HomeMy WebLinkAbout20-22399 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22399
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22399 Address: 3839 LAUREL VALLEY BLVD LOT 33
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0330
Improv. Cost: 3,433.16 OWNER INFORMATION
Date Issued: 1/31/2020 Name: NHC-FL115 LLC
Total Fees: 90.00 Address: 3839 LAUREL VALLEY BLVD LOT 33
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 1/31/2020 Phone: 517-648-6824
Work Desc: REPLACE DOOR UNIT S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 90.00
Cr
Ins actions Required
F OTER 2ND ROUGH PLUMB MI INSULATION EILIN
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.
61"w'd.A_
CONT T IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
s '
Jacqueline Boges
From: Carolyn Schuler <cespermit@outlook.com>
Sent: Thursday, February 20,2020 4:01 PM
To: Jacqueline Boges; MONICA WATSON
Subject: 22399 - Cancellation Request
Attachments: 22399-cancellation.pdf
EXTERNAL EMAIL
Attached is the cancellation request for permit 22399 at 3839 Laurel Valley Blvd. Lowe's did not and will not
be doing any work under this permit.
Please confirm receipt once completed.
Thank you!
Carolyn Schuler
Permits R Us
813-269-9965 (phone)
813-269-9902 (fax)
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STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT - "~
-^ L
ON FILE OR OF PUBLIC RECORD IN THIS OFFICEfl '. �,.
WIT MY HAND ANR OFFICIAL SEAL THIS
DAY OF ,r
NIKKI A LES, CLERK&COMPTROLLER
BY DEPUTY CLERK
qg°.
i 67
Date Received
f Phone.Contact for Permittin -., '$ �2te
2LLztxmrmSEtt
rMT
71
Owner's Names Owner Phond,blUrhber_ -72-7- 7-YG 9
Owner's AdrlriasE1 l., .0 f�� LAXI"L V-Pone Owner Phone Nu i ber C_
Fes airnpie 1'ltisitolder Name ! Owner Phone Alai kter
Fse tilmpie 1'itiet older Addresei
JOB ADDRESS I i LAta,R,�
SUBiDIVISiON C-� —� PARCEL 10#C_
(OBTAINED 1:I10M PROPERTY TAX NOTICE). �-
WORK PROPCiSEzO I NEW Ct)NS1'R ADD/ALT Cr,1 S1C3N (_ '. C( DEMOLISH
El" ! INSTALL. REPAIR
PROPOSED USE! C i SFR; (� OOMM- [_.� C)'THER, �_ I
. .._.�
TYPE OF( ON;STRtaC'rIG!N C� - BLOCK FRAME. C STEEL
DESGRIPTION Of WORK C!?CPtp. 0,�.�r_ �s' a^►�Siie: _� 201'��.:f` _�_.�
3UILDING SiZlc 15Q FOOTAGE—,� HEIGHT
z>=u�su�aaa�a�r�cr�z��uct� I�r..uxa:t�i�ca� c�cuius� rr.>+sr� �aa�uri�rasz�ucz�I�
[4BUiLDINt1 VALUATION OF TOTAL CONSTRUCTION
[_7i„LECTFilOAl. $ AMP SERVICE, . ORO�_RESS"ENERGY,: �„ W.R.H.C.
[r7PLIJMBii, G ($ I
[.__1MECHANICAL ($ VALUATION OF MECHANICAL INSTALLATIC)N=
GAS !; ( ROOFING [� SPECIALTY'C_] OTHER
INISHED FLOOR ELEVATIONS FLOOD ZONE AREA =]YES , NO
ti t ti-ttl t f-hi f-Httii-H tttt tttttt Fti fi ti-i t ft t fi ti-tfittti H H ltlth1 t H t f t i ti t t t t-F•Hf•t4+ t•tf+t H•f•t-H•i
UILiDER ()MPANY _rE
IGNATURI. �_'�tt� t►pNi�1 C� tao r . REGISTERED Y/ F1'E CURREN I Y/N
,Address 4 iRe)_sp)L 19 9 3 41 A j 2.761 Licari.,e# G�.s o y!7 _..�
_EC:1'RICIAIV _ ._.._�. COMPANY'
GN.ATURr-.' REGISTERED YIN T FEE CURREC` Y/
Address —._ _� —_•_ License#
i
.UNI13ER COMPANY
MATURE; _ _ REGISTERED Y/ N 1 r."EPEE CURREN Y,/I
Address . License
"COMPANY
3NATURE REGISTERED Y/ N FLE cURREh Y T F
Address [_�--•_-Y-_� _ License#
HEiFt 'I COMPANY („_ �_�_
;N,ATURE _ _ REGISTERED Y./ N !r FEE CURREN �[ Y/N�
Address —_ -- LicensE�#
NiittH+tiFi httti}itt�i�ii H ti hf hH+tt 111 f 111 111 IM+H i-f+Ftf t H+1+1tFtittii �ht-F tt t t t-t i-t+Hii tiiiitill i t hFiiif4tti
SIDIENTIAL, Attach(2)-Plot Plans;(2)jsets of Building Plans;(1)set of Energy Forms;R-O-W Permit foi•new construction,
Minimum ten(10)working days rafter submittal data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
11a rift iry Facilities&1 duinpster,Site Work Permit for subdivisions/large Projects -
_rIIAERCIAt.- - Attach(3)complete sots-af-Building Plans-plus-attte-Safety Page;(lYset of`Ehergy Fotms.`R=O•W Permlffor new CbnstructlOn.
