HomeMy WebLinkAbout18-20490 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20490
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20490 Address: 37148 CULLENS TRAIL
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0180-00000-0800
Improv. Cost: 2,793.18 OWNER INFORMATION
Date Issued: 11/27/2018 Name: RICCIARDO DANA& PENNINGTON CH
Total Fees: 82.50 Address: 37148 CULLENS TRL
Amount Paid: 82.50 ZEPHYRHILLS FL 33542-0661
Date Paid: 11/27/2018 Phone: 813-494-9502
Work Desc: REPLACE DOOR UNIT
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 82.50
r,
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC z INSULATION CEIL N
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 reinspection,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.
CON CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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813-780-0020 City of Zephyrhills`E?ermit Application Fax-813 780-0021
i Building Department
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Date Received LI
phone Contact for;Peimitt(n 713 Z(off Cal `J
-
Ovrner"s Name QANeaat''•is l CG)I�/�1 Oixner:Phone Number
Ownoes Address r /ZA i G ! owner Phone Number-
Fee Simple Titleholder Name i OivAbr`Phone Number —_
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Fee Simple TifleholderAdddress 1
JOB ADDRESS. :7-7 N d C"I I eV5,T P P I 7-C _ i C l-3]�LW .LOT#
'� Situ�t
St18DIVISION. �4AiS C f2 nt d' i.�' Et t0# t� "2ka-2 i-45 t sue► if-,goo
.� (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN Q = DEMOLISH
INSTALL. REPAIR'
PROPOSED USE C] SFR 0 COMM OTHER —i
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL
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DESCRIPTION OF WORK �� A�; 1ocnA 19/V)T SSf Zk-, Z_S)>.2'_
BUILDING SIZE SO FOOTAGE C� HEIGHT-
_ . . . ... . .
®116ILDING $' I 2-7 .r VALUATION OF TOTAL-CONSTRUCTION
I
=ELECTTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E,C.
=PLUMBING $ 2-0 qqb
=MECHANICAL $ I VALUATION OF MECHANICAL INSTALLATION r"
6
=GAS ROOFING SPECIALTY OTHER v 2
FINISHED FLOOR ELEVATIONS ff FLOOD ZONE AREA =YES, NO
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BUILDER c sL 1erSb•„M6rYlEL Ce iTQle% (_L.c, .
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SIGNATURE REGISTERED '— Y/ N FEE CURREt Y/N 3--
Address Pry (Sox'7%f!'gR3 C) fpwdel FL � License# CZE 15C}�;,?{!7
3?.4 T S'
ELECTRICIAN � � COMPANY
SIGNATURE REGISTERED I YIN FEE CURREN Y/N
Address License# ��
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN �—
Address i License#
MECHANICAL I COMPANY
SIGNATURE REGISTERED I YIN FEE CURR9, Y/N
Address License#
OTHER COMPANY
SIGNATURE I REGISTERED I Y/N FEE CURREN Y/N T�.
Address ( License#:F_
I11111111Illlllltllilllll. IIIIIIIIIIi�illllllllltl.l`t1111'IIIIIIY1111111
RESIDENTIAL Attach(2)Plot Plans;(?)sets of Building Plans;(1)set of Energy Forms;R O-W Permit for new construction,
Minimum ten(10)working days after suE mlttal date. Required,onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpsler,Site Work Permit for subdivis,ons/large projects
COMMERCIAL Attach(2)complete sets of Building'Plaq's plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requiredionsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all•new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans, I
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.,
Owner&Contractor sign back of application,notarized
If
over$2500,a Notice of Commencement is required. (A/C upgrades aver$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING :(copy of contract required)
Reroofs If shingles Sewers Service Upgrades AIC Fences(PipttSurvey/Footage)
Driveways-Not over Counter if on public roadways..ne Ids ROW
E
j NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"'
which maybe more-restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.- .
