HomeMy WebLinkAbout18-20348 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20348
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20348 Address: 7235 OMEGA CT
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0700
Improv. Cost: 2,615.37 OWNER INFORMATION
Date Issued: 10/24/2018 Name: WEISE, JOHN
Total Fees: 82.50 Address: 7235 OMEGA CT
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/24/2018 Phone: (914)384-0279
Work Desc: REPLACE 2 DOOR UNITS S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 82.50
11 C
1
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 renspection,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.
CONT CTO IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Date Recelvedl'+ _ lttaone Contact for permitting �- -�'1 (ate
a=xtstsxtxn±m= :I.i} i cfsaixrzxxx m7:t�zt�2}sxxt cctac ao y�xan rci� axxa a�air(xa= XT
Owner's Name !. Ownei Pt one lumber
OwnA+r's AddressILL 1-3 � �_G ��7r'l15 f�l 3Jd Zf('j- •Owner P one �lumber
Fee Simple Titleholder Game - , _ _ Owner P one `lumber
-eeSimplel'ItlehotdorAddress
t. p ��(��..._.
JOB ADE RE?St3 (: ,7'�. �2 _�. __. f1i y15 �L. 1 '._� � LOT#.
:,UBIDIVISION c PARCELID#
(OpTAI nD F4 OM PROPERTY TAX NOTICE)
MORf+C PRP.)FtCISE31)( 1. fi NEW CC)NS7'R ADD/ALT C _ SIGN I_; C�I DEMOLISH
Cl INSTALL. � REPAIR
}RaIPos1=I)USEi. C� sFR i:;.�I Comm C:� oHE
'YPE:OF ("'ONSTRUCTICIN BLOCK I . _I FRAMI= C_ � S1'EEt
)ESCIRIPTION OF WORFt, —L L. `7'C�, 21.
mIL[DIN(i, SiZIc !y__; t5(�t-OOTAGE== HE',IG T
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VALUATION 01=TOTAL.CONSTRU TION
[,7E:LI=0TFtI;:1AL. $ �o AMP SERVICE [_ P OGRESS ENl_RGY C] W.R.E:.C,
[ 7NI CIiANIGAL f$ —`i VALUATION of:MECHANICAL INSTALt.A ION
]CAS i i [� ROOFING _ SPECIALTY oTHE k t
[..� i fI .I'
mSFIED FLOOR ELEVATIONS ^� ._.__ FLOOD ZONE AREA �aYEtS NO
ti t r�ti t t t-rtt ttti-ttttfhti tijttl~Ft t ti tit t+t•t-t I ttht W+;tii+ t :Ll ti H-H-t t lttitti P-H. -H ti-Ht�t"ti-Htti ti ti ttt,H-l-t�l t+ti hf f ti i
JILIOER COMPANY [II we �� !r1{, ��}t"e.3
GNATUR _(,.F�'J,����rTff1G?!�t REGISTERED Y/ FFiE CURREA .Y 1 N
,Addre::ts }>t?!7� �1 1 �'S L�f:tAN��to �< "�a `7�( Lic n::e#
COMPANY
3NATURI:: _. _! _�. _ _ REGISTERED �CY I N FEE Cl1RRL•f`
Addrwis _..�! Llc nsa#
UMBER I ! COMPANY __
iNATURE.. _ , _ __._.._ REGISTERED Y/ ;N r� FI`zE CURREN ~I .Y/,N �
Address L _ ._ __ Lice se#
C.ttANfCI•il. COMPANY
NATURE: f I _ r REGISTERED ( Y/ N T FL•G CURREN Y/
L_
Address C Lice se#1'
*T1 COMPANY _
NATURE REGISTERED Y/i N_)rcE
_
r _ Lice so# l
ti!!till 4it++t}t titi i t i tff E fthFt Ft ttti+i t i i fi-tff-t-H+t++H+H+H+Hd t 1- f-ti+�t-t H+f-f+i+t-H+f f + }Pii t t H tt•t-F4+1+ftt t+ti+t+f ftH itti-att4
;IUIENTfAt_ Attac)r(2.)PI t Plans;(2)sets of Building Plans;(1)set of Energy Forms;F2-O W PE milt f r new construction,
Minimum ten(10}working days after submittal date. Required onsite,Constructlan Plans Stormwater Plans w/Slit Fence Installed,
Sanitary Fact ities&1 dumpster,Site Work Permit for subdivisions/large projects
41-AERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energ I For s.R-O-W Permit for new cbnstructlott.
Minlmum ten 1(10)working days after submittal date. Required onsite,Construction fans Stormwater Plans w/Slit fence Installed,
Sanitary Faci itles&I durnpster.Site Work Permit for all new projects.All commere al req Irements must:meet compliance
-d PERMIT AttaO(2)sate of!engineered Plans.
it-*F)FtOPEnR 'Y SURVEY required for all NEW construction,
�2:�::aL722ixfa:L}S1tIZ)q�I:Cl�:CI7:t3277CLYI}a:i�I't�YaCf�:I3�CIItt1�i�Y.I�T�RTSI�t�. �t:} CLIIZG7�a:�{:CLI�1:L1�7T]<III�Y.LLB
�t:ltans:
Fill out application rompletelty.
Owner&Contractor'slgn back of application,notarized
I!` over$2500,a Notice of dommencement Is required. (A/C upgrades over t$71500)
Agent(for the contratctor)or Power of Attorney(for the owner)would be someone with notarized to or fro n owner authorizing same
R THE COUNTI:At PhiRINITTING (Front of Application Only)
)is;if shintlles t.lowers Service Upgrades A/C Fences(Plot/Survey/Footage)
II
Clriveways-Not over CounterjIf on public roadways..needs ROW
111
I
I .