Mfnlmum ten(10)working days after submittal date. Required onsite,Construction Plans,.$,tormwater Plans w/Slit Fence Installed,.
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All;commerclal requiriements must rneet,compliance
N PERMIi' Attach(2)sets of[Engineeired Plans.
"""PROPERTY SURVEY required for all NEW construction.
�=zrua:�x.�azE:txr�raa>�aa��cizc�zra�a�x�r.�E:i�rs�zizr�p�a.a �'m(uat: xtzk.
fictions: i
Fill out application completely..
Owner&Contractor sign back of application,notarized
tit over$2 501),it Notice of Commencement ls.requlred. (A/C upgrades over$7600) I
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
:R.•rHE COUNTER PERMITTING (Front of Application Only)
lofs If shingles ; Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter If on public'roadways..rieeds ROW
j I
,NOTICE:OF DEED RESTRICTIONS: The undersigned understands that this permit may be,6ubjecG,to"dined!' restric:tions"
which'may=be more;restr}ctive.than County regulations, 'The undersigned assumes responsiblilty for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBIL:ITIEIS.— if the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed In accordance with state and local regulations, If the
contractor Is not licensed as r'equirediby law, both the owner and contractor may be clted•for a misdemeanor violation
under, state law. If.the owner or intended contractor;are uncertali) as to what licensing requirements may iaplply for the
Intended work, they are advised to contact the Pasco County Building Inspection Dlvlslon—Licensing Sectlot at 727-847-
8009, Furthermore, If the; owner hap hired a contractor or contractors, he is advised to' have the contractor(s) sign
portions of the "contractor Block`,of tl-iis application for,which.they,will be.responsible,' if yob, as the owner sign as the
contractor, that may bean Indication that he is not properly licensed and'Is not entitled to permitting pri'vlle es In Pasco
County,
TRANSPORTATION IMPACTiUTILiTQES IMPACT AND RESOURCE RECOVERY FEES: The undersigned,Up denstands
that Transportation Impact Fees and Ftecourse,Reoovery Fees may apply to the: construction of new buildings,jchange of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance numb'er'139-07 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 doss not Involve a certificate of occupancy or
final power release, the fees must be paid prior to permit Issuance. Furthermord, If Pasco:.County Water/Sewer Impact
fees are: due, they must be paid prlor-to permit Isstaance-In accordance with applicable Pasco County ordinian:cs�s.
CONSTRUCTION LIEN LAW (Chapteir 7,13, Florida Statutes, as amended): If valuation of work is $2,600!00, or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Lawi-Homeovvner's
Protection Guide" prepared by the Flo'ridta Department of Agrlculture.and Consumer Affairs! if thwapplloaM is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in flood faith to
deliver It to the"owner" prior to commencement.
CcONTRACTOR'SIOWN Ell'8 AFFIDAVIT: I certify that all the Information In this application is accurate and that atl work
will'be done In compliance with all applicable Paws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work,and installation as indicated, 1 certify that no work or Instillation has
commenced prior to issuaance of a perrnit 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 jurisdicticm, I also
certify that I understand that the regulations of,other;gove'rnment 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 Environmontai Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterfWastewater:Treatment.
Southwest Florida Water Management District-Wails, Cypress Bayheads, Wetland Areas!, Altering
Watercourses,
Army Corps of Englnee:rs-Seawalls, Docks, Navigable Waterways.
Department of Health & iRehabllitative Services/E:nvironmental Health .Unit-Wells, Wastevvater ITroatment,
Septic:Tanks, i
US Environmental Protection Agdncy-Asbestos abatement.
Federal Aviation Authorlty Runways.
I understand that the following restrictions apply to the use offill:'
Use of fill is not allowed In Flood Zone "W unless expressly permitted.