UNLICENSED CONTRACTORS'AND'.CONTRACTOR RESPONSIBILITIES: .If the owner has,hired a contractor or
contractors tovridertake work,they may be'required to:be'licensed in accordance with state and local regulations. If the
contractor.Is,riot,licensed.as required by law, both the owner and contractor may be-,bited for-a.misdeineanor violation
under state la—w: if the owner or intended contractor are uncertain'as.to`what licensing*require'ments!may apply for the
intended work,they are advised to contact the Pasco County.Building.Inspection Division—Licensing Section at 727-847-
8009, Furthermore, If the owner has hired a contractor,or contractors;:he Is advised to have the jcontractor(s) sign
portions-of the"contractor Block"of this application for which they will be=responsible. If you,as.the owner sign as the
contractor,that may be an indication that hie is not properly licensed and is not entitled to permitting Frivileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:.The undersigned understands
that Transportation Impact Fees.and Recourse Recovery Fees may apply to the-construction of.new buildings,change of
use in.existing buildings,.or ezpanaion:of existing.buildings,as specified in Pasco.County Ordinance dumber 89-67 and
1 90-07,.as.amended. The undersigned'also understands;ihat--such fees,as may be due,will be.identified at.the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
! final power:release,the fees must be paid`prior to permitlissuance. Furthermore, if Pasco County Water/Sewer impact
fees are due,they must be paid prior to permit issuance In accordance with applicable Pasco County"ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$9!,500.00 or more,I
certify that,1, the applicant, have been provided with al copy of the "Florida Construction Lien LiWv—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have 6btained a copy ofithe above described document and promise In good faith to
deliver it to the"owner"prior to commencernent.
CONTRACTOR'S/OWNER'S AFFIDAVIT;. I certify that ati the information in this application is accurab i and'that all work
will be done in compliance with all applicable laws regulating'construction,zoning and land development. Application is
hereby made to obtain a'permit to do work and installation as Indicated. I Certify that.no work or. Installation has
commenced prior to issuance of a permit and that all work:will be performed to meet standards of all laws regulating
construction, County and City codes, zonilig regulations,,and land development regulations in the jurisdiction. I also
certify that 1 understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions i must take to be In compliance: Such agencies include but are,* limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wettand! Areas, Altering
j Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. i
Department of,Health-& Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
f Septic Tanks. I
- US Environmental Protection Ardency-Asbestos abatement.
- Federal Aviation Authority-Run ays.
j I understand that the following restrictions a-Zy to the use of fill:
i - Use of fill is not allowed in Floo Zone"V"unless expressly permitted.
- if the fill material'is to be used in Flood Zone "A", it is understood that a drainage Fitan addressing a
"compensating volume"will be:'ubmitted' at time of permitting which is prepared by a professional engineer
licensed by the State of Florida- if the fill material is to.be usein Flood Zone"A"In connection with a permitted building using stem wail
construction,I certify that fill will The used only to fill"the-area within the'stent wall.
If fill material is to be used 19'' any area, I'certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent.properties,the owner may be cited for violating
the conditions of the.building permit issued under the attached permit-application,for lotsitess than one(1)
,acre•which are elevated by fill,an engineered drainage plan.is required.
If I am the AGENT FOR THE OWNER;I prdimise in good faith to Inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other.installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violab ,cancel,alter,or
i set aside any provisions of the technical cosies,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit Issued shall become invalid
unless the work authorized by such permit s commenced,within six months of permit issuance,or if work authorized by
the permit Is suspended or abandoned for a period of six(Q)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for;a period not to.exceed ninety(90)days ancl:will demonstrate
justifiable cause for the extension. If work'ceases'for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORDiA 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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this i Subscribed and sworn to(or affirmed)before me this
by I by
Who is/are personally known to me or has/have produced Mo is/are personally known to me or hasthave produced
as identification. j as identification.
i
Notary Public Notary Public
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Commission No. �_ Commission No.
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Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
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STORE COPY
o INSTALLATION SERVICES CUSTOMER CONTRACT-MWORK-INTIEXTIPATIO DOOR
LOWE'S OF ZEPHYRHILLS, FL,STORE 4 1854 STORE PHONE:(813)838-9D00
NO
■ ( _ 921 GALL BOULEVARD IRAI F4PFRgnM-RnRFRT PAT
71NrFR
.� ® � q ➢ W EPHYRHILLS, FL 33541 SALESPERSON ID:143Di 67
Document Print Date: 10/20/2018
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."
