HomeMy WebLinkAbout18-19674 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 /99674
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19674 Address: 5125 2ND ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-15900-0010
Improv. Cost: 1,500.00 OWNER INFORMATION
Date Issued: 5/15/2018 Name: DOERR, MIKE & POE ANNA
Total Fees: 75.00 Address: 5125 2ND ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/15/2018 Phone: 813-713-0655
Work Desc: INSTALLATION ALUMINUM CARPORT 18 X 28
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
FRAME Ins ections Required
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first rinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning 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 financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
tdKTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a73-7e0-0020 city of Zephyrh!IIS Permit Application
Building Department
4
Date ReceOved �—l,u��,�
J: Phone'Cvntact�for'P®rmitting_< ` 2 ' — (o
Owner's Name r Owner Phone Number �1
Owner's Address Owner Phone Number'.`
Fee Simple Titleholder Name:'• Ouirner'Plione Number'.
Fee Simple Titleholder Address
JOB ADDRESS �Z r �D �• LOT#
SUBDIVISION PARCEL ID#
(OBTAINED.FROM PROPERTY.TAX NOTICE)
WORK•PROPOSED. .. NEW CONSTR' ADD%ALT SIGN . ] DEMOLISH
F
B. INSTALL. e -REPAIR
PROPOSED USE. 0 SFR 0: `"COMM Q OTHER
TYPE'OF CONSTRUCTION _0 BLOCK = "FRAME. Q. STEEL ._.
DESCRIPTION OF W6RK1 JU Li
-BUILDING SIZE 2 Z• SQ FOOTAGE. :IvGHT_]
BUILDING VALUATION'OF TOTAL CONSTRUCTION
�n
i
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C."
=PLUMBING. $
=,MECHANICAL• $ VALUATION OF MECHANICAL.INSTALLATION
ROOFING 0. SPECIALTY. OTHER.
FINISHED'FLOOR ELEVATIONS FLOOD ZONE AREA . =YES NO
' .
:BUILDER i COMPANY
SIGNATURE REGISTERED Y'/ N;.:' : FEE:CURREh Y/N.
Address License,#'
;.`-ELECTRI,C:,IAN. N; 'COMPANY
'SIGNATURE REGISTERED Y/ N FEEiCURRER., . ."Y/N. J .
Address ' - :`License#,
PLUMBER,, COMPANY;;::
SIGNATURE' 'REGISTERED Y/-N:_ ? FEE CURRE.N Y/:N
. . _
Address. License*,.
:.MECHANICAL :COMPANY
=SIGNATURE'°"' :, .71
REGISTERED Y/:N - :,.: FEE;C.URREM .': Y./N
71.
Add . '.:i; , . ..;
License.#, .
;`OTHERY e= COMPANY
'. .5 ONAT-URE_a REGISTERED Y/.N FEE CURREK Y/N
Address;' s.;:r-r::; .rT. p` 5:'t ;F,.F: - (+:. 3 '.,:..: _ License'#
RESIDEN! ;,•., `A c'1"3j iRlofPlans ,2' sets of Buiklin'"pla s``1 :set ofEne %'F s-R 0 P 1 "rn uv: stiuc•on
n,..l._._, .:_ (_) r.j_). . . .. g, n O r9Y.: orm W. .erm t0 e. .con tt
{nunlgt@n(1Q)a ojlcing.days afte) ubrri�ital: ate,:..Required onsite,Con§trucUon'Pians :Sto[mwater`Plans w/S(It Fenc6installed;
Sarlita' '
C.OIY9MERCIAL AttdW(2)'complete's®ts'ofBblldini�P dhari plus a U d'Safety"P'age;`(1)set of Energy Forms.R-O-W Permit for new construction.-
; Minimum ten(10).working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence.installed,_
SanitaryFacilities&1 dum star.Site Wo. Permitio all-new: d ectS.All Commercial re w—Ir ents,must meetcom compliance
P _ . P J q p
?,r$LGN:PERINIT AtfaoW(g sets of Engineered
PROPERTY SURVEY,reguiredfor.all:NEW construction:_..
------------------------
'Fill'out,applicaUon•.completely.
Owner•&'Contractor'sign-back ofappllcation,notarized
4f.over:-'$2500i.a-Notice-:of;Commencement-is required. (A/C upgrades over$7500)
r" ent(for°th'e`'contractor)!or'Power.,of`Attorhdy°for'the owner)would'tie someone with notarized.letter from owner authorizing same
'i01LERYHE.COUNi ERPERi1Al1Tl_NGz. - - c0 of<contractc wired
;Reroofs-ffafiingles _ `Sewers Service Upgrades = Fences(Plot/Survey/Footage)
Dlveways-Not over Counter ifon public`r'oadways.neetls ROiIV
NOTICE,OF DEED:RESTRICTIONS: The undersi ned°.understan s:that i ermit. " r: bt'„g� >. ::threp,.,_ may bexsubject:to':: eedfiF;restncttons-. .t,
-C `:.F, - r:A. =x` '.ti:.p.?:_^.a:._;.i::.Yo,CT..:: .+;.:.%ys. :"^. „•;-w: 4sfi.:•f": i .:,.;�:K;rc: e:.,i.` •x`--F.,
which,may b�a`more:,restrictive.tl atti Gourlt`:<re ulations ``�HofunM'M`red assumres res ir7 sibili `fiorr o •' ` `
applicable deed,restrictions. Y 9 g p ►� tY:. ...c mPliM6' viiith;any.
UNLICENSED':CONTRACTORS AND' CONTRACTOR RESPONSIBiLITI If°tl e>ovrirrer has:Xhirec)° a~contractor or
contractors to undertake work' they rrraybe:;required;-_.Io be=,licensed in accordance..with.state•:and-locai-4tegtil*tions�:a
contractor:!s4 not licensedr as-:requtrecl by taw;`both:the owner">ar d sontcactor=rna}t 5e cited.'�r. < 'sc3emeanor viola#ictn.
under state law.' If the owner or:intended::contractor..:are;uncertain as,:to what:licensing requirem,e�ntcrrnayo. Rpl r:*'far't6er=:
intended workrthey:are advised`to col lacfRfl i3:!?Moo Cpun 'Bi lldin"_itts` ec I-o—W-Divisioi =l=c+eiisin" ,S:ectiort at Z 7=
80.09.';. Furthermore; !f the 6wner'h66"hired`a^contractor`or contractors, he is advised to lhavetthe..contractor,,(s)4:sign_:
portions of the contractor.Block" of,.this application,for which.-.theyy-.will:be:responstble;-:-lf"you, asstt?e ov er s}git as tfie`:' `
contractor.;that may be an indiaation�that--h&19 not`'properiy'licensed`and is riot entitled-to permitting pA! iloges.In:Pasco r .j
County.
TRANSPORTATION•IMPACTI:UTIL-ITIES=IMPACT AND RESOURCE RECOVERY'FEES:;-The uridersigried.under6tagds- .:.
that Ttansportation Impact Fees and Recourse Recovery Fe. -may.appiy to1he.cons..truction,..of new:buildings,..Chat 9e i f~°`
use in iexisting"buildings; or:exparisiorx of eXisting:buildings, as specked In Pasco County Ordinance number 89,7.a fad:
90-07,ias amended. The,undersigned'al§o•understands;that.such;fees,:aswrnay}rb:e!;due, will:bej_identit<ed•'at t e tii<ti'enofr�' '
permitting. It is furtherunderstood tiiaYTransportation Impact Fees',and Resources, otovery,.Fees must be paid':priorta
receivitlg a...certifcate cf occupancy"or final,power release:-'If the projeet:does not invoive-:a:15dMficate of.oc.—cu,'
final power:release;;:the:-fees-must,be.:paid prior.to.permit' ;uance...#urth'ermoreFl if.Pasco:Cotiiaty Water/Sewerx l"mpaet .
fees=are due;:they.:mus#be,paid prior to,permit Issuance-:1maccordance-with.applibel I P co�Coority ordinances.
CONSTRUCTION-LiEN1. (Chapter 71'3;Florida Statutes, as amended): If valuation of work is$2,5.0,0;g0:or;more�l>;<
certify ithat ],••the,applicant,.have•been: provided-with-a-copy-.,.of.=the=:"Florida'--Conttruetion':::Lien-..Law:=Honiecwner's-..'
Protection Guide" prepared:6 the Florida:Department of Agriculture and:Consurner.Affairs. If the applicant iisomeorJe-:
other than the"owner",;I.certify that l_.have Obtained a copy of the°above°de cbeddacument:and;,promise in:gootlsfiithto:s...::
deliver;it,to°ttieIfthe� piaorito coixinienoernent: :.
CONTRACTOR'S/OWNER'S AFFIDAVIT: ::11 .41 at-all,the ihfo mation in this application is accurate and'that all`work
will be;done in compliance with all appiicable'laws regulating construction, zoning"...iihd,iarid=development. Application-Is
hereby; made to-.obtain a:•;permit;.,to da,�work'"and..lnstallation .as'°indicated: l'certify thaf no-work or.installation `has
ti... ,
commenced prior to issuance of•a permit and1hat all work will be performed to-:meet-standards--of all laws regulating
constriction, County and City codes, zoning regulations, and land deveiopment�reguiatloiis in::tl a jurisdiction: 't"also
certify that I understand that the regulations of other government agencies may`apply to.the.intended work, and that It is.
my responsibility to identify what actions l must take to be,in.,gpmpliance.:,Such".agencies-include°butt are not limited=to:
Department of Envlronmental`;Protecti6ii=Cypress Ba'yheads Vetland Areas and Environmentally'Sensitive
Lands,WaterMastewater Treatment. :
Southwest Florida Water Management District We!ls; Cypress .B•ayFi`eads, Wetland Areas, AI#eying
Watercourses.
Army Corps of Engineers=Seawalls, Docks;'Navigable Watenuays.
Department,of.,Health,..4,Rehabilitative,•Services/Environmental aRealth�.Unit.�Wells„Wash uvater:Treatment,
Septic FT0nks..
US Environmental Protection Agency-Asbestos.abatement.
- Federal-AvlatidmAuthority-RunWays: -
i understand-thanthii foliowing restrictions apply to"the use of.fill
Use of flLis not:apowed in-Flood Zane."V"unless expressly permitted.
- If the f1 .rrAtefna1,Js'to�be used in Flood Zone "A", 'it is understood that a drainage plan addressing,a
"compensating volume" will be submitted.at time-of permitting which is prepared by a professional engineer
licensed;liyahe State:of Florida. . ;
if the,fiil•'material::!s:�tb be used in Flood Zone "K-in connection with a permitted building using.stem wall.,
construction, I_certify.ahat-fill will be used only to fill'the area within the:$tem wail: ..:..,
if fill.-material`liAo-be used in-any area, I certify that use of such---fill will not adversely affect adjacent,..,....
properties.
.If.use,of fill,is found.to.adversely eiffect-44acent properties, the owner may be cited for violating:
-the co iditions_:of the=tiuilding;permit.issued under the%attached:.pecmit:application, for:lots'•less;tfian one {1}
acre wfilefi°are,elevated by fill,an engineered drainage plan is requited.
If I am..the.AGENT-_FOR,,THE OWNER;[,,'piomise in_good falth•to inform-the owner--.of the per-mitting•conditions,setforth in
this aftidavit'prior-#o"commencing edrtstttiction; ', .'understand that,.a„separate permit may be required for electrical.work,:•. -
plumbing, signs,:wells,,.,pools,:air--;conditioning,,gas.,::.or other ms4allations not specifically included in the application. ,A.;;.
permit issued stiallt�e ronstruedtto'be a'liceiser1a3.proceed iiitl 'ti5enrorkand"not'as:authority-#o viofafe;:caricel, alter,}or
set aside'any provisions of`the'fechnical codes, nor shall issuance of a permit prevent the Building Official.from,thereafter.
requiring a_correction:of-.er prs iri;'I''s coristructlon•.or violations-of-any=codes: Every'perrn'it'issued.,sfiali beeorrie invalid }r
unless the work aufhoriied'bysuch permit is commenced wlthin,,six,months of permit Issuance, or if work authorized iby
the permit-ls-suspendedtor-abandoned-fora-:period.oftsix(6.j'months;after the time the work is commenced. .An.extension '
may be_.;requeste 1,°.in.w.riting from'::tlie Buildfn'g�Officiai for a period not:to eeXceed<ninety(�0}'mays and will demonstrate
justifiable cause for.the extension. .;if.:work,ceases for ninety(90)consecutive days,the job is,considered abandoned.
Ni
1NARNII G`TO OWNER YOUR„FAIL URE4<TCi�RECORD A.NOTICE QF-COMMENCEMENTr-MAYRESULT•-1N YOUR ?Y
PAYING.TWICE;FOR,'IMpRfJ1F,EMENTSAT ;YO,�JWiOlk ERTY., IF.,YYd NTEND TCT90BTAIN;>FINAN'CING``CONSULT
0 HltOtIR'-LEI DER`fJRtAN'ATTt}RNEY BEI"ORE RECORDING YOUR=NbTICE'dF4'.COI{titiltENCENIENT`:`
FLORIDA JURAT_(F:S:;11.7,t)3) :•.:__• •: ' „. - .
OWNER OR AGE fN Y. . f1. ..., ram'' CONTRACTOR
Subscribed and sworn to(or dfftnmed)S_eFbre me this Subscribed and swom to(or affirmed)•befownie'this•
by ...:by..,... <:,;,, .
Who Islare personally,known,to,me.or.hasthave.,produced_ Whoistarepemonallyknowp,to"me•orhasthaveproduced:
as'ideritiflcatlon. as Identification. _
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or.stamped
r a
,aW J i 44
® .
nsu ate Patio
Cover
5
I e
i
"
Whatever the weather,you can enjoy the solid
roof construction of the Snap-N-LockTm Insulated ALL WORK SHALL COMPLy W.11 i PRF-
CODES FLORIDA BUILDING 0DE, WAILING
j Panel. For maximum protection from the elemerMT10NAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
run the panels the entire length of the roof. To ORDINANCES
i
provide shade and allow refreshing breezes to pass
through, extend the solid roof to your desire.
