'- 8'
7' 7' - ,.
a' 5'- 7'
9' 5'- J"
10' 5'-1'"
11' 5'- 8.
4'- 9'
4'- 4"
4'- 0"
3'- 9"
J' - 5'
3'- 4'
3'- 2"
5'- 1"
5'- 5'
5'- 1"
4'- 9.
4'- 5"
4'- 3"
4'- ,.
5'-10"
6'- 3"
5'- 9"
5'- 5.
5'- ,.
4'-10.
4'- 7"
4'-10"
4'- 5"
4'- l'
J'-10'
3'- 7"
3'- 5"
3'- 3'
5'- 2"
5'- 7"
5'- 2"
4'-10"
4'- 7"
4'- 4"
4'- 2.
6'-1'.
6'- 4.
5'-10"
5'- 5"
5'- 2"
4'-1 ,.
4'- a"
100 MPH
4'- s'
4'- 0"
.3' - 9"
3'- 5"
3'- J"
J'- ,"
2'-1'"
110 MPH
4'- 1"
3'- g"
3'- 5"
3'- 2'
3'- 0"
2'-10'
2'- 9"
120 MPH
4'- 7" 4'- 3"
4'- 2' 3'-11'
3' -11" 3' - 7"
3'- 7" 3'- 4'
3'- 5' )'- 2"
3' - 3" 3' - o'
J'- l' 2'-10"
2". 3'.0,050" EXTRUSION
5'- 0" 5'- 7"
5'- s. 5'-'"
5'- ," 4'- a"
4'- g" 4'- 5.
4'- 6. 4'- l'
4'- J" 3'-11'
4'- 0" 3'-10'
5'- 7"
5'- l'
4'- g.
4'- 5'
4'- 2.
J'-I'.
3'- 9.
5'- 4"
S'- g.
5'- 4.
5'- o'
4'- a'
4'- 5'
4'- J"
5'- 2"
4'- g"
4'- 4"
4'- ,"
J'-10"
3'- 8'
J' - 5"
5'-10"
5'- 4"
4'-11"
4'- 7'
4'- 4"
4'- ,.
3'-11"
TABLE 2: MAX. ROOF BEA,.... SPANS FOR SCREEN &: GLASS ROOMS, UTILITY ROOMS,
SHEDS AND OTHER ENCLOSED STRUCTURES W/ SOUO ROOFS
ALUMIN\,,;I-.l BEAMS Of" 60S3 T-5 ALLOY
EXAMPLE: F,?R ~PAN "L." ON DRA'MNG USE LOAD 'MDTH = "'(('/2 + O,H.
2 x 4 x 0.050 TILT BEAM: LOAD 'MOTH = 14'/2 + 2'0 H = g'
LOAD 'MTH = 9'; L,L. 0 22 liS'; SPAN = 4'- S" ' .
LOAD 'NlTH = 9'; 100 MPH 'N. L.; SPAN = 3'- g' USE),- g"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAI-.l LIVE LOAD'MND LOAD
LOAD WiDTH 22#/SF 321/5F
2.x 4.. 0.050.x TILT BEAM
S' g'- 9"
6' a'-,,'
7' 6'- 3"
a' 7'- 9"
9' 7'- 3'
10' 0'-1 I'
11' 5'- 7"
2.x 4"x 0,044". 0,120' S.M,8.