PLEASE READ THIS ENTIRE DOCUMENT,INCLUDING THE"TERMS AND CONDITIONS."BEFORE SIGNING,
a Lowe's Registration or Contractor License Number 1 Lowe's Contractor Name
A
N Florida Contractor License Number CGC1508417
M
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n Customer Name Home Phone
n DANA RICCIARDO 813-494-9502
co:_
C>jstomer;'Address Other Phone
a i ..., 37148 CULLENS TRL 813-784-6676
G L City State!Province Zip 1 Postal Code
M 0 ZEPHYRHILLS FL
---------—
------lnstaltation-Address------------._---------- - - -- - --- -------- -_ -----...---- -----
T 37148 CULLENS TRL
co Installation City Installation State/Province Installation Zip/Postal Code
0 ZEPHYRHILLS FL 33542
Ln
MERCHANDISE AND INSTALLATION SUMMARY
0
MERCHANDISE SUMMARY
22238:32770FJPMD: STK:PFJ CSE327 2-114-INX111.16-INX7-FT: PFJ CSE327 2-114-INX11116-INX7-FT: EMPIRE COMPANY,THE-OTY 3
9B458:07526 : STK: RML 8-FT WHITE PVC BRICK MOULDING : RML -
314407:OGL10408-AG : STK: 1-4-8 TREATED APPEARANCEE GRADE: 1-4-8 TREATED APPEARANCEE GRADE:SUNBELT FOREST PRODUCTS-
- QTY 3 —
a 625232 : 436803P1 6400HAMA:SOS: SOS RB PF DECO FG MAHIFIR DR-JW: ENTRYIEXTERIOR-`"`20%OFF CUSTOM ORDER ENTRY DOORS
N (1011012618-1013112018)'*• :JELD-WEN DIST-MW MASTERS-QTY 1
o Materials Price $1789.68
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ao Store 1854 Project No.559607003 for DANA RICCIARDO Page 1 of 7
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..... Ime A I Dina-r^ I v�acaCr�i�rvTIVN
Door type: Exterior Location of new door(s) : Front Door
Select new door: Double Pre-Hung Hardwood(Mahogany or Oak)door: No
Side lights or transoms: No Number of additional holes bored for accessories: None
Install specialized mortise hardware :No Install storm door: No
_ Lead safe practices :No Total linear feet of custom trim to be installed:21
—Co Deliver door:Yes Customer understands the scope of the project : Yes
aPermit required:Yes Who will obtain permit:Third Party
N Permit fee:Yes Additional miles traveled over 20 : 0
M Bring up to code description : None Access fee amount: None
co Dump entry fee:Yes Describe other work.needed : frame in fee
n Other work charge:Yes Comments: No Comment
a' Labor Charges $ 969.50
M Detail Deduction -$ 35.00
Co
M
Co Additional Specifications:
UN Notation: Lowe's will not make structural modifications, paint or-stain or remove/reinstall security system equipment. Customer is responsible to advise if prop-
-ti---- ----erty-is-governed-by-Historic-Distdct-Regulations.—.51
--- --- - ----- - - ---------- --------- _ --- ------ - - -
Additional Specifications: Federal Jaw requires. Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for familes,
a Child Care Providers and Schools By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing
W Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit.
PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where In-
stallation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably 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
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-
city, illustration, training and Web content. By jitilialing here,Customer agrees tot us omer o mi is o e e .
-NOTICE-TO-CUSTOMER--PRICE-CALCULATIONS:In order to properly perform-the installation-of certain Goods, the Contract Price may include more
-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
N 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
o 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..
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N NOTICE OF ARBITRATION AGREEMENT
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STORE COPY
o This Contract provides that all claims by Customer orLowe'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
Co a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
AIC1RE I IIIAITr:r1 T{4AA[ RI II r7C APDI 1i-6RLC7 1N CO6 I.R.T. iiivi~a^iivI docisions ^nic^ uu en orceable as ally �.vuIt oIUG-1 ails ar$ 5u JI=.L fo V E�Y L[IViIT1=D RC
VIE1N$Y A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT,WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC-
TION ADJUDICATION found in the Terms and Conditions of this Contract.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES timereapplicable
N..._
a SUB-TOTAL $2714.1
a `TAX $ 0.0
N DELIVERY S 79.0
M
ORDER TOTAL $2793.1
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BALANCE DUE
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.
