HomeMy WebLinkAboutAcknowledgement Building 1STEEL BUILDINGS,INC.
August 29, 2018
City of Sebastian
P.O.Box 216
Clewiston, FL 33440
Attn: Scott Baker, Henry Burton
RE: Shade Hangars Bldg.]
Dear Mr. Bo er & Mr. B4i ton:
We have received your order for the above referenced building, which has been assigned our job
#FM20643. Thank you for the order.
Enclosed, please find an acknowledgment for your files. Please verify the completeness and
accuracy of its information. It is your responsibility to supply the correct building code and to
confirm that the building system, design standards and minimum design loads shown on the
Purchase Order meet your local building code requirements and customer specifications for this
project.
This job is being,processed as a "Permit" job. Since this is a permit job, we will not place it on the
manufacturing schedule until we have a written release from you. Once you have released the job,
we will contact you to schedule a tentative shipping date.
Once again, thank you for your order. We look forward to working with you. If you have any
questions, please don't hesitate to call.
Sincerely,
DE N STEEL BUILDINGS, INC.
rz
Order Processing; uste ror Servir. e
Enclosure
2929 Industrial Ave.
Fort Myers, Florida 33901
(239) 334-1051 • FAX (239) 334-2432
500 Tenth Street
Cedartown, Georgia 30125
(770) 748-7900 • FAX (770) 748-5300
71 Airport Road
Thomasville, Georgia 31757
(229) 225-1112 • FAX (229) 225-1175
I IN
E REQUEST ncE�
y Q U �T zl26'IixtsaWal A[e., Fl Myers FL:Moo • (i3A) al4To8F Feu W �)) i�•7•lyz
500 TOnth 91 Cedanovm,0A 30T2d•(TYO)7487$OD•(:wC )T483�00
PURCHASE ORDER 71AappdRd ThemhWle,aA3„rl., e,zzs,02-Fedc 9) >3
STSEIBI,7IL'DINGS;•'IPTG.
Cuetomor JOB# G'a9•f2�Ip /+j'3
CUSTOMER Citybf Sebastlan: nieaa / 7N
ADDRESS- 1226 Main Street QUOTE # FLOW,�
CITY SebasgSn STATE FL ZIP 32958 PROJECTNAME ,Cj6"e-Pa�yQr5.8/
PHONE # 813-461-=l 1172-228-7013 FAX.# PROJECT LOCATION Sebastian. FL 32958
E-MAIL hen d,burtop(P)ce-enq.corn ! sbakeiepeRvofsebashen,org COST CODE, 2Z 3 REGION # 11
CONTACT NAME Henry Burtpn� l Scott Baker. .. DSM VG EST' YC DATE ' , Q6.10-18
Building �VMth Length Haight Rabf No. of Bays ENDWALLS I%PE BF'& GCL
Slope 9 'B' [] SF ® RE-❑ None ❑ HR ❑ CF
BUILDING. - SS 15' (LS). 9 EW Ctil Sp ❑ Sid. ® Other _
DESCRIPTION - �35' 289' 1T 1 .1z 'See STCet-Ch Clarification See 5 tic .
11•'- ,® !-D'❑BF NRF None ❑HR ❑CF
EW Cal Sp ❑ Sid. M-Other
DIMENSIONS ARE OIRTLINETO GIRTLINE Clarification See:Stcetch. _ -
r No. of Bays ENDWALLS I Wind Smong
Type Wkith Length Haight. Roof '$' ❑BF ❑RF QNone Ir
Slope' :.._ Ca}.. EW CotSp. ❑Std. ❑Other
@ TT Cladncation - ;ommon Wall
UNITS •D' ❑ BF [IRF [I None
:12 - [I open
EW Col Sp. ❑Sttl. ❑ Other ❑ Sheeted
® Cla1floallon1 _ .
DESIGN L E TF.B WINO WIND .Ri8k SNOW SNOW. - SEISMIC SPECIAL LOADS Node
C6DES YEAR LOAD REDUC LOAD .EXP FACTOR LOAD EXP St Sa t—,.-psf Collateml
(lint) (YIN) (mph) (A-D) (I;II,111,IV) (pro psf Sprinkler
T M=mna (Page 10 attached)
KF %D Y 16� C ❑ Mezzanine (Page 9 attached)
❑ Habilable Structure ❑ Point Loads (Pegs"l) attached)
A4C;1E; r ❑ Another building within 20'
___ _ ❑ Other
❑ACdT,271So-
QA Spebial Serviceability (ddR;'denection, etc,). ❑Bldg. sit son 0 `D Int: Cols. NA B.P.F.
