HomeMy WebLinkAbout19-21490 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21490
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21490 Address: 39528 MEADOWOOD LP
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: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-1230
Improv. Cost: 2,316.08 OWNER,INFORMATION
Date Issued: 7/11/2019 Name: MILLIGAN, CLAYTON
Total Fees: 82.50 Address: 39528 MEADOWOOD LP
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 7/11/2019 Phone: 813-245-5388
Work Desc: REPLACE 2 DOOR UNITS S/S
CONTRACTORS APPLICATION FEES .
LOWE'S HOME CENTERS INC BUILDING FEE 82.50
I/ lG
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 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.
LL -&' f7�
CO CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
o
e�onion
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 0
Date Received:
Site: "a Ow
Permit Type: 1� Pooh up ; LZ
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
JU
This comment sheet shall be kept with the permit and/or plans.
C—
Kalvin er—Plans Examiner Contra and o omeowner
(Re red when comments are present)
E13-780-0010 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting
Owner's Name Ga �03wn6 r
Phone Number
020 Owner's Address !v` Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JORADDRESS —i LOT#
SUBDIVISION I AeadojL3�(r� PARCELID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR 8 ADWALT u SIGN [� L] DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM U OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL =
DESCRIPTION OF WORK Rep lace 2 Poop- 6 4 e F-oQ s i2C L CD.
BUILDING SIZE SQ FOOTAGE= HEIGHT Fu5474.3
[2 Jt SUILDING $-2 /-_. O(� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL , $ AMP SERVICE Q PROGRESS ENERGY W.R.E.C.
[]PLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
[ GAS Q ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER COMPANY �' 2�� i"zwle. L--t_c:
SIGNATURE I It A IfEGISTEREO FEE CURREN Y/N
Address r Kat1g,,617%f FL License# (f6-� ISO 3 Li t 7
ELECTRICIAN I COMPANY
SIGNATURE l REGISTERED Y/ N FEE CURRET Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y! N FEE CURREN Y!N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License# F
Ilillllllllltt11111 .111111111111111111111tllllllilllllilt11111111111
RESIDENTIAL -Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R,O-W Permit for new construction,
Minimum ten.(10)working days after submittal date. Required onsite,Construction Plans,Stoimwater Plans w/Silt Fence installed,
Sanitary Facilities'&1 dumpster,Site Work Permit for subdivislonstiarge projegts'
COMMERCIAL Attach(2)complete sets of Building:Plans plus a Life Safety Page;,(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)vrorklnzl days'after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faciliiias« I dumpster.Site Wc&Permit'or ali ri w projf�cts,A!I commercial require_ment_s rriust meet compliance
'S.]GN PERMIT Attach(2)sets of Engineered Plans. — =--—
""PROPERTY SURVEY required for all NEW construction.
f ■ . . ■ . . e . ■ . . . . . ■ ■ . t . ■ ■ ■
i.. i i � t���" ^� - i i i i-.
Directions:
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
•' Agent(for the contractor)or Pourer of Attomey(for the owner)would be someone.with notarized letter from owner authorizing some
OVER THE COUNTER PERMITTING (copy:of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Notover Counter if on public roadways..needs ROW
�+I
NOTICE OF DEED AES.TRICTiONS:. The_undersigned understands that this 0ermitmay be aubjectao"deed"restrictions"
which may-be more restrictive-than County regulations. The undersigned assumes-responsibility forcompiiance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR .RESPONSIBILITIES: If the owner has hired a contractor or,
contractors to undertake work, they maybe required to be licensed in accordance with state and local.regulations. If the
contractor is not licensed as required by law,both the owner and contractor may be-cited fora misdemeanor violation
under state law. if the owner or intended contractor are uncertain as to what licensing'requirements may apply for the
intended work, they are advised to,contact the Pasco County Building Inspection Division—Licensing.Sectiori at 727=847-
8009. Furthermore, if the owner has hired a contractor or contractors; he Is advised to have the.contrador(s) sign
portions of the "contractor Block"of this application for which#hey will be responsible. If you,.as the owner sign as the
contractor, that may,be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES 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-expansion of existing:buildirigs;.as specified.in Pasco.CountyOrdinance number89=07 and
90-07, as amended. The undersigned also understands, that 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 permit issuance. 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 $2,500.Q0 or more, l
certify that I, :the applicant,. have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared-by the Florida Department of Agriculture and;Consumer Affairs. If the.appiicant-is someone
other than.the'owner", I certify that I have:obtained:a..copy of the above`described'document.and prorbise.in good faith to
deliver it to the"owner"prior to commencement..