If the fill material is to be used I In Flood Zone "A"; it Is understood that a, drainage plan adIdrerssing a
"compensating volume" will be submitted at time of permitting which Is prepared by a professional engineer
licensed by the State of Florida.
If the fill material Is to be used In Flood Zone "A" In connection with a, permitted building using stem wall
construction, I certify that,fill will be used:only to fill the:area,within the stem wail,
If fill material is to .be used In any area, I certify that use of such flit 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 supplication, for, lots less th"an 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 coristructlon. 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,violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the 13ulldirig Official from', thereafter
requiring a correction of errors In plans, csonstruction or vlolatlons:of any codes. Every permit issued sheill become invalid
unless the work authorized by such perrnit Isicommenced within six months of permit Issuiance, or if work;authori;zE.d by
the permit Is suspended or abandoned far a period of six (6) months after the time the work Is commenced. !fin extension
may be requested, in writing, from the Building.Official for a perlod not to exceed ninety (90) days and will iJemonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the"job Is considered abandoned.
WARNING TO OWNER: YOUR.FAILUIRER TORE CORD A NOTICE OF COMMENCEMENT MAY Rl:_1361.:T IN YOUR
PAYING TWICE FOR`IMIPROVEMENTS 'ro YOUR PROIPERTY,� 1F YOU INTEND'r0 OE3TAiN FINANfi;ONC'si CCOt�I13ULT
WIT YOUR LENDER OR AN ATrORNEEY BEFORE RECORDING Y011R J�OT_IGE OF COMMEENCEMt It,iT_
FLORIDA JURA 1 3) ;
OWNIER OR AGEN , CONTRACTOR;_
su d a o t (or a e re t subscribed and 'sworn to(or affirmed)before me this
b ____�by. _
Who Isla-� ersonai wn to rr ha i ve produced Who is/are personally known to mo or has/have produced _
a Identification. _ r _ _„r as Identification.
N otar
otary Public _ _ -•• y Public
GG 1351111
Coin t§851b b` PAY GOMM1SStOt�ff -_ Commission No.�
=N° o E'PtRE �eP vriters __
9rF.woe:tended Thru tail
Name ids amped Name of Notary typal,printed or stamped
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: C&4-
Date Received: 7a
t
Site: (303q ���' B/r��
Permit Type:
Approved w/no comments- Approved w/the below comments: ❑ Denied w/the below comments: F1
This comment sheet shall with the permit and/or plans.
J�ke'pt '
JAB
2 9 2020
Kal zer lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
STORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT- MWORK - INT/EXT/PATIO DOOR
LOWE'S OF ZEPHYRHILLS, FL,STORE 9 1854 STORE PHONE:(813)838-9000
792.1:GALL BOULEVARD SALESPERSON:WARREN RICHARDS
ZEPHYRHILLS, FL 33541 SALESPERSON ID: 1959610
Document Print Date: 12/27/2019
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.
LoWe's Registration or'Coritractor License Number/Lowe's Contractor Name
Florida Contractor.License:Number CGC1508411
Customer Name. Hom'e*-Phone
S MILTON CONNER 3.112427-2468
0 Customer Address Other Phone
3839 LAUREL VALLEY BLVD 313r727-2468
L city State I Province Zip/Postal Code
D ZEPHYRHILLS FL 33542
Installation Address
T 3839 LAUREL VALLEY BLVD
0 Installation City Installation State/Province Installation Zip/Postal Code
ZEPHYRHILLS FL 33542
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
877665 : PELLA (R) 250 SERIES : SOS : SOS PELLA 250 PATIO DWFF BBG : 2 PANEL PATIO : PELLA CORP -250 PATIO DOORS - QTY 1
877665 : PELLA (R) 250 SERIES : SOS : SOS PELLA 250 PATIO DWFF BBG : SPD HARDWARE : PELLA CORP - 250 PATIO DOORS - QTY 1
877665 : PELLA (R)250 SERIES : SOS : SOS PELLA 250 PATIO DWFF BBG : SLIDING SCREEN : PELLA CORP - 250 PATIO DOORS - QTY 1
4974 : 366-PFJ7 : STK: PFJCASE366 2-1/4-INXI 1/16-INX7-FT : PFJCASE366 2-114-INX1 1/16-INX7-FT : METRIE INDUSTRIES INC -QTY 4
47385 : LW1 12A : STK : GE SIL I ALL PURP WHITE 10.1-OZ : Silicone, I 10.1-oz White Silicone Caulk : MOMENTIVE PERFORMANCE MATERIAL-QTY 6
98458 : 07526 : STK : RML 8-FT WHITE PVC BRICK MOULDING : RML 8-FT WHITE PVC BRICK MOULDING : METRIE INDUSTRIES INC - QTY 3
209626 : 02018 : STK : 8-FT PRIVACY LATTICE : 8-FT PRIVACY LATTICE : METRIE INDUSTRIES INC-QTY 3
312521 : OG P5A.0608-AG : STK : 5/4-6-8 PREN4lUf%.r1 DECKING : 514-6-8 PREMIUM DECKING : SUNBELT FOREST PRODUCTS - QTY 3
Store 1854 Project No. 606319413 for MILTON CONNER Page 1 of 8
STORE COPY
—Materials Price S 2451.6�
INSTALLATION DESCRIPTION
Door type.: Patio Location of new door(s) Front Door
Select new door: Sliding Sidelights 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 44
Deliver-door: No Customer understands scope of the project Yes
Permit Fee Yes
Addit'ionai'Mileaqe : 0
Actess"fee : None Dump entry Fee : None
Additional Work.-: None Comments : No Comment
Labor Charges $ 1016.50
Detail Deduction -S 35.00
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove/re install 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 Fan7fies,
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-haza'rd 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-
stailation 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. [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
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
f6otage 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
Phis 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 thisContract (EXCEPT for r-natters that maybe taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by
.. ............
