HomeMy WebLinkAbout15-16045 . /
CITY OF ZEPHYRHILLS
5335-8TH STREET
'' ? (sispso-oo20 16 45
BUILDING PERMIT
PERMIT INFORMATION - LOCATION INFORMATION
Permit Number: 16045 Address: 6118 18TH ST
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0190-00000-0400
Improv. Cost: 1,230.38 OWNER INFORMATION
Date Issued: 3/04/2015 Name: PEARSON, PHYLLIS & JULIE
Total Fees: 67.50 Address: 6118 18TH ST
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
' Date Paid: 3/04/2015 Phone: (813)788-6665
'i Work Desc: REPLACE FRENCH DOOR
CONTRACTOR S APPLICATION FEES
L WE'S HOME CENTERS I BUILDI G FEE 67.50 ',
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Ins ections Re uired �
FOOTER 2ND R U H PLUMB MISC I U TI N CE LI G
' 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that �I
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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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\ CONTRACTOR SIGNA URE 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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Building Departinent '
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t'�=A
Date Received �- � ' ' �
Phone.Contact for Permittin �'6 t j Z- ' q - `3 9 fo S
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Owner's Name �i.�� i'e �e 13R 5 p�y Owner Phone Numbet �'l"3 '`�$$- (o�6 S
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Owne�'s Address �l 1 g /gTh S7' Z2Pl�y�r/!S FL 3� ��" p�er Phone Number
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Fee Stmple Titleholder Name � Owner Phone Numbej �
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Fee S(mple Titleholder Address C I
JOB ADDRESS 6 Z�S I $Tf, ST 'ZQP��'-Y��1!5 FL 3 3 SY Z LOT# Y�
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SUBDIVI�ION ZP.� �/L. _2..� PARCEL ID# ��-�b-z!-o i9e--o!voar> - u�oc��
I (OBTAINED FROM PROPERTY TAX NOTICE) '
i WORK P�20POSED e �NEW CONSTR B ADD/ALT Q ! SIGN Q I Q DEMOUSH i
IN81'ALL REPAIR ' j
� PROPOSED.U8E Q SFR Q COMM C] � OTHER '
TYPE OF CONSTRUCTION Q BLO��CK Q FRAME � j STEEL Q �
D�� i �
DESCRIF'TION OF WORK �r jAC2. I �� ,2 titNiT Siz.�.�.5:�7� I-L �2i� �`�
BUILDIN�SIZE I SQ FOOTAGE� � HEIGHT ;
�UILDING $ VALUATION OF TOTAL CbNSTRUCTION I
!230. �� ,
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[�]ELECTRICAL �� AMP SERVICE ! Q PROGf�ESS ENERGY Q W.R,E.C.
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C]PLUMBING $ ' � I �O�l�
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C]MECHANICAL $ VALUATION OF MECWANICAL.INSTALLATIONi
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' C]GAS Q ROC�FING Q SPECIALTY �] ; OTHER �
i FINISHEp FLOOR ELEVATIONS �� FLOOD ZONE AREA i QYES NO
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BUILDEFt Y e, e
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SIGNATtIRE REGISTERED ' Y/ N FEE CURRE� �Y/
Address D �O`� O �I� Q�'�-�A��<' � 3;`�"�7 y Licens�# �.�oG .S(� � I
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ELECTRICIAN COMPANY I
51GNATURE REGISTERED Y I N FEE CURREt� Y I N
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Address �— ; License# �
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PLUMBER COMPANY �
SIGNATURE REGISTERED � Y/ N FEE CURRE� Y/N
Address Llcense#
MECHA�BICAL COMPANY
SIGNATIIRE REGISTERED � Y/ N FE i CUFiRE� Y/N
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Address � Ucens�# I
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OTHER COMPANY � i
31GNATlIRE REGISTERED . Y/ N FEE CURRE� Y I N
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Address � Licens$#
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FtESIDENTIAL Attach(2)Plot Plans;(2)sets of Bulld(ng Plans;(1)set of Energy Forms;R-O-W Permit for(��ew constructlon,
Minimum ten(10)working da�ys after submittal date. Requfred onsite,�ConstrucUon Plans,Stormwater Plans w/Siit Fence installed,
Sanitary.FaGllUes 81 dumpster;Site Work Permit for subdivlslonsAarge proJects �
- COMMERC.IAL._-Attach_(3)_camplete sets of Bvildtng Plans I�us a Life Safety_Page;(1)set of Energy Forms�R-O-W Permit for new wnsUuctfon.
Mlnlmum ten(10)working da�ys after submlttal date. Requlred onsit�e�onst�uoffon Pians;Stormwaier Ylans w/Silt�Fence-instailed; --� - - -
Sanitary Facilltl�s 8�1 dumpster.Site Work Permlt for all new projects.All commerclal requi�ements must meet compllance
SIGN PERMIT Attach(2)sets of Englneered Plans. �
""'PROPERTY SURVEY requlred for all NEW construcUon. '
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Dlrections:
FIII out applfcatlon completely. ;
Owner&Contractor sign back of app8catlon,notarized ! �
If over 52500,a Notice of Commencement Is requlred. (AIC upgrades over 57500) i
•' Agent(for the contractor)or Power of Attomey(for the owner)would be someone wlth notarized lettar froni owner authorizing same
OVER TFIE COUNTER PERMITTING (Front of Appllcatlon Only) ;
Reroofs If sh(ngles Sewers Serv(ce Upgrades A/C Fences(Plot/Survey/Footage) ;
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Drlveways-Not over Counter If on public roedways..needs ROW �
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NOTICEc OF DEED RESTRICTIONS: The undersigned,undersfands that thfs perrntt may,be sub}ect to"deed" restrlc#Jans"
which may be more restrictive than County regulations.�Th;e understgned assumes cesponsiblliEy for compliance w(th any
applicable deed restrlctions. ' � "
UNLIC�NSED Gt?NTRI�CTORS AND CONTEiACTOR RESPONSIBILITIES: If the c�wner has hired a confrackor or
contrac4ars to undertake work, they m�y be requlred ta jbe licensed in accordance wi#h ��tate and�iocal regulations. If thr�
cantracior 1s not licensed as requiredjby law, both the;owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended cantractor are uncer#ain as to what licensing raquirements may appiy for th�
in#ended work, they are advised to coritact the Pasco C'�uhty BuilcSing inspection Divislata—Liaensing Sectfo� at ?27-847-
8009. Furfhermore, if the owner ha� hired a cantractor ar contractars, he is advise�� to have the contractor{s) slgn
partion� af the "contrac#ar Block" of tt�fs appllcatlon #arjwhlch they will be responsible. If you, as Qhe owner slgn as tho
contractar, that may be an Indication that he is not properl'y Iicensed and !s not entitled�to permitting privileges In Pasco
Cour�ty. • � � .