❑ Threshold Builtling
❑ BuyAmedcan �'®pt,r MBMA (see tale page 3) ❑ I ❑ Reac(iona with quote. �] Pipe ❑I ❑ Tube
CO RE�t ESIGN' COPES ARE CUb"OME6 RESe(JNSIBILITY. VERIFY FOR CO RECT CODES INV USED.
ROOF COVER ®GL FASTENERS '0 ZaoG ROOF BRACING WARRANTY
RIB ROOFGaut ❑ SMP PROFILE ❑;Standard ® Self Drill, ® Cable ❑ Rod
❑ Panel by 24 28 RT ®Roof Walls
Otberet38• PANEL ❑ A ❑ PVdF � BI;e 1-1 /4" []Self Tap. ❑ For Diapht. ragm
only [] Fabrication-1 yr.
❑ None — Other [: Delete A l ❑ Dlaphmgm ® GL Perforation -20 yr.
STANDING PROFILE FASTENERS TFi�iB FACER El Angle PVdF Finish -25 yr.
rseanlbdcdmpar SEAM Gauge SMp ❑ P.roseam g Standard ,❑ None I ❑Other ❑U.SMP Flniah-20 yr,
NOlwduded ROOF 1'
24 ❑ PVdF ❑ ProLok ❑ Delete M 0518 I SSRCLIPS
Meath Fang) 16'.or 24' ❑ ❑ PiDVRt .Size Q Zero Offset
InrormeWn ❑ 3rB' CERTIFICATION
PANEL � --- Other ❑Low Fixed
❑ GL FASTENERS 2ac� ❑ Low Floating Root ■Wells
WAL4C.OVER 'Gauge gMp PROFILE ❑Sten.ierd ®San Drlfi KI Fixed ❑,ULSBD-g0 (tool only)
❑ Panel by 36' PANEL 24 26 ❑ PVdF RT R5 SP Size 1 114„ ❑Self Tap. ❑ Hlgh Floating Ft. duct Approval
Others ❑ ❑ Q Other Delete Aft ❑'HVHZ NOA
❑ None. - f��'Il
WALL SWA Lx H sWCLx H-- EWa 4x_H EWD Lx H
CONDITIONS Openings Open Full Lz..13%H Open Full Lk r4. H- Open Full Lx 13`4• W Open: 'Fall" Lx' t3.4.•. H
(iF -010dt Type an for nn7R O an ter ni on Yes O ansr r
�Tapehd Colsbraced Ye's -. Wher4Slieeldd Yea Wliei t5h'eele Yes 'WhereS as d 'Yee Who heated
❑ straight (bold flanges) No. ®No No Ne
nrexwekdepN_ Gln Typo Insert B pass -❑Rinsert B pass Insert ®8 ass ❑Insert s-B Pass
❑ 8maaday Longuvdmal 8 cable ❑ Rod NDIa. L_I Cable ❑ Rod �Dia. yr�-JI� Cable - -Q Rod n8 Dia.l ❑ Cable ❑ Rod U Ole.
wean a" note Bracing ❑Angle ❑Wind Col ❑Bents ❑Angle []. W(nd-Col ❑Sonts LJ Angle [I Wind Col ❑Bari ❑Angle❑WNd CoI []Bents
pegs 3' other Sea Sketch. Other :ee.SketCh - Other . � Qihar
CUANTRY -Gaitga ❑GIL PROFILE FASTENERS ❑Zero® Height
PARTITIONs EW 24,2628' LJSMP- RT RS SP ❑Standard. ❑SeIGDrlll - - Looale,oReketch - show
❑ 0El ❑.P-VdF ❑ ❑ ❑ Size. ❑Self Tap- ELF which std'e k sheeted,
$W %Lonly Other ❑,Oetote All
Ol7ANTITY Gauge ❑ GL
PROFILE FASTENERS Cf Zone HEIGHT T-0' (Sid) TRM TRIM
LINER 24 26 29' ❑ SMP RT RS Sp ❑ Standard [j Self Drill - O -O" ❑ Full: height ❑-Columns COLOR
PANELS BW Other El openings
❑ 0 ❑ ❑ PVdF ❑ ❑' ❑ Size �] Self -rap 'BVII� -GL any .. other C]:Del¢le-Ali El Cep Trim
1003ACBMS
2� �3
=9782$ (
ACCESSORIES CUSTOMER INITIALS
C1UOTE/JOB# PAGE
GUTTER
DOWNSPOUTS EAVE RAKE CORNERS
TRIM []GL XSMP 0PVdF
❑GL MSMP OPVdF ❑GL NSMP ❑❑ PVOF GL NSMP ❑PVdF OGL NSMP ❑PVOF
COLORS COLOR
I
COLOR COLOR COLOR COLOR.