Store 1854 Project No. 606319413 for MILTON CONNER Page 2 of 8
STORE COPY
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 tfie 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 CHAROES OF ALL MERCHANDISE AND SERVICES where applicable
SUB-TOTAL $3433.1
'TAX $ 0.0
DELIVERY S 0.0
'ORDER TOTAL
BALANCE DUE
Work.is to coMr►ience upon"reason ble av ilablity.of Contractor which is anticipated to be 2I f � (fill in date).
Estimated corripletion date is ( g I fitl 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 attachmet, or the moving of fixtures or appliances to be billed at extra cost to custom-
er._DO NOT SIGN,THIS.CONTRACT.ONTIL COMPLETE AND YOU HAVE-READ-THE TERMS AND CONDITIONS OF THIS CONTRACT, BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU NAVE 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`$ 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 PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN.IF YOU HAVE ALREADY PAID YOUR CONTRACTOR 1N FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR .CONTRACTOR 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-
P ANY T HAT i IAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
Store 1854 Project No. 606319413 for MILTON CONNER Page 3 of 8
STORE COPY
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
WITNESS OUR HANDS)AND SEAL(S) BELOW THIS_ Z f _DAY OF ��_C �_ _,2_6 f
Lowe's Home Centers, LLC
By."�«� -' c.s . (Seal).
Print Name! T 4 D/e_tm 40 C
.! t (Seal)
Address. owner
2-0.( C:. ?3 ;a,t1 cttJ,�
City State/Province Zp/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.
Store 1854 Project No. 606319413 for MILTON CONNER Page 4 of 8
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BCIS Home i Log In User Registration Hot Topicsi Submit Surcharge Stats&Facts f Publications Contact Us*I BCIS Site Map Links ! Search
��OCldd
Product Approval
• q!{m USER:Public User
V,.
N:v°'tzakpw<tss
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL20146-R1
Application Type Revision
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 El
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Russ Van Norden
vannordenrl@pella.com
Technical Representative Andy Breuer
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-6633
breuerab@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
P]Bortscheller@pella.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E. Lunn, PE
0 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
AAMA/WDMA/CSA 101/I.S.2/A440-17 2017
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/25/2019
Date Validated 09/25/2019
Date Pending FBC Approval
Date Approved 10/02/2019
Summary of Products
FL# Model,Number or Name Description
20146.1 250 Series Vinyl Sliding Patio Door 95.5"x 95.5"OX or XO Sliding Patio Door with joined&
screwed together frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 RI C CAC 411-H-1503.9 10.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2029
Design Pressure:+30/-30 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev A1.Pdf
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 Rl AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party:Yes
20146.2 250 Series Vinyl Sliding Patio Door 95.5"x 95.5"OX or XO Sliding Patio Door with mitered&
welded frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20146 R1 C CAC 411-H-1503.1 2.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/17/2029
Design Pressure: +35/-35 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 Rl II Drawing 1961 Rev A1.pdf
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 Rl AE Drawing 1961 Rev Al.i)df
Created by Independent Third Party:Yes
20146.3 250 Series Vinyl Sliding Patio Door 95.5"x 81.5"OX or XO Sliding Patio Door with mitered&
welded frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20146 R1 C CAC 411-H-1503.17 18.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/17/2029
Design Pressure:+40/-40 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev Al.pdf
standard and shall be safety glazed. Verified By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 Rl AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party:Yes