S' 12'-10'
5' 11'- 8"
7' 10'-10"
8' 10'- ,"
9' 9'- 5"
10' g'- ,"
,,' 6'- 8'
1. THE SMALLER SPAN FROI-.l
TA8LE 3: MAX:MUf.I HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS
EXTRUSTlQNS AND SELF MATING 8EAMS OF 5063 T-5 ALUf.lINUM ALLOY
USiNG SCREEN PANEL 'NlDTH "'((' (SEE T'fPICAL GLASS ROCM DRA'NlNG) SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
'MDTH "W"
48"
EXTRUSION
2". 2"x 0,044" g'- 2" 8'- 5" 7'-". 7'- 6" 7'- 1" 6'- g"
2". 2". 0.050. 10'- 2" 9'- 5" 8'-10" 8'- 2' 7'-11" 7"- S" 7'- 2" 5'-11"
2". 2". 0,093. 12'-10" ,1'-". 11'- l' 10'- S" 9'-"" 9'- 6" g'- 1. a'- 8"
J". 2". 0,050. 10'- 8" 9'-11" 9'- J" 8'- 9" 6'- J" 7'-1'. 7'- 5. 7'- 3"
2"x 3". 0,050. 12'-10" 11'-"" ,,'-," 10'- 5" 9'-1'" 9'- S" g'- 1. a'- 8"
3'. 2"x 0.070" 13'- a" 12'- 8" 11'-10" ,,'- 2. 10'- 5" 10'- 1" g'- a' 9'- 3'
NOTES: GLASS ROOMS THE ADOITlON OF AN ALUMINUM FRAME 'NlNDOWS W/ GLASS PANES THAT
ARE DESIGNED TO 110 lAPH 'NINO LOAD REQUIREMENTS TO THE ABOvt UPRIGHT SIZES
iNCREASES THE STRENGTH SO THAT ADOITlONAL FRAMING IS NOT REQUIRED,
8'- 0"
7'- J"
6'- g"
5'- J"
5'-11"
5'- 7"
5'- 4"
10'- 5'
9'- S"
a'-10'
a'- 3"
7'- 9"
7'- 5"
7'- 0"
ll-IE L.L. OR
36'
42.
100 MPH
.;; ~
~~ Ji
"'0 ~
o~ ~~ '"
:,<z 0
<1 o~ z
",0 '" Ii
"'d 89.., '" 'oJ
~"- :!! U
....o~ "' ~
I'" ;i~ 8 '"
0" U 5l
~a ",~E! .., ~'"
8 ~ z i5~
"'''' Uu '3
~z ~:lO '4
5 z'..w
ilI~ z<l.U '"
'" g?<:Jl ~ ~g
o'!; ~~i5 ~a
~a ~ ~i:J
",'" o<.)~ '"
~'" < ~~
~~olI z
olI~ < "':;;
"'0 ~~S <;I
0... ~~f is ;~
"'"' '"
H -" '" ..;
110 MPH
120 MPH
8'- 1"
7' - 5.
5'-10"
5'- 5'
S'- 0"
5'- 9'
5'- 5'
7'- 4"
6'- 9.
5'- J"
5'-10"
5'- 6'
5' - 2'
4'-1'.
5'-10"
5'- 3"
5'- 9'
5'- 5'
5'- 1"
4'-10"
4'- 7"
10'- a" 9'- a" 8'-11'
9'- 8" 8'-10' a'- 2"
9'- 0" a'- 2' 7'- 7"
a' - 5" 7' - a" 7' - 1"
7'-1'" 7'- 2' 5'- a"
7'- 5" 6'-10" 5'- 4'
7'- 2" 6'- 6' S'- 0"
THE 'NINO LOAD TA8LE GOvtRNS.
to
o
o
." ."
I N'D
~8 ~g
(II 1'00 _"" I
<3 ~id~~
i" (Q ... 'Xl
-tOoOJI"'l1
~g:gr--.~68
>.1.l1"Q-r-..a:xJ
OO1G:b (1)1
.aJ 0)";'1-
J:xr;.-O-..
~~5 ..eijO
. . ~ ~ ..:g.~
~~~,g~Oo
:JQ.....JQ.L.l..I:;:Z
54"
50"
6S'
78'
~
-'L.u..,:':..