THE ORIGINAL
(REVIEW DATE
CITY bF SHY _ SNAP N OCK
j Pam$EMANNER C INSULATED PANEL
_--
I
7-01-09
In
Insulated Cover Installation Guide
2 4
5
3
i Existing Fascia or Structure
Z 3"Wall Header
g Valance Fascia
4 3"Snap-N-Lock" Insulated Panel
5 3"Extruded Gutter
6 Self-Mating Beam or Edge Beam G
7 3x3 Post-Notched for Beam Size
8 Bottom Post Bracket
THE ORIGINAL
7
SNAP N OCK
INSULATft"ED PANEL $
- 1
Insulated Cover Installation Guide
1. Install Wall Header
A. Select mounting area on wall. Snap a level
chalkline along the wall to locate the bottom
of the wall header. Remember,for proper House
drainage,the panels must be installed at a
minimum 1/2"slope per foot of projection.
B. Cut wall header to length. Level extrusion Optional:
and mark position. Apply Caulk at
C. Run two beads of caulking along the back Caulk top of header,
surface of the box header where it will -------. if en o ug h
meet the existing building or fascia board. room is
Extruded header is recommended for available.
maximum strength.
D. Position the header against the existing
building and secure into place using two#10
x 2"hex head screws every 12"on center. If
attached to 1"fascia board,use two#10 x 2"
hex head screws. If attached to a masonry
wall,the header should be fastened with one
1/4"diameter masonry anchor every 16"on
center. If enough room, apply a heavy beadzr,-I��oopt7ional. pply
of caulking along the top of the header to caulk at top of
insure a water tight seal. header, if enough
room is available.
10 ell, Caulk
Mobile Home
Optional-
Apply caulk
at top of
Caulk header, if
enough
------- room is
available.
-2-
rmnm
ACLL
- ' Insulated Cover Installation Guide
2. Post Bracket Installation and Post Attachment
A. Posts should be plumb and bottom cut off if necessary to adjust the pitch of the panels for proper drainage and,
at the same time,to adjust the header so that it is level from end to end.
(Recommended roofpitch is 112"for each 1 foot ofpanel length)
B. With the posts cut to length,plumb them again and mark the slab attachment. The anchors should be at least
4"away from the edge of the slab or expansion joint and 30"away from any crack. Two 3/8"holes should be
drilled through the post brackets and corresponding holes 2-1/2"deep into the slab. Attach the brackets to the
slab using the concrete anchors and hammering them into the concrete making sure not to damage the threads.
C. Next,fit each post onto its bracket and fasten with two 1/4"diameter bolts with washers and nuts.
Level
Post
1 4-dia.Bolt
Wall Header /w/Washer
and nut
Post
Bracket
Slab �
/ Chalkline Anchor
Bolts
e
a. Drill 3/8"hole with b. Clean hole by blowing e. Drive the concrete anchor• d. Tighten to 7 foot lbs.
the masonry bit at out debris. bolt far enough into hole with a torque wrench or
least 3"deep. so that at least six threads 2 to 3 turns from finger
are below the surface. Do tight position to achieve
not damage threads. the proper anchor setting.
-3-
AXTIAWL
_ Insulated Cover Installation Guide
3. Beam Selection and Stitching
A. Choose the proper beam for your project 2"
according to local codes.
B. Self-mating beams are to be stitched at a �.
maximum of 18"apart on top and bottom -
or per local code. #10 x 3/4"or#12 x 3/4"
self-drilling screws to be used to fasten the °?
bottom side of the self-mating beam. We �l
recommend pop rivets for stitching the top C2
side of the self-mating beam.
CQ
C. If local codes allow,you may choose to use
an extruded hollow edge beam or tilt beam
rather than a self-mating beam.
D. Let beam,extend past the end post twelve Self-Mating Beam
inches. Apply beam caps to cover end of
beam using#8 x 9/16"self-drilling screws.
2P
2"x 4"Tilt Beam 2"x 5"x.088 Edge Beam 2"x 7"x.080 x.160 Edge Beam Beam Cap
4. Install Beam
A. Set the stitched self-mating beam 1/4-dia bolt
w/washers
or extruded hollow edge or tilt ® and nut
beam into notched posts.
B. Level the beam.
C. Attach the post to the beam using
two or three 1/4"diameter bolts
with washers and nuts.
-4-
- � � Insulated Cover Installation Guide
S. Install Snap-N-LocW" Panels
A. Place the first panel into position with the female G. Repeat with each new panel until finished. The
side facing the outward perimeter of the structure. last panel should be squared off on the male side
To avoid scratches on the interior side you have two prior to installing to accept valance.Then fasten
options: remaining#10 screws or 1/4"bolts to beam(s).
1.)Roof panels can be lifted over the beam(s)top side (If panels need cleaned,use soap and water.)
down,and then turned over when in position. H. After all roof panels are installed,run a bead of
2.) Cardboard end caps or carpet pieces can be sealant where the top edge of the wall header
draped over the beams(s),so that the panels don't meets the panel.
brush against the metal surface. Check the panel for
proper depth in the header and square up to support Sealant Press ealant Reservoir
beams(s). ° seal°r
r Sealant
-� o
B. Fasten panel to the top and bottom of the box header
with#8 x 9/16"Tek screws 8"on center. J° c °
J
°t t J •
C. Fasten panel to beam(s)with 410 hex washer head ° r r
screws long enough to penetrate 1"into the beam.
The sheetmetal screws should be used in conjunction
with a 1/4"x 1-1/2"aluminum washer with neoprene ,
backer. When going into wood framing a 1/4"x 6"
lag can be substituted. Fasten the starter panel on the
side and the outside corner only.
Note: The panel must be free on male edge to Male
snap properly, and screws should not be (push from
placed within 4"ofpanel seam. `�\\ this side)
D. Run a bead of sealant/
adhesive down the
top channel of /
the male side in Leave the fasteners\
closest to male side at
the sealant reservoir, front untightened so
making sure there are no Header-#8 hex next panel will snap
head tek screws properly.
air bubbles/pockets.We
recommend using Pro
Seal 7500. Female b
E. Insert the second Start with female
side facing the
panel into the header outward perimeter
in a level position of structure.
with the starter panel,
using proper handling slab
techniques to avoid
scratches.
F. Position panel. Bump
panel together until it
snaps,bumping from
header to overhang.
Panels should be snapped together fairly
soon after caulking is applied to reservoir.
Wipe down top seam of panel to smooth caulk.
-5-
Insulated C®a/e1' Installation
to lation Guide
6. Install Fascia Trim with Drip Edge/
Receiver Gutter
You can trim the roof two ways:
1)Fascia Trim on all three sides, or
2)Receiver/Gutter in front and Valance on sides.
A. Cut front extrusion to exact width of roof plus 1/8".
Run a heavy bead of caulking along upper inside
edge of extrusion.
B. Slip the extrusion over the end of the panels starting
at one end and working the extrusion down the
width of the roof. Application can be done from the
roof or a ladder. A thin putty knife will facilitate Receiver/Gutter Fascia
application if the fit is tight.
C. Using#8 x 9/16"tek screws at 12"intervals,secure Drill a small weep hole on either
extrusion to the roof front. end of extrusion and at roof
D. Seal at all connections with Pro Seal 7500 caulking. panel seams on the underside
E. Drill a weep hole on each end and at each roof panel of the drip edge.
seam(every 2 or 4 ft.)on the underside of drip edge.
7.Install Matching Valance(use w/receiving
gutter) or Fascia Trim with Drip Edge Cut outer
A. Both the valance and fascia trim fit to the outside of 4-314�'
the front extrusion. At the end closest to existing
structure, cut valance/fascia at appropriate angle to
allow for roof slope At the opposite end,to allow
for gutter or fascia trim,cut out the flanges 4-3/4".
----- Cut angle
S. Install Downspouts
A. Cut two 1"diameter holes in the bottom of the Gutter. This should align with each post.
B. Place the downspout flange over the hole and fasten with#8 x 1/2"sheetmetal screws.
C. Insert the downspout elbow into one end of the downspout tube and fasten from the sides
with 48 x 1/2"sheetmetal screws.
D. Hold the downspout assembly in place to check for proper length and cut as required.
E. Slip the upper end of the downspout flange and fasten from the two sides with#8 x 1/2"
sheetmetal screws.
F.Attach the downspout tube to the post with the strap. Fasten on two sides with#8 x 1/2"
sheetmetal screws.
-6-
Insulated Cover Installation Guide
9.Final Sealing Procedures
A. Due to the advanced design of the Snap-N-
Lock"panel,it is almost impossible for the
panel seams to leak. As in any aluminum roof louse
structure,the most critical point is where the
header meets the support wall. For best results Drip Edge
counterflashing should be used. If structure
has no drip edge,use a flexible flashing such as
"L"shaped brakeform
Flex-Seal.
B. To insure a water tight seam,caulk under edge counterflashing tucked
behind drip edge.
of counterflashing that rests on roof and secure °'Pane d Caulk and
with a#8 x 1/2"screw at 6"intervals. ° ° ° °
secure in front.
C. Use Pro Seal 7500 to seal exposed screws
and bolt heads. Make sure to completely
cover the washers,because of the depression
formed when tightening the panels down.
Water can sit around the washers and create a
problem. Apply caulking along all roof panel Huse
connections to existing structure.
Optional Upgrade:Provide the homeowner a Drip
more long-term, low-maintenance solution to Edge
leaks,by also covering panel connections at "L"shaped brakeform
header,fascia and gutter; and panel seams with counterflashing tucked
Flex-Seal. The tape remains flexible,while behind drip edge.
moving with the varying metals of the panel Caulk and secure
and extrusion as they expand and contract. No in front.
fishmouths will form and the bond will remain 0
unaffected. The aluminum backing provides ° Parle!
J°t`Ot Jt o J t `tt e
superior UV protection. It also enables the tape
to conform to irregular surfaces for a weather-
tight seal.
Mobile Home
Drip Edge
1
"L"shaped brakeform
counterflashing
-,Pane tucked behind drip
° edge. Caulk and
secure in front.
-7-
i FRANK L.BENNARDO,P.E.
STRUCTALL BUILDING SYSTEMS
DESIGN NOTES: MAXIMUM ALLOWABLE
EPS FOAM CORE ROOF PANELS - METAL SKIN PCOASITUILT VIAENDD NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:
LC FOR USE WITH THIS SYSTEM 7US FOR i MWIT ONLY VAO
HAVE BEEN CALCULATED IN ACCORDANCE VAUD 0NOWnN ORKM EN(gaR SRJ
WITH ASCE 7-IC AND THE 2012&2.015 Gy AS NOTED IN CLEAR I.D rl
INTERNATIONAL BUILDING CODE USING SPAN TABLES
ALLOWABLE STRESS DESIGN METHODOLOGY
Ij
TOLD WITH THE CRITERIA OUTLINED HEREIN. Z
TOP St BOTTOM FACING: 0 LL,I^h
ENCLOSED STRUCTURE LOADS - Q(®
1. CALCULATIONS BASED ON ASCE 7-10,Vult-13D MPH-380 MPH,
030-ALUM/ 0*030-ALUM ENCLOSED STRUCTURE COMPONENTS&CLADDING,RISK CATEGORY.II,`KdziO.85,KZt=1.0,KZmTABLE 4 U
0.024-ALUM/0.024"ALUM W.
• 0.
• 26ga STEEL/26ga STEEL 30.3-1,GCpl-+1-0.18,15'MEAN ROOF HEIGHT. I,u Zr-i
36"MAX OVERHANG Z<g —x.
AT FRONT,25%OF SCREENED ENCLOSURE LOADS: -,-,- Z'
C !NN i W
HFDULF(SEE C LL'AR 2. WIND LOADS ARE TAKEN AS THE MAXIMUM BETWEEN ASCE 7-10 ENCLOSED STRUCTURE COMPONENTS
LAST PANEL WIDTH SL CLADDING(AS DESCRIBED ABOVE)AND THE GOVERNING LOADS AS ILLUSTRATED IN IBC TABLE 2002.4 #4
SPAN ALONG SIDES,TYP. FOR VERTICAL LOADS ON SOLID ROOFS,UP TO IDVMEAN ROOF HEIGHT,Vult-130 MPH-180 MPH.
z In
OVERHANG** FEN STRUCTURE LOADS: -10, 1 0
3 CALCULATIONS SAS EJASCE 7 ROOF OVER OPEN STRUCTURE COMPONENTS&CLADDING' ID 01
OBSTRUCTED WINNS FL05W,RISK CATEGORY-11,Kd-0.85,K=-1,0,K2-0.85,tS'MEAN ROOF HEIGHT,
Vult=130 MPH_180 MPH.
-LOAD COMBINATIONS UTILIZED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE U) SrATE:
57 DAL-25%
ALLOWABLE STRESS DESIGN LOAD COMBINATIONS ILLUSTRATED IN ASCE 7-10 C)SA.27525
**ALL WIND SPEEDS LISTED HERE ARE Vult WIND SPEEDS,Vasd WIND SPEEDS MAY BE CALCULATED WITH Lu OHS 16927
THE FOLLOWING CONVERSION:Vult-Vasil x V0.6 nNaososes
(SLOPE CONNECTION AT P I *CALCULATIONS CONSIDER 9.46-ROOF SLOPE.ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER E�A30341
PER Bul, ;I,*PSF AS DEFINED I IBC SECTION 1607. OME:10478
CODINGb -------- OPGUTTERTIONAL GENERAL NOTES Ln
OR
HOST STRUCTURE DRIP CAP 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE OMA.43224
PER SEPARATE REQUIREMENTS OF THE 2012&2015 INTERNATIONAL BUILDING CODE FOR USE OUTSIDE THE HVHZ. ck:.
PANEL COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER 6 SECTION 803,CLASS z 114NA3001
ENGINEERING DEPTH A INTERIOR FINISH,AND 26 SECTION 2603 OF THE FBC. 0,0,
2. CONTRACTOR INVESTIGATE AND FORM TO ALL LOCAL BUILDING CODE AMENDMENTS
CONNECTION AND WHICH MAY APPLY.DESIGN CRITERIA BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL ZW3019621
HOST STRUCTURE SITE-SPECIFIC SEALED ENGINEERING. ONHAD624
3. NO 33 IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. no:
NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A mlwmoo
PER SEPARATE 4. DES16N`PRESSU
ENGINEERING 2.0 FACTOR OF SAFETY. CINC:PBM7234
5: THE ARCHITEcr/ENGINEER OF RECORD FOR THE PROJECT supEpsrRucTuRE WITH WHICH THIS E1 CbH:66436
.
DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY FALL SUPPORTING SURFACES TO THIS OPA:PED60991
DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
SUPPORTING PER 6, SEPARATE'SITE-SPECIFIC SEALED ENGINEERING S IN ORDER TO DEVIATE FROM
STRUCTURE GI LTELALRB15,gW REQUIRED <M.7928
ENGINEERING LOADS INTERPOLATION 0 THE ALLOWABLE SPAN OSC21507
TABLES
DEFLECnONS,OR SPANS CONTAINED HEREIN. am mtx:9.0 LISTED HEREIN SHALL NOT BE PERMITTED.CONTACT THIS ENGINEER FOR ALTERNATESPAN
7. THE O
CALCU SYSTEM E T US AS MAY BE DETAILED H%UREJENIR DiS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 82
I
SITE. CONDITIONS FOR SITE DNS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
Er TI D 0402 O38109
ENGIN zR OR REGISTERED ARCHITECT
CLEAR SPAN ISOMETRIC CONJUNCTION WITH THIS DOCUMENT.SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN J:e ME C'.
S. EPS PANEL PERFORMANCE CHARACTERISTICS FOR IGNITION,FLAME SPREAD AND SMOKE THROUGH APPLICABLE ASTM TEST STANDARDS. �POIRT
N.T.S. ISOMETRIC DENSITY HAVE BEEN QUALIFIED SEE EVALUATION RE
FOR MORE INFORMATION. 11090,CA2030
9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING V
BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA.THIS vs 9 l-
ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR
REGISTERED ARCHITECT.
IO.A.SEPSAC60SR COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-11254 ALUMINUM PACT—TM 3!C TYPE
SEAL ALLJOINTS OR a DIP GALVANIZED G90 COATED STEEL FACINGS.EXPANDED POLYSTYRENE
WITH CONTINUOUS 0.024-ALUMINUM, FOAM SHALL HAVE TYPICAL T DENSITY Of 1.0 PCF.THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM o so
CAULKING 0.030"ALUMINUM FACING WITH M, M141 SERI
ES ADHESIVE R11M.1 AS COMPANY).FAIII.11111SIlEtN HUI
APPROVED
I.CT N ETHOS Y
ACCORDANCEMANUFACTURER
UFA&. FOR
L'PANELS.iA
ILS DENSITY A STEEL THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO EPS /,OR 26;G 11. ROAN DES H S IS
2. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL ION AS SHOWN ONLY,USE OF THIS
CORE FOAM SKINS
PREVENT ELECTROLYSIS.
SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST Hal
It DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM EREC
TION,jnON,,lFCONSTRUCTION PRACTICES BEYON THAT WHICH IS CALLED FOR BY LOCAL,STATE,DOES AD
M DEVIATIONS OF THIS PLAN.
.I w
L CERTIFICATIONS OR AFFIRMATIONS ARE
ESSLY PROVIDED HEREIN,NO ADDrrIONA 13. EXCEPT AS EXPR
INTENDED.
I M
14. ALTERATIONS,
OR
ON ADDITIONS, OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE THIS CERTIFICATION
CROSS SECTION AT
TYPICAL PANEL INTERLOCK TABLE VALUE DERIVATIONS: 15-2409b
PANEL INTERLOCK F�%_Al_PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos,TT-506027B,506D27C, SCALE:NIS UNLESS NOTED
506027D,509014A,5090148 BY TERRAPIN TESTING,ESPOI235IP-1,ESPOI23SIP-2,ESP0I235IP-3,
DETAIL ESP0123SIP-3A,ESPO123SIP-4,ESP01235IP-S,ESP0123SIP-6,EXP0123SIP-6A,ES,
ra
ESPD12:`51 P-8,ESP0123SIP-9,ESP0123SIP-9A BY ELEMENT MATERIALS TECHNOLOGY.
N.T.S. DETAIL 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT AS WELL
AS CALCULATIONS FOR PANEL PROPERTIES. _u
MAXIMUM ALLOWABLE CLEAR SPAN TABLE POOP OVER ENCLOSED STRUCTURE:
WkKf I1tC[ttffi Lkie[IIp1 3PareiS 4"Panms
5pep0 BxpOsu a umit B.oz4 Al- 60.03X MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER SCREEN WALL STRUCTURE:
PdRi� 3rolUpYrt un Skin Alum San Alum san m San SleQl�sMn,y�7r 0'� Sfeet
ttl...7 SKh ANm Skin Wnq 3•PAna1T
W B +!-2p I 1-�EPS 7{B EPS 1{B EpS t{g EPS i-(g EPS t{B EPS T{B EPS i{B EPS t�� �ft8� L.8FN
FpAN
� B H-20 tsf 78�0 �p�,$4. 9�f t3-17• t5J' M'd• 15'$ 7T-P MSf+PeaNd1 Exp0lme 3lw UpllM1 Lkne a.ozd" 0.03P R02d• 0.030•s q J fi'PariUs NAAOa.P-E.
17-2' t3dr y3:d• 1T-0• (y.? ANm San Alum Skln lum San lttm SYO Sie y Sk"vi AIPm SMn Atun Skin f!S�bpy C� +'H//---�2'`00�Pstft 2t2q24000 aaTdb'• 113?-$77° t131'-'--1t1•' 7i1352.3Fg.' y11d94•'-0d»7•'' 7ty535$'-At°' t165-'S7? f1eTE$b'• 40 B8
tf-?0 ! t20 t{17Ba1'd-EQ"P'S S-1i13g3-'.1E0'P•S t{S7 EP 3 f{8 EP5 7-t1Bd CEP S y{7B9.E8"P S 1 e o5_y•, .. . ..� .s
..
§g g�0 pD ++//-2Z°p Psrt y1B2°0 1107''$'4' �7�3d�T, t/2t._27•'• SiS?$b•' 7Td9'd-0'' 1753t'�6° 7i6r-1SY' 71T7-B8•' 49°0 CC ++//--2290 Ppsg!f �yC400 !4t<9'' t1o2-161`• t/a7•-'-i7r" 7152'sG' 1194'-dd'" t159-0-1^' 1765'7'SY' 119T-86' -
100 9 +f-p f 240 a-d° 72$ 71'-Y 72.5• ib � tS 1° t&-i2 yT$ 9° C r/.2P st 240 Q� 73'$' t27 13'+J" 14'-0$" 1 17'-6' 7T-e• ALIO FORIPEaaVIONtY U.NO m im • •'O psf ,20 tY'$ f3-tt° 13-0' 13'$ 90 D th 20 st 12£• iT-1• 9-1' i6'-17 iT$ NJOOA1YWimpDta;q.
S f00 B +I-y] f yBp 10'd' t.?JT t2.2•^ 153' id'-0• iS$ 1T-6° 1TA• 4p D r!-ZOpf 1D0 lti7 t3'1F 13:1y 16'0° t4-4^ 73-0' tS'-6' fS£ `DNS ENGWEFRS
iW C / P8f 2a0 gs t7$ ti'-t" i2E' ti'-0° 75'-1' 15-12 iTE• 4° D +/-2° 1 24q /3'-0' i2-2 73A° 74'-4" 19$ t7'b• r7-6' W O 7$ I o
/� C +/20 P8f 12D .17'it' i3-Tt° 73-ii• 13•-4 y3+P 75'S 1SL' 700 B .f-20 Pst f20 S`"'8' /7'-i• t2'$ ig-1' 76:y7 1TA' q•-rC,oy •UI�
7� C i!x1 f 1B0 10'd• 13'-4' t2.2• 193' td'-0' y5'$ ST-F iTE' 700 B r/-20 t ygp 7i-9 73:tZ' 73-11' S5'3• 14:-0" 19-0• t54' ,&8 #M ih o _G
7S' 100 D 1.�P1t 240 Q-0' 7?8' iK5' S3Ji' to-0• t5'-S' 56=17 1T•8` t04 B r!-20 P3/ 2M fa.F S9-P tZT y3A. 73-5' iT-6' i7-8' �W J� �
y tOD + Ef f TZO 11'4T 13•tt• t3-1Y t2b• t3'd• ts'A' t5'b' y6.b, t00 C rF20PSt 220 yg� t?b• tt'_y 52'6' t9-a' 73.y' 16-17 iT$ °-N ¢((�((t
0 1W D +I-20 / 180 70'd" S3-g 12-2' 753' Y4 d• 15'$ 1Tfi' 7RB' 100 C :1-20 ( 180 ibd" 1a-17` 13'-lY 15'.1' t4:-4" 13.4' 75'•5' ts$ _.._. _ ..__ �Z=".'> f�,'.x
SQ' 176 B +/_��! 12p 9-0• t26 t7-7• 13.4' t4'.I• SB'-,° 76'-12 ST-0• 10tl C rf.211 psf 2d0 �-0� 1Z2 13'-0" 14-0" 19A' ]T-6' iTS _Z y U� i �tyW,w
a5 116 B 4. tP3 St'.P r2!' 7Zb' 13:4' 13'1J' 75S' 196' Y00 D +1-20 f t20 g-0• t23' 11'-1' 72'b„ t3-0' 15.7' 16'-rY 77$ Q LU u' (Ju w
ti6 p +/-� 1 180 Q-T St'-T ya-iP 12-ti• 12-i` 13'3' 74'-4' 74t7T' t00 D r1-20 f t80 it-a' to-77' la:y7° '15'.1` 1.T-4• tab' 15fi' IS$ W s m
p 116 p y-�R'` 240 Sd' 7t'-2' aat' YT2• 12 1' 133° 14:g rd:tt' 100 D r!-20pst 24q g� 17-4' 72-T t3',9, !4'-C 15.6' iTfi• iT-B' B2 ry Q a m z <
O ]76 C +!- t20 t0'di' Yi'b' 11'.yy 12'$ 13tP tt6 B +!-ffi Psf 12q i2b' 1Ry. ,2,£ 75.1' 16:t2 17$ jriJ o lu
,16 2B lTit ]BO g.2 7,'-4' iZ 7• 12-1t' t7-T' 13'-3" tdv iJ'-0' 176 8 r!- 7a.10' t7a' 1T-r t9.4• 13-Y 75S' t6$ W M v� o
t16 ❑ +1--��f t� B•d' 7itY 9'-0yp yZ2. 12'-1' 73'-0" 14'•P T4:1y Yt6 8 +1-26Paf 2d8 g$ tYb' 11:7 t2'd° 77•B^ TaaO• 7sb• 19-r Z Y)µ.--• ' w
116 D r!- `'0 t0.9' 1y.,g, 121• 11•-17• 12'-0" t3-g' NB C +626 1 8'-r i7.6' ta.7" 71',S° 7?-e' 13-70• t5'b' !9-r Q 4 u`K
776 D r!-�W! t�7 g.2 11'A" ya-7P 12-07' 17-1" 73V3' 74=? ya4�. Ytfi C +J-26 7 10 B$ 12.2 12-C 79d° 7T-6 Y2.8' t4�• t9-2 6'�W v� w
130 B 2B t 240 ad' 1142 g.yi. 725' 17-1' 13'3` td'.g 74'-Tt' 11S G y-ffi S 240 s 124' Y7:2' 12y" 77-ff i3.8` 75V' t5-F IL T1 0 C� �a,
+f-2B t t20 yqb. 11'2' 11tfi•' 12'3• I3'-4" /441'
t7S D +f-17 t 120
130 B H-ffi psf t°0 tt-T y7-• 12.-y� 77S D y-27 Psi iB0 g�y
1 1Z'-11' 133' •' tJ'.2° 173
a,7 Yi'JT tb-rP 123' t2:y. ]J'J' I4=1!• Z1S ti'`7]• 10'-72' y2.5•
tz-r' ta'-r 79-1• STATE:
730 135• T9-0• t5.2 � 7'�L25S5
i 130 G r1-28 t ?40 9.m 1r-2 9!11' 11'-• 13'-0' t4:g' 74tN' y� 2d0 a.4, Tf'3• 77$' 13'b• tS-0' 19-7 LU QOA:2r515
"�' 130 C H-2B{St S80 TO-T TP$ 1Z-1• 2 �2_�y' 123° S3-P iBb• y� B f-27 1 t2q ia-S' 1?.y Y25, it'q° i?-Y i25' 73:17' 1J:71` f-- QM5:16427
17aY' B. rf-27 psf 180 13'3° T2-5'
EXA
t} t'•p C t1-28 f 2d0 ad• 11'$ 9 y�' 12-0' 72'1' 13' 76.9 i4-/1' t3° 8 y_Z7 f 240 g-0 12''7' 1Ry 72,!>, 19-7• 15'2' 19-4" C�IIV:10608g8
m t30 D H-32{sf i$7 a-P yt'_i. 1TZ' 17'.11' U'-71'
730 D +!- 11'-0. 724T 13.T 14 J' 130 C +A27 t 120 B$ 11-0 ]a-i' fYd° 77-7 S9 r,' 15=2' 19d• '-
' 13° ❑ r/-32�t t80 0-1P 11'-7° iab' ��,�. 11'6' !2'£ 13'iP if't^ t31�0 C Psf 180 1,g3 71_11' 73'-i• 72E• t.T-0• 13c N OM;10311
($ t40 g 240 S$ 1P$ 1/S' 72'$ ta'iF' C r!-Z7 11-11° 723' t2.Y 17.Y 13b' B.