NOTICE! OF DEEM RE STRIC1rIONS: Th ► un erslgned understands that this perrytli; may be subject to "d6ed?' rostrictions"
which may be more restrIctive than County reuiations. 'File undersigned assurne►s respon;sibility for compliance vvith any
applloable deed restrictlons, I
UNLICENSED CONTRACTORS AND GONMACTOR RESPONSIBILITiE,83: If the owner has hired la c;ontrractor or
contractors to undertake work, they may �e r qu.lred to be licensed In accordance, with state and local regulations, If the
contractor is not; licensed as required b law'I both this owner and contractor may be olted for a misde�.neanor violation
under, state law,; If the owner or Irrterrde J contractor are uncertain as to what licensing requirements rnray bpply for the
intended work, they are advised to contact thoi Pasco County Bullding'Inspecf;lon Olvislon—••Lirens(ng Sef;tlon at 727••E3�17-
f1009. Furthermore, If the owner hat, Ired la contractor or contractors, Ire) Is advised to have the c;antrs:actor(s} sign
portlans of the "contractor Block" of this appll6atlon for which they will be responsible. If you, as the oivner� sign ,,as the
contractor, that may be an indloatlon tha he �s not properly Ilcensed and Is not entitled to permitting privile, es In Pasco
County, I
TRANSPORTATION IMPACTIUTII_ITVE' IM121ACT AND RESOURCE.REiCOVER'Y FETES: The undersigi'arad!underste:u7ds
that Transportatlori Impact Dees and Re ours Recovery Dees may apply to the constructlon of new bul�ding , change of
use in existing bulldings, car expansion o exi�tIn*g buildings, as specifled In Fiasco County Ordinance numbF►r 139-07 and
0-07, as ,amended. The undersigned a so u derstand:s, that such fees, as nl ay be due, will be Identlfle.d at the time; of
permitting, It Is jfurther understood that 'ran portatlon Impact Fees and Rwml.irc,e Recovery Fees rnusl: be'paid prior to
receiving a "certificate of occupancy" or trial over release: If the project elves not Involve a certificatel of gccupancy or
final power release, the fees must bes p id pr or to permit issuance. Furthermore), If Pasco County Wee►r/�leswer Impact
fees are due, they must be paid prior to perml Issuance In accordance with applicrable Pasco County ordlrtanCDIS I ,
CON'3TRUCTiQN LIEN LAW (Chaptor rl''13, l:lorlda Statutes, as amended): If valtiatlon of work Is $2,600:00 or more, I
certify that I, the applicant, have been provided wll;h a copy of the Florida Construction Lien Lawr•• •Homeowrler s
Protection Gulde" prepared by the Flurld a Department of Agriculture and Consurner Affairs, If the applicant Is sorne:.one
other than the "owner", I certify that I haws ob atried a copy of the above desscribed document and promisa In!'good faith to
dellvcsr It to the"owner" prior to oorrimencimel it, .
CON•T"RACTOR'S10VWNER'S AFF11DAVI ': ( certify that all the Information In this application is accuratelyand;that all work
will*be done In compliance with all appy cable laws regulating construction, zoning and land development. Application is
[lore icy made to obtaln a permit to do wor° and Installation as Indicated, i certify that no work of Itl;tallation has
tomrmenced prior to issuaance of a pert It a d that all work will be performed to meet standards of all haws regulating
constructlon, County and City codes, zoning regulations, and land development regulations In the ju�t.rdii.tlon. I also
certify that I understand thEit the regulations cf other government:agencies may ,.apply to the intended work,.and that it is
rimy r(:.sponsibility to Identify what actions nlw t take to be In compliance, Such agencies Include but are not limited to:
Department of Environment I Pr tertian-Cypress Bayheads, Wetland Areas and Environ i entaliy Sensitive
Lands, Water/Wastewater Tr 1atrnent.
Southwest Florida Water Ma agement District-Wells, Cypress Bayheads, Wetland i.Ar(�as, Altering
Watercourses,
ArrO Corps of'Engine ors-Se,awal s, Docks, N avlgable Waterways.
Department of Health & R habl Itative Servloes/EEnvironmental Health Unit-Wells, Waste vrater Treatment,
Septic;Tanks.
US,Environmontal Protec;tla Agency-Acsbestos abatement, j
Federal Aviation Authority-R nways,
1: understand that the following restriction - apfly to the use of fill;'
Use of fill is not allowed In FI )od • one "V" unless expressly permitted.
If the:fill material Is to be busec In Flood "Lone "A", It Is understood that ar drainage plan addressing a
"compensating volume" will .)e s bmltted at time of permitting which is prepared by a profeyssional engineer
Ilcehsed by the State of Floril]a,
If the fill material is to be t ssed n Flood Zone "A" in connection with ra permitted building using stern wall
constructlon, i certify that fill will be used only to fill the area within the stem wall,
If fill material Is to .be use J in ny area, I certify that use of such fill will not adversely raffcict radj,acent
properties. If use of fill Is fc and o adversely affect adjacent properties, the owner may belolted for violating
the'condltlones of the bulidin: pea mit Issued tinder the attached permit application, for lots�ies than one (1}
acre which are elevated by f II, al englneered drainage plan is required,
If I aryl the AGl N'.T' FOR THE OWNER, 1:7ror Ise in good faith to Inform the owner of the permittint con'ditio;ns set forth in
this ,affidavit prior to commencing coast uctIJA I understand that a separate permlt may be required foroicsct:rical work,
plumbing, signs, wells, pools, air condl loninifg, gas, or other Installations riot ;specifically included in tie Eli:►plicratior7. A
pe,rrnit [,)sued shall bra construed to be , IicE)llse to proceod with the work and not as authority to,violate, concel, alter, or
set;3iside any provisions of the technical cod s, nor shall Issuance of a permit prevent the I3uildlrig Offialal from thereafter
requiring a correction of errors In plans, conw) ructicn or�riolations of any codes, Every permit issued shall become invalid
unlass the worlt authorized by such per nit_ I commencers within Bix months of permlt Issuance, or If v�f�rk;authorize^d by
d ' A
the hermit Is suspended or abandoned f ir a�ierlod of six (6) months,after tires time the work Is commenced. •rl extension
F
may be requested, In writing, from the f uIld ng.Offlclal for a period not to exceed ninety (90) days an6 wl,l demomstrate
justtflabli�cause for the extension, If wok ce:s ses for ninety{90) cunsecutives days, the fob (s cvrrsidered erbarsdone.l.