72"
rJ)rJ)rJ)
~..Jo::
Q..JW
0<>
0::30
ZZO
WWQ
WW-
0::0::..J
000
rJ)rJ)rJ)
SHEDULE OF ALLOWABLE LOADS!Mox ROOF AREA FOR ANCHQRS
A,NCHORS INTO weoo FOR OPEN BUILDINGS
ALLOWABLE LOAD!Mox LOAD AREA(SF) 00 120 MPH 'NlND LOAD
I ANCHORS 1 2 3 4
Dio. ANCHORx E'olBECMENT
1/4'. 1" 2541/1'-SF 5281/22-SF 7921/33-SF 1,OS61/44-SF
1/4.. 1-1/2" J961/15-SF 792I/J3-SF 1,1881/49-SF 1,5841/ 56-SF
1/4"x 2-1/2" 56CI/27-SF 1,J201155-SF 1,9801/82-SF 2,6401/109-SF
5/15"x l' Jl 2//1 3-SF S241/25-SF 9361/ J9-SF 1,2481/ 52-SF
5/15"x 1-1/2" 4681/19-SF 9361/J8-SF 1,4-04// 59-SF , ,a72l/ 78-SF
5/15". 2-1/2" 78CI/32-SF 1,S601/64-SF 2.3401/ 97-SF 3,1201/130-Sf"
3/8"x 1" 3561/15-SF 7121/JO-SF 1,0681/ 44-SF 1,4241/59-SF
3/6'x 1-1/2. 5341/22-SF 1,068#/44-SF 1,6021/ 66-SF 2,1361/89-SF
3/a"x 2-1/2' 6901/37-SF 1,7801/74-SF 2,5701/11'-SF 3,S501/148-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWA8LE LOAD !Mo. LOAD AREA(SF) 00 120 MPH 'NINO LOAD
I ANCHORS 1 2 3 4
Dio. ANCHORx EMBEDMENT
1/4"x '-1/2"
3/6'. 1-1/2"
1/2'x 2-1/4"
~~
Ii
~~
'"
:: ~
N....
"'~
< ~
g",~
:5...."
~ ,~;!
!..I.J co . 01 '"
c.J ~i:S ~"
~ I~~W.
~ 1~:5 5:il
-.JaJ.....~-
~ '>:"' ><
P ~~~~
7,0681/294-SF
-rJ9
7571/JI-SF l,5141/63-SF 2,2711/ 9s-SF 3,0261/125-SF
1,Os71/44-SF 2,1141/68-SF 3,1711/132-SF 4,2281/175-SF
1,4431/60-SF 2,8851/'20-SF 4,329'/180-SF 5,7721/240-SF
THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
ALLOWABLE LOAD !Max LOAD AREA(SF) 00 120 MPH 'NlND LOAD
I THROUGH BOLTS 1 2 3
Dio, ANCHOR.(LENCTH = POST n-lICK,NESS + 1/2")
1/4.x t+l/2" 2,3561/98-SF
3/8.x t+l/2. 5,300#!221-SF
1/2". t+1/2" 9,4251/393-SF
....J
<(
'-'oJ
V1
4,7121/195-SF
IO,5001/442-SF
J08 NAME:
ADDRESS:
~~
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!
SHEET i
DRAMNG FOR ONE PERMIT ONLY
TA8LE 1: MAXiMUM SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS OF 3105 H-28
W1ND LOADS PATENT I 4,918,898
GLASS ROOMS, UTILITY ROOMS, SHEDS, &: OTl-lER ENCLOSED BUILDINGS
O,H. CONDITION NO O. H. l' O. H, 2' O. H,
2-1/2"~ 0.019" 100 MPH 'N. L. 10'-10" ,,'- 0" 1"- 5"
"0 MPH 'N. L. g'- g" 9'-,," 10'- 4"
120 MPH 'N. L. 8'-11" g'- 2' g'- g'
2-'/2'x 0,022" 100 MPH 'N. L. 1"- r 11'- g" 12'- 2"
110 MPH 'N. L. 10'- 5" 10'- 7" 1"- 1"
120 MPH 'N, L. g'- 8' 9'-11" 10'- 5"
2- 1 /2" ~ 0,028' 100 MPH 'N. L. 12' - 7' 12' - g' 1)' - 2'
110 MPH 'N, L. ,,'- 5' 1"- 7" 12'- 1"
120 MPH 'N. L. 10'- 8" 10'-10' 11'- 5'
2-'/2'x 0.030' 100 MPH 'N. L. 1)'- 2" 1)'- 4" 1)'- g'
110MPH 'N. L. '2'- 0" 12'- 2' '2'- 8"
120 MPH 'N. L. ,,'-.}" 1"- 5" 1"-11'
2-'/2"x 0.036' 100 MPH 'N. L. 14'- 2' 14'- 4" 14'- g'
110 MPH 'N. L. 12'-"" 1)'- 1" 1.}'- 6"
120 MPH 'N. L. 12'- 1" 12'- 3' '2'- 8'
ALL BUILDING TYPES - LIVE LOAD
O.H. CONDITION
2-1/2'~ O,019'
ALLOY
.}' O. H.