U] N ChD-28IS2
+1-26 tsf t20 I a'" tab• i'P J' 73° ❑ s1-27 f 140 8S Y7V' 10:72' 7Z3' i35' 13�17
' ,� B +f- t0''8 17'aT t2-t" t 11 b' tt$ 733 14'-1• 28 Ps7 520 Ta.C' 4_!2 11'8• S7�'T S t2 yS-2 �T co[1FW:43224
R 1� B 20 r 780 Q-2 ,7'J7 y0-7P z1r t2.1• fa'3'• 16:¢' td:l7` 0 ❑ rF 28 Psf iB0 it''B• iiLy2• 12-70• t2fi Zb 757Y• 14:70" q m om:44491
k y4D C y_ / 240 S-P it'-Y 9= 1T�' 12•t• L7'3 74'.g ti_71' t30 D a/-ZB t 240 �7 Y1'8' 10:10' 12 t21P 13-2' 1Jtq' id'-10' '�O m LML4300f
tsf t20 S!• 2 11-t1' r2'$• ys 140 B +1.27 Pst 120 S-'1• 11y 9'1Q' ii:t• 71:10' 12-2' td'e• id'g0' ~X .. 0140:'_ td0 rf-32 t Q tP 77_y 1 i'6" 12.2" g t4b' id0 tb.6' 1
C t8D C-1P 7T'b' B tf-27 s( t80 g-0. 11:YT 123• 13=1` t73' 795• d3T2 75-2 ¢a =962
7m c +f-a2 r 77'y' tab" mtP Y?b tsar ]s-r
LLg 7� D +1-33 Mr 120 Batt• t0' 9&• tag• ti'b• iT-SC• 19�3° tm_y a0 C .I.� f �0 B-1^" n'i' 9'-tz• n'b• 723 iab' Tattz is-? ~ a n Oell•
$ ta0 Dp +!_39 t 100 a-0" ttl'-i" 9�q, ii'-1• r0'd' t1'-0' 1Z-8" 129• top C rh23�f{ 10° g� i1 b' tt-f7 !7-ZP 1?-P 17-0' 13:yy r31t0• to t�i QNC 3MSM
H-a4 Psf 240 1t'a' yq•,a. td0 C +i-28 ps( Zdq '7 17 d' 70=70° 72'.2° t?-0• 732• tb'.B• 14'-10' IM u�t CNCPM6dD38
�' i55 B +1.37 t 120 912 7a-t' B'-7t• 7a-0' tOt'i• 15'-f° 72-5' i7.4• td0 D r!-3q f Sd 1y�i• a-y0' yye T3'2' td'8• y4'-tD• +•t
3 S56 B N.37 t 780 B'-11' 11'-0' 117' 17S 1P-7. t2,$, 14'-2° S2b' id0 D r1-30 f 720 fa-1" 11'b' ir'-P t2'b' 7110 it2• 73'-4' 14-B' `.1 a OMPEOfA'.T91
DRIg 7� C 'i•31 PSt 240 S.2' fa.yP BT ii.it' 7t=7' 12'$ 14-2" 1d'-0' 740 p H-bpi( Ypp g-0' ti S' ta-0" t2'-0° 7ytQ 722t0' td'-0' Y4'-E „J g MQ2J26
3 y 37 I t20 10�yP yfe7• 11'_ t55 6 rf_ 507
28 ( 2' 10-77• ab' 7a-11• 9' 'y2.10• 14'd' 14'.6. Q to OTC:9w64
a-0' ta$ 17` t3S 1P-0' 120 tad' 1T-e` 72-0• �•'-• O O1X:9b069°' S``i6 C H-a7 t tB0 ft7.6• 10'4>' t55 !i'$•
tt'.3' B r/-20 sf 180 _57fY 72a0` 72-Y 13,2• T3'b' r4S U O�'f:8382
155 U ♦I-�PBf 240 TT 20',2., g-0. St"2' ,0'S' trS 1?-yP 1T-y2 TS5 B rf-Ze(7sf Zqq 76:tp• t2J' 17-Y 13'_yy. OvA:
i55 D i d5 f 120 B'•2 g.@' Q.6' tag, 20'Ji' it'2' 72T 12'a2' 755 C s/-24 t r20 7Sd, ti'-i' 4'-70' if:y TTt1 T• 134' a38104
E t j G6f tBft T-iP to 2' a$ 103' 11'-4' 755 C rl_ r(f° p jY. yi'b' it-g 52•d• t2-1•, 199 14-P ME:
8 i� D !- psf 2d0 T-7 g.2 Q3° 0'b• 10'E' 11$' 'C +/-2Qpsi t7S' yg,0. t1.70• T475' 14- i5W9,(A2782
t65 B +/-3S Psf 7B0 Qd• Sa-r 1a-P yy=. ab' tOb ti'$ yT-g. 755 D +/-3d 9i y20 B$ tOtt7 e:Q' t0'-Ti• 71'-4'• Y2-it' T4'-6' id._.r ton) O1D:
t65 B y- e.T 7P_7• ib,2' 10'-10' 71'-ir 13'-d° 73'b' t55 D H_��i y� gS tP-7' T6tT1' S1'8° 17-Y 13-7' !4'S 090.CA203o
� 1°5 C +/.42�f 720 e� 7ae a2` iT3 10-i0' T1'•11` 19d' 135' NQTE: i
t55 D tl-34 f T-iP tO-T to-? 71'b' SO'at• 7T-72• 13'd' 19-B' �,���0 r,.
765 p W 2d0 tad• 9'-3 i/'-12• 13'd• tom• o$ �^+ � ?tab' f T2-tP 29 1
h iG5 gr gti0, 71.8' 135' +/-Z9 f 11:tP 77-57' t3$t� c .naz r 180 9-0• g-r ab• taa• Q-1o• taa°• tz.Y ,az• 'B� B Ps B�o g_r t'b' $° In1o• S
,y t65 B +/-ZBpst it'S' !P•4, y7.1. -r2• td:6• td:B' Y y S y� � f 240 T4 g- to-T' Q-t0' taatl• S 24
SEE TABLE NOTES DETAILED ON SHEET 3 T6S S-3' 71'8' 11'-10' y2-72° s
3 D +/- fit/ t20 '. 8:1i• a-0• Q-70' 10'$ ]2-0° t2.2' C y. 120 1g� S 7' u�a��-' D 12
7G6 52 ps! 18(I ,r, �7• 5.11• g.1P y� C r!-a2 ! Q-Q 10:72 tat2' 11:g, 12_7' S4'$ �i .
t65 D ra 52 r ' 6`ir &7, raty' n•-t• 3z pTr iso g:yg. Tz:t° 1r..r !�-c ,2
2d0 S-1t• 165 70-77 t75' f3= ¢ U
170 B r/-37 psf 720 ^g-y. Tq,a, St• Q-t• S-ti• 9-,P 1V.t1' 11ty, t65 D +!-3Q 7 240 S-P TO'8• � it b° 11'-4' 125' 13'-iP 73tt2` o�G��� B
Tro B H-37 I 180 Sb' 10'$ ta$ 7t'3' 10'-7' 1i'.r 17.11' 7T,' t65 D +f-34�! 120 8'-1P Q-12' 7a3' yb_-iB1°• t1.4' ,1'-4' ta'-2' T3=T2• � �
tro, C r/-45 f 2� T'8' Ta-2 g-0• to 2' W 7' 11'_T YZ.7/' lS.r' tro D �f��t 2d0 T$ 91T 4-9' 7P_it' tP-3' 113' 77b• t2-8 ��� � 8
170 ps 72p gq• g.4, 2• 10'-7` St',2' y2 B +F24 Q•t2• 8-10• 1T3' 77Ji'- S2$ �o Q
C +1-45 if 7` ta3. T /3-T' Psf S2b ia-T g-1Y Ta.T ya_ `t'� B �$
fro p H f 78p T-tt• gs. g-0, a.T 1q'-e 7n9". tr-iq• 17D B rF 2g Psf !6o Tr-5• 7rJ1• 72T 1T•to• ,Y txd• tz-s °�ws�- � � s&
7ro D +r-�csi � r.T trd• as• ab• gT to's ,ng St•ao` vu a tr_za i 24o e� 1u-� toe• 7z'-y° n'-ro• 1z11 fas` /4-r ,�ya! �6 t70 D +/_55 r tip a-0• aa• 8•d 70''G' tf''2 21'-7P 770 C +f•a-0psT 720 77S t0'�2 a-a 7ad1` t1'-Y lz ty tam• to-r r��r�
tro D +/-55Isf 2d0 a? S-0' q-0' B,B. 4.6 tbit' 77° C S-8' 10'-8' rT'b• 12' /2-0' 73'L^
rar SPA' S70 ❑ +1-34Psf 24D T-iP t0'S• 10-2' f0'_ 1Z-0' ta'd• f8-r �rnrrurt mewaniacex�sst'� C ./-bt Psr 720 "t/. .,,.• ><,. 0-0•• B•.yi, B'8• a-$e' 7a:r SOA• r/.s7 Psr izo B_ gam' T4•b• ib'112 73-r
/Bo g'$' a-0• tp-2•
no D resat r 1Bo T aa' 4�n• m,b, 9,. 2' lydo' t2::Y /3-r 15-24O9b
8-11, 4-11• 1VA.0 H_51 Wt 2d0 g'B' 9'-0' Q-H° S70 p Sd' g:8. 9:r _ 1' ]0-,1• }2'-Y i7d•
SY 4-Z` g.q• 11 a' yi'2• 7B0 C #�81 Pst 2d0 7d• 9'.8' S$ 10 9-11' to-ti• t2+.2 StAM NT3UNIE3S NOTED
a-17' t 1T-2' 7B0 7Wi 720 S-t2 g'g 9'-tt' to-0' 12-{'
180 � +l-97 ! t80 S-,1. 10'v^• tab' 77'$^ 7a$ ypb. 72'-t' tZ-0'
tf.37 p32 2d0 7'_7• a-1T' 77'Q'° 1b-6' t2:i0' SRt1• /_^s 3
tP-2` 8=1Y 10'-7• tb8 17'-2` 1t7b• t7-ti• (!/i 4)
MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER OPEN STRUCTURE:
Wind Deflertfon •Pa is 4'Pa as ..
Spell Ekpasute LLfe Load Lkrit 0.024' O.D30' k02a' 6(L a-s
(MPH) B/Dr UpfiR lum Skkl Alum Skin tum ktn Attrn krn Stetl95tdn um SkZ'rin Ium kIn 9a
74,6 EPS i{g EPS!-LB EPS 1- �� FRANK L BENNARDD,P,E.
8° 20 sf 120 Ep3 1-LB EPS i{,B EPS T-LB EPS 1-LB EPS _
B i/_
• 80 B +/-20 sf fa0 10'-0' 139'•. f3t,1` ,5'a' 74'-0" TStg+ iR6' iT-8° ,„ ,',__-
8 17*8" - •
a 1Z� 1t`1 '2'a' 3'-0" f3 g• is'-s f6*6. MAXIMUM ALLOWABLE CLEAR SPANS FOR ADDITIONAL LIVE UPLIFT LOAD'