WARNING z TO OWNER, YOUR FAIL R-E TO RFwCORD A NOTICE OF COMMENCEMENT MAY Rli"st3lJl„T' IN YOUR
PA`(ING% 'FWIC'F FOFZ IMPROVEMENTS TO YOUR PROPERTY, iF YOU M,n--_N[}'r0 OBTAIN FINAN,I�IMG, COM! ULT
V g_I YC1tJR LIBNDE t�OI�A�!�1"TOR E;Y EF�F2E FtE CORDJNG YOl RA40—MG—R OF COIVIMF:�iCEMi
RORMA JURAT(F.S. 117,
t)wrvrE?R OR �GEN7� _ _ CONTRACTOR,,,_..__...._—__..__Subscrbed ano(or a rmad)before me is Subscribed and sworn to(or affirmed)before ma this
by
_
Whet islare personally known to me or hasthava p oduc d Who is/are personally known to ms)er haslhave pror�ucedl
adentafrcaflon.l
as Identification,
Notary Public __. _— ._._—_. _ —___-- ,_, Notary Public
Cornrnlsslon No, _ _ �._ _ _�� -— — Commission
Name of Notary typed,printed))(7rtamped x— _-
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EXPIRES:JAN 30.2021
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STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A < ` G
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE '
WJMYHANDA OF I fAL SEALTHi fS In y'odWe Tr-ustDAY OF 2 �l P IL,CLE OMP7ROLLE
* 188y
BY DEPUTY CLERK + •
IF
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Lowes Home Centers Inc
Permit & License Administration
PO Box 781993
Orlando,FL 32878— 1993
Bus. 407/832-8085
Fax. 407/393-9151
Date: 7/15/2018
To Whom It May Concern:
I,Peter A.Cafaro I1I,hereby authorize the following to sign for&acquire permits and licenses using my State of Florida License No.
CGC1508417.
MONICA WATSON SARAH WATSON DAVID MAHANK
CRAIG WATSON CAROLYN SCHULER CHAD BERKMAN
SONIA M. LEE KIM SHELDON
Should you have any questions,please feel free to contact me at 407-393-9161.
Thank you for your assistance in this matter.
Sincerely,
Peter Anthony Cafaro IfI
State License Qualifier
Lowe's Home Centers Inc.
CGC 1508417
State of Florida County of Orange
The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III,who is personally known to me and who did not
take an oath.
7ZZ
re me this/f
� day ofCk4 ,201
No.public
My commission expires
•�ri,+oi�,, MONICAWATSCN
+: MY COMM1SSIoN#GG 135 667
: •'o�: EXPIRES:September 17,2021
�rFdF �P. sonded ThN Notary Rdx UfKIC[NRII@IS
ORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT- MWORK-INTJEXTIP4TIO DOOR
LOWE'S OF ZEPHYRHILLS,FL,STORE#1854 STORE PHONE:(813)838-9000
F
7921 GALL BOULEVARD SALESPERSON:ROBERT FATZINGER
ZEPHYRHILLS, FL 33541 SALESPERSON ID: 1430167
Document Print Date:0912812018
This is only a Quote for the merchandise and services printed below.This becomes an agreement upon payment and-issuance of a Lowe's receipt,-upon which the entire agree-
ment,including the specifically Completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s)of Lowe's receipt, and any
other addenda or attachments hereto.-shall be referred to herein as this"Contract."
PLEASIh READ THIS ENTIRE DOCUMENT.INCLUDING THE"TERMS AND'CONDITIONS." BEFORE SIGNING.
CM
43,
01 Lowe's Registration-or Contractor License.Nurriberl Lowies Contractor Name
0%
%0
Oki Florida Contractor License Number CGC15D0417
rn
co
A Customer Name Home Phone
A S , JOHN WEISE 914-384-0279
Co
Customer Address Other Phone
a
7236 OMEGA CT
Co
city State I Province Zip/Postal Code
co
D ZEPHYRHILLS FL 33540
Installation Address
Nr 235 OMEGA CT
Ln T
Co
0 Installation City Installation State/Pro%dnce Installation Zip/Postal Code
LA ZEPHYRHILLS FL 33540
ti
CL MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
33670:445 8FJPMD:STK: PFJ CSE445 3-1/4-INX1 1/16-INX8-FT: PFJ CSE445 3-1/4-INXI 1/16-1 NX8-FT:EMPIRE COMPANY,THE-CITY 8
98458 : 07526:STK : RML 8-FT WHITE PVC BRICK MOULDING : RML 8-FT WHITE PVC BRICK MOULDING : METRIE INDUSTRIES INC-CITY 0
156650: 146DET25E:STK: 7/16-4-6 DE PT PICKET:7/16-4-6 DE PT PICKET:CM TUCKER LUMBER COMPANIES LLC-CITY 4
202922: 102560:STK: 518-5-1/2-6 DE PT PICKET:5/8-5-1/2-6 r)F P-T-PJCKEL-UNLVEFiSAL-F-ORE&T-MDUGT-S--QT-Y-4----------------
_.311-4-407:OGL1.0408!-AG..:._STK.:.1-4T8 TREATED APPEARANCEE GRADE::-1-4-8 TREATED APPEARANCEE GRADE--.SUNBELT FOREST PRODUCTS-
Ln
CITY 4
C>
ENTRY/EXTERIOR :JELD-WEN DIST- MW MASTERS-CITY 1
c:>., 624994: 1328D6PO: SOS:SOS RB CUSTOM COMM STL DR JW: FIRE RATED:JELD-WEN DIST-MW MASTERS-QTY I
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V_
c6 Store 1854 Project No.556833220 for JOHN WEISE Page 1 of 7
C>
C%J
STORE COPY
Materials Price ss 1262.62
co
a
INSTALLATION DESCRIPTION
Door type : Exterior Location of new doors):Front Door
Select new door:Single Pre-hung Hardwood(Mahogany or Oak)door: No
Sidelights or transoms:No Number of additional holes bored for accessories: None
Install specialized mortise hardware: No Install storm door:No
C) Lead safe practices:No -Door type : Exterior
a Location of n6w doors) garage to house Select new door:Single Pre-hung
MHardwood(Mahogany or Oak)door:No Side lights or transoms:No
o Number of additional holes bored for accessories:None Install specialized mortise hardware: No
n Install storm door: No Lead safe practices:No
A Total linear feet of custom trim to be installed:51 Deliver door:Yes
o Customer understands he scope-of the project Yes Permit required: Yes
0% Who will obtain permit:Third Party Permit fee:Yes
r n Additional miles traveled over 20:0 Bring up to code description : remove and replace existing storm door
Co
Bring up to code charge:Yes Access fee amount:None
co: Dump entry fee:Yes Describe other work needed :frame in for both doors
LnOther work charge :Yes Comments : No Comment
Labor Charges 1 1387.7
.J Detail Deduction
L
Q
0
Additional Specifications:
Notation:Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise it prop-
erty is governed by Historic District Regulations.