12'- 2"
1"- 2"
10'- 5'
, 2' -11"
1 "-1 l'
1"- )'
1)' -,,'
'2'-1"
12'- .}"
, 4'- 6'
1)' - 5'
12'- g"
15'- 5"
'4'- 3'
1)' - 7"
NO O. H, l' O. H, 2' O. H. .3' O. H.
20 I/SF L. L. '4'- 5" 14'- 7" 14'-1'" 15'- 6"
30 IISF L. L. 11'- 4" 1"- 6" 11'-11" 12'- 7"
2-1/2"x 0,022" 20 I/SF L. L. 15'- 6" 15'- 8' 16'- D' 16'- 7"
30 I/SF L. L. 12'- 5" 12'- 7" 1)'- 0" 1)'- 8"
2-1/2"x 0.028" 20 I/SF L. L. 16'-10" 17'- O' 17'- 4" '7'-11'
30 I/SF L. L. 1)'- g" 1)'-"" 14'- 4" 15'- 0"
2-1/2'~ 0.030" 20 IISF L. L. '7'- a" '7'- 9' 18'- ," 18'- 8"
30 I/SF L. L. 14'- 5" 14'- 6" 14'-11' 16'- 7"
2-'/2"x 0,036' 20 I/SF L. L. ,g'- O' 19'- 1" 19'- 5" 19'-1'"
30 I/SF L. L. 15'- 5" 15'- 7" 15'- 0" 16'- 7"
1. TOTAL ROOf' PANEL W1DTl-l = ROOM W10TH PLUS WALL W1DTH PLUS OVERHANG.
2. Tl-lE SMALLEST VALUE: OF THE: WIND LOAD TABLE OR Tl-lE LIVE LOAD TABLE GOVERNS.
TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM "w" PANELS OF 3105
'NINO LOADS
GlASS ROOMS, UTILITY ROCMS, SHEDS, &: OTl-lER ENCLOSED
O.H. CONDITION NO O. H. l' 0, H.
0,030" 'N PANELS 100 MPH 'N, L. '1'- 8" 1"-10'
110 MPH 'N. L. 10'- 7" 10'-10"
120 MPH W. L. g'-,," 10'- ,"
0.034' 'N PANELS 100 MPH 'N. L. 12'-'1" 1)'- 0"
110 .MPH W. L. ,,'- g" 11'-11"
120 MPH w. L. 11'- 0" 1"- 2"
ALL BUILDING TYPES - LIVE LOAD
O.H. CONDITION
0,030" 'N PANELS
~26 ALLOY
BUILDINGS
2' O. H.
12'- 4"
1 ,'- 4'
10'- 8"
1)' - 6'
12'- 5'
1 ,'- 8"
3' O. H.
13'- 1"
12'- 2"
1"- 7"
'4'- 3"
1)' - 2"
12'- 6"
NO O. H. "O.H. 2'O,H. 3'O.H.
20 I/SF L.L. 15'- r 15'- g" 16'- I" 16'- g'
30 I/SF L.L. 12'- g" 12'-11' 1)'- 4' '4'- ,"
0.034" 'N PANELS 20 I/SF L.L. 17'- 4' '7'- 5' 17'- g" la'- 4'
30 I/SF LL. 14'-'" 14'- 3" 14'- 7" 15'- 4'
1. TOTAL ROOF PANEL W1DTH = ROOM W1DTl-l PLUS WALL WlDTl-l PLUS OVERHANG.
2, Tl-lE SMALLEST VALUE OF Tl-lE W1ND LOAD TABLE OR Tl-lE L,L. TABLE GOVERNS.
TABLE 1: MAXiMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY
'NINO LOADS: GLASS ROOMS. UTILITY ROOMS. SHEDS, AND OTl-lER ENCLOSED BUILDINGS
O.H. CONDITION NO O. H. " O. H. 2' 0, H. .}' O. H.