- - -- -
A I.
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Co Work is to commence upon reasonable availablity of Contractor which is anticipated to fill in date].
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NOTICE TO CUSTOMER
un All items listed in this contract and specification sheets)are to be installed under conditions agreed upon at time of pgrchase and ai,iheprice appearing-
r_- -on this contact orm'This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
r- necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
o er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING
CO) BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
-- THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT-THE TIME OF SIGNATURE.
NOTICE TO OWNER:-ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
---TRACTORS;-SUB=SUBCONTRACTORS;'OR-MATERIAL SUPPLIERS�-THOSE'PEtJPLE-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
o MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO
N PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
o
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o CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A'WRITTEN RELEASE OF LIEN FROM ANY PERSON OR OM-
o PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
WITNESS OUR HAND(S)AND SEAL(S)BELOW THIS a4 DAY OF
Lowe's Home Centers, LLC
By: (Seal)
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N /ICJ ��aa�I ,rjl�/ i (Seal
a
M Address Owner
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A,/
A City State 1 Province Zip 1 Postai Code Print Nam e
(Seal)
M Co-Owner or Witness
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------------------ ---------------- -------------------------
Print Name
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ti _Customer acknowledges r�ceipt_of a true copy_which wascompletely-filled-in_prior io_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
a this right.
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Door Detail Specifications Holley Dev Corp#54584
a
_ , Please provide drawing from onsite using svring info on right
' Date: 10/17/2019 Note Interior(Exterior view Left Hand Right Hand
Interior
Store#: 1854
Customer: DANA RICCIARDO
Patin Ssving:A=Active,f.=Inactive..
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__ ._.—____..------=--_—�---_-�.__.. _.__---___-__—_---- --- -------------- Sfiders:X=Active,O=Inactive
-¢ - hone
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Customer must be home for installation
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to apply finish(paint/stain)
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•� �- _. Exterior-Dote finish of home:
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00 Door units to measure-one door per row-all measurements must be in inches-
try
Rrehung Location Rough opening Unit 5'ze
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00 Storm Entry Sidelight Transom Patio Swing Patio-Slider interior or Slab Comment Width Height Width Height Jamb pepth
Ln 1 IS FRONT - _ - ..___ . 74 811/2 4 9/16 �
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_ COMMENTS:-3-PCS_2:.1 4-COLONIAL-CASING,31ARG E-PVC-B-MCKMOL-D; 3jX-4WPT----- �.
ZZZ3$ S 31 O�
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Page 1 of 3
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16468-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived :J
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 Custonjl v QRK SHALL COMPLY WITH PREVAILING
Address/Phone/Email 3737 Lakeport Blvd. CODES FLORIDA BUILDING CODE,
Klamath Falls,OR 97601 NATIONAL ELECTRIC CODE,
(800)535-3936 AND THE CITY OF ZEPHYRHILLS
customerserviceagentsgeld-'FINANCES
Quality Assurance Representative REVIEW DATE NOV
Address/Phone/Email CITY OF ZEPHYkHILLS
Category Exterior Doors PLANS EXRAMINER
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer
11 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
�6 Validation Checklist-Hardcopy Received
Certificate of Independence FL16468 R12 COI COI JW SS 2015-04-27 odf
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16468 R12 Equiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/02/2017
Date Validated 12/22/2017
Date Pending FBC Approval 12/22/2017
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018
Page 2 of 3
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
16468.1 A Design Pro/Smooth Pro/Studio Single(X)Qpaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing
Fiberglass
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010861A X.OPQ SS 2017-02-09.pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4655.1 SS 2017-11-17.pdf
Created by Independent Third Party:Yes
16468.2 B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010862B X.GLZ SS 2016-08-26.pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4430.1 SS 2017-I1-17.pdf
Created by Independent Third Party:Yes
16468.3 C Design Pro/Smooth Pro/Studio Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing
Fiberglass
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010863A XX OP SS 2017-02-09,pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4656.1 SS 2017-I1-17.pdf
Created by Independent Third Party:Yes
16468.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010864A XX.GLZ SS 2016-08-26 pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4432.1 SS 2017-11-17 pdf
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 6-8 and 9-0 x
Fiberglass 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II_AOI0865A OXO.OX OPQ SS 2017-02-0_9,pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 _
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4657.2 SS 2017-12-19 pdf
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 Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010866B OXO OX GLZ SS 2016-08-26 pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4434.1 SS 2017-I1-17.pdf
Created by Independent Third Party:Yes
16468.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Opaque Door 12-0 x 6-8
Fiberglass and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010867A OXXO,OXX OPO SS 2017-02-09 pdf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Evaluation Reports
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018
Page 3 of 3
Design'Pressure:N/A I FL16468 Rl2 AE PER4658.2 SS 2017-12-19.pdf
Other: 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 12-0 x 6-8
and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R12 II A010868A OXXO.OXX GLZ SS 2016-08-26.pdf
Approved for use outside HVHZ:Yes Verified By:;Hennes F.Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R12 AE PER4436.1 SS 2017-11-117..pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwA... 10/28/2018
74"MAX.O.A.WIDTI 1 PREPARED BY:
a 1
JEL E 5 a
m h t BUILDING
DROPS,INC.