I I
026 ga, ❑ 44 gaga.
026 go. 24,ga: 026ga. 24ga 026 ga. 24ga. ■269a. 249a.
FRAME FINISH Red Primer (standard) ❑-Hot Dip Galvanized I FRAMED 61st N ALL OTHER
❑OL ❑SMP PVdF DOL ESMP ❑PVOF
SECONDARY FINISH ® Red Primer (standard) 0 G-90 ❑ Pre -painted Red COLO COLOR
24ga E26ga.j ❑24ga
Auto Panic Bar -CITY
e�g�a.
- Cdldonal Accd 16orles
Quantity
Close EO EE Mortise
300 LF Gutter 20' pcs. (Ind. canopy) I CRY. . Color Part Number
WIND RATED DOORS
Downspouts Canopy Returns I
e both lest. A_307OW 350 psf ❑ ❑ ❑ ❑
9
have panic B_BO70W t50psf ❑. ❑ ❑ ❑
haroware, NON -WIND RATED DOORS
add mullion C_3070S ❑ ❑ ❑ ❑
_ Scuppers
0 _ 4070S ❑ ❑ ❑ ❑
_ LF Valley Gutter 10'pieces I
E _ 607OS' ❑ ❑ ❑ ❑
Skylights ❑ Sid. loc ❑ Loc on sketch
F _ 8070G' ❑ ❑ ❑ ❑.
❑Tdm ❑InsW. ❑ UL90 ❑ FLPA I Buyout Items
'G _ ' w x ' h FO. sill @ _A.F.F,
Well lights, length _
•See note 'H_ _'wx_„' h FO sill Q.�� AF.F.
Monovonts 10'.%❑9'❑12'❑GL
below +1 _ _! w x _' h FO sill @ A.F.F.
Dampers 0 vA ❑ w/oel ❑ Cont. ❑ W H I
'J _' w x. ' hf0 sill @ __A.F.F...
Lo-pro8le'vents ❑ GL ❑ WH 0 cont. I
•K� ' w x _' h FO sill A.RF.,.
LF Masonry Five TrimI'
•L _T _'wx_' h FO sill @_ A.F.F,
LF Masonry Rake Trim -
• ❑ C channel ❑ Gnz Iambs ❑ Jambs onmasonry
LF Masonry Base Trim (10' pieces)
OHD OPENINGS ❑ Factory locate ❑ Field locate
T LF Base Trim (20' pieces) Special Requirements
OHD DOORS ❑ by Others Elby Dean
LF Base Glrt (loc.(�_'. A:F.F.