TRANSPORTATION IMPACT/UTIUTIES IMpACT AND RESOURCE RECOVERY FEE,S: The undersigned undersfands
fhat Transportafion Impact Fees and Recourse Recovery Fees may apply ta the constructian af new buildEngs, change c►f
use in �xisting buildings, or expansian of existing buildings, as specified in Pasco Cour�ty Ordfnanee number 89=07'and _
90-07, as amended. The underslgne� also understands, that such fees, as may be due, wi!! be (dentified at tt�e time of
permitting. !t is further understood #hat Transporkation,lmpact Fees and Resource Recovery Fees must be paid prior to
receiving a °certificate of oocupancy° or flnal power release. If the project does not irn�alve a certificate of occupancy or
final power release, the fees must bei paid prior to permit.issuance. �u�thermore, if PGisco County Water/Sewer Impact
fees are due,.they must be paid prior to perm(t issuance;in accordance wi#h applicable Ps�sco County ordinances.
C+DNSYRUCTiON LiEN LAW(Chapter 713, Florida Statutes, as amended): if valuati�m of work is$2,500.00 or more, I
certify fhat;1, fhe applicant, have.been provided wiEh a copy o€ the "Fiorida Gonsti�uct(on Lien Law--Homeowner's
Protection Gutde° prepa�ed by the Fioclda Department;of Agriculture and Gansumer Affairs. I#the appliaant ls someane
other khan the°ouvner", ! certify that I laave obtained a copy of the above described dacument and promise in good faith,to
deliver!t to the°owne�°prior to comm�ncement. I '
CONTFtACTOR'S/OWNER`S AFFIDAVIT: I cer#1fy that all�the information in fhis applic�ation is accurate and that alFwork
wiil be done in campiiance with all appficabie laws reguiating cansfruction, zoning and lanc# developmenf. Application is
h�reby made to abtain a perml# to �do work and installation as Indlcated. t cer#�fy-that na work or Instaila#�on has
cammenced prior to issuance of a p�rmlt and that all)work wifi be perfarmsd Eo mee� standards of a!{ laws regulating
construction, County and Ciky aodes; zoning regulations, and land development regulations in the Jurisdlction. ! al'so
certify khak I understa�d that the regu�ations of ottier gqve�nment agencies may apply t�� the intended work, and'that i# is
my responsibility#o identify what actio s I must take to be in compllance. Such agenc(e.; include but are not limited to:
- Departmenf of Environm�ntal Protecfian-Cypress Bayheads, Wetland Are��s and Enviranmentaiiy Sensitive
Lands,Water/Wasfewater Treatment. �
- Southwest Florida Wat�r Management` DistrEct-We!!s, ;Cyptess Bayh�vads, Wetiand Areas, Altering
Watercourses.
- Army Garps of Englneers=Seawails, Docks,;Navlgable Waterways.
- Department of Health &�Rehabilitative Services/Environmentaf Health Uriit-Wells, Wastewater Treatment,
Septic Tanks. ;
- US Environmentai P�otec�ion Agency-Asbestos abatement. � �
- Federal Aviatlon Autharity,-Runways.
1 understand that the foilowing restrictlons apply to the use af fll:� •
- Use af fl!! ls not allowed irt Flood Zone uV"unless expressly;permitted.
- If the flll materia) is to be used in Flood Zone "A", it (s understood th��t a drainage plan addressing a
"compensating volume° �►ill be submitted at fime of:permifting which is pre,pared by a professionai engineer
((censed by the State of Florida ;
- 1f the fili maferiai is to be used in Fiaad Zone "AA in connection with a permitted building using stem w�li
canstruction, i certify that�fill wIH be used orily ta fiii the area,with{n the stem wa1f.
- If �il mateciai is to be used In any area,� ! certify that use of such fill tiv311 nat adversely affect adJacent
praperkles. !#use of fill is found to adversely affect�adJacent properties, the� owner may be'cited for violating
the condltions of the buil�ing permit issued under #he aftached permit applicatfon, for lats less than one�(1)
acre which are etevated �y fill, an eng(neered drainage plan is requSred.
If I am fhe AGENT FOR THE t3WNE�t, 1 pramise in good faifh fo infarm the owner of tha permltting candfitions set forth in
this affiidavit prior ta commencing co�strucflon. I understand fhat a separate permlt m:ay be required for efectrlcai work,
' plumb€ng, signs, weEls, poois, air conditivning, gas, or other fnstallatians not speci�cally included in the application. A
permit issued sha!! be canstrued to be a !(cense to pro;ceed with the work and not as authority to.vialate, cancel, alter, or
set aside any provisions of the technlca! codes, nor shall issuance of a permit prevent tl�e Building Official from thereafter
requiring a correction of errors in plaris, construction or,'vialations of any codes. Every F�ermit (ssued;shall become (nvatid
unfess the work authorized by such permlf is commen�ced wifhin six mon#hs of permit Issuance, or if work au#horized by
fhe permit is suspended:or abaneione�i for a period of six (6) months after the time the r��ork is commenced. An extenslan
may be �equesfed, 3n writ'rng, fram tt�e Building Offlcia� far a pe�iod not ta exceed ninety (9Q) days and wi11 demonstrafe
)ust�ffabie cause#or the.,extensian. If watk ceases far ninety(90)consecutive days, th�Job is consEdered abandoned.