80 C it-ZO sT i2D it'S' 13:1T' 13:11' 15J• i4'-0" OJ�VJJGSI,�V
B° D `/"2° st lsa tow 139' zz 138 1Ss lna' tre' PRESSURES-SC &OPEN
Oeecl SEE NOTE*
80 C i/'20 240 g:4' 14'-0" 15-1° 1g.12' REEN ENCLOSED _ ,..
86 D +/-20 sf 120 11'a• 13'-1 f• f3:77T 12'a3• 13-0" 13.9" 1b'-5^ 78'-8' 3•Pane75 9"Panels :g itA D �/'TO sl 180 f0'-0" 13-8• 174' 16'a' S4-0" TS-8" tr$ iT$' i.ite Lvatl O 0.O2d' 6'Paneis vnuu voa�r nwTorvivua
3 ,� D +/-20 t3'-0• 14�•' SS:T' 8/orU:ih Limit 0.030" 0.024' 0.030' 28ga 0.024'um Skin S O,O3p' uDDRYN7INOPoQUI D7CNFPR6
240 0'4' 1T-0' t 1'-1' 17A• f3'-0" 78.12• ir$ P tum Skin Alum Skin Atum Sktn Aiteel SMn A4Lm Skin ARmt Steel a
a 100 a t-20 18D 10'4' 15'-g' 1-16 EPS 1{g EPS 1- teel tD N�� C +�-2D s1 240 8:4' 1T6' f3'8• 14-0` 15-1' 18'- iT$' �-TO psf t20 14-70' 18'-°. iT$PS 1-IB F.PS 1{B EPS 1.LB EPS 7-LB EPS i-LB EPS �0.41�
q 100 C + 20 81 120 11'4l' t3'-!1' 13:17' iSJ' 13'-0" t3-a" i6'$ 16:9' +/ lO Psf 100 72'-12' 18:0' Y5'q" iB-9• 20'3' 21'.B• 24'-0" 23,-p,• 0'�m L�
70'-0' 14'-0" 15-8 iT-� + 10 f 240
13J^ i7:B' it''H' i5'-H` .t3'-S)^
17:3'
i8b
itD C +]_20 sf 240 17,2' 13'A' 14-0" 15-5" +/.15 Dsf 120 12'-12' 15•e• Y8'-YO" fa-0•
2,,-0, ��, o z
1!D 0'-4' 1T6• 78.12' 1T.3• 18'S" p1:g•, g j LL N o Q
u 1i8 D +!- T3: 11' 1Sa' 15'$' 16'_ N+OTE•':THE CONTRACTOR40 Y1-4' i5'-0" iTa' t��• 75'.7' ___ a F e o
' f2'43' t34" 7T-B• 16-4• -
T3: 15 Psf 160 f 3'-,,. 1 1' TO-2• - K[Z=°•' ;: WE
�
fOD 20 180 tt•5` it• 13: 14'-0" S t8'$' +].t5 sf f5-1, 6 IS:f• 6'�• 76'.7' f8:8" 19'-7 T' Z Q d� i zQ
100 D +/-20 st 290 138' 1T.T• I318' 14'-0" 7S_, tt's' t7:8' ,0'-4' 13'_g• 72,-2„ ..l3�H, f`-- t6'-t2' (t
1T$• ig_• 72' 17:g' -FED SHALL 18•-T, m Y m
NOT IMSTED TO ANY C�ONCENTRATOED SERVICE LOADS WHICH IMPOSING LO7U S 0*4 GR�EAF!fEft DESIGN j N Q Le'h T !451 p
'4 i i6 C +1.2g 240 f0''•b' g_17Q• tra' f7-i" 23' 14:9• 14'-11' ICIENS D ENGINEER OR REGISTERED LOAD
CRITE- SHALL BE PROPERLY ANALYZEDGREATER
BY A
[ + 28 7 i20 1f'2' it•-ii`
7f8 C +l-26 Psf 180 2 11'•H" 73'g' tas'
11B } 8'4Lu
' 9'-ito• 1'2' 11z.1 13a" 74'-g' 14:11' 2 t0 K 3j w
116 11" 12'a"
$ 118 28 sf 180 ID$' iP9• t2-t' 13'-0" 74:g'
g,-2, 12:11' tr-1" 13'-3" 14' O W°S w
A D i/-28 240 g,-q. tt'$" f0'-10; ir3• !Y_i" 13-3 iq:g 14.-11,
730 11'2" x
g-1f• 17:2• tf'-!!` ��6€
X t30 8 /-2B sf ta0 g.Z� �j.�• 17T"!" f2'-i t' 12:7" i3'3" .114,_� 14'-g'
STATE:
ul
w
irx 0'-to• fra• it-r' 73•-3" t4_g�, A�L•2555
aaY' Ira' 1r-11' ira^ r3'-a' 1a-Tr � OcA:z7sxs 130 C +/•� st f2O !0'•4' it'$' i2t7• 12:f0' 12:1" 14:9'
130 18Q H'2' ,t'A` f0= 13'-r 14'-g' 1Tar On9:165v
4 136 C +/-2H s} 240 g'-4' 11'-t" g.!0' tra• 12••P• 13,_2•• 14'-8' I4'-11• n �aaEeNla
D +/.35 si 120 9'-5• 10-r 1• t2'-3'
fO• }i:
D it-3•'` ig0 a:r 1g-7^ 1p 11• 1!$• SP-f t' tt'•t!• i3:4'35 13LO, N On1E 1047s
D +l- psf 240 r-10' ig5' T 115• tg-11• 11'-t t' t3-a" //��� y�NO:Zat52
140 B +!-2g 5f 120 0'3' 10'S' fg_71• 11'S' 1T-1,' 13:8' 1.J
� 140 70'-0' 11.4f" m 07tA:43224
t40 B a/_2B 18Ti 8'2' it'd' 1tY$ 12-1T' —ZH 9491
140 B +1-29 240 9'.a' ,t'.2• 9:l0' t7a' iT-1" t3'•T 74'-9" 14'.11' z C7 Ck4U:43001
13 t40 C +t-36 f 120 g'-5' 1O..T 107�. YS'_t• tY_71, 1--I K
�7H0:
f40 35 160 9'-]' 10-7' 11�• 10'-t i' t!'-12' t3=4" i n 2003019621
a t40 D ]_ 0' 1O-b• 0'a' 1O'y' 10,_ 13$' !--) n (ira:
i 42 72D 8:$ 71' it'$ 17-11' 73:8' ��v 24GEO4353500
;� D +f-42 sf 180 H-f• g:g a, 10"7• 9'-S1" 10-70' 12:1" 12,J„ m m CIODPftRn74
0
9'-ti" � umi„�, QoH:asi3H 165 B +/-34 f2O a�• 9'-6^ 8'$ 9'S' 9:11" fg-9" Ira„ -•„( �^ QPA:1E0bo99I
LL f85 g ]_ 10'-10• 11'-1• t1_ 12:7,.
f55 � � � 18D B'-8' 10'-10• tOa• if' 1r-t•• ir_Z' 13:r t3'�• .�! ¢ OR[:79z0
B fr-T }r-f" fr-r Q N OSC:21S07
z 2dO r-7 t' ig.fi• 9:4. 13:r 73:g• {� O (�ix:96064
155 C +1-47 sf 12D g:g• g-g. 1D$' 11,-f„ 11:7• 13'-g 73'-g' 34J• p Q X:960
155 O +/-41 18a gxn. H_g, &e' igE• 10'-i" 11'4]' 72'-4` 12,-5, 82
C +/-41 psf 24D iD$' 10:1" 15'-0' 12'-4• 1r-S' Kol
155 p49 8:9° H:/0' 70:1" 1O•t0' 12=T 12'S' ODE:
S 155 D +1-49pY CLEAR SPAN TABLE USE INSTRUCTIONS: 1 '`A
LL ;� D it-qg 240 6@;'� <<+ •--��.'. a`0 g''g' D-T sg-O' 11-2', i. DETERMINE TYPE OF ENCLOSURE TO BE COVERED(ENCLOSED,
t1'3' U] 111090,CA2030
5i 120 a-Z' Oa' 9'-2' Ig- SCREENED WALLS,OR OPEN STRUCTURE,16Fi B +!-3B t8g 8-ir tOx a 105' i,'2' 10•$" g' it:T i i:3• 2. DETERMINE THE SITE SPECIFIC RE UIREO ULTIMATE DESIGN WIND
1%� B +!_38 2a0 T 7• 10-i, 9=56' 11:1' 1O'fii' it:S 12'-a, 1 11' BUILDINGSPEEDPDE.ACCORDANCE WITH THE INTERNATIONAL
46 sf 120 g:r g•2., 1` LOLL" 11:7' 12'$ 17- 3, FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR
,A 1� C ++1-48 s1 180 D'6' fO-T' gg• Sg,-a'. 11' APPROP g3gg}}
765 C 1-48 sf 24D r1D'^ 8'T B'-3' fO:t' g•g• 11-r 11'41' DENS R E'E�DL DEpiH,FACING THICKNESS,AND EPS CORE
720 rki' ,.�B_T 8.5' a'$ 9'S' tg..4, 1tLe, 4• �INDICATES VALUES NOT VAID FOR USE.
165 D +1_gg 180 ,...,'�,'; 8:7' 9,,2• g-7• it:r 1f:8, ' ul
65 =>x r s�' 7D$ fair DEFLECTION NOTES: Qg
170 B +/•40 sf 120 - 8''a� D-7Q' p0• 8'6• g-7` 9'6' 1D'-G' 1D'-r' 1• DETERMINE REQUIRED DEFLECTION IMITATION PER THE �7y,�Ii @. t H
770 B +1-49 Sf 180 1' ib-10' 10=7" i t'-i" MINIMUM REQUIREMENfS ILLUSTRATED IN THE INTERNATIONAL B 's
s'-2' 6' 12 121� BUILDING CODE,
t7O B +/--00 sf 240 T5• it'-i" 12:4' ir-8"iro c it-4a st Tao a'2 9:10 s'x /g4r n'-3' ,1 f' OTHER CONSIDERATIONS: w
240 ` 'l;>'s :L 7 gam. 9:Y° 9'x ig-O 11'•3 11 4'
MAXIMUM
r' 17D D +/-80 sf 180 8:17 _ „'-4' 1. FRONT OVERHANG MAY DE UP TO 3'-0"W
170 D "1-60 s1 sa_ .x g-0' H:71' g v °-t• 1D:Z 10'-3" AXIMUM SUPPORTED SIDE OVERHANG IS ALLIES LISTED
HER
ITN VALUES LISTED HEREIN.
te3D 24ANEL
0 >�r,•4�,,,, a''t' t MA%FOR 48"PANEL WIDTHS. 15-2409b
12a
C +]-55 sl 1B0 ''.;S B'-a- s•a• B'-8• aE' iar 1D$• SCALE:NIE UNLESS Notm
100 c i!-sspst zao `•,.•. g$ e'a' D.s g41• 1n'-r
r-ar a:Tr e,.a- ga• 1g-r ios'
r.4 eRI,
���®�-�
10" I-BEAM SPAN TABLE
TABLES:ALLOWABLE BEAM SPANS FOR LIVE LOAD SNOW LOAD/POSITIVE WIND LOAD 7,90
MAX BEAM MAXROOF MAXBEAM 'MAXROOF MAXSEAM MAXROOF MAXBEAM MAX ROOF
LOAD LOAD LOAD LOAD
SPAN PANELSPAN SPAN PANELSPAN SPAN- PANELSPAN SPAN PANELSPAN
I24'.0" 13'-0' 24'-0" 9'-0" 73'•0" 71-6" I t
24'-0` 23-6'. 23'-0" 1S'-6• 23'-0„ 10'•6„ 22:-0.. 9.-0" F. ;'•.t. ;.
SO PIS 2UPSF 22'-0" 18'•0' 22"0" 12'•0" '2T-0"
21'-0' 21'•0' 30 PSF 21'-0" 40 PSF 20'0" 12'6° W`y O"• `�
23'-0" 24'-O" 20") 24'-0' 20'-0" 1T-0" 19'-0" 15'-0" If1 n �•p;r
20'-0. 2fl,•0„ 18'0,:
18'-0:, 24'-0" 17'-0,I 22'-0" V-
16�•0:: 24'-0. 0.14 c xI�DIh�
MAXBEAM MAX ROOF MAX BEAM MAXROOF MAX BEAM MAXROOF
LOAD LOAD LOAD ci L•„� Q
SPAN PANEL SPAN SPAN PANELSPAN SPAN PANELSPAN S K w
C W= OU
21'-0' 8'-0" 20'-u, 8'-0" 19'1" 3'-0"
20'•0" 10'-0" 19'•0" 9'-6" 18'-0" 10'-0"
19'-0" 11'•6" 1B'0" 12'-0" 70 PSF 17'-0" 1T-6"
SO PSF IB'-0" 14'•6" 60 PSF 17'•0" 14'•6" 16'•D" 15'-0"
17'-0" 17'-6" 16'-0" 16'-0" 15'-0" 19'-0"
j -0 i.}
16'-0' 21'-6 '-0" 15 " 22' " 14'-0" 24'-0" -
15'-0' 24'-0" 14'-0" 24'•0" V! C�'' -
NO
3.0.00E PANFLSPAY[IDES NOl INQUDE MAI(,lYOVERf1AhG "
2-ALLOWABLE BEAM SPANS BASED ON MUY BRACED COMP4ESSION FUNGE
3-DESIGN BASLTD ON 2OO5 ALUI/IYUM DESIGN MANUAL t
3-BEAM ALLOY&TEMPER 603S-T61VNN FLI"3&K31 A4D fry•3S KSI
5-RASED CN MFlECL10N LIMIT OF L/IBD C-0R DULL
I0'I43EAt�1
TABLE 2:ALLOWABLE BEAMSPANS FOR NEGATIVE UPLFT)WIN
D LOAD /
MAXSEAM MAXROOF MAX BEAM MAX ROOF MAX BEAM MAX ROOF MAX BEAM MAX ROOF
LOAD SPAN PANELSPAN LOAD SPAN PANELSPAN LOAD ,SPAN PANELSPAN LOAD SPAN' PANELSPAN
10 PSF 14'•0" 24'-O" 20 PSF 14'-0' 24'-0" 30 PSF 14'-0" 24'-0' 40 PSF 14'-0" 24'•0" 5PAN
9
LOAD MAX BEAM MAX ROOF LOAD MAX REAM MAX ROOF LOAD MAX BEAM MAX ROOF '�`- -
gAB�5
SPAN PANELSPAN SPAN PANELSPAN SPAN I PANELSPAN REVISIONS
14'-0" 19'•6" 14'-0" 2�''0" 14'-0" 13'-6" .
50 PSF 60 PSF IT-O" 19'-0" 131-V 16'.0" -
13'0" 24'-0" 12'-0" 22'-6" 70 PSF 12'-0" 19,•6:,
31'-0" 24'4' 11'-0" 2.3'-6"
.. 10:0,: 24:-0:,
NOTES: ..• DP.AWN BY: A5
1-ROOF PANEL SPAN DOES NOT INCLUDE MAX 12'OVERKANG
2-ALIDWABLE BEAM SPANS BASEDONCOMPRESSLON FLANGE BRAQD ATMAX MUf4 REVIEWED BY: A5
B-DESIGN SMCO ON 2005 ALUMINUM OFDGN MANUAL
A-BEAM ALLOY&TEkilL 6 S-L6WITNFW-38KSIANDFN-35RN SCALY:: 5EE PLAN
s ewsm aN I>EncrnoN uhvT OFU1B0 wR oI.LL DATE: 7-9-10
51 OF
FRANK L.UENMM-0—PE")
DESIGN NOTES: STATE SEAL
INSULATEDPATIO COVER 2012 INTERNA17ONAL BUILDING CODE,ASCE 7-10 INDICATED BELOW
Vult.VARIES PER DESIGN SCHEDULES,EXPOSURES'B'SCC
RISK CATEGORY 11,G-0.85,Kd=0.85,Kz_-0.85,KA.0.85
(FLAT OR UNOBSTRUCTED TERRAIN ONLY)
ROOF OVER OPEN STRUCTURE WITH OBSTRUCTED WIND FLOW
-STRUCTALL ROOF OVER OPEN WALL qh'0.00256-Kz-Kzt-Kd-V-V-I
ROOM SYSTE p.qh-G-0O3 G-0.85
MRH.19 Z.
ROOF LIVE LOAD:30 PS W_J m ROOF DEAD LOAD:2 FEE ;:�,t O 'r Lu
U,m':• -'. w
z>Q 8�k "
3"COMPOSITE GENERAL NOTES: Z<uj T
ROOF PANEL,TYP, 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN fi m e R
ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2012 INTERNATIONAL rq T z BUILDING CODE,STRU
CTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL
_j GOVERNING CODES.CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL
LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY.
ALLOWABLE 110" 2, NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEz s U)
DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR C0=1.6 HAS BEEN 11
MAX EAVE BEAM EAVE MAX FOR WOOD ANCHOR DESIGN, SED t,,a
SPAN PER BEAM PER 3. LL.
Mut SCHEDULES SCHEDULESARCHITECT/ENGINEER WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF
TYE. ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SMALL BE COORDINATED BY OCA.27525
POST PER THE PERMITTING CONTRACTOR.