TYPE ❑ Sectional ❑ Roll -up Model:
LF Bass Closure (3' pleces) I
M_ Slfde/Hangar Door_x_
Sqs, 718'Tape Sealer(dauble.bead) I
Number of leafs _ @ _
LF W alHo-Roof Trim I
Vl,j-'�,I`Bottom rollingy ❑ Top rolling
LF Wing Unit Tdm
N _ AID Window Hddz Slide ❑ Insulated
LF High Side Sculptured Eave Trim
0— 8030 Window Hodz Slide ❑Insulated
650 LF Drip Trim (Base Oondit on) Insulation
Note: HS windows will require girt at2'6'
_ LF 3' x 3' x 3116' Shell Angle (20' pcs.) ' Roof ' Walls
In the bays with the windows
_ LF 4' x 4' x 1/4' Shell Angle (20' p,w.) ❑ by Dean ® by Others ❑ None
P _ 2070 Fixed Glass (bronze) ❑ Insulated
Type
O 2'x2'Louvers ❑Fixed ❑Adj ❑GL ❑WH
_ Anchor Bolts
R _ 3' x 3' Louvers ❑ Fixed ❑ Adj -❑ GL ❑WH
❑ AN1299 (Substitute for rake angle) I ❑ by Dean (A36) K by Others
8— 4' x 4' Louvers ❑ Fxed ❑ Adj 0 GL ❑WH
M E-2 Lap at Pudlns and Girls ❑ Pre -ship ❑ w/Bldg. []CPU
I Projection
Comer Ext. SofBts(RT)
ROOF EW"" ❑ 3'6' ❑.6'6' U Other
EXTENSIONS
- T ea. x I U W/soffil ❑wlo soffit Color
�_
I EW'D' ❑ 3'6- ❑ 6'6' ❑ Other
_ ea. x ❑ w/soft ❑ wlo. soffit
CANOPIES Tapered Beam
straight Beam �offft(RT)
SW'A' 4' 6' 8' 10' 12' Other 3' 5'
Other ❑ @ Eave ❑ Below save wit; w o soffit Color
LF ❑ ❑ ❑ ❑ Cl ❑ ❑
Clear elevation ❑ ❑
SW "C" 4' 6' 8' 10' 12' Other 3' 5'
Other ❑ @ Eava ❑ Below save wlsoffit w/o soffit Color
LF ❑ ❑ ❑ ❑ ❑ ❑ ❑
Clear elevation ❑ ❑
EW "B' 4' 6' 8' 10' 12' Other
Below Eave w/soffit w/o soffit Color
LF ❑ ❑ ❑ ❑ ❑,
Clcar elevation ❑ ❑_
EW "D' 4' 6' 8' 10' 12' Other
Below Eave w/soffit w/o soffit Color
LF ❑ ❑ ❑ ❑ ❑
Clear elevallod ❑ ❑
FASCIAS - Vertical -
Sloped I Fascia Sheets
Sid. Other - Sid. Other I Profile Color
4' 5' 6' Other Proj. .Prof. 4' 6 6' Other Pro), Pro), Soffit -
LF SW W ❑ ❑ ❑ !_, ❑ ❑ ❑ Q Q ❑ ❑ IProfile_Color
LF SW'C' ❑ ❑ ❑ T ❑ ❑ ❑ ❑ ❑ ❑ ❑ L-I Type I LJ Type II Tdm Cdor_
—� LF EW "B- ❑ ❑ ❑ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Comer Returns Clear Elevation
LF EW'D" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ea.
GeNalume—is a registered trademark of BIEC International, Ina Dean SiselSultanas. Inc., uses various suppliers of 55%Alum-2hc stay coated steel produced Is ASTNI•A792. We me the
'GL' desl9nabon for AUZinc coaled materials which mayor may not be GaNeWmer-. Fascias Include standard puller and should not be rodaded in putter quettily above. All 3-sided homed
openings (FO) eswme haWerheight to ba at helghtabwa Mish fbor(AF.F,)wfthlambs to FF, If jambe an masonry is selected, the header height remains same and jambs wit sit on lop of
masonrywa1 OSB in not responsblo for delennNh9 quantity of guaerand downspouts required.
TO desgned for sectional door. If ml6up is used. cuslomermust supply door catenary fates with quote request. If C channel Iamb a sNacled tar m"p done. catenarylames wa wt be
applied and customer aswmee ad Wbdity.
Notes: Altkt G-90 secondaries.
1003905'I8;
289A-
zw"---{ �•Jl^ .rA• I ao•A- i 401-0'
f--zo•A"--t—zo'-0=--1�zaA•--�—zo•-o"—yj—zo•-0"—�—zo•A"--1---zo•-o•--1—zo•A'---r--
1+!
F
4 Btdlding#I
)IM
101-01
—j--zaA^--j--xa•A"---{--za•o"--y---xz�-c'-- j--zr•a"---11 I
I hbk I I I
.jr%da51Wc F4me`
70' clear Taxilane space between the two hangars.
h
"q .. Budding 0 2 ..
I II fsWc �` I 1 I
�"'--1-�20'A'
a-0" t W.0" I~ 7aA• I M.0"
- 289'-V -
RF EXAMPLE BF
I SW 'A' I
N(7Buildings with masonry walls will be designed per MBMA.(Sac. A15, Serviceability).