3"~ 0.026' '00 MPH 'N. L. '1'-10" 12'- O' 12'- 6" 13'- 3'
',0 MPH 'N. L. 10'- g" 10'-11" 11'- 6" 12'- 4"
120 .'-lPH w. L. 10'- 1" 10'- .}" 10'-10' 1"- g"
100 MPH 'N, L. '4'- O' '4'- ,. 14'- 6" 15'- 2"
110 MPH :N. L. '2'- g" 12'-11" 13'- 4' 14'- 1"
120 MPH w. L. "'-1'" 12'- ,. 12'- 7' 1.}'- 4'
LIVE LOAD; ALL BUILDING TYPES
O,H. CONDITION
3'~ 0,026"
3"~ 0,032'
NO 0, H. l' O. H. 2' o. H. .}' o. H.
20 I/SF L. L. 16'-" 16'- 2' 16'- 7" 17'- 2'
30 I/SF L. L. 1.3'-," 13'- 3" 1.3'- a" '4'- 5"
20 I/SF L. L 'a'- 4' 18'- 5" 18'- g" 19'- 3"
30 I/SF L. L. 14'-'" 15'- l' 15'- S" 16'- 1"
1. TOTAL ROOF PANEL 'NlDTH = ROCM W10Tl-l PLUS WALL 'NlDTH PLUS OVERHANG.
2, THE SMALLEST VALUE: OF Tl-lE W1ND LOAD TABLE OR THE L,L. TABLE GOVERNS.
3"x 0,032"
TABLE 1: MAXiMl..M SPANS FOR iNDUSTRY STANDARD ALUMINUM COMPOSITE ROOF
PANELS W/3105-HI4/H-25 ALUMINl..M ALLOY SHEATl-lING &: 1.01 EPS CORE:
'NINO LOADS
GLASS ROOMS, UTILITY ROOMS. SHEDS, AND OTHER ENCLOSED BUilDINGS.
NO O,H. l' O,H. 2' O.H.
.}"x 0,019' 100 MPH W, L. a'- 8' 8'-10" g'- 4"
110 MPH W. L. 7'- 7" 7'- g" a'- )"
120 MPH w, L. 6'-1" 7'- ,. 7'- 7'
)'x 0.024' 100 MPH W. L. 10'- 4" 10'- 6" 1"- 0"
110 MPH W. L. g'- .}" g'- 5" 9'-1"
120 MPH W, L. 8'- 7' a'- g' 9'- )'
)"~ 0,0.30" 100 MPH W. L. 12'- 4' '2'- 5" 1.3'- 0"
"0 MPH 'N, L. ,,'- 3" 11'- 5" "'-1'"
120 '-lPH W. L. 10'- 6" 10'- 8" ,,'- J"
4'x 0.019' 100 MPH W. L. 9'-10' 10'- 0" 10'- 6"
',0 MPH 'N. L. 8'- 9' a'-1" g'- 5"
120 MPH 'N. L. a'- ," a'- J" a'- 9"
4'~ 0.024" 100 MPH W. L. 11'- a' "'-10" 12'- 4"
"0 .'-lPH W, L. 10'- 7" 10'-10" '1'- 4'
120 MPH w. L. 9'-11" 10'- I" 10'- 8"
4'~ 0,0.30" 100 MPH W. L. 1)'-10' 14'- 0" 14'- 5"
"0 MPH 'N. L. 12'- 7" 12'- 9' 1.3'- .}"
120 MPH W. L. '1'-10" '2'- 0" 12'- 5"
LIVE LOAD (INClUDES 2 I/SF DEAD LOAD ALL I3UllDINC TYPE:S
3'~ 0.019" 221/SF 11~- ,. 12'- ," 12'- 5"
321/SF g'- 9" g'-,," 10'- .}"
3"x 0,024' 221/SF' 1.3'- ," 1.3'- 2" 1)'- 8"
321/SF 10'-10' 1"- ,0" \1'- 5"
.}"~ 0.030" 221/SF 14'- 2" 14'- 4" 14'- 9"
'}21/SF' ,,'- 9" 1"-11' '2'- 5"
4'x 0,019" 221/SF' 12'- 4" 12'- 6" 12'-10"
321/SF 10'- 2" 10'- 4' 10'- 8'
4"~ 0.024" 2211SF' 1)'- 5' 1.3'- 6" 14'- 0"
)21/SF 1"- 1" 11'- )" '1'- g"
4'x 0.030' 221/SF 15'-11' 16'- 0" 16'- 5"
321/SF 1.3'- 2' 1.}'- 4' 13'- g"
1. TOTAL ROOF PANEL W1DTH = ROOM W1DTl-l + WALLMDTH + OVERHANG.
2, Tl-lE LESSER SPAN OF NINO LOAD OR LIVE LOAD SHALL GOvtRN.