2 SCHEDULES, D 4.
ALUMINUM MEMBERS ANCHORS SHALL BE SPACED WITH 2XDIAMETER END OUA:30MI
X,2,3, OME-10476
TYP. DISTANCE AND ZSxDIAMETER MIN.SPACING TO ADJACENT ANCHORS,UNLESS
NOTED OTHERWISE, LLI 28152
5 ALL FASTENERS TO BE 412 OR GREATER SAE GRADE 5 UNLESS NOTED
M
I F\�v O .43224
EXISTING HOST OTHiERWISE.FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE U)
SUBSTRATE 4 BY CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR
Lf) OMI:49491
OTHERS,TYP, ALU MIN UM STRUCTURES SECTION 5.2.1 BY THE ALLI MINU M ASSOCIATION,INC.,& cbmI6927
PO SPACING ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. c1m;
6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' Z 241
PER SCHEDULES RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM .r?203019RI
40'-0"MAX WALL EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO z A,FOAM,BRICK,AND OTHER Ve-ON11:1104
_j Ow:
WALL FINISHES
35350D
(FREE-
STANDING) 0 7, ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON CRACKED CONCRETE On
It NLY, M•MV131
FRONT ELEVATION 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM q =38
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. .0. PA-.Wow I
.n2a
2003,8.4. 121507
9. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED :96064
OTHERWISE. :8 82
10.ALL CONCRETE TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
IN 7 DAYS. 13VA:
03
0402 a109
11.ENGINEER SEAL AFFIXED HERM VALIDATES STRUCTURAL DESIGN AS SHOWN ODE:
:
EXISTING HOST ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR,at at.INDEMNIFIES&SAVES 1, CA2782
f13�4 BYOTHERS,EAVE SUBSTRATE r3,4\
fTYP 0 HARMLESS THIS ENGINEER FOR ALL COST&DA14AGES INCLUDING LEGAL FEES ..I
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&
CA2030
.0 CONSTRUCTION 1,01, 12'-0'MAX ROOF CLEAR SPAN PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,
12'-0"MAX ROOF CLEAR SPAN MAX MAX &FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN.
MAX..,, 12.ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITIT.INFORMATION
CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
3"COMPOSITE MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
EAVE BEAM PER RDOE PANEL,TYP. EAVE BEAM PER 3"COMPOSITE LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
(A SCHEDULES y SCHEDULES ROOF PANEL, WORK SMALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON
Typ. 2j TYP. Typ.
o 1.Lit m D DISCOVERY Of ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
=0u
EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.r 13.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS
4 91 OR AFFIRMATIONS ARE INTENDED.
POST PER 14.ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE SCHEDULES,
R POST PER NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
TY
TYP. TYP.
CCPMGKFRR4KL9DM=PL
14-1994
EXISTING HOE SALE'
OPEN WALL SYSTEM '7-/ OPEN WALL SYSTEM B HE STRA TE B
(HOST ATTACHED) O SUT RS,TYP.Y
j!Z3 (FREE-STANDING) PAGE DESCRIPTION:
1/4'=110" SECTION 11/4--V-0- SECTION '7
r—EXISTING HOST ROOF PANEL NOT FRANK L BENNARDO,P.E.
STRUCTURE,TYP
SHOWN FOR 0.80"MIN. 0.801,MIN. STATE SEAL
CLAPXMFY SPACING BETWEEN k INDICATED BELOW
SAVE BEAM PER r SPACING BETWEEN
BOLTS,TYP. BOLTS,TYP.
SCHEDULE,TYP.
F
—WALL
F16"O SAE GRADE 5 '/16"0 SAE GRADES-, 0 C9
HEADERTYP THRUBOLTS,TYP. THRUBOLTS,TYP. IL V
(SEE SCHEDULE m A i z®(SEE SCHEDULE
FOR NUMBER OF FOR NUMBER OF C)W-J
0 8 BOLTS)
BOLTS) UJI I
W
B
z>U,8
Z
EAVE BEAM PER <
SCHEDULETYP.
0 w
0
?I 3�/4-? 1
he 3:
3"OR 4"POST W
OR 4.'POST
CENTER TO NOTCHED AT 0
RECEIVE EAVE CENTER TO
of I RE. EA
BEAMTYP. SECTION A-A RECEIVE EAVE 0AL-25%
BE M Typ.t
NOTCHED AT OR 4"POST 10"-
OGA:27S25
BEAM,TYP. r3lN;1060688
Lf) OUL30341
SECTION B-s 2:
SEE SEE CIIIEW476
V 0*MAX SCHEDULE SEE
-4 Lu CIIW;28152
OVERHANG, SCHEDULE SCHEDULE SCHEDULE EAVE B VE HANG,TYP. 40'-0"MAX WALL- BEAM CONNECTION L10 CIMA. 24
42'-0"MAX ROOF Z 4".11-11, SECTION/ELEVATION >- OM:43001
0 V-O"MAX U) OM:45491
HOST ATTACHED PLAN OVERHANG,TYP. Q,N N E111S3692?
ry ZDD30 21
2 2 iv EINH:10624
1/4- 1'-0" PLAN VIEW
24G435350D
11-0"MAX l'-G"MAX
OVERHANG,TYP. 3 OVERHANG,TYP.
co
-j y,9 S OMTEDW"l
EAVE BEAM THRUBOLT -j 0 0.:'m
< 351--21SO7THRUBOLrS,TY 15 1.
Z
(SEE SCHEDULE 3vr-,In CONNECTION SCHEDULE:
FOR NUMBER OF CY! 3m.
EAVE BEAM
155"C BOLTS) Q2038 09
ICE-.
90
OTO -TO-
6.7 C-BEAM PER (1)
TYPE I 5009,CA2MI
155"C" ISO"C" SCHEDULE,TYP. 30:
1090,CAZD30
V) 2:,1;4 SMB (BOLTS
OF 2 (BOLTS
OF 2 SIMILAR
2 IT BEAM BOLTS[TOTAL BOLTS[TOTAL 0.95' IN�
d 2"xs"SMB OF 4 BOLTS] OF 4 BOLTS) NG BETWEEN HII
dz. 2"X7"SM5 iij
L-4
BOLTS,TYP.
2"x6PSMB 0 (2)-ROWS OF 3 (2)-ROWS OF 4 2 . . .
2X8SMB
0 2,,X9.SMB BOLTS[TOTAL BOLTS[TOTAL fill
OF 6 BOLTS] OF 8 BOLTS]
ROWS OF 3 (2)-ROWS OF 4
[TOTAL BOLTS[TOTAL 3"OR 4"POST
BOLTS] OF 8 BOLTS] NOTCHED TO
RECEIVE EAVE
BEAMTYP.
4 6.7 C-BEAM CONN.
SEE EE SEE SEE r 4'=V-D" SECTION14-1994
SCHEDULE SCHEDULE--'--`SCHED1 SCHEDULE S,HEDULE-4
SCALE:
PAGE DE9CRIPTION-
40'-W'MAX WALL
42'-0"MAX ROOF
or
FREE-STANDING PLAN
\,�2 1/4"=1-0- PLAN VIEW
2.0001, FRANK L.BENNARDO,P.E.
2.550" STATE SEAL
B INDICATED BELOW
.10911, 0.160"]
2.000"
VAUD FOR(1)JOER.,ONLY
vN,0mywnliRNMp*r4R5%
tb
0.0501, dim U'
12 SAE GRADE 5 01080- z
STITCH SCREWS AT ,o W,�_- s. -. a
Ir MAX O.C.,-rYP. -2.000- 'o l
2: ww
U Z
SELF MATING BEAM R z>
to
SCHEDULE:
0.050-
BEAM TYPE B I H tb th 0.10911- -
tb7l-
2"x4"SMB 2" 47 0.056" 0.046"
z U)
Z"xg'SMB r 5' 0-058" 0-050" COWS
2"x6"SMB 2' 6' 0-060" 0.065" cd'D Lu
2"x7"SMB 2" ", 0.060" 0.057" u.ti 0
2"x8'SMB 2' 8' 0-105" 0-075"
0 2"x9"SMB_.ZL_21 0.112" 0.072" 2"x4"TILT BEAM OGA-27WS
8 2"XI0"SMB 2" 10-0.187" 0.092" 2"x5" EDGE BEAM Ln OIN:10M688
OLA30341
CIME:20478
Lu
(A)2"x4"-2"x10"SELF 6.7 C-BEAM 2"x7" EDGE BEAM O!4D;nl52
MATING BEAMS ORA:43VA
OMN'43DOI
3.625" U) Ek:49491
(D<0 n,N�
T llms;IM7
O'S
z
2.625" 5 0 Elm:
�l 0,YP.DO" ON]:
1,
2003DI9621
0.500 0.125"7
B TYP. 0.500 C', a z m ONH:106M
TYP. -i
0.125 2.625"
m 353500
;66438'PE3A 272
TMP -PED6ml
tbi SQUAREPOST 0 :7928
< :21507
t,--1 625"--t
SCHEDULE:
182
M 0 t-2.62
M"�.TYPE
Y 1 5�'OL" M2 038109
I Jj L25"
L L ODE
f 4"x4"xY." 4"10.12 3"U-CLIP @ Sm,CA 2M
)4"U-CLIP 1090,CA2030
5.31 � 9
3" EXTENDED U-CLIP
3"&4"SQUARE POST 3.991"
3.625"
2.930" CLIP SCHEDULE: TYPI 0.500" Q
TYP.
0.050- BEAM TYPEL tb
4.078" 0.084-
ollm
3-
F
0.045'- D li N
. l 14-1994
i 0L
I PAGE OEs$LMPTZON-.
3"&4"SQUARE-POST CLIP ANGLE 6. 1 ' 1
3"&4" SQUARE POST 4"EXTENDED U-CLIP 7
FRANK L BENNARDO,P.E.'�
Y4"0 SHE SPACING TABLE: STATE SEAL
INDICATED BELOW
ROOF SKID
THICKN E
VELOCITY VALID FOR(I)JOSM ONLY
EXP 0% 0.032'
SKINS M
I SKINS
ID r4
90 T"B 9. 1W
16
0 C.
%-0 SAE GRADE S SMS WITH%-0 O- O.C. z
INTEGRATED ALUMINUMINEOPRENE 130"B" GUTTER W SNAP-N-LOCK 0
-TO- 7.7S' 10.25" EXTRUSION,TYP. a
WASHER.UTILIZE I Y,"O D.C. D.C. COMPOSITE w
ALUMINUM/NEOPRENE WASHER& 155 PANEL Z -- W
PROVIDE 5 PITCHES MIN.PAST THE 155"C'. 5 LU 7:-
EAVE BEAM FLANGE THREAD PLANE 18T-CO-- O.C. z;i
WITH THE FOLLOWING SPACING- 0. ......
to
NQ�i21 Lu
...... .. ....
Lu
R z In
LLLL..- .9 0 w—
............... W
3"SNAP-N-LOCK LL.
COMPOSITE PANEL #12 SAE GRADE 5 SHEET METAL CIAL-255S
12" CREWS AT 10"O.C.EA SIDE,TYP. C30A:27525
MAX m=
U) onlowns
OVERHANG w 13LA:3o34i
/-2"\ ROOF PANEL GUTTER DETAIL x 111LA0478
Lu 3' SECTION amD.26152
EAVE BEAM PER OM:43224
ffi SCHEDULES,TYP. (3mN:43001
0 a (/) OM:49491
OM16927
2000D19621
ONH:10624
ROOF PANEL TO-EAVE BEAM OND:
3 =1'-T SECTION ge MWU S=0
OOH.66438
OPP.PMMI
0 [3.:1928
< 35021507
EXISTING WOOD TRUSS OR Y4"o rrw TAPCON MAXI-SET ANCHOR DO,96064
OVT.. 82
RAFTER(G=0.55 MIN WOOD). —EXISTING WOOD FASCIA OR WO ITW TAPCON WITH 1"0 MA:81
PROVIDE(4)-#1-'W.. (G-0.55 MIN.)WOOD, WASHER,1Y."EMBED TO 3KSI D402 W8109
SCREWS AT EACH RAFTER END
TYP, CONCRETE,2Y,"EDGE DIST.,SPACED U) ODE:CA27821
WITH 2Y2"THREAD AT 7-O.C.OR K-0 ELCO ULTRACON
PENETRATION, V EDGE WITH 1"0 WASHER,2Y4 EMBED TO" EXISTING 3KSI CONCRETE OR DISTANCE. #12 SAE GRADE 5 SHEET GROUT FILLED BLOCK,2Y2"EDGE HOLLOW BLOCK(ASTM C-90 BLOCK) 11090,CAZM
METAL SCREWS AT 10"D.C. DIST.,SPACED AT 7-D.C.(00 NOT HOST STRUCTURE-,TYP.
EA SIDE,TYP. SPACE ANCHOR CLOSER THAN 4 Y4"TO Aj ,
ANY ADJACENT CONCRETE/BLOCK #12 SAE GRADE 5 SHEET
ANCHOR). METAL SCREWS AT 10"D.C. g mg
...... EA SIDE,TYP. t2 a!
R 3"SNAP-N-LOCK
COMPOSITE PANEL
(2)-*14 WOOD SCREWS WITH 1-0
WASHER,1%2-MIN.THREAD 1 • 3"SNAP-N-LOCKryry
PENETRATIONTO FASCIA,3/4'EDGE COMPOSITE PANEL
DIST.,1"MIN.SPACING PER PAIR. CONTINUOUS 3.00"X 0.05-
SPACE ANCHOR PAIRS AT I MAX RECEIVING CHANNEL
EXTRUSION,TYP. F CONTINUOUS 3"x 0.05"RECEIVING
D.C.,TYP. CHANNEL EXTRUSION,TYP.
Copywaiff.U.I.I.E
ROOF PANEL TO WOOD ROOF PANEL TO CONC. OR 14-1994
HOST STRUCTURE 4 BLOCK HOST STRUCTURE
PAGE DESCRIPTION:
3"-V-O" SECTION 3"=1'-0" SECTION
Al
TABLE 1: TABLE 2: FRANK L SENNARDO,PE.