WAR�IING TO OWNER: YO.UR FA;�ILURE TO RECORD A NCITICE OF COMMENCEMENT M�Y.RESULT IN YOIllR
PAYIMG TWICE FOR IMPROVEME�iTS TO YOUR PF�'OPERTY. IF YOU�INTEND TO.`QBTAIN FBNANCtNG, CCINSULT
v` - "WlTH YC>UR EENDER G�R=AN A'TYQRiVEY BEF(3RE 6�ECORDING YC3Eda3 hl�TiCE OF��-.�t3MMENCEMENT
Fc.a�zioa;�vwar{F.s. ��7:o�a , - � : _ _ - _ -
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!OWNER OR AGENT I } C�ONTRACTOR
Subscrtbed and swom fo{ar af�rmed)befare me this Subscrfbed and swom to(ar afflrmed)be(ore me tf�is
by_ ; i by
Who Islare personally known to me or haslhave produced � Who(s/are personally known to me o�'haslhave produced
as Identlt�ca�on. as(dentificatlon.
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I Notary Public , � Notary Pubitc
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Comm3ss(on Na. I , Gommisslan No.
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Name ai Notary typed,printed or sfamped Name at Notary typed,printed'ar stam�ped
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� City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
ContractorlHomeowner: � ����
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P-�-.._...�
Date Received: ��?��� �� "� ��
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slt8: ��! �/ `..'
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Perrnit Type: �'/�'lL':.�'� d��� � ;
� Approved wlno comment • Appraved wlthe belaw comments: ❑ Denied wlthe below comments: ❑
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This comment sheet sh kept with the permit andlor plans.
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Kalvin wi zer 1 s Examiner Date Cantractor and/or Homeawner
{Required when comments are present}
� sTaRE caPv
�,, � lNSTALLATION SERVICES CUSTOMER C(3N3'RACT-MWORK•INTIEXTIPATIO DOC3R
� ' ' LOWE'S C?F ZEPHYRHi�LS,Fi.,S74ftE#T854 STt}RE PHONE:(813}838-9000
a � 921 GA[.L BOU�EVARD SALESPERSON:KENNETH tV�ALL.EY
Z�P�iYRNlL�S, FL 35541 SAL�SFERSON iD:1832398
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Document Print Date:02/11/2015
This is only a Quote tor the merchandise and services printed below.This becomes an agreerr�ent upon payment and issuan�e af a Lowe's receig#,npon which the entire agree-
ment,inc(uding the speci6caily completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s) of l.owe's receipt, and any
other addenda or attachments here#o,shaft be referrecf ta herein as this°Contract.° ,
PLEASE READ 1'NlS ENTlRE DOCIlMENT 1NC�Ul71NG THE°TERMB ANCf CC)NDl7lC1NS"BEFORE SlGNtNG
L��e's R�gzs:�.�ar,�r.�o�7ra_eio�r_License_Number-J L-owes-GantractorName--^�"'—'--"-- J^—
Fiorida Contrac#or�icertse Number CGCi508417
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^ Customer Rtame Home Phone
o s JU�.tE PEARSC?N 813-788-6665
� O Customer Address � Other Phone
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M 6i 1818'fH ST
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M eity �Ea#e/Province Zip/Postal Code
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� � �� ZEPHYRHiLLS FL 33542
t��. lnsta(la#ian Address -
L T 611818TH ST
o � � instaiiation City Installation State/Province Installation Zip/Postal Code
� ZEPHYRHiE.�.S FL 33542
' �• MERCHANDISE AND INSTALLATIaN SUMMARY
, MERCHANDISE SUMMARY ___.�_._—_ .-----.------ - ---T--
96940:50i SRLEPOSN6:STK: 5-0 RB STL FCN 15LT LEP OS RH NBM:5-0 RB STL FCH 15LT LEP OS RH NBM:JELD-WEN,MlLLWQRK MA�TERS-
KNC�X-QTY 1
209626:02�18: STK: PVC LATf(CE 8-FT: E'VC LATTICE 8-Fi�: EASi"COAST MILLW4RK DISTRIBUTI-QTY 3
287055: 883351 Q70614:STK.: KW SN COMBO 8GL GAMERON SMT: KVI/SN CQMBO 5GL CAMERON SMT:KWlKSET-Q1Y 1
� 525447: 1833496:STK:9 OZ PWER GRR A!L-?!�P��(","«.Lv�'��j : �uZ r-vv�n Gr��t A�L-PRPSE(MILLWRK): HElVKEL CORPORATION-QTY 1
� Materials Price $ �?3.3�
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> Store 1854 Project No_432458$26 for JU�IE PEARS�N ?��P ? �f?
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STORE COPY
� � INSTALLA,TION DESCRfP?ION
M
a Stock ar SOS: Stock Door Type: Patio
Select Location: Back Door Select New Door:Hinged 1�rench
Number of Doors#o insta(1: 1 Side Lights ar Transoms: No
Hidden Damage Description :None Number ot adc�itionaf holes bored for accessories:Norte
install Specialized Mortise Hardware: (Vo Lead Safe Practices: No
Totai Linear Feet of Custom Trim#a be Installed:0 Detiver Dt�or: Na
Customer Understands Scope af the Project:Yes Permi#Required :Yes
U1►ha 1N�!!Q�taia �'��^�it,:Th�r��ai y__�.__ _—.w------- -Fermit�ee:-Yes----- _ _._ —
T Additional Miles Traveled over 20:0 8ring !Jp 7o Code Description : None
�.ocal Disposal Fee:Yes describe dther k�lork Needed: None
� Comments: lnsiali French Patio Doar
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o Labor Charges $ 652.00
� Detail Deduction -$ 35.0
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� �� Additiona! Specifications: .
L (�.�tation: �owe's will not make structural rnodifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prap-
a erty is governed by Historic Qis#rict Reg�iations.