Is the masonry well designed with a hinged base: ❑ Yes R1100 ❑ No H1200 (Ifnot chcckcd, MOO applies)
�j £
y m
I awr I
Check OneJifw checked, STD Applies)
Osro>l+=a'nMWNaSiMgc VIA '-t7:Ybcoe imemrttelton'aYb0ih7es-stippTied
(Sheen Isdjtc) Q F. sknch
❑ BIuF. Skeu infomiadom Buildei is agvuM b
..Fully cheek and aerify this
❑w'nk"51"a quo4tien forcomplrsrncsseM
❑ Don Femu
❑ofn wit "LC1peey
-❑Submit44 RsyuirtJ
OThIs Quo4dunubesed.DS.8, 1.,.,lying
ilau?didg usug SstileiWSd meleiiels. dciien
practieq, snuwGcaaiog pmccus aasssoncs,
end wortenaaunkss Veeifinlly sumd othc wise'
in this Quo4tiodputcluu ontm Acrtfort, use
building to besuppliedpL dndp nwessadiyb n
complivnce with plu4 aid spec as submilad.
eJf
- S7fA'^,s„spa/`_.. Pie A.
Job�n_mo /T W F V sn'SH / 3
/!Yj
Job # � � Quote4 FL029782$0'�
���yy �/'_sp
Builders lnillals .+a+ Date Sla({Wp
1
4
2
TT
i
1
EKB Elevation MD. Elevation
ft
T 7
SWA Eleyatlon(Low Sido)
SWC$lovation (ffigh Side)
Rp E,YAMpLE W NO Buildings with rnasonry walls will bedmignod per MBMA(Sta A15,Seryicesbiliry).
I gwW I Is the masonry wall deiigtmd with a binged base: O Yesivioll ❑ No1VM (Ifuutcheeked,tVIDDapplies)
Clmk Omofnacbed.d.STDApplles) [hummc Suppnedlnlbmsti=MTh3Qmuliodbblem Strtrs oThisQuomti0nbt2ad-on D.S.D,Inampplying �� � 0,//Page 3A
a m OSiDBMDail ■No Shecledge VIA ❑Pho. ihlerpauden ofbuildts supplied . building using its Aeddsrd mnciat;design L�s/'/�Il"
E (Sheet Ledge) 0F. Slw.h infonetatiom guil&T is advised pnUkcs, manufanw;ngpeoemes, nceusaria4 Joob�bKq;une
m ❑ Blueprints cuouiti y eicelt and wc.wls1ewn ss. sad is Qu*Ua widen spec(frally oaud om. the a / a• 1
O WUtxn Spmc Job li r 3 ua0., sFL02978250— I
❑ Dan Poems 9tao foreompkrcirn end w this QuoutioNPwchase OrJc. Themfort, rbc Q
I Sw'C' I 0onice Visit ...um, buiding to be supplied maynm.ccssmly be in a�
❑ ey
Submittals Required complimce with plans and spelt ss wbmivcd. Builders Initials SS Date
GO JOB -Building proceeds directly to fabrication,
❑ Paper Documents
_sld_ 2seated construction drawing sets,-1 unsealed Irucklerector copy
_ Additional sets of Unsealed Drawings.
T Additional sets of Sealed Drawings:
Sets Advanced Anchor Bolt Plans
T_ Copies of Letters of Certigcalion
Expedited delivery. Drewings will be sentUPS Ground.
Enter FEO-EX or UPS number for expedited service.
❑ Digital Documents (PDF only), all with digital engineering signature.
❑ Construction Drawing
w ❑ Advanced Anchor Bolt. Plan
0 ❑ Letter of Certification
■ PERMIT JOB - No fabrication until written release.
■ Paper Documents
o _aid_ 3.eeeled sets
Addltionatsels of Unsealed: Drawings.
2 Additional sets: of Sealed Drawings.
Sets of Calculations.
_ Color Charts ❑ SMP ❑ PVdF
❑ Digital Documents (PDF only), all with digital engineering signature.
❑ Permit Drawing
❑ Calculations
Additional sets indicated above by Customer willbe Included as an extrafo, the contract.
�3 PAGE 6
QUOTErJOBM FL029782$0 .
PAYMENTTERMS
❑ Net 30
■ .ZD % Down Payment
■ C.O.D.