CONTRACTOR'S/OWNER'S AFFIDAVIT, I,certify that all the information in this application is'accurate 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, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,.and that it is
my responsibility to.identify,what actions I must take to be in compliance. Such agencies include but are not 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, Wetland: Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.- Department of_Health & Rehabilitative Services/Environmental Health Unit=Wells,. Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed In Flood Zone'V'unless expressly permitted;
If the fill material is,to be used in Flood Zone A", it is understood that a drainage plan :addressing a
"compensating volume" will be submitted at fime of permitfing_.which is prepared by a professional engineer
licensed by the State-of Florida.
if the fill material is to be:used in Flood Zone "Ain connection with a permitted building rising stem wall
construction, I certify that.filt will be used onlyao fill the,area within the.stem wail.
if fill material .is to,be used in any area, I certify that use of such fill will not adversely affect adjacent
properties.. If use of fill is found to adversely affect.adjacent properties, the owner may be cited for violating
the conditions of the building.permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is.required.
If I am the AGENT FOR THE OWNER, I promise 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.autho6ty to violatei cancel, alter, or
set aside any provisions of the`technicat codes, nor shall issuanm 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 shail'become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)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 and 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 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.
FLORIDA JURAT .S. . .D3)
OWNER O AGENT CONTRACTOR
Subscribed a or afrirme ore m tits_ Subscribed sworn to�oraffirmad)before me'this_
Who isiare personally known to n(tpf hasthave produced Who Ware personally known to me or has/have produced
as identification. _as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary,typed,printed or-stamped Name ofNotary typed,.printed.or stamped
STORE Q -Y Qp
INSTALLATION SERVICES CUSTOMER CONTRACT.- MWORK-INT/EXT/PATIO DOOR
LOWE'S OF ZEPHYRHILLS, FL,STORE#1854 STORE PHONE:(813)838-9000
7921 GALL BOULEVARD SALESPERSON:WILLIAM GRAYBILL
ZEPHYRHILLS, FL 33541 SALESPERSON ID:2261096
Document Print Date:06122J2019
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 OContract."
PLEASE READ THIS ENTIRE DOCUMENT.INCLUDING THE"TERMS AND CONDITIONS." BEFORE SIGNING.
Lowe!s Registration or Contractor License Number I Lowe's Contractor Name
Florida Contractor License Number CGC1508417
Hamp Phonp
S DORSEY BRYAN $13-493-2377
Customer Address Other Phone
0--39528-MEADO-W-WOOD-LOOP---.,—.-.-- --------
L city State I Pro0rice Zip/Postal Code
D ZEPHYRHILLS FL 33542
Installation Address
T 39528 MEADOW WOOD LOOP
Installation City Installation State/Province Installation Zip/Postal Code
0 ZEPHYRHILLS FL 33542
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
33181 312 : TK :6 RB VINYL BBG PATIO LH NOSCR :6 RB VINYL BBG PATi.0 LH NOSCR -QTY I
34660: FJ7 : STK: PFJCSE 356 2-1/4-INX11/16-INX7-FT: PFJCSE'356 2-1/4-INX11/16-INX7-FT: METRIE INDUSTRIES INC- QTY3
42079: FB50N V ACC 619:STK:SCH SN COMBO SGL ACCENT: SCH SN COMBO SGL ACCENT: SCHLAGE LOCK-QTY 1
98458 :07526 : STK: RML 8-FT WHITE PVC BRICK MOULDING : RML 8-FT WHITE PVC BRICK MOULDING : METRIE INDUSTRIES INC-QTY 6
156650: 146DET25E: STK:7/16-4-6 DE PT PICKET:7/16-4-6 DE PT PICKET: CM TUCKER LUMBER COMPANIES LLC-QTY 10
209626:2018 : STK: 8-FT PRIVACY LATTICE : 8-FT PRIVACY LATTICE : ROYAL MOULDINGS LIMITED -QTY 3
782648:JW36FAN4PNLSTLNBMLHI -.STK :-JW 36 FAN LITE LH NBM :JW 36 FAN LITE LH NBM :JELD-WEN DIST-MW MASTERS -QTY 1
Materials Price 1- S 859.081
F
Stor6 1,854 Rrb ec-f'No. 585164993 for DORSEY BRYAN', Page 1 of 8
V ;. 0 0 .. V .Y RE C0y
..