20146.4 250 Series Vinyl Sliding Patio Door 95.5"x 81.5"OX or XO Sliding Patio Door with joined&
screwed frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 R1 C CAC 411-H-1503.25 26.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2029
Design Pressure: +45/-45 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev Al.pdf
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 R1 AE Drawing 1961 Rev A1.Pdf
Created by Independent Third Party:Yes
20146.5 250 Series Vinyl Sliding Patio Door 47.5"x 95.5"Fixed Panel Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 R1 C CAC 411-H-1504.01 08.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2029
Design Pressure:+50/-50 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 fI Drawing 1961 Rev A1.0
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL20146 RI AE Drawing 1961 Rev Al pdf
Created by Independent Third Party:Yes
20146.6 250 Series Vinyl Sliding Patio Door 191.5"x 95.5"OXXO Sliding Patio Door with joined&
screwed frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 R1 C CAC 411-H-1503.34 35.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/14/2029
Design Pressure:+25/-25 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev Al.Ddf
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 Rl AE Drawing 1961 Rev Al.Ddf
Created by Independent Third Party:Yes
20146.7 250 Series Vinyl Sliding Patio Door 145.4"x 95.5"OXO Sliding Patio Door with joined&screwed
frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20146 R1 C CAC 411-H-1503.42 43.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/21/2029
Design Pressure: +35/-35 Installation Instructions
Other:Glass shall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev Al.odf
standard and shall be safety glazed. Verified By: Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL20146 R1 AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for of clal communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
® gi
Credit Card
Safe
GENERAL NOTES: 1/2' rrs rrs
1. ALL FASTENERS SHALL BE IN ACCORONCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED 47 MAX. FRAME WIDTH
TO BASE MATERIAL$HA L:BE BEYOND WALL FINISH OR STUCCO. : aIe
47 1f2' MAX. FRAME WIDTH a mrYSnA
2. OPENINGS.BIIGFONG&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO 4" MAX. 20"MAX. O.C. 4' MAX. e
TRANSFER WINO ON-IMPACT
TO THE PRODUCT E NAIL FlN Al A2
3. THESE HON-IMPACT RASED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND NEST THE 3 ! ffi REQUIREMENTS OF THE FLORIDA BLYLL.ODNG CODE(FBC). 5
SHALL BE CAPABLE o URRFsSLwGG CORROSION FRAMES
CAUSED BY THE PRSRESSURE TREA BUCKS TING CHEIdnALS IN MAX. �'DIE WOOD.
WOOD.
S. MATERIALS.INCLUDING BUT NOT LIMITED To STEEL SCREWS,THAT COME INTO CONTACT WITH I . I NAIL FIN AND x
OTHER 04SSIM0.AR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUNTING CODE CNMIFR %�
2a I ANCHORING OF NAIL FIN $
S. TO THE BEST OF OUR KNOWA1mGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&omm IS OPTIONAL&SHALL
ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/CA ENTITY&SHALL BE LABELED IN FIN FASTENER WITHIN FRAME SCREWS NOT ACT AS A
ACCORDANCE WITH THE MC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL 3' OF CORNERS & I WHERE SHOWN. SEE
REGULATION SPMFICAT10NS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE 'fRAIdE ANCHOR SUBSTITUTE FOR THE t
IN ACCORDANCE WITH Tiff MANUFACTURERS DUALITY ASSURANCE SPECIFICATIONS&TESTLNG � 4 1/2' MAX. D.C. v ! REQUIREMENTS I FRAME ANCHORS r
4 I
REPORTS. SEE"FRAME ANCHOR w SPECIFIED. FIN MAY BE
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SWAL BE CONSIDERED VGND IF ANY OF THE = REQUIREMENTS x TABLE"ON SHEET 1 REMOVED WHEN
FOLLOWING APPLY,1)PRODUCT 15 INSTALLED WITHOUT A BUILDING PRO FROM THE APPLICABLE w Q -<
LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED TABLE" ON THIS FOR REQUIREMENTS. REQUIRED BY OPENING w
CONTRACTOR ESPERO£NCEO WITH INSTALLATIONS OF THIS TYPE OF PRODUCT- 3)IF CHANGES HAVE SHEET FOR I I CONDITIONS
OCCURRED TO THE PRODUCES CERTIFICATION EMI YS CERDMATE THAT CAUSE THESE tl REQUIREMENTS. 116"MAX.
INSTALLATIONS TO BE INCORRECT OR INCONSL5FEHT WITH WHAT HAS BEEN TESTED.
EL THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS X O.C.