.`� Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renavate Righf.• Important Lead Hazard lnfdrmation for Familes,
Child Care Providers arrd Schools By signing if�is Contract, Customer ac�cnflwiedges having received a copy of this parrriphlet 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. �
PNt3T0 RELEASE: Customer grants tQ l.ouve's and t�av+re's emplt�yees and indepenclent contractors the right#o taKe photograg�s of the Premises where In-
stallation Services wii( be performed and ait work performed at the Premises related to this Contract, and irrevocabEy grants to Lowe`s all right, title, interest in
� and to the photqgraphs for us�in all markets and media,worldwide, in perpetuity. Customer authorizes Lawe's to��rri ht,use_aacLpub.lish�he.phoiograpbs-ir�—---
----prir_�.�andl_or_electr-or�ical�y,-and-agr�es tfta�-Lowe'smay-use such pfiotogra� s ar an� aw�l purpose, irtc{uding, but not limited ta, marketing, advertising. Publi-
city, illustration, training�and Web conten#.By initialirzg here, Customer agrees to the foregoing. [Customer to initial to ihe 1eft].
' �lOTICE Tt3 CUST{}MER - PRICE CALCULATE4NS: (r� order to proper�y perForm the instaliatian vf certain Goods, the Cantract Price may inc4ude mare
' GoarJs than actually will be installed based on the measured square footage of the Praject Area. As a resul#, the parties agre�that the lump-sum Price stated in
this Contract is calculated upon both the valus ot the est'smated Goods required to fulfi!! the Gontract (including waste), which may exceed the actua! square
foo#age of the Project Area, anct the labar which may be estirna#ed 6ased on the amount of Goods required to fu(fill the contract (inctuding wastel. By signing
„ this Contract belaw; il�gtnmpr���;nM;,,�oM��s:$i,cij�i vi t��s i��fice�nd agrees and unaerstands that tne Price incfudes these costs which may not be refunded �
� � once the lrtstaflation Services are performed..
v NOTICE dF ARI3I7'!?ATlG�.R��aFr�E",R�lL"`0'
,,.a This C�r�iract provides Fhat aH claims by Customer or Lowe's wi1!be resotved by BlNDING AR81TFiATlON. Custorner and Lawe's GiVE 11P THE RIGHT 7Q GO
— Ta C{}URT to enforce this Cantract(EXCEPT for matters thaf may be taken to SMALI.CLAIMS COURT). Lowe's and Customer's rights will be determined by
V
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n Store 1854 Prqject No.432458826 for JULIE PEARSON Paae 2 Qf?
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STORE CQPY
� • a NEUTRAL ARBiTRATt7R and N4T a judge or jury. L.owe`s and Customer are entitled fo a FAiFi HEARIN . But fhe arbitratian procedures are SIMPLER AND
� MORE LfMlTED THAN RLILES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED R�-
�' VlEW 8Y A CUURT.Ft�R N10RE DETAILS: Review the section titled ARB1TFtATIC}N AGREEME�T,1NAiVER{�F JURY TFt4AL AND 1NA�VER OF C1ASS AC-
a TtfJN ADJUDICATION found in the Terms and Conditians of this Gantract.
TOTAL.. GHARGES �JF ALL MERCi-IAND{SE AND SERViCES •�ereapplicable
SUB-TOTAi. $1230.3
�S!1;A � V.V
----- _--__ . --- - — -- -.._`_ DELtV�RY -- $ O.fl
ORDER TOTAL $1230.3
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BALANCE DUE
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� Work is to commence upon reasanable availablity of Gontractar which is anticipated to be�� �/� r�,��� J fill in date]-
M Estimated campietion date is�.� s r� _ S�fil in clate].
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Y NQTtCE TO CUSTCIMER
aAfi items listed in this contract and specificatic�n sY�eet{s) are to be ins#allecE under conditions agreed upon a#time of purchase and at the price appearing
� on this con�ract forrn.This assumes sound existing substructures, superstructure and poinfs of attachments. Extra ta6or or materiai incident to instaltatian
�.- necessitated by defective substrucfures, superstructure, points of aftachment, ar the rrroving of fixtures or appliances to be billed at extra cost ta custom-
er. �Q N4T SiGN THIS CC}�i'FRACT tlNTi�CONIPLETE AND YOU HAVE R�AD THE TERMS AND CC}NDlT10NS 4F THIS CONTRACT. BY SIGNING
• BEi�OW, Y�U ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERS7AND AND AGFiEE 7'O THE TERMS AND CONDITI(JNS SET FORTH ON
THIS CONTRAC7.YOU ARE ENTITLED TO A COPY QF THlS CONTRACT AT THE TlME OF SIGNATURE.
NOTtCE TO QWNER:-ACCORDING TO FLORIDA'S CONSTRUCTlON LtEN LA1N (SECTIONS 713.OQ1- 713.3?, FL,ORIDA
' STATUTES), THOSE 1NH0 V4l4RK QN YOUR PRQP�RTY QE�._P_B4V1D��RtALS-AN!}-SE�U-IGES-�ND-AR�E--�OT -- ----
�FrA1D7�V-FClt;CH�tVE-A�RiGF1T TQ ENF4RCE THEiR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THiS CLAIM iS
KNOWN AS A CONSTRUCTION L1EN. IF YOUR CCINTRACTdR OR A SUBCONTRACTOR FAlL.S TQ PAY SUBC4N-
TRACTC3RS, SUB-SUBCONTRACT4RS, t3R NtATER1AL SUPP�tERS, THQSE PEOPLE WHO ARE t31NED 311It3NEY MAY
LOOK TO YCIUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YqUR CONTRACTOR IN FULL. IF
YCtU FAI� TO PAY YOUR C{�Ni'RACTOR, Yt)UR CflNTRACTQR �!!AY A�SO NAVE A L.IEN C3N YOUR PR{)PERTY. THIS
,� MEANS IF A �1�N IS F��Fn vnirlR DQVD`�TV ��vi..v o� jv�u Hui►iiv�i YVUti VIIILL 1V I�AY NU�{ LABC�R, N�b7ERl-
�: � ALS, flR QTHER SERVICE� Tt-1AT YC3UR CQNTRACT4R OR A SUBC�NT�ACT(}R MAY HAVE FA[�ED Tt} PAY. Tfl
� PROTECT YCIURSELF� YOIJ S�"�d��� STID�,I�,,Q��C !R! TH�� ��L�����T THA� �SC�I�t�' C J�1,�1 T P�►ifPViE�i iS iWi,�iDt, YOiJR
�, CQNTRACTOR !S REQUlRED TO RRC1ViDE YOU WtTH A WRITTEN RELEASE QF �tEN FROM ANY PERSQN OR GOiltl-
•,- PANY 'T'NAT HAS PROVIDED TD Y4U A "NOTICE TC� OWNER." FLORIDA`S CONSTRUCTION LtEN LAW IS COMPLEX,
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,n Store 1854 Project No_432458826 for JULIE PEARSON Page 3 of 7
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�E?oor Betail Sp�cifr�ai�ions Flease provide drawing from onsit�using g Info on right
Nate ttttetku 1 Exterlar utew
1nt�. �� 3x«f L-�e}tHa-ntl-�RlghtHsnd
Stbrie: $.� Date: �""S-20/5 3X3 � Inswing�/�..���
Gusfomer: .�l�� !��-Sa•rJ � „ r„ . Po� �x� out�na�--��
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Custom�r phone#: snde,�x=ACtive,f2�lnac!!ve
• ��t� 3X3
� fttstaller.