INSTALLATION DESCRIPTION
Door type : Exterior - Location of new door(s): Front Door
Select new door: Single 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 Door type: Patio
Location of new door(s):Back Door Select new door: Sliding
Side lights or transoms: No Number of additional holes bored for accessories: None
Install specialized mortise hardware:No Lead safe practices. No
Total linear feet of custom trim to be installed :73 Deliver door: No
Customer understands the scope of the project:Yes Permit required :Yes
Who will obtain permit: Third Party Permit fee:Yes
Additional miles traveled over 20:0 Brine up to code description:None
-Access_#ee amount:_None _ _ Dump entry fiee__Yes __ ----- -----------.-------- -..
Describe other work needed : Grind Stucco Other work charge:Yes
Comments :No Comment
Labor Charges $ 1,472.00
Detail Deduction -S ...3a-00
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or removelreinstall security system equipment. Customer is responsible to advise if prop-
erty is governed by Historic District Regulations.
Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right. Important Lead Hazard Information for Familes,
Child Care Providers and Schools_ By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing
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 photograghs 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 initialing here, Customer agrees to the foregoing. ;I CV [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
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
-' . ;Star;r'1:854,Pjbiect'No. 5851:64593.for.f GRSEY:3nY.AN . :Page"2of.8 ..
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STO E�C301?.X,
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.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 fulfilt-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
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
MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE-
VIEW BY 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 "where applicable
SUB-TOTAL $2296.08
*TAX $ 0.00
DELIVERY $ 20.00
_—ORDE TOTAL--- -$-2346;08
BALANCE DUE
Work is to commence upon reasonable availablity of Contractor which is anticipated to be�_ 3 a4X s ill in date].
Estimated completion date is [Fill in date].
NOTICE TO CUSTOMER
All 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 CONDITIONS OF THIS CONTRACT. BY SIGNING
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 SUBCOW
TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY _J
-Stbr&,,1,85A,RrojecT No.'585164.99,3,for:DOBSEY,BRYAN:,,,:
STORE COPY
LOOK TO YOUR.PROPERTY .FOR PAYMENT,. EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF
YOU FAIL TO PAY'YOUR CONTRACTOR, YOUffCONTRACTOR MAY ALSO-HAVE A LIEN ON YOUR PROPERTY. THIS
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
PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU 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,
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
WITNESS OUR HAND(S)AND SEAL(S)BELOW THIS_2.Z-J DAY OF
Lowe's Home Centers, LLC
By: (Seal)
[2dnt Name-
(Seal)
Address Owner
City State I Province Zip 1 Postal Code Print Name
Co-OWner or Witness —(Seal)
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
P,-Age:4 ot&-l'"
854"R�0'jed:'No.�585164993,for DORSEV.BRYAN" '
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E Product Approval
USER:Public User
Product Approval Menu>Product or Application Search >epplication List>Application Detail
FL# FL11646-R10 .�
Application Type Editorial Change
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived ...;
Product Manufacturer Atrium Windows &Doors ALL WORK SHALL COMPLY WITH PREVAILING
Address/Phone/Email 300 Welcome Center Blvd. CODES FLORIDA BUILDING CODE,
Welcome, NC 27374 NATIONAL ELECTRIC CODE,
(336) 731-9312 AND THE CITY OF ZEPHYRHILLS
tsmith@atriumwindows.com ORDINANCES
Authorized Signature Thomas Smith
tsmith@atriumwindows.com
r',r-•
Technical Representative ( I TEY/.
19
Address/Phone/Email � H �"C�Quality Assurance Representative Tommy Smith _
Address/Phone/Email 300 Welcome Center Blvd.
Welcome, NC 27374
(336) 764-6400
tommy.smith@atrium.com
Category Exterior Doors
gubcategory Sliding 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 Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
c AAMA/WDMA/CSA 101/I.S.2/A440 2008_..