Additional Specifications: Federal law requires Lowds to provide you with the pamphlet Renovate Right: Important lead Hazard information for Famltes,
Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of thi-s_pamphlet-before w-ork_began-informing -
---Customer o#-the potential-risk of fhe-feadfiazard exposure-#rom renova col"-n activity to be performed in Customer's,dwelln unit. -
g. .
PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photo ra hs of the Premises where in-
altaUon-SerWces-wilt-be-performed-and-alFworR-performed-at-the-Prem#ses-Telated-to-thisContract, and irrevoc—ha y(y grants to Lowe's all right, title, interest in
and to the photographs for use in all markets and media,worldwide,in perpetuity.Customer authorizes Lowe's to copyright, use and publish the photographs in
o, print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose,including, but not limited to, marketing. advertising, publi-
co Store 1854 Project No.556833220 for JOHN WEISE Page 2 of 7
0
N
STORE COPY
city, illustration, training and Web content. By initialing here,Customer agrees to the foregoing, [Customer to initial to the left].
NOTICE TO CUSTOMER - PRICE CALCULATIONS.- In order to properly perform the installation of certain Goods, the Contract Price may include more
CL Goods than actually will be installed based on the measured square footage of the Project Area. As a result,the parties agree that the lump-sum Price'stated in
this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square
footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract(including waste). By signing
this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded
once the Installation Services are performed..
NOTICE OF ARBITRATION AGREEMENT
This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION- Customer and Lowe's GIVE UP THE RIGHT TO GO
TO COURT to enforce this Contract(EXCEPT for matters that may be taken to SMALL CLAIMS COURT.). Lowe's and Customer's rights will be determined by
CM a,NEUTRAL ARBITRATOR and NOT ajudge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
C> MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable a
01 s any court order and are subject to VERY LIMITED RE
0. VIEW BY-A COURT.FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT,WAIVER OF JURY TRIAL AND WAIVER OF'CLASS AC-
0, TION ADJUDICATION found in the Terms and Conditions of this Contract.
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A TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES 'where applicable
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4z� SUB-TOTAL -$-2615;;SUB-TOTAL
011 00 *TAX $ 0.00
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DELIVERY $ 0.00
oo ORDER TOTAL $2615.37
� BALANCE DUE
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t- Work is to commence upon reasonable availablidy of Contractor which is anticipated to be 6,VdAr [fill in dateO ].
to Estimated completion date is AIA fOMaaS [fill in date].
NOTICE TO CUSTOMER
Ali items listed in this contract and specification sheet(s)are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure-and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures, superstructure,points of attachment,or the moving of fixtures or appliances to be billed at extra cost to custom-
er.-DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ-THE-TERMS-AND-CONDIT-IONS-OF-T-HIS-CONTRAGT=BY-SIGNING
—
BELOW;YOU-ARE-A-CKNOWLEUGTNG-TRAM-YOU INAVE ffE—AP, _
-.--,,-,,--.NDER.$TA_NQ ANDAGREE-TOTHE TERMS AND CONDITIONS SET FORTH-Off-
u% -THIS-CONTRACT.-YOU-ARE-ENTITLED TCf A'COPY0F'__ IS CONTRACT AT THE TIME OF SIGNATURE.
C>
NOTIC-E-T-0-OW.NER-ACCOFIDNG-TO-FLOR S 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
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c6 Store 1854 Project No.556833220 for JOHN WEISE Page 3 of 7
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STORE COPY
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM F R PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
a TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE .WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE.ALREADY PAID YOUR CONTRACTOR IN FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEWIS FILED YOUR PROPERTY:COULD`BE SOLI}AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES, THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO .PAY. TO
PROTECT YOURSELF,YOU SHOULD~STIPULATE-IN THIS-CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED:T PRO1fIDE :YO.U..WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM-
PANY THAT:HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
o AND IT IS RECOMMENDED THAT YOU CONSU. AN ATTORNEY.
a WITNESS OUR HAND(S)AND SEAL(S)BELOW THIS v* DAY OF
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N Lowe's Horne Centers, LLC
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f— Co-Owner or Witness
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Print Name
Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof.You the customer may cancel this transaction
at any time prior to midnight on the third business day after the date of this transaction.See the attached Notice of Right to Cancel for an explanation of
this right.