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o customer must be harrte�ar�nsta�tation �q,r vQ�; 1���
°� Custotner ta appEy fnish(paint f stain) G�kRt�G� ��r�t -sv��$fn�st,�� �� 1?� w�/f
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� Door units io measure-ane doorper raw- Ai!msasursments must be in inches Aaugh 0 ening untt slze
� Patio– Patio– Prehung Locatian Jamb
Ca Storm Entry Slde6gAt 7raasam Swing Slidar lntarior arSlab Comment VYdth Height Width Fteight Qepth
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Florida Building Code Online Page 1 of 2
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� ;,n���E Product Approval
�t.• USER:Publrc User
Producf Anaroval Menu>Produc[orAOplicatlon Searrh>Aan/ication List>App/icatlon DeW!/
FL# FL12509-R2
Application Type Revision
Code Version 2010
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 JELD-WEN
Address/Phone/Email 3737 Lakeport elvd
Klamath Falls, OR 97601
(800)535-3936
fbc@jeld-wen.com
Authorized Signature Gary Rollinson ���E�,x
���f�/
fbc@jeld-wen.com �f7,�� �+. �F%��,
,r'�� d
iJ� �r�,. �
�- LI -�a„ �
Technical Representative JELD-WEN Corporate Custom�r5��i,Eev��, ���'7�'�;,��/�-�-�.!����
Address/Phone/Email Klem th Falls,tOR 97601 y�������1� �" _`
(800)535-3936 ��
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category
Exterior poors �.��,��'��-�i T���1, _
Subcategory Swinging Exterior poor Assembl��5'..ECi ��j,�� �I,Y�,���,
��;�� ��AI-'a�������'oTG .�'
�`=��r?�A 7 -81�+7
Compliance Method Certification Mark or Listing "���;S �A�
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
ASTM-E330 z002
ASTM-E331 2000
TAS-202 1994
Equivalence of Product Standards
Certified ey
I
ProductApproval Method Method i Option A �
Date Submitted 09/13/2012
Date Validated 09/30/2012
Date Pending FBC Approval
Date Approved 10/04/2012
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty 8UaHdN... 7/8/2014
Florida Building Code Online Page 2 of 2
�
, .
_..__...__.._.. .._.. ------ ---.. _._.__.. _.. ..__._.._...----.. .._.. ..�....----..._..�_.. .._...------._...._.. ..�_._....----.._..---___....---._.. .._..._....----.. ---
`Summary of Products I
FL# Model,Number or Name Description !
i 12509.1 Gladiator/Finishield 12'-0"x 6'-8'; Glazed,Stee% Wood Edge, Inswing Door System :
with and without Sidelites '
i
�Limits of Use Certification Agency Certificate !
Approved for use in HVHZ:Yes FL12509 R2 C CAC NI009861-R2.odf '
� Approved for use outside HVHZ: Yes Qua/ity Assurance Contract Expiration Date t
Impact Resistant:No 10/3i/20i6
; Design Pressure: +45/-45 Insta//ation Instructions �
i Other:Product Can Be Installed In The X, OX/XO, OXO,XX, FL12509 R2 II JW192008.adf �
;OXX/XXO, and OXXO Configurations Per Installation Instructions Verified By:He�mes F. Norero, PE FL PE#73778 i
Created by Independent Third Party: Yes ;
; Evaluation Reports '
j FL12509 R2 AE PER2166 SS.pdf �
i Created by Independent Third Party: Yes �
�
i 12509.2 Gladiator/Finishield 12'-0"x 6'-8", G/azed,Stee% Wood Edge,Inswing Door System i
� with and without Sidelites
�Limits of Use Certification Agency Certificate �
Approved for use in HVHZ: Yes FL12509 R2 C CAC N7009861-R2.Ddf
Approved for use outside HVHZ: Yes Qua/ity Assurance Contract Expiration Date �
Impact Resistant:No 10/31/2016 f
Design Pressure: +55/-55 Instal/ation Instructions
� Other:Product Can Be Installed In The X, OX/XO, OXO,XX, FL22509 R2 77 JW192008.pdf ':
j OXX/XXO,and OXXO Configurations Pe�Installation Instructions; Verified ey:Hermes F. Norero, PE FL PE#73778 '
;and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes I
� Evaluation Reports �
; FL12509 R2 AE PER2166 SS.odf �
i Created by Independent Third Party: Yes I
�12509.3 Gladiator/Finishield 12'-0"x 6'-8'; G/azed,Stee% Wood Edge, Outswing Door System
i with and without Sidelites
�
�Limits of Use CertiFication Agency Certificate '
� Approved for use in HVNZ:Yes FL12509 R2 C CAC N7009861-R2.pdf f
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j
i Impact Resistant:No 10/31/2016 �
� Design Pressure: +45/-45 Instal/ation Instructions
( Othe�:Product Can Be Installed In The X, OX/XO, OXO,XX, FL22509 R2 II JW122008.pdf �
�OXX/XXO, and OXXO Configurations Per Installation Instructions Verified By:Hermes F. Norero, PE FL PE#73778 �
� Created by Independent Third Party: Yes �
Evaluation Reports j
FL12509 R2 AE PER2167 SS.odf �
Created by Independent Third Party: Yes !