TABLE 2: MAX. ROOF' BEAM SPANS FOR SCREE~ &: GLA,sS ROOMS, UTILITY ROOMS,
SHEDS AND OTHER ENCLOSED STRUCTURES 'N/ SOliD ROOf'S
ALUMINUM BEAMS OF' 6063 T - 5 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAW1NG USE LOADNlDTHI . "w" /2 + O.H.
2"~ 4"~ 0.050' TILT BEAM: LOAD W1DTH = 14'/2 + tox = g'
LOAD W1TH = g'; L.L. 0 221!SF; SPAN = 4'- 6"
LOAD W1TH = g'; 100 MPH W. L,; SPAN = 3'- g' USE.3'- g"
BEAM SIZE: BEAM SPAN FOR DESIGNATED LOADS
BEAM liVE LOADW1ND LOAD
LOAD W1DTl-l 221/SF 321/SF
2'~ 2"xO,044" EXTRUSION
5' 5'-10'
5' 5'- 4'
7' 4'-'"
8' 4' - 7"
g' 4'- 4'
10' 4'- ,"
,,' .}'-1"
2"~ 2"x 0,050" EXTRUSION
5' 6' - 1" 5' - 0" 5' - l'
5' 5'- 7" 4'- 6" 4'- 7"
7' 5'- 2" 4'- 2' 4'-)"
8' 4'-10" .}'-'1" 4'- 0"
g' EXAMPLE 4' - 6" 3' - a" 3' - g'
10' 4'- 4' )'- 6" .}'- 7"
1" 4'- 1" 3'- 4" .}'- 5"
2"x 2'~ 0.09'} EXT OR 2'x 3"~O,050' TILT BEAM OR
5' 8'- 0" 6'- 6' 6'- a"
6' 7'- 4" 5'-11" 6'-"
7' 6'- g" 5'- 6" 5'- 7"
a' 6'- 4" 5'- 2" 5'-'}"
9' 5'-1'" 4'-10" 4'-1'"
10' 5'- 8" 4'- 7" 4'- a"
11' 5'- 5" 4'- 4' 4'- 5'
3"x 2"x 0,050" EXTRUSION
5' 7'- 5"
6' 6'- g"
7' 6'- 3"
8' 5'-10"
g' 5'- 6"
10' 5' - .}"
11' 5'- 0"
.}.~ 2"xO.070" EXTRUSION
5' 8'- 4"
6' 7' - 8"
7' 7' - ,"
8' 6'- 7"
g' 6'- 3"
10' 5'-1'"
11' 5'- 8"
4'- 9"
4'- 4'
4'- 0"
3'- g'
3'- 6'
3'- 4"
3'- 2'
6'- 1"
5'- 6'
5'- ,"
4'- g"
4'- 6"
4'- .}"
4'- l'
6'-10"
6' - )"
5'- g"
5'- 5'
5'- I"
4'-10"
4'- 7"
4'-10'
",'- 5'
4'- l'
3'-10'
.}'- 7"
.}'- 5"
3'- .}"
6'- 2'
5'- 7"
5'- 2'
4'-10"
4' - 7'
4'- 4"
4'- 2"
6'-11'
6'- 4"
5'-10"
5, ~.
- 0
5' - 2"
4'-11"
4'- a'
100 MPH
'10 MPH
4'- 5'
4'- 0"
.}'- g"
.}'- 6"
3'- 3"
3'- ,.