WINDOWS & DOORS B
WNIq BFAOI,R 33000
3 M19511.I99-BC78
= 6 fA%:195a1)a9A738
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DESIGN PRO/SMOOTH PRO FULL LITE
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NON-IMPACT z z INACTIVE e0 ACTIVE °o w m N o
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) o a T T �` z o
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GENERAL NOTES: p 2 ZQ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: s ° >Z y
• TAS 202-94 a a a a LU
T TYP.ELEVATION 1 Z w W°
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s�•°°°0.Kl.N H J LU
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 74"MAX.O.A.WIDT C1 Ufr
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FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �>
INSTALLATION. a s }EN ►.�°
s ° E—LU Wa
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR n.
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
z
DOCUMENT. s REMARKS B DATE
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT c dd MP Lock&RadiuSL GL /19/1
RESISTANCE. 3 Add GU Hardware LS /24/1
s
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. w
r�
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN r w cg c rH u NI B o BunmH oB
GLASS,DECORATIVE AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS SHAPED LITES ARE QUALIFIED qxo sNq NO TBEEBEPBooucroww"otEon..
(SHAPED) G^ INACTIV ® ACTIVE °o W3HAtW0.111EHrfINS HLIGNNNGOBOPS,LNG
FOR 6'•8"DOORS AT DP+/-60ONLY. Z wp q NG5ToT'k'&nUMtNTGHIINOTPE ON°IDA
l7,,. l7 qB cs rorHls Bocuu[Nrqu NOT PER 3 z z W iuv.u>.IEG>,aBrrn3rnN
7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(V✓TP)OF 9.0 PSF.REMAINING
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT Z O s ``Bl111I11!/!!7j
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY O— s S F. O
2
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 1.0 � lr- .
O _ � y..¢..7�'QO
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�1 TYP.ELEVATION 2 �i cNpoI.y73G
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TABLE OF CONTENTS PBPEanf.61f4yr9P�7t�glylla,s,B
NOTE: Digitally g y
SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL 9 Nsi nape Hermes document
ro,P.E.
ORIENTATION IS INTERCHANGEABLE. Date:Reas 20l am approving this document
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2016.08.2618:44:44-04'00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14
DESIGN PRESSURE(PSF)
3 B OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSRE MISSILE DWG. Y: CHK. Y:
,4 B VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL TJM SS
�IVSS
WIDTH HEIGHT RATING NTS
S B HORIZONTAL ASSEMBLIES POS. NEG. S. NEG. SCALE:
6 B GLAZING DETAILS XX 6'-O" 6'-8" 60AB 60° 60A" 60" NOWIMPACT DWG.a:AO10864A
7 B WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 60A" 60" 60A" 60" NON IMPACT SHEET: OF9
8 B CONCRETE SUBSTRATES X% 6'-0" 8'-0" SOA SO SOA 50 NON-IMPACT A
9 B COMPONENTS&BILL OF MATERIALS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM tt21
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SEE TABLE 74"MAX.CIA.WIDTI 1
BUILDING DROPS,INC.
SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/261NCH OR GREATER OCCURS.SHIM(S)SHALL BE FOR QTY.