0
o
06 Store 1854 Project No.556833220 for JOHN WEISE Page 4 of 7
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N
Door Detail Specifications Holley Dev CoS0- aza Please provide drawing from onsite.using swing info on right�Q -
M Ll=i I I Date: 9/17/2018 Note Interior/Exterior view Left Hand Right Hand
InterYor
Store#: 18541
Customer: JOHN WEISE
Patio Swing.-A=Active,I=inactive
W
C:> Sliders:X Active,0 to 0. 1 -
01
0%
Customer must be homefor installatilon to`
00 Customer to apply finish(paint/stain)
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00
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C:) Exterior-Note finish of homel.
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CO Door units to measure-one door per row-all measurements must be in inches.
00
Prehung Location tough Opening Size DO
Unit S,
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CO Storm Envy Sidelight Transom Patio-Swing Patio-Slider
V_ interior orSlab Comment Width Height Width Height JambDepth
1 RHIS FRONT 371/2 801/2 4 9/16 ,D
2 LHOS GARAGE 331/2 41-114 4 9/16 _11%
4j
3 rr
0
4
Al I I
COMMENTS: IIELL XV46,3 LARGE PVC BRICKMOLWlX4X8 PI!, 2 FENCE PICKETS J11 00
.#-Zm- P-CS2-1/A-CLAMSHE-LL-C1�StNG;--2--FENC-E-PlCr,r-7 a
Ok. Page 4 of 4
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age 1 of 3
Product AnDroval iMenu>Product or Aoolieation Search>Apnlication List>Application Detail
FL# FL1646!8-R12
Application Type' Revision j
Code Versi n 2017
AppiicationlStatus Approved
i
Comments
Archived 17J
Product Ma utfacturer JELD-WEN
Address/Phone/Email 3737 L keport Blvd
Klamat Falls,OR 97601 j
(800)535-3936
fbcl@j�Id-wen.com
I
Authorized ignature RyleeSu inner Fricks
fbcl@jId-wen.com
Technical epresentative JELD-WEN Corporate Customer Service
Address/Ph ne/Email 3737 LIkeport Blvd.
Klamath Falls,OR 97601
(800)5 5-3936
custom rserviceagents@jeld-wen.com
Quality Ass arance Representative
Address/Ph ne/Email I
i
Category Exterio Doors
i
Subcategor3 Swinging Exterior Door Assemblies
Compliance Method Evaluat on Report from a Florida Registered Architect or a Licensed FloridE Professional
Engiineq
0 Evaluation Report-Hardcopy Received y
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation eport
Florida Lice,, se PE-737�8
Quality Assurance Entity Nationa�Accreditation and Management Institute
Quality Ass rance Contract Expiration Date 12/3I/262
Validated B Locke Bowden P.E. l�
R Validation Checklist-Hardcopy Received
Certificate of Independence FL16468 R12 COI COI JW SS 2015-04-27.odf
Referenced Standard and Year(of Standard) Standa�d Yearn
TAS 202 19941
96
Eguivalence�of Product Standards
Certified By Florida Licensed Professio /
171,1646$ R12 E uiv AS' r 2017'08-31 df
Sections fro the Code �[7
Product Approval Method Method I Option D
I
Date Submi ed I0/02/2417
Date Validated 12/22/2017
Date Pending FBC Approval 12/22/2017
!
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Page 2 of 3
Date Approved 02/13/2018
i
Summa of Pr ducts
FL# Model,Number or Name Description
16468.1 A Design Pro[Smooth Pro/Studio', Single(X)Opaque Door 3-0 z 6-8 and 3-6 x 8-0 Inswing and Outswing
Fiberglass
Limits of use Installation Instructions
Approved for i se in HVHZ:Yes FL16468 R12 II A010861A X.OPO SS 2017-02-09.12df
Approvec for i se outside HVHZ:Yes Verified By:Hennes F.Norero,P.E.73778
Impact R sista t:No Created by Independent Third Party:Yes
Design P essure:N/A Evaluation Reports
Other: FL16468 R12 AE 1`E114655.1 SS 2017711-17.odf
Created by Independent Third Party:Yes'
16468.2 I B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-6 x 8-0 Insswing and 0 atswing
Limits of Use Installation Instructions
Approve for i se in HVHZ:Yes FL16468 R12 1I A0108628 X.GLZ SS 2016-08-26.ndf
Approved for i se outside HVHZ:Yes Verified By:Hennes F.Norero,P.E.73778
Impact RgI sista t:No Created by Independent Third Party:Yes
Design Pressur :N/A Evaluation Reports
Other: FL16468 R12 AE PER4430.1 SS 2017-I1-17.odf
Created by Independent Third Party:Yes
16468.3 C Design Pro/Smooth Pro/Studios Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing an I Outswing
Fiberglass
Limits of I Jse Installation Instructions
Approve for t se in HVHZ:Yes FL16468 R12 II A010863A XX,OPQ SS 2017-'02-09.odf
Approve for se outside HVHZ:Yes Verified By:Henries F.Norero,P.E.73778
Impact R sista t:No Created by Independent Third Party:Yes
Design Pressur :N/A Evaluation Reports
Other: FL16468 R12 AE PER4656.1 SS 201741-17.3df
Created by Independent Third Party:Yes
16468.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Glazed Door 6-6 x 6-8 and 6-0 x 8-01Inswing anc Outswing
Limits of>Jse Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010864A XX,GLZ 8S 2016 08-26 ndf
Approved for v se outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resists t:No Created by Independent Third Party:Yes
Design Pressur :N/A Evaluation Reports
Other: FL16468 R12 AE PER4432.1 SS 2017-'11-17 odf
Created by Independent Third Party:Yes;
16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)'Opaque'Door 9-0 x -8 and 9-0 x
Fiberglass 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approvedi for ij se in HVHZ:Yes FL16468 R12 II A010865A OXO OX OP SS 2017-02-09. df