2'-:' "
4'- ,"
.}'- g"
J'- 5"
3'- 2"
3'- 0"
2'-10"
2'- g"
4'- 7" 4'- 3'
4'- 2" .}'-,,"
3'-1" .}'- 7"
3'- 7" 3'- 4"
.3'- 5' )'- 2"
3'- )" .}'- O'
.}'- ," 2'-10"
2"~ ;)xO.050' EXTRUSION
6'- 0" 5'- 7"
5'- 6' 5'-'"
5'- ,. 4'- 8"
4'- 9" 4'- 5"
4' - 6' 4' - I"
4' - 3" 3' -11 "
4'- O' .}'-IO'
5'- 7"
5'- 1"
4'- 9'
4'- 5'
4'- 2"
.}' -,,"
3'- g"
5'- 2"
4'- g'
4'- 4'
4'- ,"
.}'-10'
.}'- a'
.}'- 6"
6'- 4"
5'- g"
5'- 4"
5'- 0"
4'- 8"
4'- 5"
4'- 3'
5'-10"
5'- 4"
4'-,,"
4' - 7'
4'- 4"
4'- 1"
.}'-11"
3' O.H.
10'- 2"
g'- ,"
8'- 5"
1"-10'
10'- g"
'0'- I'
1)' - g"
12'- g"
, 2' - ,"
'1'- 4'
10'- .}"
9'- 7"
1.3'- 1"
12'- 2"
, l' - 7"
15'- I"
'4'- o'
1.3'- .}"
13'- ,"
10'-1'"
14'- 5"
12'- 5-
15'- 5"
1.3' - 2"
13' - 6'
11'- 4"
'4'- a"
12'- 7"
'7'- o'
14'- 6"
120 MPH
~~
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I _
ifl iJAH~2 5,1996
./ I SHEET II
1
TABLE 2: MAX. ROOF BEAM SPANS FOR SCREEN &: GlASS ROOMS UTILITY ROOMS
SHEDS A."'D OTHE:R ENClOSED STRUCTURES w/ SOliD ROOf'S .
ALUMINUM BEAMS OF 606.} T - 6 ALLOY -
EXAMPLE: F?R ~PAN "L'" ON DRA'NlNG USE LOAD W1DTH = 'w" /2 + O.H.
2 x 4 ~ 0.050 TILT SEAM: LOAD W1DTH = '4'/2 + 2'0.H. = g'
LOAD 'NlTH = g'; L.L. 022I/SF; SPAN = 4'- 6"
LOAD 'NlTH = g'; 100 MPH 'N. L,; SPAN = 3'- g' USE .}'_ g"
SE:A.1,l 51 ZE BE:AI.l SPAN FOR DESIGNA TED LOADS
BEAM LIVE LOADW1ND LOAD
LOAD 'NlDTH 221/SF 32#/SF
2'~ 4'x O,OSO'x TILT aE:AI.l
5' g' - g"
6' a'-1'"
7' 8' - 3"
8' r - 9"
g' r- .}.
10' 6'-1'"
,,' 6'- 7"
2"~ 4"x O,044"~ 0,120" S.M.B.
5' 12'-10" 10'- 5" 10'- a" g'- a" 8'-11"
6' ,,'- 8" g'- 6" g'- 8" 8'-10" 8'- 2'
7' 10'-10' a'-10" g'- 0" 8'- 2" 7'- 7"
8' 10'- 1" a'- 3" 8'- 5' 7'- 8' 7'- 1"
g' 9'- 6' 7'- g" 7'-11' 7'- 2" 6'- a"
10' g'- 1" 7'- 5" 7'- 5" 6'-10' 6'- 4'
11' a'- a" 7'- 0" 7'- 2" 6'- 6" 6'- 0"