Equivalence of Product Standards
Certified By
y
Product Approval Method Method 1 Option A `
Date-Submitted 08/10/2018
Date Validated 09/19/2018
Date Pending FBC Approval
Date Approved 09/24/2018
Summag of Products
FL# Model, Number or Name Description
11646.1 311/312/378 Sliding Glass Door R-PG35*-1797x2019 (71x80)-SD (311), R-PG35-2407x2019
(95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312), R-
PG35-1829x2083 (72x82)-SD (378)
.Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11646 R10 C CAC NI013248.01-R1 311-312 SGD
Approved for use outside HVHZ: Yes D0985.01-801-47.pdf
Impact Resistant: No FL11646 R10 C CAC NI013248.02-R1 311-312 SGD
Design Pressure: N/A D0986.01-801-47.pdf
Other: All doors shall utilize safety glazing in accordance with FL11646 R10 C CAC NI013248.03-R1 311-312 SGD
the FBC. All frame components are fabricated from extruded D2326.01-801-47.pdf
vinyl (PVC). FL11646 R10 C CAC NI013248.04-112 311-312 SGD_
D6923.01-801-47.pdf
FL11646 R10 C CAC NI013248.05-R2 311-312 SGD
D6923.01-801-47.pdf
FL11646 R10 C CAC NI013248.06-R2 311-312 SGD
S6923.01-801-47.pdf
FL11646 R10 C CAC NI013248.07-R2 311-312 SGD
S6923.01-801-47.pdf
FL11646 R10 C CAC NIO13248-R1 311-312 SGD S0985.01-
801-47.pdf
Quality Assurance Contract Expiration Date
06/30/2020
Installation Instructions
FL11646 R10 II ATRO23 SS 2017-01-17.pdf
Verified By: Hermes F. Norero FL PE #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11646 R10 AE PER5453 SS 2018-01-09.pdf
Created by Independent Third Party: Yes
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ATRIUM CORPORATION AvM
INSTALLATION NOTES: 31113121378 SLIDING GLASS DOOR °N D ne i 6:n Din"
1. ONE(1)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
IMPACT) 3tq WELOOMEt 273N.w.
LOCATION SHOWN. (NON
-IMPACT) NC 27371
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM PH:(214)637-2696 FX(274)424-6734
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 00
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE O m
OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT # v
GENERAL NOTES:
m�Z V)Zm n
DETAIL(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). ny OO a^��m
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND N¢<z
ANCHOR TO THE NEXT. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BUILDING CODE(FBC)AND THE CURRENT IBC, Z h Z Z W
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 EXCLUDING HVHZ AND HAS BEEN EVALUATTEDED ACCORDING w FH m(L ^
INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. TO THE FOLLOWING: m p�+ .0 ¢m m
AAMA/WDMA/CSA 101/1.5.2/A440-05/08 d p �"�2 H a
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR W m¢Z n
BETTER. 2.ADEQUACY OF THE EXISTING STRUCTURAL Lu Q,per(.p A
CONCRETE/MASONRY,STEEL STUD,AND ZX FRAMING AS A H !�
a
no
S. FOR NAIL FIN:WOOD BUCK:USE#8 WOOD SCREWS THROUGH THE FIN MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF F a M =
OF SUFFICIENT LENGTH TO ACHIEVE I I/2INCH MINIMUM WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
EMBEDMENT INTO WOOD SUBSTRATE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
W
6. FOR NAIL FIN:STEEL STUD:USE#8 TEK SCREWS THROUGH THE FIN OF THE ENGINEER ARCHITECT OF RECORD FOR THE
PROJECT OF INSTTAA LLATION. Q O O O
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS C) .N-, p O
PENETRATION BEYOND METAL FRAME SUBSTRATE. 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND "C * U)
ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE m ti V)
ry 7. FOR THRU FRAME:WOOD BUCK:USE#10 WOOD SCREWS THROUGH STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF v
Lu EMBEDMENT INTO WOOD SUBSTRATE. RECORD FOR THE PROJECT OF INSTALLATION. TABLE OF CONTENTS Z W Z FW-
CD ¢
8. FOR THRU FRAME:CONCRETE/MASONRY:FOR INSTALLATION 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SHEET REVISION SHEET DESCRIPTION O Z = a
THROUGH 1X BUCKTO CONCRETE/MASONRY,OR DIRECTLY INTO GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Z = V
CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCONS OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION I C INSTALLATION 6 GENERAL NOTES OI-B� U W Z
SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, P W O
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE 2 C ELEVATIONS I`"I H OV
9. FOR THRU FRAME:STEEL STUD:USE#10 TEK SCREWS THROUGH THE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 3 C ANCHOR LAYOUTS J u Aj -'CFRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 w v) O W V
THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. S.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON ~
4 L VERTICAL SECTIONS p
tL
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. N �
10. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL 5 C HORIZONTAL SECTIONS 6 GLAZING DETAL
aL
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 6. WINDOW FRAME MATERIAL:WHITE OR BEIGE VINYL W COU
VENEER,AND SIDING.