Approved for u se outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact R�sista t:No Created by Independent Third Party:Yes
Design Prl ssur :N/A Evaluation Reports
Other: FL16468 R12 AE PER4657 2 SS 2017-12-19 odf
Created by Independent Third Party:Yes
16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Glazed Door 9-0 x 6 8 and 9-0 x
8-0 Inswing and Outswing
Limits of se Installation Instructions
Approved for u�t:
e in HVHZ:Yes FL16468 R12 II A01086613 OXO OX GLZ SS 2016-08-26. df
Approved for ue outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact R rsta No Created by Independent Third Party:Yes
Design Pressure::N/A Evaluation Reports
Other: FL16468 R12 AE PE114434.1 SS 2017-11-17.pdf
Created by Independent Third Party:Yes
16468.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,(j/O,XX/O,XX,O)Opaque Door 2-0 x 6-8
Fiberglass and 12-0 x 8-0 Inswing and Outswing
Limits of I Ise Installation Instructions
Approved for u c in HVHZ:Yes FL16468 R12 II A010867A OXXO OXX OP ASS 2017-02 09. df
Approved for u e outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact R sista t:No Created by Independent Third Party:Yes
Evaluation Reports
http://www.f oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 10/2/2018
Page 3 of 3
I
Design Pressur :N/A FL16468 R12 AE PER4658.2 SS 2017-12-19.ndf
Other: I Created by Independent Third Party:Yes
16468.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Glazed Door 1.2-0 x 6-8
and 12-0 x 8-0 Inswing and Outswing
Limits of Ose Installation Instructions I
Approved for t se in HVHZ:Yes FL16468 R12 II A010868A OXXO OXX GLZ SS 2016-08J26. df
Approveq for se outside HVHZ:Yes Verified By:Hennes F.Noreio,P.E.73778
Impact Rsista t:No Created by Independent Third Party:Yes
Design Pressur :N/A Evaluation Reports
Other: FL16468 R12 AE PER4436.1 SS 2017-11-17.odf
Created by Independent Third Party:Yes i
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http://wwiw. oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 10/2/2018
PREPARED 8Y:
INSTALLATION NOTES: /;
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ' j
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC.
STACK TO BE 114 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED -, _ia Lc 0tACr%W-aiE33a
--- ' --- -"'OF"A'NdN:tOMPRE551BCE COMPp51TFOR'BETTER:—""'- �—' wew aua6nnaa
w(vSalivlaaia
FAS(95aI]aaATM
2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALLFINISHES,INCLUDING BUT N07 UNITED TO STUCCO,
FOAM,$RICK VENEER,AND SIDING.
3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR >mNu, --
MANUFACTURER'S INSTALLATION INSTRUCTIONS. O.A Wta H• � ��'�^•,�,�
0
4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"TYP, p O $
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK DREDGE OFMORTAR101NT INTO-FACE SHELL OFBLOCK. C2 CZ _ --4c Q
Irv..
S. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK d ti 4 Q a
CONCRETE/MASONRY CONSTRUCTION. Z ^�g
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Z =)
FOLLOWING PROPERTIES: _ O
cc
A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. = Q. °o
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTMC-90 WITH MINIMUM COMPRESSIVE STRENGTH OF uo ioI C9 cc
2000 PSI AND GROUT CONFORMS TO A57M t 476,MINIMUM GROLITCOMPRESSN£STRENGTH OF 2000 PSI. �.w z ¢ ¢ 0 "
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH q•+w r r p 2 M
OF 20M PSL i;rn p O Z a
Z O � 9 u a Ii
S. SEE SHEETS 7 AND$FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, w x 4 ¢ in
EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. fj M�3 O < p
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM O ~
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. j REMARKS BY DATE
Add Vent Lite Option GL S/S/14
d Add ADA&Multi-Pt GL /19/1
Add GU Hardware LS /23/1
ANCHORTABLE —
6'8"DOORS 8'0"DOORS wmwiwm�rriu�rtaouWumricoa�ors.mc
OR-LAYOUT-
ANCHOR SUBSTRATE MIN. MIN.EDGE z crsra-aooaRuart' `"""'x"i3 a T6"
ANCHOR TYPE MAX.O.C. MAX.O.0
SIZE EMBEDMENT DISTANCE 1ltllllt
SPJAMBS T SPACING AT
JAMBS
IAMBS NOTE: ��{l�:cJ'•• +.�� ��i
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. !{� r• .••p
WOOD SCREW #10 20R FRAMING 1-1/2. 3/4" 17.1/2- 17.2/4' �.'l•• p
7
ITW TAPCON 3/16" CONCREWCMU 1-1/4' 2-1/2" 17-112" 17-1/4' �T -
1-3/8"-CONC NO
TE INACTIVE
ELCO ULTRACON 1/4" CONCRETE/CMU 1.1/4'-CMU 1' 17.1/2- 17.1/4' AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE.
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' r 101, 14.3/8'
rwF a+�i`y�Y9y+fty4AJlssn
82 2-a9 X 21/Y PFH
scREws
DETAIL 02 DATE: 02.05.14
2-♦9 X 2112'PFH TYP.HOPPE/GU
PFH SSCREWS MULTI-POINT SHOOT BOLT DWG.$: tHK.BY:
P1A7E CID ON SSM JM MSS
DETAIL B2 (RH PLATE SHOWN) SCALE: NTS _
TYP.-HOPPE/GLr i eon roH saDDT — DWG.u:A010$62B
MULTI-POINT SHOOT BOLT BUTPLATE
PLATE LOCATION _ _ _SHEET• -,—OE-SO--
-— SILL SECTION VIEW Q HEAD SECTION VIEW
RaN11RG116WINGSIgWNouRWIHG9MaM �J INSNnNGSMOWR WRYIItq 3lMWlt
�S w.acrfnu tFcan+uoz
PREPARED BY:
BUILDING DROPS,INC.
necwRuarAa e(w_acsu
PH:1941)"T3
41/r TYP. 41/2•TYP. wre:....mamaaa.em.�
11/2"OFFSET
4m � c
cp 4 cs
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REMARKS BY DATE
Add Vent Ute Option GL S/5/14
P.ANCHOR LAYOUT Add ADA&Multi-Pt GL /19/1
Add GU Hardware LS /23/1
iUOfMALL(tlra(IUIPOaOC(0 ai Wlq(CORIAR
--,INC
unau)ar4 w0ap(0'.mcin aMrwa oa oma
11/4"MIN.EMBEDTYP.