■ cashioes Check
❑ Company Check
❑ Pay In Advance
❑ Wire Transfer
❑ Other
The order is subject to the
conditions printed hereon and to
the additional conditions or
provisions Included in the Dean
Steel Buildings, Inc., General
Policy which can be viewed at
www.deanste elbu ildi ngs.comicuslo
m er-down loads/genera I -policy.
Dean Steel Buildings, Inc., reserves the right to invoice rorpermit drawings when. completed, along
with all engineering and related work done. If order is placed on hold or canceled, Customer will be
billed for all wort done to date. See. General Poficy for more. information.
Order Information STATE AND LOCAL SALES TAX
MBMA Data:
Dean Steel. Buildings; Inc, to collect sales tw
End Use Code
State Code
County Code
Sq. Ft, -
No.ofPages
QUOTE #
FL029782$0
A.
J-
FL029782$t
Allemela wah G40
3C
10
031
10,115
6
F.O.B. POINT
FT Myers
FT Myers
Q YES [].NO ■'TAXEXEMPT
❑ Building for resale, not for construction.
Sales Tax Is Collected for orders.delivered to states where Dean Steel Buildings, Inc. has a
physical presence. If the NO chackbox Is selected above, the purchaser is,responsible for
Collecting and paying all state or local sales taxes.
The order is not binding until countersigned by an officer of Dean Steel Buildings, Inc., and
confirmed by a. Dean Order Acknowledgement, which will besentby registered mail.
MATERIALS FREIGHT
71,044 $ 1,356
ESTIMATE
$ 73,544 ONLY,
TO BE
RECALCULATED
AT TIME OF
SHIPPING.
5ALES'TAX
I SUBTOTAL I EST. WEI9HT
$ 72,400 I Price just for bldg.
IF COLLECTED,
WILLBE
ADDED
C 74,900I Pn rust for (1) bldg.
AT TIME OF
INVOICING
I 4t4?fN 4I Z Sub �DrN4 S
QUOTE DATE: NOTE: Quote is good for 5 days from date of quote. Once accepted, delivery must be taken by
08-10-2018 DSB SCHEDULE to receive above price.
DEAN STEEL BUILDINGS, INC.; AND BUYER CERTIFY THAT THE TERMS AND CONDITIONS SET FORTH ON PAGE 6 OF THIS PURCHASE
ORDER HAVE BEEN READ, ARE UNDERSTOOD, AND ARE AGREED TO AS PART OF THIS AGREEMENT.
DELIVERY DATE CUSTOMER'S AUTHORIZED SIGNATURE DATE DEAN STEEL BUILDINGS', INC. DATE
REQUESTED BY
CUSTOMER AUTHORIZED SIGNATURE
Asper arty/v�
JOB FACT SHEET, JOB SITE DIRECTIONS, COLORS, ETC., MUST BE INCLUDED BEFORE THIS ORDER w7LL BE PROCESSBD (GO JOB ONLY).
I003DD•N77
f*zo6y3
TERMS AND CONDITIONS CUSTOMER INITIALS QUOTEIJOB# FL02978$$1 _PAGE 6
• When ihe_word 'Customer' is used In this document, It shall be construed to mean the person, partnership, Iran or corpo"flon named an thefaceof this Quote
ReggwVPumhasa Order as being the customer of Dean Steel Buildings, Inc.
• The Terms and Conditions of the Dean Steel Buildings, Inc., General Policy as amended or revised, am Included as part of this Quote RequesVPurohapa Order
as though allachad hereto or copied herein verbatim. The General Policy can be Viewed at www.deansleeibuildings.conVcustaner-d w loadafgenerebpolluy.
• Dean Steel Buildings, Inc., adheres to the MBMA'Lcw Rise Building Systems' manual, 2012.edition. It is the responalbfllty of the Customer to obtain a copy of
the manual from MBMA.