':12509.4 Gladiator/Finishield 12'-0"x 6'-8", Glazed,Stee/, Wood Edge, Outswing Door System I
� with and without Side/ites ;
I Limits of Use Certification Agency Certificate
; Approved for use in NVHZ:Yes FL12509 R2 C CAC N7009861-R2.odf i
; Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date �
i Impact Resistant:No 10/31/2016 �
j Design Pressure: +55/-55 Instal/ation Instructions i
� Other:Product Can Be Installed In The X, OX/XO, OXO,XX, FL12509 R2 II JW122008.pdf
1 OXX/XXO,and OXXO Configurations Per Installation Instructions; Verified By:He�mes F. Norero, PE FL PE#73778 I
'and Must 8e Instalfed With Surface Bolts. Created by Independent Third Party: Yes
� Evaluation Reports ;
� FL12509 R2 AE PER2167 SS.pdf f
': Created by lndependent Third Party: Yes ;
1..._._......._..---__..._......................---------._.............._...._._.........__...----....._....._... -----._..�,.__-------------_.........._ ---____......__--------------__-------____._....._.._._..._�
. �
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8UaHdN... 7/8/2014
MATERIAL PROTECTIQN
7-� 7. ALL U�TGH/LOCK AND HINGE HARDWARE �qg 717'NAX OVERALL FRAME Lti9DTH
��NO TO BE OF CORROSION RESISTANT MnTERIAL _ �
OR CORROSION RESIS7ANT COATED. 37��4�MAX �p
37 1;�1•hL45(. 74'MAX. FRFN,tE W107H �
GLADIATOR;FINISHIELD GLAZED WOQD EDGE 2. ANCHORING COMPONENTS MUST M[ET THE `FRANe WIDTH� DOUBLE FRnME WIDTti 35 314"MAX. j �
12-Oxfr80UTSWING STEEL DOOR SYSTEM CORROSION RESISTANT STRNDARDS AS 35 314'MAX. 72 114^MAX. � PANEL WIDTH � O
IDENTIFIE�IN THE FBC. PANEL WIDTH DOUBLE PANEIN!IDTN
ENEHAL NOTES SEE DETAIL A � � ��
1, THE PRODUCT SHOWN NEREIN{5 DESIGNED TO COMPLY WITH SHEET 6 Z 0.�m
THE CURRENT FLORIDA BUILDING COOE(FBC)BASED ON THE 'OTE 6 OTE 6 Z W ��
SIGNED AND SEALED DATE.INCLUDING HVHZ AND HAS dEEN I f w .j =�p
EVALUATED IN ACCORDANCE WITH TAS 202-9G AND AST�,1 I
E331-OD AND ASTM E33IW2 I � � ¢`t
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED �21 tiE' �21 118° 21 118" �2���8' ��
PROPERLY TO TRANSFER LOAOS TO THE STRUCTURE. NOTES: i Mp�C MA�� �ax. MAX. p � �j r J 2
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED �.All VIEWS FROM EXTERIOR. W D.L.O.J D.�.O. �D.L O. D.L.O. � C7 � � Y�'
AS SHOWN ON OETAILS.ANCHGR EMBEDMENT TO BASE �j � WIDTH
2-h1ULL POSTS&DOUBLE BACK = �NIDTN DTH WID � _
MATERIAL SHAIL BE BEYOND V dA Lt D R E S S I N G O P.S T U C C O. � �
n. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS RRE INTERCHANGEABLE. �
(SEE OPTIONAL CROSS SECTIONS) Ad 26 � Z
5. FLORIOA APPROVED IMPACT RESISTANCE SHUTTERS ARE 3-SURFACE 80LT NOT REQUIRED FOR � m a
REQUIP.£D FOR DOORS AND SIDELITES. APpLICATIONS REQUIRING DP-SS OR � �
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLHZING, LESS. A J � ~
INCLUDING OVALS,SUNBURST AND ROUN0.TOPS.ALSO q_MASONRY AND CONCREfE INSTAL- � 7 NOTE 4 � �
INCLUOED ARE INTERNAL AND EXTERNAL GRID,BLINDS /C.� NOTE
BETWEEN GLASS,EXTERNAL UVROUGHT IRON AND O[CO. �TION DETAILS. � N
5-POSITION AND NUMBER OF � \ 2$ �lq�E � `n
7.SCALE BASED ON 11 x17 SHEET SIZE. x, NOTE 2 � �� Z
ANCHORS IN HINGE JAMB,LATCH ,�N O T E / � ��p O
8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR 81�ELITE JAMB VJILL BE \ / � w q w a
GREATER. THE SAME REGARDLE55 OF ROUGH � y g� d �w r J
O?ENING TYPE. FOR HORIZONTAL Z 0 N w
CROSS SECTION IN 7X BUCK OPTION � �w�
IN MASOURY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED o O� m U
. SHEET 6 FOR pcTA1LS. \\\
6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION�N ASTRAGAL ¢�� y �
DOOR LEAF CONSTRUCTION: y OTE 4 � NOTE 4 gL-BACK �� y
FACE SHEETS:THE FRCE SHEETS ARE GLUED TO THE CARE AND MASONRY;CONCRETE, SEE SHEET 6 FOR SURFACE BOLT � S O e
5UBSTRATE WITH LMC ADHESIVE. D ETAILS. SEE NQTE 3 SEE DETAIL B �AMB MULL P6ST � ¢
MUIL POST
CORE DESIGN:THE CORE CONSISTS OF 1-7.25 POUND OEYSITY SNEET 6 OUAD UNIT iOXXO) o� �
EXPANED POLYSTYRENE(EPS). SCALE:1/2'=1'-0" a a
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTS�I;ING NON-IMPACTj
FROM lW0 SNEETS OF 25-GAUGE(.018'MINI�IUA1)GALVANIZEO DESIGN PRESSURE RATING �>