2E DES F O ♦♦i♦�
SEE TABlE �CK 2XBUAN HORTABic' ��
:O
O tOG MIN.EDGE MIN.CENTER 6'8"DOORS 8'0"DOORS * 7 *'
ANCHORTYPE ANCHOR SUBSTRATE MIN. OIST.TO TO CENTER ^ 'O TPT D:
uri f SIZE EMBEDMENT SUBSTRATE DISTANCE MAX•D.C. MAX.0. �O'.••/�� P..�
o— SPACING AT SPACING AT .(k
JAMBS JAMBS �♦ f '.
2X WOOD BUCK 2X WOOD BUCK INSTALL ♦ cxo.nrznlG���
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMu 1-1/4' 2-IA' 4' 25, 30.1/9-
ELCO ULTRACON 1/4' CONCRETE/CMU 1-3/8'-GONG 1' 4' 25' 30.1/4-
3 2X WOOD BUCK INSTALL 2X WOOD BUCK INSTALL 1-1/4•-cMu
aossscnux smrvRw
DATE: 02.05.14
NOTES: DWG.BY: I CHK.BY:
L ZX BUCK IS NOT FOR INSTALLATION ATSILL SS M TJ M MSS
SCALE: NTS
2—ANCHO AY -0 RS-MBESTAGGERED-P&SHOWNiN 7AI"/3. _
DWG.
SHEET: OF10
3
PREPARED aY:
BUILDING DROPS,INC
,f90EMMW efA046lw.S1E390
_ ._.. .--. .. .._......-._____ MUG
IfwE6�+.WV4irpdmpsmn
� W
INTERIOR EXTERIOR EXTERIOR ./. INTERIOR --
J jCf•'r0
4 INTERIOR EXTERIOR 4 N occ
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CO
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1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL cc o a a
Q. Q
j� OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUISWING
ENDURA7AILASSSF AFCO}2297cc
l9 '
> t D >
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11
- REMARKS RY DATE
EXTERIOR j• RRERIOR 7 Add Vent Ute Option GL 5/5/14
INTERIOR EXTERIOR INTERIOR EXTERIOR
Add ADA&M,ulti•Pt GL /19/1
Add GU Hardware LS /23/2
�g ~�~ �O IJIDfH4l UVT4F UI110plIC[0 vlwNalLM Fun
WRIO{n WIUI1pIm16LtR0i WYMxGd14rS,u1C
_ _ __ _...._..___. tWaNGSi41116000fMEYfM[MDTPfl4RktDANC
OPERABLE ADA SILL 6 OPERABLE SILL OPERABLE SILL ►E+LLLE,,,,
��• INSWING/OUTSWING INSWING �4 OUTSWING ��� ES F.lyQ
ENDURAHaS000 AICOA276/P-2000 OPTLONALAFCOH-497 ¢�.••" _��
Or
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11 9 Fwrnr 6i �4CRiCk��
INFERIOR EXTERIOR
B INFERIOR EXTERIOR f,
/ DATE: 02,0514
DWG.R: CHK.BY:
SSM�JM MSS
SCALE: NTS
OPERABLE-SELL ( PERAKE- i1 DWG.N:A010862B
f� OUTSWING OUTSWING SHEET_ OF_20
—- OPTLONAL7lFCOY1137" -'—�PTIONArMDURAZOBL4SSS
4
PREPARED BY,
HINGE SCHEDULE HINGE DETAIL ATJAMB: Q
PLACE#9 X 2-1/2-PFH SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY
BUILDING •INC.
81-0. 4 WIN BrAI"9-180E-..
vM:n S4)?"A a
FAT:rotgrMAl)6
3-#8 X 21j2-PFH "Ea'•"'"°"°°"i%a'°e�'"
1-RONFORCE WENT
SHOOT STRIP W
1 =s o$i 29 --
J m T v O� 1 \
Lu
INrlloa INTERIOR \���• r O a.. m-
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Dom. w Q
•� 1-#9 X 2-LM PHIUJPS C) H w
\• FLATHEAD WOOD SCREW
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3-#9 X 3/4`PHILLIPS �Z H z
� p FLATHEAD WOOD SCREWS a Z N ;70
I9LTEAIOR El(TERIOT" 2 O g ,
4-#9 PHIWPS FLATHEAD WOOD SCREWS N C7
1 USE 3/4'LENGTH FOR V-8"DOORS W Or
USE 1-LENGTH FOR X-O"DOORS O = a
LOCK JAMB 3 HINGE JAMB 7 GU MULTI-POINT LACK
5 OtJTSWtNGSHOWN-INSM#NGSIMItAR 5 OUTSWING SHOWN-INSWING SIMILAR TOP/80TTOMREINF.PLATE-ACTIVE PANELONLY �-
f
REMARKS BY DATE
HOPPE Add Vent Late Option GL S/S/14
L3-#8 X 1318"PfH(6'-8"UNITS)13/8-PFH(8'-0"UNITS) Add ADA&Multi-Pt GL /19/1
X
9-#9X13/4"PFH HOPPE COMESW/HARDWARE Add GU Hardware LS /23/1
3-#8X2 PFti GU
8.#9 X 21/2•PFH W/HARDWARE W/STRIKE HARDWARE 12-#8 X 13/2"PFH(6'-8"UNITS) —
W/STRIKE HARDWARE (6'-8-&8'-0'UNITS) 1-MPL STRIKE PLATE 14-#8X 11/2-PFH(8'-0'UNITS) unsww.woruumooucromwxournlvun
GU 4-#8 X 13/8-PFH u
4 MPL STRIKE PLATES _ *ENSCIe.Aoano:a.IwxuGMlvxr,o�aMFa
-_... .. ... . .. .. 2'-#9XS/8"PFH- 22.. . ... I-REINFORCEMENT PLAT£
20 auw csronasoccvxE naEe-zwnceua
W/STRIKE HARDWARE HOPPE#2S12296
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z 1/8•TEMPEREDGLASS z T/8"TEMPERED GLASS N I/8"TEMPERED GLASS Z— J $ $
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BILL OF MATERIALS PREPARED BY:
ITEM# DESCRIPTION MATERIAL /9/1\\
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16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY OATS
17 BUTTHINGE(SEE SCHEDULE SHEETS) STEEL Add Vent Lite Option GL 5/5114
18 KWIKSETLOCK SERIES 400 STEEL Add ADA&Multi-Pt GL /19/1
19 KWIKSET DEADBOLT SERIES 79D Add GU Hardware LS /23/1
STEEL
20 ROCKWELL MULTII-PONTTONGUE LATCH#73228768 6-808-0 UNIT STEEL A.osKuiwo'reewFrTf3Fiwxoua.rR
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26 NOPPE MUCL-POINT HEAD SHOOT 80LTPCATE RH#8783923 STEEL
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9
Page 1 of 3
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL13540-R5
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard oFzl, L7P � /� Year
ASTM El886 S '/7t�Ry� ` P1�5
ASTM El9962002
ASTM E330
ASTM E331 J 2000
Equivalence of Product Standards
Certified By Approved Testing Lab
FL13540 R5 Equiv JELD-WEN ASTM El996 Equivalency Letter.pdf
qt I affirm that there are no changes in the new Florida Building Code which affect my
product(s)and my prpuct(s)are in compliance with the new Florida Building Code.