• The money due to. Dean Steel Buildings, Inc., under the terms of this Quote RequesVPurchase Order, together with any other Indebtedness which. Quslomer
may owe Dean Steel Buildings, ins, shall be paid by Customer to Dean Steel Buildings, Inc, at Its offices In the City of Fort Myers, Lee County, Florida. If the
Customer fails to fulNl the terms of payment applicable to this Quote Request/Purchase Order, Dean Steel Buildings, Inc., may defer further shipment%or. at Its
option, cancel the unshipped balance of this order and all other of Customors than unfilled orders. Dean Steel Buildings,. Inc., marries the right prior tp making
any shipments to require from Customer satisfactory security for payment of Customer's obligations. It Is further agreed that Customer wig pay air =is of
mile
,ng, securing, or attempting to called or secure any indebtedness. which may be due hereunder, Including a reasonable etlomays fee, whether the same
be CpYectedor secured by suit or otherwise.
• A T-1M% servile charge per month will be added to all unpaid balances mar30 days. Dean Stool BuYdinga, Inc., Is a material supplier and retainege is not
allowed.
• Dean'Stapl Buildings, Inc., reserves the right to review and adjust prices an orders that are delayed for shipment or construction due to any circumstances
beyond the conlrol of Dean Steel Buildings, Inc. (i.e., permit delays, construction delays, financing delays, Customer delays, slow turn emuncl time on
approvallpennil drawings, ate.) F.O.B. point will always be Dean Steel Buildings; Inc., plant, unless slated otherwise.
• Dean Stool Buildings, Inc„ reserves the right to divide this order Into separate shipments and Invoice such -shipments separately, In which case, each shipment
shall be doomed a separate contract and payment, therefore, due In accordance with the terms hereof Dean Steel Buhl ingsi Inc,, cannot be held responsible
for spoiling, switching, drayage, demurrage, or other transponation.charges, unless agreed to In writing. If, because of dsfoult,pf Customer, any shipment must
be diverted or returned to Dean Steel Buildings, Inc„ Customer shall pay all demurrage, transportation, and other costs Incurred as a result thereof.
• Dean. Steal Buildings, Inc„ shag not be gable for any direct or consequential damages which Customer may suffer by reason of Dean Sleet Builtlings, Inc.,
delays in performance of this Purchase Order, Such delays Include, but are notfiinited to, loss, damage or delay of =letters, strifes, rues, floods, storms, dots,
civil commotion, goverr mental regulations and/or laws, differences with workmen, Dean Steel Buildings, Inc., Inabirdy to obtain materials, or other
circumstances beyond Dean Steel Buildings, Inc„ oonVol. Dean Steel Buildings, Inc, will not accept penalties a liquidated damages unless specifically
provided for In this contract.
• The price shown on this Quote Raquest/Purchase Order or the Order Acknowledgment (countersigned Purchase Order) does not Include cost or expense of
pedormanceipaymenl bonds, building permits, taxes (excise, privilege, occupation, sales arKUor use) whether Federal, State, on local, applicable to this sale,
unless, shown on the Quote. RequesVPumhesa. Order. Any taxes which Dean Stool Buildings, Inc., may be required to collect under existing or f rb re laws,
upon or with respect to the sale, purchase, delivery, storage, processing, use, consumption, or transportation of any of the materials covered hereby, shall be
for the account of the Customer, who shall promptly pay the amount thereof to Dean Steel Buildings, Inc.,, upon demand,
• Customer will describe his project through either furnished drawings or by verbal. Woonallon. Dean Steel Buildings, Inc., will make an Interpretation and present
[hat Interpretation to the Customer In the form of a Quote Request/Purchase Order. Upon the Cuslomersigning the. Quote. Request/Purchase : Order, he Is
accepting the exactness and oompahbifity, of Dean Steal Buildings, Inc„ Interpretation of the Information Customer has submitted, Upon Dean Steal Buildings,
Inc., acceptance of the Quote Request/Purchaso Order, it shell be deemed a contract and an Order Acknowledgment will then be forwarded to the Customer.
This indicates Dean Steel Builtlings, Inc., acceptance of the order and intention to ship. It will be the Customer's responsibility lo notify Dean Steel Buildings,
Inc., at once, upon moolpl of the Order Acknowledgment of any discrepancy that may exist. If the Customer fails to ratify Dean Steel Buildings, Inc., prior to
fabrication, DeanSteelBuildings, Inc., will not -accept back charges for subsequent modifications to materials shipped In accordance with the Quote
RequesUPurchase Order. Unless otherwise spociflad on this ardor, all material shall be supplied In accordance with Dean Steal Buildings, Inc, Standard
Specifications, which can be downloaded stwww.deansteelbugdings.mMpmductwbrochures/standard-spmlgc Vons.