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:90MPH,Ex0'B'TO 100MPH,EXP'C' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT�13.9 PH EX STATE SEAL
POST SPACING POST SPACING INDICATED BELOW
POST TYPE 4'0" S-0" 6'-0° 7`-0" 8'-0" 9'-0" 10'-0" POST TYPE W-0" 5'•0" 6'-0' T-0" 8'^0" 9'-0" 10'-0"
3"x3"FLUTED POST T-9" 6'-10° 4'41" N/A N/A N/A N/A 3"x3"FLUTED POST 7'-0' 6'-2" W-2" N/A N/A N/A NIA VAUDFOR(1)JOBsi ONLY
3"x3"xO.093"POST 10'-0" 1 10'-0" 9'-0" 8'-10" 8'-0" 7'-0" T-0" 3"x3"x0.093"POST 9'-7" 9'-0" 8'-4' T-8" T-4" 6'-9" 6'-7" mocaymmmDawasm
3"x3"xl/8"POST 10'-0" 10'-0" 10'-0" 9'-11" 9'-0" 8'-il" 8'-0" 3"x3"xl/8"POST 10'-0" 9'-10" 9'-4° 8'-B" 8'-4" 7'-9" 7'-6" a
4"x4"FLUTED POST i0'-0" 10'-0" 10'-0" 9`-0" 8'-0" T-11" 7'-0" 4"x4"FLUTED POST 10'-0" 10'-0" 9'-4" 6'-0"
4"x4"xl/8"POST SO'-0" 10'-0' 30'-0" 10'-O" 10'-0° 10'-0" 10'-0" 4"x4"xl/8"POST 10'^0° Z W
TABLE 3: TABLE 4: C UJ J" o ¢rmn
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:13OMPH,EXD'C',140MPH,EXP'B' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:140MPH,Exp'C',i5S MPH,EXP'B' Si W"1 g
POST TYPE POSTSPACING POST SPACING 4 W];q o W -'
POST TYPE
4'-0" 5'-0" 6'-0" T-0" 8'-0" 9'-0" 10'-0" 4'-0" 5'-0" 6'-0" T-0" 8'-0" 9'-0" 30'-0" Z Q, 0 z
3"x3"FLUTED POST 6'-10" 5'-9. 4'-2" N/A N/A N/A N/A 3'x3"FLUTED POST 6'-W 5'-0" 4'-2" N/A N/A N/A N/A Z Q W (IJ 4"
3"x3"x0.093"POST 9'-0" 8'-6' T-i0" T-2" V-11" 6-4" S-2" 3"x3"x0.093"POST 8'-7" 8'-1' T-S" 6`-10" 6'^6' V-0" 5'-10, M N Q Z
3"x3"%i/8"POST 9'-10" 9'-3" 8'-9" 8'-1" 7'-10" T-3" 7'-0" 3"x3"xl/8"POST 9'-4" B'•9° 8'-4" T-8" T-5" 6'-10" 6'-8" W W
4"x4"FLUTED POST 10'-0" 9'-0" 7'-11" 7'-1" 5'1" 4"x4°FLUTED POST 4'-1" Tdi" 6'-li" 6'-2" 5'-6' S'-0" 4'-7"
4"x4"x1j8"POST 30'-0" 30`-0' 10'•0" 10'-0" i0'-0" 10'-0" 10'-0" 4"x4'x1/8"POST 10`-0" 10'-0" 10'-0" i0'-0" 10'-0" 9'-10" 9'-6" Z N IV
m
FREE STANDING SYSTEMS TABLE 5: SABLE 6: �'D W a&
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:155MPH,Exp,C, 16 MMPH,EXP S FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:165MPH,Exp'C',170MPH,Exp'C'
POST TYPE POST SPACING POST TYPE POST SPACING
4'-0" 5'-W 6'-0' 7'-0" 8`-0. 9'-0" 10'-0. 5' " T-0° 8'•0" 9'-0" 10'-0" CIAL2556 4
Q 3"x3"FLUTED POST 5'-0" 4'-2" N/A N/A EW-l'
N/A N/A 3'x3"FLUTED POST 4'-3' 3'-T NjA N/A N/A N/A NIA dMao606ee
3"x3"x0.093°POST 8'-1" T-0" 16'41" 6 5'-8" N/A 3"x3"x0.093"POST' T-7" 6'-11" 6'-4" �4`
5'-6" 5'-2" N/A (/) OlA;3D341
3"x3"xi/8"POST 8'-9" 6'-3" -20" 7`-3" 6'-5" 6-0" 3°x3"x118"POST 8`-3" T-9' T-2" " 6'-0' 6-3" 5'-S"4°x4"FLUTED POST T-9" 6'-8° '-10" 5'-2" 4'-2 3'-10" 4"x4"FLUTED POST 6'-8" 5'•9" 5'-0" Lu
3'41" 3'-6" 3'-2" Chno:xeisz
4"x4"xl/8"POST 10-0 10-0 0'-0• �'-S"
'-ll' 9'-3" 8'-11" 4"x4"xit8"POST 30'-0" 10'-0° 9'-9" 9'-0" 8'-B" S.
Uy OMA.43224
3 >
MN;93091
TABLE 7: U) CIM:49491
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:18OMPH,Exp'C' Q p,N :16917
POST SPACING n mIS621
POST TYPE 4'0" 5'0" b'0" T 0" 8'0" 9,0' 10'-0" m �)+C)Ne:1o62a
3"x3"FLUTED POST 3'-10" 3'-2" 0'-1" N/A N/A N/A N/A -1¢-m C)Ni:
9 3"x3"x0.093"POST T-4" 6'-8' 6'-1" 5'-7" 5'-i" NjA NjA 1-+ 4"+ apQPE02723
.. CPE027234
19 3°x3"xl/8"POST 8'-0" 7'-6" 6'-11" 6'-0" 6'-1" 5'-7" 5'-5" m m a 0° :6693E
4"x4"FLUTED POST 6'-i" S'-2" 4'-b" 3'-ii" 3'-6" 3'-2" Y-10' J o u A:PCmml
r 4"x4"xl/8"POST 10'-0' 9'-10" 9'-4" 9'-0" 8'-8' 8'-4" 8'-1" d'o :7928
HOST ATTACKED SYSTEMS �T.96064
:8182
ar CfvA:
TABLE 8: TABLE 9: � awz038109
HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT:90MPH,Exp'B'TO 155MPH,ExD'B' HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT:155MPH,Exp'C',180 MPH,EXP'C' 1�l09E,CA278.1
POST TYPE POST SPACING POST TYPE POST SPACING 1209D,tA2030
4'-0" S'-0" 6'-0" 7'-0" 8'-0" 9'-tl" 10'-0" W-0" T.O. 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3"FLUTED POST SO'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 4'-W 3"x3"FLUTED POST 10'-0" 10'-0" 10'-0" 9`-0" 9'-W 8'-W 8'-0" Tfif
0 3"x3"x0.093"POST 10'-O" 101-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 3"x3"x0.093"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" "s
'< "'3"x3"xi 8"POST 10'-0" 10'-0" 10'-0' 10-0 10'-0" ' " ` "10-0 10-0
I 3"x3"xl/8"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
8 4"x4"FLUTED POST 10'-0" 10'-0" 10-0" 10'-0" 10-0" 10'-0" 10'-0" 4"x4"FLUTED POST 10'-0" 10'-0" 10'-0" SO'-0" SO'-0" 10'-0" 10'-0" #J a
4"x4"xl/8"POST 10'-O" 10-0" 10'-0" I.0'-0" 14'-0" 10'-0" 10'-0" a
4"x4"xl/8"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" c�� ,(J
ig
POST SPACING
a TABLES 1-9 NOTES' F.�"-' L'.3
1) 2010 ALUMINUM DESIGN MANUAL,ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES. ISOMETRIC DETAIL'QOOQg� `M1
2) TABLES 1-9 CONSIDER A MAXIMUM ROOF CLEAR SPAN OF IZ-0". '�-�� POST 1 i I �
g 3) TABLES 1-7 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE FREE-STANDING AS ;I I k� 7
S ILLUSTRATED IN DETAIL 3/1 ON SHEET 1. CORNER POST 2
p0 CtWttUGHfFiA`dCLBpiHdSNOPE.
4) TABLES 8-9 ARE TO 8E USED FOR ROOF OVER OPEN STRUCTURES THAT ARE HOST ATTACHED AS �,
ILLUSTRATED IN DETAIL 2/1 ON SHEET 1. CORNER POST pQ 2 14-1944
5) MAXIMUM ALLOWABLE POST HEIGHT IS SO FT. SPACING= SCALE:
6) DEFLECTION LIMIT=I/120. SPA r�G=
7) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF THE DISTANCE TO THE (1/z`SPAN 1) '"ER
2) PAGE DESCRIPTION,
RIGHT OF THE BEAM(AVERAGE COLUMN SPACING). +%-SPAN 3)
8) VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON KNEEWALLS OR OTHER "THIS DETAIL APPLIES TO r7
SUPPORTING STRUCTURES(CERTIFIED 8Y OTHERS). BOTH HOST ATTACHED AND -""-
9) LOADING CRITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS; FREE-STANDING ROOF SPAN 1
2PSF ROOF DEAD LOAD,30 PSF MINIMUM SOLID ROOF LIVE LOAD,SOLID ROOF WIND LOADS PER OVER OPEN STRUCTURES SPAN 2 ((-}t
DESIGN CRITERIA IN GENERAL NOTES. `SPAN 3 �•�'
FREE STANDING & MOST ATTACHED-SYSTEMS
TAB'- E 10- NIANK L.BCNNARDO,P.E.
ALLOWAE SAVE BEAM SPAN'90MPH Ex 'a,To TABLE I:L-
BEAM TYPE MAXIMUM A STATE SEAL
2)c4 SMB W-0- ROOF E EAVE BEAM SPAN: Ex TABLE 12- INDICATED BELOW
-0. a.-o BEAM TYPE MAXIMUM ALLOY�LA�B�EAVE BEAM Sp
2X4TILT BEAM V—C1_9.MPH EXP-W nR T.11)JOB-OK
121-01 BEAM TYPE MAXIMUM ROOF SPAN
2XS EDGE BEAM 6-51 2x4 TILT X4SMB W-01 8'.0.,
2x5 SMB 6'.9'- Su-V' 12--0-1 a:Zi 4 8
x4 TILT BEAM T-2" 4�m 1
T-Y 4'5- m A z ffi
a. 2X6 SMS2X5 EDGE BEAM 1.... 5'-7" 4-9" 0
ts'-U" uj.JF --
Z,tL LE-
S'-Y z '. W
2- C Lu X W
6'-lu" 7" > Z
12'-0" x8 SMB x4 SMB 10,
co E -u (9
2xio SMB 12'-0- 1 121-o- 12'- Z
12'-0" 1Z-0-1 12'.0 EDGE BEAM 12'-0111 12'-C" W
8--9" j _j
0 lxlu SMB
10.
12'-0" IZ-0- 1 x G BEAM S,_q.
12'.O'� 12'- 12'-0- 1 Z w
TABLE 13- 2xio SMB 10"g., 4 ul
—m- IV-011 12'-o 19 Lu
ALLOWABLE SAVE BEAM SPAN:1411[li PH EX C. 155 P - .0,� II
m H P TABLE 14: &
POST TYPE MAXIMUM ROOF SPAN ALLOWABLE E��VE_BFAM SPAN-ISSMPH Ex 1C, Ck-z5z
2X4 SMB ..0 81-01, 165 MPH EXP V TABLES 10-16 NOTES 275n
2X4 TILT BEAM 0 W-811 101-01, 12'-0" BEAM TYPE MAXIM F SPAN 2010 ALUMINUM DESIGN MANUAL,ALLOWABLE STRESS U')
. - W-4" 4'-u DESIGN METHOD USED IN ALL TABLES. z
a 7-2" W-2" 2X4 SMB 6'o" 30' 4) TABLES 10-16 ARE LLJ ME:10478
2xS SMB 4'-811, E TO BE USED FOR ROOF OVER OPEN LIMD:28152
2XS EDGE BEAM 71-ir 2X4 1 5'-7" S.-o'. 4 KVLTURESTHAT EITHER MLE-STANDZNG OR HOST
5--7" S'-2" 6'- 1 4'-2- ATTACHED AS ILLUSTRA'tu ON SHEET I Ul !]kA:43224
7x5 SMB - 11 3) MAXIMUM ALLOWABLE SAVE BEAM SPAN IS 12 IT, NA3001
bmis 2XS EDGE BEAM �) DEFLECTION LIM, :49491
2X7 SMB 6'-7" lAo ts 10" 5) COLUMN SPACING L/120. O'N :16927
IS HALF THE DISTANCE TO THE LEFT Elmo.
--utD TO HALF THE 01 2X7 B T-6" DISTANCE ANCE TO THE RIGHT or THE sEAm
2x8 B 111, (AVERAGE COLUMN SPACING).
Ll� K.zooloi=624
12'-0- 6) VALUES BELOW ALLOWABLE CEILING HEIGHT
INTENDED TO BE BUILT ON 353SO
10'-3- KNEEWALLsro
7) LOADING CRITERIA C PIED By OTHERS)
M 12, OR OTHER
.0 SUPPORTING STRUCTURES(CeRn N(�MZMI
m Im 00H�m�.
32'-0- 12'-0" 101-9,� 8'-3" S'-Y' CONSIDERED IS THE GOVERNING 1 2 :E .�K060991
Ill CASE OF THE FOLLOWING SCENARIOS:2PSF ROOF DEAD
12'-0- 12'-u 12'-0- LOAD,30 PSF MINIMUM SOLID ROOF LIVE LOAD,SOLID _j
12'-oll 12'-0- 10'-6" ROOF WIND LOADS PER DESIGN CRITERIA IN GENERAL <
NOTES,
TABLE 15: b
[tvrela2
CAVE SEAM CLEAR SPAN
OR ALLOWABLE EAVE BEAM SPAN 165MPH Ex IC, TABLE 16: 109
Ll FIN
a _w�17OMPH 8LLOWABI E EAVE BE-AM SPAN CA27M
BEAM Type MAXIM U)
UM ROOF SPAN —18OMP E� 'Cl
BEAM TYPE ROOF SPAN 'C420m
121.0"
6 81-o'. s.0-"o.