7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEET 2 FOR GLAZING DETAIL (j
¢ MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION 1gL I 13/�7 V
g RESISTANT COATING. DESIGN PRESSURE RATING ` G
E • IVV• f&
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SIZE DESIGN PRESSURE CONFIGURATION MISSILE IMPACT RATING
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS _ •6.= H'
2 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT 70.75"x 79.5" •35.0/-35.0 PSF d
INTO FACE SHELL OF BLOCK. F 1
94.75"X 79.5" •35.0/-35.0 PSF
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH OX(FIN) =.
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND 74.75"X 95.5" •30.0/-30.0 PSF :• ? `
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 72"X 82"" •35.0/-35.0 PSF d' �p
NOT RATED
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 71.56"x 79.5" •35.0/-35.0 PSF ��J�/y PROF"S�
X MANUFACTURER. MILL 1
95.63"X 79.5" •35.0/-35.0 PSF m(O m Z U)
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE OX(FINLESS) F-m ¢H
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 75.75"X 95.5" •30.0/-30.0 PSF gow 3 =2 V Z
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. '0 V
y B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 72"X82"' •35.0/-35.0 PSF
j C. MASONRY-CMU UNIT STRENGTH CONFORMS TO ASTM C-90, *UNIT USES ALUMINUM REINFORCEMENTS,ALL OTHERS USE STEEL DWG#:
$ WITH MIN.COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT A TR0 2 3
u� CONFORMS TO ASTM C 476,MIN.GROUT COMPRESSIVE
STRENGTH OF 2000 PSI. Nonero
g D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL Digitally signed p Hennes F.ocumo P.E. SHEET: •( OF 5
Reason:I am approving this document j 1
THICKNESS OF 33 MILS.(20 GUAGE) Date:2017.01.17 00:26:33-05,00,
'Y
95.63"MAX. 72.00"MAX. ai
DOOR WIDTH DOOR WIDTH
ATRffUM
43.625'MAX. 36.75"MAX. o xenai 490 00oes
D.L.O.WIDTH DI-O.WIDTH
B C B L
4 4 4 4
300 WELCOME[ENTER
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PH:(214)637-2696 FX:(214)424-6734
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D.L.O. DOOR DOOR .X., .0" HEIGHT ,Z 1Z4 Lu¢
HEIGHT HEIGHT HEIGHT a W m o H m e
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75.75"MAX. Z ¢ o
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x _ NOTES: �
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1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 w
%/ % REQUIREMENT GLASS CHARTS. ¢N
n 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY o n
A G GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC. DWA: 3
4 4
ELEVATION SHEET: OF
5 TYPICAL
til
2.00"MAX.FROM 8.00"MAX. naa; ,VD Benzs
CORNERS,TYP. � I
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300 WELCOME[ENTER BLVD.
1 WELCOME.NC 27374
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7 CONFIGURATION
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3/4"MIN. _;
ZX WOOD FRAME EDGE DISTANCE
BY OTHERS #10 PAN HEAD WOOD SCREW 3/4"MIN. " 1'n` :'
EDGE #10 TEK SCREW
SHEATHING INSTALLATION ANCHOR INSTALLATION ANCHOR
BY OTHERS DISTANCE
..1 300 WELCOME CENTER BLm.
EXTERIOR FINISH EXTERIOR FINISH wELcoME.NC zn�a
BY OTHERS BY OTHERS THREE(3)THREADS FH Q14)6)7-2696 F7:(2IQ 4246734
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PERIMETER SEALANT EXTERIOR FINISH
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EMBEDMENT : INSTALLATION ANCHOR Di ivj(m Z
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DISTANCE BY OTHERS
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BY OTHERS 1/4"MAX.SHIM SPACE
#10 PAN HEAD WOOD SCREW 1/4"MAX.SHIM SPACE CAULK BETWEEN IX WOOD BUCK&
INSTALLATION ANCHOR 3m WELCOME CENTER 273 9Lw.