iz roved Evaluation or Validation Entity h' i�Yes %�No C O 5�
Documentation from a ���jt�
®/Lj'QC
Product Approval Method Method 1 Option A � 0, �y��
Date Submitted 06/30/2017 �yi4�. N; �6Q/C/
Date Validated 06/30/2017 /���
Date Pending FBC Approval
Date Approved 07/05/2017
http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 10/2/2018
Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
13540.1 Contours Steel,Wood Edge 3'-2"x 6'-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC NI0101 I6-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party:Yes
13540.2 Contours Steel,Wood Edge 6'-2"x 6'-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC N1010116-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-1 l.pdf
Created by Independent Third Party:Yes
13540.3 Contours Steel,Wood Edge 5'-5"x 7-11",Opaque Inswing and Outswing Door with Transom and
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC NI010116.02-R2,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-1 Lodf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-1 l.pdf
Created by Independent Third Party:Yes
13540.4 Contours Steel,Wood Edge 5'-5"x 6-10",Opaque Inswing and Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC NI010116.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-11.udf
Created by Independent Third Party:Yes
13540.5 Contours Steel,Wood Edge 4'-3"x 6-10",Opaque Inswing and Outswing Door with Sidelite
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC NI010116.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party:Yes
13540.6 Contours Steel,Wood Edge E2"x 7'-1 I",Opaque Inswing and Outswing Door with Transom
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 10/2/2018
Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R5 C CAC NI010116.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R5 II JW162009 SS 2014-11-11.ndf
Verified By:Hennes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R5 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 10/2/2018
TE .DV i N@ 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
6-0 X 6-8(XX)&5-4 X 8.0(OlOXO) 36 3/8'WITH SHT# DESCRIPTION p
1 INSWING ELEVATIONS&GENERAL NOTES n INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS 0
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / 5 INSWING INSWING VERTICAL
CROSS
S SE SECTIONS F �
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS b J LO
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS z O Q co
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 1 OUTSWING ELEVATIONS (L LL N
HAVING SIDELITFJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O�`. F 9 OUTSWING VERTICAL CROSS SECTIONS Z a:co
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. s 25 10 OUTSWING VERTICAL CROSS SECTIONS UJ -
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O w 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q V
LOADS TO THE STRUCTURE. 3: 12 OUTSWING HORIZONTAL CROSS SECTIONS n
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR m U
w 13 ANCHORING LOCATIONS I j n _jj=
> R' z14ANCHORING LOCATIONS M Y(-EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 . aa. 15 ANCHORING LOCATIONS&DETAILS
4. FOR DESIGN PRESSURE RATING SEE TABLE I.SHEET 1. 16 UNIT COMPONENTS
5. SCALE BASED ON 11X17 SHEET SIZE. 2 NOTE 2 \ / NOTE 2
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. m \ / W
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / w_w
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN O W
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O O I
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE O o.4! z
If 390 4w
ASTRAGAL A B C)(0 a
DOOR LEAF CONSTRUCTION: NOTE 2 o''T z W z
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX)
JLO WLu
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) F j m z z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND co w Q w �w
DENSITY EXPANDED POLYSTYRENE(EPS). ?o Z N z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O 0?
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o Z z
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" TABLE 1 00 _
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688'X 1.203"BOTTOM RAIL
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING
BLOCK IS 1.688"X 31/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: t�i� m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, W
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH 8 WITHOUT DOUBLE DOOR z w CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. Q z z
SIDELITE(S)AND/OR TRANSOM W/0 SIDLITE OR TRANSOM x¢O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U=E-
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 W W h.,
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 0 O v O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM o OO w
FRAME CORNERS ARE COPED,BUTTED.SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w v w
THREE 16GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING =o w
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 L N
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, q
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N o
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o N
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CO NSTRUCTkYN11I11,,, ci
RECEIVER PLUG SCENTER OF THE ILL INSERTEDOTO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING LD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE ,,,OSS F. 0//I��i m¢O
EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" % z
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A f� �� DATE: 12/31/09
igson:signed r Hermes F.ocume,P.E
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH � ��•• "O
eason:l am approving this document ; SCALE: 1/2"=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD 7 -^
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: L_��)`ls Am
Date Received:
Site:
Permit Type: e 2-
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switz� Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)