CERTI TEATaN SHALL CONTROL FOR THE INSTALLED PRODUCT. MAY INCREASE TO
0.THESE DRAWINGS CERTIFY THE PROM=INSTALLATION ONLY_ WATER PROOFING OF THE
INSTALLED PRODUCT IS NOT PART OF THIS NALSTALLATIN DN.N CERTIFICAXI THAT RESPONSIBILITY �+ OPPOSTLE iv ) OPPOSITE I 22'O.C. WHEN 0
SHALL.BE THAT OF THE MANUFACTURER&/OR OWALL£FL
B7 Bi 2 2 FRAME WIDTH IS 36` Oo zo
INSTALLATION EVALUANON IS BASED ON APPLICABLE ANCHOR SDNDARDS AND/OR WFORWOION S 5 Ya7 5 5 V OR LESS. rn o
&RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIN BUCDBNC CODE VERSION
CONSIDERED WUTL THE EVAU UTGN WAS THAT IN FORCE AT THE TIME OF THE EVALUATION, IN 4 O N Yn 1
THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL
TESTING IS COMPLETED ON TALE REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE I I V, `01s,Np
WITH THE STATE,IRE MANUFACTURER DWI CONFIRM WITH THE INSTALLATION EVALUATION
ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE
THEN CURRENT TESTING.CODE AND APPLICABLE STANDARDS. V)
a
ALTERNATE ANCHORISUBSTRATE EVALUATION NO 5`MAX: -'
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED IQ
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE EXTERIOR ELEVATION: EXTERIOR ELEVATION:
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE SINGLE FIXED PANEL DOOR SINGLE FIXED PANEL DOOR
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. SCALE: 1/2" = V-0" SCALE: 1/2 1'-O"
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) z 00
FRAME ANCHOR REQUIREMENTS TABLE ALLOWABLE DESIGN PRESSURE U) z"'
6 �
OPENING TYPE FRAME/FlN TO OPENING FASTENER MINIMUM MINIMUM (SINGLE F ® W � �
IX PANEL DOORS ONLY) n
(SUBSTRATE) TYPE EMBED EDGE DFST. f50 -5D PSF twig M1a� 3
FRAME SCREWS PRESSURE SHOWN IN THIS TABLE IS O 1 9
MIN. 2X4 WOOD FRAME OR BUCK FOR INSTALLATION CONDITIONS ONLY. n z „
NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" THE GOVERNING DESIGN PRESSURE ON i
{MIN. GR. 3& G=0.55) THE DOORS SHALL BE THE LESSER OFa
MIN. 18 GA. 33 KSI METAL STUD NO. 10 OR. 5 SELF TAP DRILL SCREW FULL 1/2' THAT SHOWN IN THE INOMDUAL DOOR'S `oz'Ss'
MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" STATE APPROVAL OR THAT SHOWN IN
MIN. t 8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' THIS TABLE. 116
1111Sa•i o
MIN. C-90 CMU OR 2500 PSI CONCRETE (1) 1 4"CONCRETE SCREW 1 1/4' 2' >°��F,,,.•-,.,"�y;
(2)NAILING FIN FASTENERS 4�'.'c a
MIN. 2X4 WOOD FRAME OR BUCK w
NO. 8 SMS SCREW 1 1/2" 1/2- A;GU w ° A Asp
(MIN. GR. 3 & G=0.55) 1' E.ate
MIN. 2X4 WOOD FRAME OR BUCK INSTA AMON NOTE. j 0 % �z
11 GA ROOFING NAIL 1 5/8' 1/2' WHEN NECESSARY, INSTALLATION METHODS MAY BE st k J4 3�
(MIN. GR. 3&G=O.55) MIXED WITH ANY ONE DOOR SUCH THAT INDIVIDUAL
MIN. 1/8- THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' SIDES OF THE DOOR MAY USE ONE OR THE OTHER
MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ANCHOR METHOD (EXAMPLE: SILL MAY USE FRAME P,<AAeFTi141seq
(1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRET£-FLEX (S.S.), ITN SCREWS METHOD WHILE OTHER SIDES USE FIN) FAL--RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). cFNn THEY MAYNOTBEUSED FOR THE ASSEMBLY j961 IDIHFA PRODUCT NOR WAY
(2)WHEN SCREViS ARE USED WITH THE NAIL FlN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE Y BE US:O FOR RAWNAL Anb/GR LOCAL APPROVAL SHEET No.
A FLAT WASHER AT THE SCREW HEAD. ANY RRODucr NDT PAOL'p,ICEp Tx THE MANUFACTUREROFED DN ORAAINOS 1
uwYx er: Daum er:
Yli Y!1
95 1/2' MAX. FRAME WIDTH nm:
4'4'4'4, mna/'.