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PERIMETER CAULK BY OTHERS ti n
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BY OTHERS O.A.DOOR WIDTH O.A.DOOR WIDTH BY OTHERS V) w w
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ANCHOR
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THREE(3)THREADS F W
— SEE GLAZING _ SEE GLAZING MIN.PENETRATION F
DETAIL DETAIL BEYOND STEEL STRUCTURE
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HORIZONTAL SECTION DISTANCE F M
s 5 MEETING STILE 5 MEETINGSTILE a 3 v= t Z
$ ALUMINUM REINFORCEMENT STEEL REINFORCEMENT
NOTE:FOR USE WITH PANEL SIZES NOTE:CAN BE USED WITH ALL PANEL SIZES I HORIZONTAL SECTION DWG#:
UP TO 37.125"X 79.6875" WITH A 5 STEEL STUD-JAMB A TR0 2 3
DESIGN PRESSURE OF 35 PSF ALTERNATE FIN INSTALLATION(TYP.)
� SHEET: 5 OF 5
y
x �Product Approval
-; USER: Public User
Product Approval Menu> Product or Application Search>Application List>Application Detail,
FL# FL15474-R4 .�
Application Type Editorial Change
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Corriments
`Archived
Product Manufacturer JELD-WEN ALL WORK SHALL COMPLY WITH PREVAILING
Address/Phone/Email 3737 Lakeport Blvd CODES FLORIDA BUILDING CODE,
Klamath Falls, OR 97601 NATIONAL ELECTRIC CODE,
fbcl eld-we36 AND THE CITY OIL"ZEPHYRHILLS
fbcl@jeld-wen.com
ORDINANCES
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com JUL
p ® 019
Technical Representative JELD-WEN Corporate Customer Service CITe.. - � .{ ,��- -- —
r OF `.IV. 1� ff"'U'U..
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601 A04S
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
r--
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 Year
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Optioh A
Date Submitted 02/01/2018
Date Validated 02/02/2018
Date Pending FBC Approval
Date Approved 02/07/2018
'Summary of Products
FL# Model, Number or Name Description
15474.1 Contours Steel, Wood Edge 12'-0" x 8'-0", Glazed Inswing and Outswing Door with
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15474 R4 C CAC NI011064-R3.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2026
Design Pressure: +35/-35 Installation Instructions
Other: FL15474 R4 II IW152012FL SS 2015-01-07.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15474 R4 AE PER3309 SS 2015-01-07.pdf
Created by Independent Third Party: Yes
15474.2 Contours Steel, Wood Edge 12'-0" x 8'-0", Opaque Inswing and Outswing with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15474 R4 C CAC NI011064-R3.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2026
Design Pressure: +35/-35 Installation Instructions
Other: FL15474 R4 II, 3W142012FL SS 2015-01-07.pdf
Verified By: Hermes F Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15474 R4 AE PER3310 SS 2015-01-07.pdf
Created by Independent Third Party: Yes
15474.3 Contours Steel, Wood Edge 3'-0" x 6-8", Glazed Inswing and Outswing Door
Limits of 6se Certification Agency Certificate
Approv for use in HVHZ: No FL15474 R4 C CAC NI010126.01-R2.pdf
oved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/31/2026
Design Pressure: +50/-50 Installation Instructions
Other: FL15474 R4 II JW172009 SS 2014-12-09.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15474 R4 AE PER3311 SS 2014-12-09.pdf
Created by Independent Third Party: Yes
f;
r
j
JELDIVEN®
CONTOURS STEEL DOOR,WOOD EDGE TABLE CONTENTS
FULL LITE,5-0 X 8-0(O/OXO) SHT# DESCRIPTION
INSWING/OUTSWING 1 GENERAL NOTES
2 INSWING ELEVATIONS
24 GA. NON-IMPACT DOOR SYSTEM
3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m 0
5 INSWING VERTICAL CROSS SECTIONS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 6 INSWING HORIZONTAL CROSS SECTIONS F— CD to
It
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 7 INSWING HORIZONTAL CROSS SECTIONS Z 0 JQ co
BEEN TESTED TO ASTM E330-02,E331-00,E283-04&AAMA 1304-02. DOOR SYSTEMS HAVING 8 OUTSWING ELEVATIONS — a LL N
SIDELITE/FRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 1 OUTSWING VERTICAL CROSS SECTIONS Z Y =00
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 OUTSWING VERTICAL CROSS SECTIONS w Q I—,
TO THE STRUCTURE. 11 OUTSWING HORIZONTAL CROSS SECTIONS : — Q v
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR 12 OUTSWING HORIZONTAL CROSS SECTIONS n 2 1A
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 13 ANCHORING LOCATIONS I j n J 2
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 14 ANCHORING LOCATIONS ro co Y O-
5. SCALE BASED ON 11X17 SHEET SIZE. 15 ANCHORING LOCATIONS&DETAILS
6.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 16 UNIT COMPONENTS
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ON ALL UNITS
WHERE RELEVANT.