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 19R E.DANIAREAENRLVD.sTE.aTa
1 1/2"TYP. DAPH:9E 13 E13100"
3"TYP. � 3"TYP. PH:19501399de)8
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO LA%:195<PGi 4)38
wED:.,w+.e"ae"aemoi.mm
STUCCO,FOAM,BRICK VENEER,AND SIDING. G2 — — — — G2
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL % y
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR o a,
In m o
MANUFACTURER'S INSTALLATION INSTRUCTIONS. is ,D
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S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR F U- O m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE = C ti Z
SHELL OF BLOCK.
x m m 2¢
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK s p Q m g
CONCRETE/MASONRY CONSTRUCTION. z _ ® _
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7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE v3i—< < ¢ 0 2 O FOLLOWING PROPERTIES: j 3 0 D: z:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. O Z vi I I in D
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. yyo°
C.GROUT-FILLED CMU-UN IT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z Lam'
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O
Ci �c
PSI. V a
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH - Z ai
OF 2000 PSI. IN IVE ACT E Q ti
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR �
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~
3"TYP. A2
3. [BYjDATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM D2 P D2 REMARKS dd MP Lock&Radius L /19/1EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. (TYP.ANCHOR LAYOUT Add GU Hardware /24/1
ANCHORTABLE 2 W4'0RS4'WORNEIGHT
6'8"DOORS 8'0"DOORS Hi o U R GDRo we
AN05lNLLNOT BF R[VRODUUD N WHOIEOR PART
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ANCHOR MIN. MIN.EDGE #OF #OF TERAm"x AoaTlo"s,HwHFw"nNc.oR orHTR
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D. MMONGSTDTHG W[UNENTARE NOTVERLRiRfDAND
SIZE EMBEDMENT DISTANCE SPACING AT ANCHORSAT SPACING AT
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HEAD/SILL HEAD/SILL
JAMBS CLUSTERS JAMBS CLUSTERS ``,�$F 11 J07j''i'
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1-STRIKE PLATE E2
2-#8X 3"PFH F2
NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE
INSERT PLUG STRIKE PLATE
INTO BED OF SILICONE 2-#B%3°PFH DATE: 02.05.14
4 0^0. DETAIL F2 SCREWS DWG. Y: CHK. Y:
DETAIL C2 P 71-A.SMGAL
TYP.ASTRAGAL/ DETAIL I2 GL/TJM SS�MSS
TYP.ASTRAGAL MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/
INSERT PLUG WITH •��• STRIKE LOCATION TYP.TOP ASTRAGAL MULTI•POINT STRIKE SCALE: NTS
DETAIL B2 1-BOTTOM SHOOT 2-#9 X 21/2-PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATIONASTRAGAL ONLY INSERT PLUG BOLT INSERT PLWPFH SCREWS STRIKE LOCATION LOCATION 12DWG.#:A010864A
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED INSWING ONLY) DETAIL E2 ONLY 4-99 X 21/2'PFH 2-49 X 21/2'PFH
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS SHEET: OF9
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VSFE DETA teR 0R a AD Z SEE DETA L EIORLRAB Z IN NGSHOWNDOTSWIRWAMIIAR
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BUILDING DROPS,INC.
1.E.OANw BU,.MD.,ST.3.
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°1 2X WOOD BUCK INSTALL JAMBS JAMBS
2X WOOD BUCK ANCHOR PER BUCK ANCHORTABLE
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3 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. ELco uLTRAcoN 1/a" CONCRETE/CMU 1-1/4•-CMU 1' 4 25 30.1/a
3 ao;ssrrnon SIOF NEW
DATE: 02.05.14
NOTES: DWG. Y: CHK.
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED G L TJ M 1 SS�Y:
M SS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: A NTS A
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.#:AO10S64A
SHEET: OF 9
3
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BENO,M 338
UAMA BEACH,FL 33004
PH:19541399Pn
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SCALE: NTS
DWG.M A010864A
SHEET: OF 9
4
PREPARED BY:
HINGE SCHEDULE Q
HINGE DETAIL AT IAMB: '
DOORHEIGHT QUANTITY PLACE#9X2-1/2"PFH SCREW NEXTTO WEATHERSTRIP BUILDING DROPS,INC.