95 1/2" MAX. FRAME WIDTH 4" MAX. 19' MAX. O.C. 19 MAX. O.C. 4"MAX.
NAIL FlN 44 La�a�a� Ai A2
� � � � �
0 I 0 // J NAIL FIN AND
J ANCHORING OF NAIL FIN
FIN FASTENER WITHIN FRAME SCREWS WHERE N OPTIONAL& SHALL g
CLUSTER OF 5 NOT ACT AS A
FRAME SCREWS AT 3' OF CORNERS & I SHOWN. SEE 'FRAME I
= INTERLOCK STILE 4 1/2"MAX. O.C. ANCHOR REQUIREMENTS SUBSTITUTE FOR THE
� � I I FRAME ANCHORS =
ENDS. SEE 'FRAME SEE 'FRAME ANCHOR W TABLE'ON SHEET 1 SPECIFIED_ FIN MAY BE
= ANCHOR REQUIREMENTS = FOR REQUIREMENTS. REMOVED WHEN g
ww REQUIREMENTS TABLE"ON THIS w I I REQUIRED BY OPENING
TABLE' ON THIS SHEET FOR I I CONDITIONS
9 SHEET FOR REQUIREMENTS. w 16"MAX.
REQUIREMENTS. I I O.C.\—MAY INCREASE o
J TO 22" O.C.
o� o
iv oSnE WHEN FRAME F rn p
51 v 51 5 v 5 v WIDTH IS 72" OR
o, LESS. ¢ o 1i 6 i
rn I I
I I a of
En 3sa�
5" MAX.
"
EXTERIOR ELEVATION: EXTERIOR ELEVATION:
7—PANEL SLIDING PATIO DOOR 2—PANEL SLIDING PATIO DOOR
SCALE: 1/2" = 1'-O' ALLOWABLE DESIGN SCALE: 1/2" = 1'-D" z coo
(NAIL FIN MOUNT) PRESSURE (FRAME SCREW MOUq z zc(2-PANEL DOORS) g n
w za 6:;
MAX. MAX. ALLOWABLE
FRAME FRAME PRESSURE u) wa�dA
WIDTH HEIGHT (+/- PSF)
(IN.) (IN.) o n .Ro i
y� ug
N
96 96 35 �
95 82 45
PRESSURE SHOWN IN THIS TABLE3Zo �
IS FOR INSTALLATION CONDITIONS
ONLY. THE GOVERNING DESIGN 83'-d
ETRE ON THE LESSER DOORS OF THAT SHALL
BE THE SHOWN
IN THE INDIVIDUAL DOOR'S STATE
APPROVAL OR THAT SHOWN IN
THIS TABLE.
J: p r
• ;nla1. 1961 A
S111ET NO.
2 or 5
m-�. xrs
� m-
�
r..s
145 1/2" MAX. FRAME WIDTH
i.0 arli�fl.
145 1/2' MAX. FRAME WIDTH 4" 19' MAX. O.C. 4_ 19 MAX. 4.4.4.4.
---�-�-�-��
NAIL RN 4 4 MAX. q.C. 79" MAX. O.C. 4" MAX.
A3
5 �
5 G
-- --- - --- ---'�- MAX.
fffi
CLUSTER OF 5 J CLUSTER OF 4_/ FIN FASTENER WITHIN
FRAME SCREWS WHERE-
FRAME SCREWS AT FRAME SCREWS AT 3"OF CORNERS & NAIL FIN AND SHOWN. SEE "FRAME
= INTERLOCK STILE INTEGRAL MULLION 4 1/2" MAX. O.C. ANCHORING OF NAIL ANCHOR REQUIREMENTS f
w ENDS. SEE 'FRAME ENDS. SEE 'FRAME SEE "FRAME ANCHOR w FIN IS OPTIONAL& TABLE" ON SHEET 1
= ANCHOR ANCHOR REQUIREMENTS x SHALL NOT ACT AS A FOR REQUIREMENTS. $
w MAY INCREASEREQUIREMENTS REQUIREMENTS I TABLE"ON THIS SUBSTITUTE FOR THE
TABLE'ON THIS TABLE'ON THIS SHEET FOR �q I FRAME ANCHORS TO 22'0_C. E
w SHEET FOR SHEET FOR REQUIREMENTS. w I SPECIFIED. nN MAY BE WHEN FRAME
REQUIREMENTS. REQUIREMENTS. REMOVED WHEN WIDTH IS 72"OR 18" MAX_
' REQUIRED BY OPENING LESS. O.C.