• Dean'.Sloel Bugdings, Inc., will provide engineer sealed droWngs when permit drawings we specified. Any drawing marked far permit In the title botches not
been final detailed or checked. The Customer accepts all responsibility for using the permit drawings for any purpose other than obtaining a building permit or
reviewing the drawings for purchase order compliance.. Permlljobs that are not released within 1 week of being sent drawings may result In a price edjystmant.
Time allowed for release Subject to change.
• Upon.accepsnce of the Quote RequesVPumhase-Order, It shag be deemed to be a contrecl, Incorporating all verbal or mitten underssndings and agrsemens
between the Customer and Dean Steel Buildings, Inc.,. rotative to this purchase. In the event at any conflict betwreen Customorsuppred drawings, Dopn Steel
Buildings, Inc, drawings, specifications, or blueprints, and this contract, this contract shall govern, and any other material or ptodificallons required $hall be
furnleped at an extra charge. No failure of Dean Steal Buildings, Inc„ to exercise any right accruing from any default of Customer shall Impair Dean Steel
Buildings, Inc., rights in case of any subsequent default of Customer. All rights of Dean$leat. Buildings, Inc., hereunder shall be cumulailve,
• Products fabricated by Dean Steel Buildings, Inc., are warranted only against (allure due to defective material or faulty wrorkmanaltit for a period of onegi) you
from date of delivery of such products and Dean Steel Buildings, Inc.. liability shall be limited to repairing such products and/or furnishing (but not dismantling
and Installing) necessary replacement materials F.O.O, point of manufacture with freight allowed. Misuse or Improper Installation of materials does not
constitute a warranty claim This womanly, does not cover products, accessories, pans, or attachments which are not manufactured by Dean Steel BVlidinps,
Inc., s<copt to the extent of thu warranty given Doan Steel Buildings, fnc., by the a.:tual manufacturer, Dean Steer Buildings, Inc.,, makes no other vrar zmgas,
expros;od br Implied. as to rnarchantabiaty, gl0oss or otherwise. Dow Steal Buildings, Inc., rabl4ty is restricted to breach of the, expressed warranties stalod
above, and In no event shall Dean Steel Buildings. Inc., be liable to the Customer or, his customer for Incidental or consequential damages or damages In the
nature thereof suffered by either..
• The Customer Is advised to use only expedomed erectors with a minimum of 6 years experience,
. The customer acknowledges his responsibility to supply Dean Steel Buildings, Inc., with the correct design loads and building,codes for the location of the
building being erected. Design loads include. but are not limited tWIlve, wind, snow, solsmlc, crane, collateral, mezzanine, or other auxiliary loads. De$n Steal
Buildings, Ina,. makes no warranty that the loads supplied by the Customer are correct. It Is also the Customers responsibility to. supply Dean Steel Buildings,
Inc„ with copies of local codes or amendments to national codes that govern the design of the building.
• In case of dispute, the contract shall be construed In accordance with the taws of the Sias of Florida, regardless of whore the building is located or where the
contract Is signed. If suit Is Instituted, than Customer and Dean Stool Buildings. Inc., agree venue shall be In Lee County, Florida, regardless of where building
is located or where contract Is signed.
• It Customer requests changes to the delivery schedule alter job has been released to the shop, a rescheduling charge of $250.00 will be added to the order and
the buildingbecomes subject to all price Increases. Storage and restaging.chargos may also be applied,depending on the length of delay.
•. This contract may orgy be amended through a Dean Steel Builtlings, Inc., Change Order. A minimum of S50.00 processingfee, along with all other pass to
make�the change will belnvolced accordingly.. Change Orders to the job will affect the delvery.
• If Customer;selecs a carder other than truck supplied by Dean Steel Buildings, Inc., the following requirements must .be -met. Center Is to have at least a 40'
Ilalbed trailer In good, safo condition. He must have 6 sets of chains and binders (251orlg each). Due to thenature of the product, loodcut can range flora 4 to
8 hours. Dean Steel Buildings, Inc; will not be responsible for any overtime charges from the carder. The trucking company allows a maximum of 3 hours to
unload each trailer and will assess detention charges over that amount of time at the current rate. Warning: dunnage (lumber) can compress during shipment.
Driver should continually check for tightness during transit
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