V-8" 3 398f.DAN%BEAOIBWM.5TE.338
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5 5
REMARKS !Y DATE
dd MP Lock&Radius Lt GL 6/19/1
Add GU Hardware LS /24/1
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5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY Pxo R of BDI ND
ANO SHALL NOT BE REPRODUCED IN WHOIF OR PART
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W/STRIKE HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) DATE: 02.05.14
1-MPL STRIKE PLATE DETAIL AS COMES W/HARDWARE DWG. Y: CHK. Y:
2-#9x5/8"PFHEU HOPPE/GUMULTI-PT LOCK iz-#ax11/z"PFH(6'-8"UNITS) �HOPPE MULTI-POINT LOCK GL/TJM SS'MSS
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SHEET: OF 9
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PREPARED BY:
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6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS E 3 C7 r?►"
621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'1"UNETS AT DP+/-60 PSF O O �7o
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FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
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BUILDING DROPS,INC.
198 E.DANM BEACH BIVD.,STE.338
DANW OFACH,iL33Dp0
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t" 2 0.2s' N.
c / / MAX. EDGEMI DIST. REMARKS B DATE
WOODANCHOR SHIM SEE TABLE SHEET lkdd MP Lock&Radius LtGL6/19/1
SEE TABLE ON SHEET 2 MIN.EMBED. 1 LS Bd Hardware 24
SEE TABLE SHEET Add GU H / /
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING H ANDSHALL NOTREREPRODUCEDINWHOIEORPAU
ENDURA ZAIL4565F —UT WRrmz,WNSEW0F BU=lNG DRDPs iNc
uTE 0Nz.Awrtoxt"-UGNTwG,DRDTNER
IM-SFOTWSDOCUMWTARENOFPER-DAND
WOOD ANCHOR WOOD ANCHOR M4UwTE0URCFRnDGTroN
SEE TABLE ON SHEET SEE TABLE ON SHEET `` � �SLF..`'%` 01/'%''''
SILICONE SILICONE N k
tj
';.i�` •Z� '�' dip
w g w 2X WOOD BUCK
z�
f N 2X WOOD BUCK h ii��T�EnFx PxDRFAoP•G����`
MIN. MIN f//ppA� F `
. FBP�¢Rf.6Jq� pRM1Aal9zre
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING 7 Y: CHK.BY:
HIGH BUMP OUTSWING DWG.
AFCO J-2297 AFCO H-497 G L/TJ M I SS/MSS
SCALE: NTS
DWG.JJ:A010864A
SHEET: OF9
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SEdTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BUILDING DROPS,INC.
S.E.DAN.BEACH S—'.-
END..ST.S.
1—BEACH.P.330X
PH:19S4p"-mn
PAS:(9S41T4AA73S
WES:—D..kiDSdrOP,.mm
.O
J >ITN O
Z �omd
LL Q d m
1%WOOD BUCK a U
g s===
� (OPTIONAL) �y J m�i
ED MIN. N �', p Q
SEE TAB E SGE TREET 2 = SILICONE CONCRETE ANCHOR Z N m x
%/ CONCRETEANCHOR SEE TABLE ON SHEET 2
wr // SEE TABLE ON SHEET 2 OZ LtJ
Lu
d�
WW CONCRETE/ W Z
_ MASONRYED
p Os
z< BY OTHERS % r U ak
ll(WOOD BUCK •i E�
(OPTIONAL) 4. MAX �
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6�'^ CONCRETE/MASONRY BY OTHERS MASONRY SEE TABLE SHEET REMARKS BY DATE
CONCRETE ANCHOR BY OTHERS,
SEE TABLE ON SHEET 2 MIN.EMBED. Add MP Lock&Radius L Gl6/19/1
SEE TABLE SHEET Add GU Hardware LS /24/1
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL
8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING S NM NT�S HE PROPER.oP RDRD DROPS,RW
ENDURAZAIL4565F EHwmacv�r l-NOOT RE ONSENT-IN
INGOROPSSi:c
AIJIXU NS.ADDmONx HWHUONTIRCONOTHER
MAREM6.4TOTN6 DOCUMENTARENOTPER—DAND
CONCRETE ANCHOR iNv4uDA EouR aRTE—ON
SEE TABLE ON SHEET
`1\1\\
CONCRETE ANCHOR �S F, 0
SEE TABLE ON SHEET 2 SILICONE
wIZ
- ` SILICONE w - O
u~Wi CONCRETE/ 2. CONCRETE/
,D MASONRY N MASONRY i O,c�•.. ( P;••/C/
BY OTHERS BY OTHERS �� ERtAE�cvGRNro''Co�����
MIN. MIN. ePE anf.6 A��sPR
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL OPERABLE SILL DATE: 02.05.14
8 OUTSWING 8 HIGH BUMP OUTSWING
AFCO 1-2297 AFCO H-497 DWG. Y: CHK. Y:
GL/TJM SS MSS
SCALE: NTS
DWG.Ir:A010864A
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM (1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. VX
PREPARED BY:
BILL OF MATERIALS Q
ITEM# DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT
17
FINGER-JOINTED PINE BUILDING DROPS,INC.