1. THE SMALLER SPA.... FROM THE L.L. OR THE: 'NINO LOAD TABLE GOVERNS.
100 MPH
"0 MPH
120 MPH
8'- 0"
7' - 3'
6'- g"
5'- .}"
5'-11'
5'- 7"
5'- 4'
8'- ,"
7' - S"
6'-10"
6'- 5"
5'- 0"
5' - g"
5'- 5'
7'- 4"
6'- g'
6'- 3"
5'-10"
5'- 6"
5'- 2"
4'-1 l'
6'-10"
6'- 3"
5'- g"
5'- 5"
5'- ,"
4'-10"
4'- 7"
TABLE 3: MAXIMl..'-l HEiGHT OF UPRIGHTS FOR SCREE..... AND GLASS f~OCMS
EXTRUSTlQNS AND SELF' MATiNG BEAMS OF 6063 T -6 ALUMINu'-l ALLOY
~SjNG SCREEN PANEL W1DTH "'N" (SEE TYPICAL GlASS ,"OOM DRAW1NG), SELECT
UPRIGHT Rf:QUIRED FROM Tl-lE MAX HEiGHT ALLOWED FOR EACH EXTRUSION
W1D TH "'N"
4a"
30"
42"
54"
50"
56"
72"
EXTRUSION
2"x 2"~ 0.044" g'- 2" a'- 6" 7'-11" 7'- 6" 7'-'" 6'- g"
2"x 2"~ 0.050" 10'- 2" g'- 5" a'-10" a'- 2' 7'-11' 7'- 5" 7'- 2" 6'-1'"
2"x 2'x O.Og.}" 12'-10' 11'-11" 11'-'" 10'- 5" g'-,,' g'- 6' 9'- l' 8'- 8"
3"x 2"x 0.050" 10'- a" 9'-'" g'-.3" 8'- g" a'-.}" 7'-11' 7'- 6" 7'- 3'
2"~ .}"~ 0.050" 12'-10" "'-11" 11'-" 10'- 6" 9'-11" g'- 6" g'- 1" 8'- 8"
3"x 2'~ 0,070" 1.3'- 8" 12'- 8' 11'-10" ,,'- 2" 10'- 6" 10'- 1" 9'- 8' g'_.}"
NOTES: GLASS ROOMS fME ADDITION OF AN ALUMINU'-l FRAMENlNDCWS w/ GLASS PANES THAT
ARE: DESIGNED TO 110 MPH W1ND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
INCREASES Tl-lE STRENGTl-l SO Tl-lA T ADDITIONAL FRAMiNG IS NOT REQUIRED,
SCHEDULE OF ALLOWABLE LOADS!Mox ROOF AREA FOR ANCHORS
ANCHORS INTO WOOO FOR ENCLOSED BUILDINGS
ALLOWABLE LOAD!Mox LOAD AREA(SF)
I ANCHORS 1 2
Dio, ANCHORx EMBECIAENT
1/4"~ ," 2641/6-SF
1/4"~ '-'/2" 3961/10-SF
1/4'~ 2-1/2' 5601/16-SF'
5/16"~ 1" 3121/ a-SF
5/16"~ '-1/2" 4-681/'1-SF
5/16"x 2-1/2" 7801/19-SF'
3/8'x ,. 35e1l g-SF'
3/8"x '-1/2" 5J41/1.3-SF
3/8'x 2-' /2' agOI/22-SF
1) 120 MPH W1ND UPLIFT LOAD
3 4
528#/12-SF
7921/20-SF
, ,3201/32-SF
6241/15-SF
9361/23-SF
1,5601/38-SF
7121/17-SF
, ,068#/26-SF
1,7801/4'}-5F'
7921/18-SF
1,1881/30-SF
, ,980l/48-SF
g361123-SF
, ,4041/34-SF
2,3401/57-SF'
, ,06al/26-SF
, ,6021/39-SF
2,6701/65-SF
1,0561/24-SF'
1,5841/40-SF
2,6401/64-SF
1,2481/31-SF
, ,a72#/45-SF
3,1201/76-SF
1,4241135-SF
2,136I/S2-SF
.},5601//87-SF
ANCHORS INTO CON~ETE FOR ENCLOSED BUILDINGS
AlLCWABLE LOAD /Mox LOAD AREA(SF) 1) 120 MPH 'NINO LOAD
I ANCHORS 1 2 3 4
D~. ANCHORx EMBECIAENT
'/4'x 1-1/2" 7571/1a-SF
3/8"x 1-1/2' 1,0571/26-SF
'/2'x 2-1/4" 1,4431/35-SF
, ,5141/.}7-SF' 2,2711/ 55-SF 3,02al/ 74-SF'
2,1141/52-SF 3,1711// 77-SF 4,22alll0.}-SF
2,a861/70-SF 4,)29'/106-SF S,7721/141-SF
JOB ,",AME:
ADORESS:
DRA'NlNG FOR ONE PERMIT DNL'1'
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