4'9" _,I 1 9
4--7" 5"-.. T-7- ;11
T-S" Y�Ijll fil
2XS EDGE BEAM —A. W-8 4'-4-
2x8 SMB 71-1 1" VE
T-8- 7`-0
1
—-1 -4- SMB 6'-7" SI-7" RA "A
6,7'-C-BEAM 6., 1()'-S" SA,
2"x7"EDGE BEAM T-6" 2x9 SMB f
7--W
lxlu SMB 10'-7" 91-9" a
101-S" 91-lo" 7'-1- T-I-
O
2X10 SMB10'-71 'THIS D f lo"O. L APPLIES To
12'-u. 12-0"121-o*, 12'-o- ' 80Ho ATTACHED AND L FREE-STANDING ROOF 80w=Pz
OVER OPEN STRUCTURES 1994
scaLEe
EAVE-BEAM PAGE 0 TION:
SPACING ISOMETRIC
14'F (CUNT.)
TUCK U LANDERSHING SHINGLED DO K I M
@ LEAST 6' ASSOCIATES,LLC
SEALANT le"M" CONSULTING
STRUCTURAL
11113.4'S311.'ll 114'0 FENDER WASHER .14.W SMS Wl INTEGRAL 3/,'* EXTRUDED UR BRAKE-FORKED ROOF HEADER ENGINEEFRS
AND NEOPRENE GASKET e 12'U.C. WASHER AND NEOPRENE GASKET OR RECEIVING CHANNEL(0.044'MIN,THICKNESS)
3'COMPOSITE @ le'Ma TOP&BOTTOM. WITH MIN,IW BEARING LEG'ROOF PANELS (0 Y4'0 x 21 LAG SCREW e 24-O.C. PO BOX 10039
ENTIRE LENGTH or RECEMNO CHANNEL Tampa.FL 33679
(EXTERIOR) 1 T.]:(813)857-9955
0 0 000 0 00000 0 0 ) 0 0 000000000 0 SECURE FASCIA TO EACH RAFTER TAIL
O 0 0 0 0 0 0 0: 0 W/III Y4'0 x 4'LUNG PAN HEAD LAG SCREWS
0 0 0 0 0 0 0 0 0 0 0 > 0 0 0 0 0 0 0 0 0 0 0 0 BEFORE ATTACHING RECEIVING CHANNEL
c 0 4D 0 0, 0 0 0 0 0 RowDed Description
000000000, _ _ ,0�0_0_0�0_0, )_o 0
0 APPROVAL
(INTERIOR) &v
i_HEADER/EAVE Raft. A
MIN.3.2.D.045 SOFFIT "^N
SOFFIT
DETAIL 2 SEALANT 0 x 21�'LONG,WOOD LAG SCREW OR
24-U.C.MAX.
SLOPE Y4'0 x 2Y4'LONG MASONRY ANCH13RS
0 0 0 0 0 0 0 0 0 0 0
cl MUST STRUCTURE
(MASONRY 13R WQaDD]
0000000000 0 0 0 0_ 0 0
W LU of
#14,,W SAX,W/INTEGRAL 314'0 WASHER AND it Z 0.
EXTRUDED OR BRAKE-FORMED ROOF HEADER U, A IL
NEOPRENE GASKETR 12'ILC.,TOP&BOTTOM. OR RECEIVING CHANNEL(0.044'MIR THICKNESS) E <
IF CLEARANCE PROHIBITS INSTALLATION OF TOP WITH MIN.IW BEARING LEE z(-
FASTENERS USE#14x4'S.MZ.WIIY�'0 FENDER
WASHER AND NEOPRENE GASKET 0 12'D.C. ca 1,
5,0 CD <
7. E.; ; ; ; 0 0
AND, .T.'L 'U4'IF TOP
LL 2 0
_j rn=)W
DETAIL I to LL CL Z EL
M : WMW
SEAL JOINT WITH > ca Do
CONTINUOUS CAULKING on E
c, w
:2 .11 LU
0
0000 00000c
0 U)
C<L;L <
CL
) 0000U00000 (
nrol) CO) Otoo 00 0 00
DETAIL 1 BOTTOM FACINGS LL
INTERLOCKING CROSS SECTION OPTIONAL
DETAIL 2 GUTTER OR
DRIP CAPDPAWNSY.. DYK
SLOPE 4' MAX WIDTH INTERLOCKING CHECKED BY. DYK
FS 4 PANEL (1/4'/FT MIN SLOPE) SCALE ASSHOWN
0 000000000 0 0_0_
0 0 0 0 0; _j DATE 10119VI6
0 0 0 /1'- 0 0 0 0 c
0,0 . 0
0 00Q0, -No 0 0 c
W 0 0 0 0 0 z a. EPS CORE IL
0 0 0 0 B 0 0
0 0 0 0
ALUMINUM BOTTOM-7
FACINGS DO YEOM KIM Pr-_-
CLEAR SPAN (L) INSIDE TO INSIDE O.H. z FLA REGpUMEliRZ4ft
in:E
to
DO KIM&nASSbCIATq,*q
ENGINEER 0 RECORD TO PROVIDE
ALL ROOF CONNECTIONS & ADD THICKNESS OF 36' MAX IN FRONT & 25%
SUPPORTING STRUCTURE DETAILS WALL FOR TOTAL OF PANEL WIDTH @ SIDES Thisiterrhosbe,
IN ADDITION TO AND IN-LIEU OF PANEL SPAN, (12' MAX AT SIDES) byD.Y.W�.,PE,.thl date using.Digi.1
DETAILS SHOWN, Signature.P(Into I coplos ofthls document are not
considenedsIg amlmaloolzadttaslqauatum
must bewrifid n any.lect-1,copies.
2017,09.281262 4004`00'
3" EPS ROOF PANEL/SPAN DESCRIPTION Drawing No.-161027
SHEET 2 OF 2
STRUCTALL BUILDING SYSTEMS PANEL SPAN TABLES:
PRODUCT APPROVAL DETAILS:
3' x 0,024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS ELDOCODE: 6TH EDITION FLORIDA BUILDING CODE(2017FM pp KIM
(OPEN STRUCTURES-EXPOSURE B) (OPEN STRUCTURES-EXPOSURE C) &ASSOCIATES,LLC
• LIMITS OF USE: FOR PATIO USE ONLY(RISK CATEGORY 1).
NSPEED
NET ULTIMATE MAX, ALLOWABLE SPAN (FT) WIND NET ULTIMATE MAX, ALLOWABLE SPAN (FT) -CARPORTS CONSULTING
LOAD (PSF)1 SPEED LOAD (PSF)1 -PATIO COVERS STRUCTURAL
U60 a v 0 L/120 L/I80 L/240 vcD veD L/120 L/180 L/240 -SUNR00MS ENGINEERS
23.03 17.22 15.68 13.36 1L64 110 27.96 15,63 14.51 12.20 10.47 -SCREEN ENCLOSURES
27.41 15.73 14.63 12.32 10.54 120 3328 1445 13.47 1115 9.43 -CANOPIES
-OTHER SIMILAR MINOR STRUCTURES PO 8OX 10039
32.16 14.34 13.67 31.36 9.63 130 39.06 12,73 12.50 10.19 8.47 TDmpe,FL 33879
37.30 13.09 12.78 10.47 8,74 140 45,30 11.62 11.61 9.30 7.58 TO(813)857-9955
150 42.82 12.03 11.95 9,64 7.92 I50 52.00 10.68 10.79 8.48 6,75 1�10t0
160 48.72 11.11 11.18 aS7 714 160 59.16 9.e6 10,01 7.70 5.98 I. All product performance specifications and construction requirements shall be engineered by a Revco Descd Don
iBQ 61.66 10.1E 9.76 7.46 5.73 180 74BB 9d6 8.60 629 4.57 licensed design professional in accordance with the Aluminum Design Manual.Specifications& QD ISSUED
PRODOcr
1 MULTIPLY ULTIMATE LOADS BY 0A FOR ALLOWABLE LOADS Guidelinesfor Aluminum Structures,Washington,DC,for wind resistance in conformance to FBC Q
Chapter 16 for Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and
Cladding for Enclosed and Open Structures.Effective area for wind load calculations based on 50 p
3' x 0.024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS sq.feet(absolute value of controlling design wind pressure is shown on span tables).
(ENCLOSED STRUCTURES-EXPOSURE B) (ENCLOSED STRUCTURES-EXPOSURE C) 2. Span schedule show maximum roofpanel spans between two aided clear supports as shown.
3. Wind load design pressures in span tables are calculated in accordance to ASCE 7-10,Components d
WIND NET ULTIMATE MAX, ALLOWABLE SPAN (FT) WIND NET ULTIMATE MAX. ALLOWABLE SPAN (FT) &Cladding loads as required in FBC Table2002.4. Mean roofhcight of structure shall not exceed
SPEED LOAD (PSF)1 SPEED LOAD (PSF)1 1S feet above grade.Span tables for open structures based on 7.5"max.roof slope and used the avg.
vsD.98 L 6.96 14.64 L/240 vDo a 7 L 5.82 13.50 L/240
uD 18.62 18,99 16s6 14.64 12.92 uQ 22s3 17.s7 isa2 13.SQ 11,78 of free flaw and obstructed flaw net pressure coefficients.Span tables for enclosed and partially �
123 22,25 17.46 15.90 M58 11.66 1 120 26.91 16.01 14.74 12.43 10.70 1 enclosed structures based on 27"max,and 7°roof slope,respectively.
130 25.99 16.35 14.95 12.63 16,91 130 31.54 14.53 13.80 11.48 9.76 4• Each roofpanel shall be connected per design professional's instructions,but may use thin,per
14o 30.23 14.91 14.05 11.74 10.01 140 36�52 13.27 12.91 10,60 8.87 details shown on this dwg.at each support(Or other approved connection by design professional) In
K d d
150 34,61 la71 13.23 Ia92 9.19 150 41.93 1219 12.08 9.77 8.05 w/min.0.040"thick,6063-T6 aluminum base metal.Edge panels shall be supported on min.three E O 0.d
160 49.99 11.22 12.4E 10.14 8.42 16D 60.38 10.25 989 7.58 7.27 sides orper design professional's instructions.Details I&2 are reflective of the boundary y m� Z z U
180 49.99 11.22 11.03 8.72 7.00 180 60,38 102E 9.89 7.58 5.86 'fit
1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS conditions utilized in the testing o£panels as referenced in the test reports. In tx m 0 o
5. Composite panels shall be constructed using type 3105-HI54 aluminum facings,I or 2 PCF ASTM w x
CcLL aza C-578 Imperiat Foam&Insulation Manufacturing brand EPS adhered to aluminum facings with v m
Morad M640 Series adhesive(by Rohm and Haas Company).Fabrication to be by Structall panel m m E m p
3 x 0,024 x 1 - LB EPS PANELS 3' x 0.024 x 1 - LB EPS PANELS products only in accordance with approved fabrication methods. -
(PARTIALLY ENCLOSED STRUCTURES) (PARTIALLY ENCLOSED STRUCTURES) 6. Structallroofpanels maintain allL1715(int)class'B'(ext)rating and areNER501approved. 75in32 awI-
(EXPOSURE B) (EXPOSURE C) 7• This specification has been designed and shall be fabricated in accordance with the requirements of 2 M'O 04 rn FQ
the Florida Building Code 6th Edition(2017 FBC),composite panels comply with Chapter 7 CO C,a
MAX. ALLOWABLE SPAN (FT) MAX, ALLOWABLE SPAN (FT) Section 720,Chapter 8 Section 803,Class A interior fmisb.and Chapter 26 Section 2603.Ali local m2
k15
NET ULTIMATE WIND NET ULTIMATE
LOAD (PSF)I SPEED LOAD (PSF)i building code amendments shall be adhered to as required. 00
veo L veo L/120 L/180 L/240 vso a v- L/120 L/180 L/240 8, The designer shall determine by accepted engineering practice the design loads for site specific load LL
2728 15.67 14.66 12.3E 30.62 110 33112 14.09 13.49 11.18 9.46 conditions(including load combinations)using the data from the loads tables and spans in this
32.46 14.26 13.62 11.3D 9.58 120 39A2 12AG 12.45 10.14 M41 approval.
36.10 12.93 12.65 10.34 8.62 130 46.26 11.47 11,49 918 7.45 DRAWN BY: DYK
44.18 11.80 11.76 9.4E 7.73 140 53.6E 10.47 10.60 829 6.56 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ, CHECKED BY. DYK
50.72 10.84 10.93 8,63 6.90 150 61,59 9.62 9.77 7.46 5.74 this product shall be used in structures meeting the requirements of Section 1626.1,unless impact iC-A AS SHOWN
57,71 IQ.D1 10.16 7.85 613 r60 70.06 829 8.99 &69 4.96 resistance in accordance to the HVHZ requirements are met. DATE: 1.1.1.
180 73 D4 929 8.74 6,44 4.71 iso 98.69 8.31 zsE sea ass 10. Safety factor of 2.0 has been use to develop allowable loads and spans from testing in accordance to
1 MULTIPLY ULTIMATE LOADS BY 0.6 FOR ALLOWABLE LOADS the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 'p Y'.../S/
11. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building
Construction. _ ppYEON 6,p.E:
12. Linear interpolation shall be allowed for figures within the tables shown i FLA.REG.�IJMSER 4949i
13. Panels with fan beams shall be considered equivalent to similar panels without fan beams.Design 3 -''
professionals may include the strength of the fan beam to exceed shown figures part °O F1d°��wTEs:+E4
P Y� g guresas of
site-specific engineering.
14. Reference test reports:Certified test reports STRL-002.03-01,STRL-002-03-02,STRL-004-03-01 SAVA'L
by PRI-Construction Materials Technologies LLC. wrcrc Dn a ltxeamwydro aadtt dSYwr.
Nm,PE ontlW u"rgaDNrytai9gratum Ptintcd�h
if Misdocument renotcomidl,eOSlgnM andsldMaM
M 7.091 M4 bev.w onam'ek[D!Nltop�e;
1D1).09xa 12aD: da'DD'
Drawing No.-161027
SHEET IOF2
a
a
r
t'
26
z
m
r
r
P
b ,
7
I.Lt1RtIIA._
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: A
Date Received:
Site: `�( 2,5
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
o� ( / ccd
w
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer—Plans Examiner Date Con actor and/or Homeowner
(Required when comments are present)