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w
REQUIRESTHAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED o N w
AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH/OH w O�_
HEIGHT IS 1.0. 00-}
hrn
oof w
DOOR LEAF CONSTRUCTION: .O p O
FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC 0 O 0 Z
ADHESIVE. 0 q U J
J m Q
CORE DESIGN:CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE(EPS), w-T J w
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF F to Lu
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA Z N
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0"
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL THE 1.688"X 1.203"BOTTOM RAIL TABLE 1 OF O
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK o 0 LL N o
IS 1.688"X 31/8"X 12"FINGER JOINTED PINE.INSULATED GLAZING CONSISTS OF TWO 0.125" DESIGN PRESSURE RATING a U cc
TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. ODL LITE FRAME MEETING DESIGN PRESSURE RATING:
STEEL SKIN RECEIVES DOW 1199 SILICONE OR EQUIVALENT. g Y
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, SINGLE DOOR WITH&WITHOUT w
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING w
CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. SIDELITE(S)AND/OR TRANSOM Q
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. INSWING POSITIVE +50 w EL z
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM NEGATIVE -50 ¢w¢ to
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN a a U O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM OUTSWING POSITIVE +50 O F o rn
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE 98X2 FH WOOD SCREW PER CORNER. NEGATIVE -50 0()O
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED .0
0
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED.BUTTED, a a co
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF S.S. NOTES: �w
14
AND ONE#8X2 FH WOOD SCREW PER CORNER.ALL FRAME JOINERY ARE SEALED AT (0.087")ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH 1- ALL VIEWS FROM INTERIOR. 1w
THE EXTERIOR USING DOW 1199 SILICONE. AND THE GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE 2-MASONRY AND CONCRETE CONSTRUCTION. ri o
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLASS PROVIDES A 0.50"AIR GAP. ``1\111I I1��7j7'
WOOD. THE FRAME CORNERS ARE JOINED USING RABBET JOINTS,SILICONE SEALANT
AND FOUR 16GA X 7116"X 2"LONG CROWN STAPLES THROUGH THE JAMB. THE
MULLION TODOOR/SIDELITEIS CREATED BY SANDWICHING SILICONE SEALANT Digitally signed by Hermes F.Norero,P.Elv - .p °^TE 12131/09
BETWEEN THE JAMBS OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED Reason:lam approving this document Z SCALE: 112"=1'
ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X T SCREWS Date:20t4.12.0917:11:33.05'00' 7
owc.sG.LUBBECKE
ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A WOOD MULLION COVER - -
IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT,SEALED
ro . T T = CHK.9Y: S.FREY
WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16'X 2"STAPLES. pFLa s ° �jne CRAVING NO:
euK�yGoaoPs : JW172009
I BEACH
FGPE CE O. UTHOR L mh4�0.29578 SHEET 1 OF 16
1—79.' MAX PANEL HEIGHT 7 1/2"MAX.
J—.63 11,8*MAX.D.L.O.TYP. D.L.O.
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Bldg Dept
From: Bldg Dept
Sent: Thursday,July 11,2019 11:41 AM
To: 'MONICA WATSON'
Subject: ready for pick up
Permit for 39528 meadowood Ip is ready for pick up need noc and the cost is$82.50.
Thank you for your patience
Jackie
Building Dept
813-780-0020
813-780-0021
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1