CONDITIONS o
iv I OPPOSOE p
OPPOSE I
1 et 2 82 o FWN0
m 5 L
INTEGRAL 5 m 5 INTEGRAL i= o 0
MULLION I MULLION
1 a d I
wSN
= U2
a.
EXTERIOR ELEVATION: EXTERIOR ELEVATION:
3—PANEL SLIDING PATIO DOOR 3—PANEL SLIDING PATIO DOOR
SCALE: 1/2" = 1'-O" SCALE: 1/2"= 1'-0" i m
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) z zm
ALLOWABLE DESIGN PRESSURE cn(3-PANEL DOORS ONLY) w =,,dU. 2,
+35 —35 PSF w � s
PRESSURE SHOWN IN THIS TABLE IS o
FOR INSTALLATION CONDITIONS ONLY. J&
THE GOVERNING DESIGN PRESSURE ON 2 "
THE DOORS SHALL BE THE LESSER OF UM=fig
THAT SHOWN IN THE INDIVIDUAL DOOR'S ��S=
STATE APPROVAL OR THAT SHOWN IN
THIS TABLE. Ak ki11 a1F¢N
r�R
cc
C.:Y;'•Ct r �z• rw �n
Q No
• w � e it��. �.;
O 516 O. AEV.
1961 1 A
SHEET NO'
3 oP 5
0.GmN BY: LHECkFD B+1
191 1/2' MAX. FRAME WIDTH xrs xrs
NAIL FIN r4..,,�r4,�. '
4� 4 4 'I 1 5� mtsha
O
CLUSTER OF 5 CLUSTER OF 4 FIN FASTENER WITHIN
FRAME SCREWS AT FRAME SCREWS AT 3'OF CORNERS &
s INTERLOCK STILE INTEGRAL MULLION 4 1/2' MAX. O.C.
ENDS. SEE 'FRAME ENDS. SEE 'FRAME SEE "FRAME ANCHOR
x ANCHOR ANCHOR REQUIREMENTS
w REQUIREMENTS REQUIREMENTS ( TABLE' ON THIS ERIOR ELEVATION:
TABLE"ON THIS TABLE" ON THIS SHEET FOR 4—PANEL SLIDING PATIO DOOR
u SHEET FOR SHEET FOR REQUIREMENTS. SCALE: 1/2" = V-O' x
REQUIREMENTS. REQUIREMENTS_ (NAIL FIN MOUNT)
N j gPPOSRE
BI BI
5 INTEGRAL 5 0
MULLION o o m o
O Kw��
cOi
ALLOWABLE DESIGN PRESSURE
{4-PANEL ODORS ONLY)
FIN MOUNT + -25 PSf a.
191 7/2' MAX. FRAME WIDTH 5.
FRAME SCREW MOUNT -+ 30 PSF J
�p
PRESSURE SHOWN IN THIS TABLE I5 >
4- 4"4"4"4" I9"MAX. 4"4"4"4" 19' MAX. 4'4'4'4' FOR INSTALLATION CONDITIONS ONLY. t-
h�( 19'MAX. O.C. O.C. O.C, i9" MAX. O.C. 4 MAX' THE GOVERNING DESIGN PRESSURE ON ¢
��NAIL FIN -y�— — y =1V1� THE p00RS SHALL 17H£LESSER OF ° o
— — ——— —— THAT SHOWN IN THE INDIVIDUAL DOOR'S I
STATE APPROVAL OR THAT SHOWN IN 5'
5" MAX. THIS TABLE. i &1
-e
FRAME SCREWS WHERE vi wa gx;.
NAIL nN AND SHOWN. SEE FRAME j o Ra
ANCHORING OF NAIL ANCHOR REQUIREMENTS I N u �
<3 FIN IS OPIIONAL& TABLE"ON SHEET 1 hi M
SHALL NOT ACT AS A I FOR REQUIREMENTS. m
i SUBSTITUTE FOR THE MAY INCREASE
I FRAME ANCHORS TO 22" O.C. jti�a
I SPECIFIED. FIN MAY BE WHEN FRAME 16"MAX.
REMOVED WHEN WIDTH IS 72" OR $3
'¢ REQUIRED BY OPENING LESS. 0'C' '`A1T1 �t�8 s,- i
" I CONDITIONS I EXTERIOR ELEVATION: �4 YF'�^ 1....
j j OPPOSITE I 4—PANEL SUDING PATIO DOOR 4ti,s
rn2 I 82 I SCALE: 1/2"_ 1'-0"
(FRAME SCREW MOUNT) »U-V:;TW°i u m✓ro.'' %� !N�Z�
$INTEGRAL
Xa
MULLION wasdz
,F� }
L L
1961 A
a SHEET No.
4 of 5
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