STEEL.THE FACE SHEETS ARE BENT 90°OVGR THE'I.6d&'X 1.0' �'WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION � 3 m
LVL(LAMiNATED VENEER Ll1M6ER)STILES AND TOP R.41L.THE REQUIREA9ENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED W Z
AVERAGE MIN YIELD STRENG7H OF 25 GA SHEET STEEL SKiN IS WITNOUT w��H WITHOUT WITHOUT �`�TH ��W m W
3$.400 psi.THE 1.688'X1,203'BOTTO;d RAII CONSISTS OF SURFACE BOLTS Sl1RFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE 80LTS J Z��m
ROLLEC-FORMED GALVANIZED 25-GAUGE{.019"MINI"fUM)STEEL. q
TtiE WOOD LOCK BLOCK IS 1.689°X 31f8°X 12" POSITIVE +45 °�+55 +30 POSITNE +45 �W�Z~`°
FRAME CONSTi2UCTION:THE FftAME JAMBS&H[AO ARE +55 LL�, w=y Z
CONS7RUCTED OF WOOD.7FiE SILL IS COMPRISED OF A NEGATIVE d5 -55 -45 NEGATIVE �$ -55 a?�v�,�-�
�roWx>
NAN-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUN TABLE 1 �p a a��
CLADDING.CORNERS ARE COPED,BUTTED,8 SEALED USlNG TABLE OF CONTENTS f.s"'
SILICONE. THE HEAD AND SIDE JAPSBS ARE FASTENED USING NOTE:UNIT SHALI BE INSTALLE�AT LOCATION PROTECTEO BY OVERHANG SUCH THAT OVERHANG(OH} ' �
FOUR 16 GA.7l16'X 2'STAPLES PER CORNER.THE SILL ANO SIQE SHT# DESCRIPTION RATIO=OH LENGTH(OH HEIGHT{S EQUAL TO,OR GREATER TNAN,1.0 �°.� c o�
JAF.IBS ARE FASTENED USING THREE 16 GA.711 fi'X 2'STAPLES TY'P.ELEVATIONS 8 GENERAI NOTES � `�'°~
PER CORfJER.THE VERTICAL SOLID MULLION IS FASTENED TYP AL ELEVATIO'S ��a
Digitally signed by Hertnes F Norero,P.E. m �`O�
THROUGN THE HEAD&SILL USING THREE kAX2-172'SCRE4MS PER TYPICAL ELEVATIONS t�t������lr�
END.A 318'HOLE IS DRILLED AT Thl[CENTER OF THE FR/1ME FiEA� TYPICAI EIEVATIONS ```��� S F J�' �i���Reasort:l am approving this document �
AND THRESHOLD VUHERE A METAL STRIKE PLAT[IS FAS7ENED VERTICAL CROSS SECTIONS 8 B.O.M. � �� y�r0 .9ace:2072.09.27 17:53:55-04'DD' V �¢z
USING TWO#o X 1 1I2'SCREWS TO RECEIVE THE TOP AND VERTICAI CROSS SECTIONS �OH ttNCTN�
E307'70M ASTRAGAL 60LT. EACH FIXED PANEL IS SECURED INTO � HOF?IZONTAI CROSS SECTIONS � � �^�`� 8;72108
�S HORIZONTAL CRQSS SECT NS � �'•,� ��•,'-p� '' >�t�.AS NOTED
THE FRAb7E USING FOUR 16 GA.7/if,"X 2'LONG STAPLES PER �/ - HERMES F.NORERO
STILE FASTENED THROUGH TNE JA1dQS.ALL MUlL1aN JOIhERY 8 ANCHQRING LOCATIONS 8 DETAILS I Y �a ; 7 _
1 ANCHORING LOCATtONS&DETAILS \ = * ':°��.~�� •= * FLORIDA P.E.N0.73T78 s�x nv. WBD
THE FIXE6?ANElS i FRAME JOI(vERY ARE SEAL.ED 0.T THE 7 ANCHORING LOCATIONS \ p� '� ���� :�� 3�E.D SU'RE 338 H BLVD. �t.K�': S.FREY
EMERIOR USING 715�J SILICONE. a� � O �;:' � ` eH.•a�ner.o:
UNIT COMPONENTS 8 DETAIIS � H�T � ,�.'-.'� , 2 �
13 VENT LITE DETAIL � �y I ��F`S,''••.....••' �j�; DANIA BEACH,FL 33004 ��yl?2008
1 VENT LIT[MATERIAL LIST \ H i�T ��i S��NAt-����� FBPE CERT.OF AUTH.N0.29578
'��/(l1111111�\�� Sn_ET�of 74
- Cer�fication No.: tiltoo4 c�r-�2 9 t c+1.a z..
Reviewed 8y:
Date Reviewet�- '
t'7�;S'MAX.UVERALL FRAf1,E vYiDTM
I 11T A!AX.OVERALL FRAMlE WIDTH 37'1?4^S1AX. �a�+1'»�
37 tr4"IJ,AX. 37 7!A'MAX. 37 ir2•MNC. PRAME 6VI�TH J FR.AME WIDTH
�FRA�tE WIDTH FRA61E VVI�TH PRAME WIDI'H 35 3/4'�NJC. 36 3,'8'YJITN__ 35 3/d'MAX �
PANEL WIDTH AS7RAGAl PAMEI WIOTFI r
35 3f4"MAX. 35 3/4'MAX. NOTE OTE SEE DETAIL A � �
PANEL'NIDTH PANEL WIDTF{J 6 F SHEET 6 J O
e NOTE 6 SEE OETAII A � m
OTE 6 SHEET 6 ~ -��
J
21 118' �2}1:8' 21 1ffS' Z d LL N
I � _ MAX. MA�I _�k1AX. Z W m
�21 1!8• �2t 1/8' 2 1 1/8' �.L.G. D. .O. DZ O.+ W Y=�
� MN(. PMX. ��1AAX. = WIDTH �DTH WIO� _ � g Q�
-; � U_' ��A
�O.1.0. �D.LO. DZ O.� a
i WI�TH VJiDTH w�o� � °' � � W � —�a
O = > � W � Y
� � � � 9 � Z
' > � J ��°Z NOT � � NOTE 4 � �
� A � � C m m �
� O n
�NOTE 4 NOTE a W X o r:OTE 2 \ � NOTE 5 ^
" < NOTE 5
oNOTE 2 NOTE 2 / m W ;� y � � � w
m r io
'NOTE / NOTE 5 � ( ��o
� � y f/ FtXED INACTIVE 1 ACTIVE Q ax p
� w�w Z
FIXED FIXED � ACTIVE OTE 4 AST2AGAL � OT[4 S W F O
ZON 4
NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT �
OTE a SHEET 6 J A M B MULL POST OPTIONAL SEE N6TE 3 SHEET 6A'L B O O� m w
' A1ULL POST SHOWN SURFACE BOLT O7E 4 r O F w �
DSL-BACK JAMB MULL SEE NOTE 3 11T MAX.OVERALL FRAN!E WIDTH a 3� m �
TRI UNIT{OXXS OR(XX01 � O a �?