SOLID PINE 3se E.Dona Rua ewD.,sTE.3m
1 FRAME HEAD/JAMBS LAMINATED VENEER °u'�ulyucl3CK'L L33'3ma
LUMBER raR:l9sal)aa.a>3R
COMPOSITE WEa:.wwAum4gdrcDimw
ASTRAGAL,ENDURA ULTIMATE HURRICANE �IIIIIIIIII�7IIIJ---
2 6063-T6 ALUMINUM —W— ~
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) Q •o
J m D b 3 (NOT USED) _ � FW-• �o¢m�
4 ENDURA ZAIL4565F THRESHOLD Q p h m
rw
5 AFCO 1-2297 THRESHOLD -
LL 5�-=
6 (NOT USED) _ ti a O
7 AFCO H-497 THRESHOLD _ fo
J
2
m
URETHANE FOAM&
8 WEATHERSTRIP Oo
POLYETHYLENE ® or Z O
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITEHANDLE
m C Q �O
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD 4 HEIGHT aP 9
W ZLu
11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD `—°aO O°CD Z
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 3 O a
O Ao HANDLE W'
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ® W F"9
g HEIGHT 0
14 BUTTHINGE ISEE SCHEDULE SHEETS) - O F V
0
15 KWIKSET LOCK SERIES 400 STEEL + REMARKS BI DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL 4 O dd MP Lock&Radius L GL 6/19/1
17 HOPPE MULI-POINT HARDWARE HLS9000 oa O o o ^• o Add GU Hardware LS /24/1
(SEE SHEET FOR HARDWARE AND FASTENING DETAILS) STEEL c
18 ODL LIPUTE KIT(NI) HIP POLYPRO./PCABS = Na
19 FLUSH GLAZING LEG FIBERGLASSzo ANO S°INLL NOT BE RERRDDU[ED IN WExOI IEDR RART
wmou_WH REPROD C auuoixo ORs,we
AITEMIGM.ADDmo Nz xwxER:xTwD.oR oTxrR
20 ODL LIPUTE KIT(RADIUS LRES) HP POLYPRO./PC ABS ARnNcs TDTwsOKOMWURExoT VERMOTm AND
NVAxDAIE OUR¢RnfI 04EMR
21 GU SECURY S-BOLT MULTI POINT STEEL '
F.
F-1 LT LEI
7V
S %.4, TA
I
I 73
O>3 R.EN �v �
ERx aaf.61�9a�YyM1llaM1is srz
O ' FRAME VARIES,SEE OM/ABOVEES O AS NUnnSTRAGAL O ENDURA zAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H 497 THRESHOLD
L I u
0.06• DATE: 02.05.14
DWG. Y: CHK. Y•
GLITJM SSfim: sS
4.56- 5.62° I �` SCALE: NTS
4.563"J 4.62• DWG.#:A010864A
1.78" SHEET: OF9
9
YLU I11Ufl
Af
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: C j ` 148
Site: 14 (3 (!)U-[IP-"
Permit Type:
1
Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
NCI! 1 `6 2r'a
Kalvifi S t r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
s/H IIIlllllllllllllflNllllllillll!!NlfllIlllllfll!lIIIIlNIII
t ' 2018190793
Rcpt:2005331 Rec: 10.00
OS: 0.00 IT: 0.00
11/09/2018 E. M. , Opty Clerk
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