� POST OPTIONAL 37 1,4'MAX. 37?t2'MAX. _, 37'I tA'MAX. �g � }
�FRAME WIDTH� FRAME 4YIDTH FRA61E NIDTH SCAIE:112'=1'-0' �� p
TRI UNIT(OOXS OR(XOO) 35 3/4'MAX. 35 3/4'MAX. o ¢ ~
�. SCALE:112'=1'-0° pANEL YVIDTH PANEL WIDTH a ca.
SEE DETAiI A NOTE 6
SHEET 6 OTE 6 °m m
� �
�21 1i8' 21?;8' � 1 1?8' NOTES: �
' � h1AX. �ptAX. MAX. i-ALL VIE4VS FROM EXTERIOR. w m
D_L.O.J O.L 0.� D.1.0.+ 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z F�
= WID71i WID�4�i WIDTH F (SEE OPTIONAL CROSS SECTIONS) a a z
_, p — 3-S U RF ACE BOLT NOT REQUIRED FOR APPUCATIO�IS REQUIRIMG v o O
� � W pP-45 OR LESS. u!_>
, ;,� � = a-MASONRY AND CONCRETE INSTALLATION DETAILS. a c�w
p w 5-POSITION AND NUt16ER OF ANCHORS IN NINGE JAMB.
�
� � Z iATCH JAMB OR SIDELITE JAMB bVILL BE THE SAME o
� NOT O � NOTE 4 '�' a REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZON7AL o o w
,., � CROSS SECTtON IN 1X BUCK OPTION IN MASONRY�C6NCRETE, rn-°-'¢
A NOTE 2 N�2 fD � SEE SHEET 8 FOR DETAIIS, c'`O�
m n 6-FOR VERTI UM1UtiF}g IN 1 X BUCK OPTION 1(V
� NOTE / MASONF�i@`���QR����SHEET 6 FOR DETAILS, m Q Z
� 'n 8� �' �/ J lti,•' G •:�.Q : orre. 0;12lDS �
r
� � _ �:f� 77 1..O _ su�t.AS NOTE�
FIXED ACTNE FIXED _�, 1 �--'� :* - HERMES F.NORERO rr:.c.n•� VJBD
� ��� FtOfl1DA P.E.N0.73778
OTE 4 � ' �TA;� � �` 3 9 8 E.�A N I A B E A CH BLVD. �.x+.e'�. S.FREY
NOT �O '•:,'.°LQ JP:' �C SUITE338 ow�+n�a"+a.
SEE DETAIL 8 � .c� , �
SHEET 6 SURFACE BOLT MULL POST SHOWN- TRI UM1IT(OXOl i Cc "'•••"' C��� DANIA BEACM,FL 33004 JW722008
SEE NOTE 3 DBL-BACK JAMB P 1l 1 L L SCA�E.tl2"=7'-0' �'�is`S�O N A G E���`� FBPE CEflT.OF AUTH.N0.29578
POSTOPitONAL f���ti�U���� SHELTZ oF 14
- Lert�i�ation Na.: nt�ao�`r3 t� -2 Z q r.o� �6�Z-
Revieµr�r!By:
., Da!e Rev�ewed-- .z ._._
0
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m�
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ZO¢M
Z W LL�
W Q��
74•MAX,OVERALL FRAME WIQTH Q � ��
7211A'tdAX.PANEL WIOTH SEE DETAIL A 37 1!2'MAX J � ¢
—74 3;4'MAX,OVERALL FRAME bV�DTH— SHEET 6 ��FRAN,E WIDTH ' M Y d
35 31A'PAUEI WIOTH 35 314'MAX. 35 314'MAX
SEE DETAIL A ~PANL 6VIDThi PANEL tiYiDTH SEE DETAIL A 35 3/4'MAX
SHEET 6 "�pANEI WIOTH
SHEET 6
36 318'WITH OTE 6 OTE
ASTRAGAL OTE 6 � OTE 6
I � J � �27 1/8' �21't18' � a
2�1t8' 21 118° = MAX. MA7�, � E211t8
i tv1 AX. w O.L.O. D.L.O. I i ��• � ��O
W �p.O ��O. ( J W I D T H �D T H � F W �D�L O. I o°p
_ �IDTH W I O� � � � = W I D T�F I r W'W m
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�-ALL VIEK�S FROM EXTERIOR. ��a e
2-MULLPOSTS&DOUBLEBACKJAM35AREINTERCHANGEABLE. `�1����ilt�t '
3-SURFOACE BOLT NOTO REQUI ED FOR APPLICATIOYS RE4UIRING `�����.�ES F Q',��i� m 4 z
DP-d5 OR LESS, oAre g/�p(D8
4-MASONRY AND CONCRETE INSTALLAT��N DETAILS. ���;'y�C`.�7���O � " AS NOTED
5-POSITION AND NUMBER OF ANCHORS IN HINGE JAA18. _ _ .- = '`'h'`"
LATCH JAMB OR SIDELITE JA?�f.9 4VILL BE THE SM1E _*�f�; • �' � HERMES F NORERO �,�;,er. WBD
REGAROLESS OF ROUGN OPENING TYPE. FOR HORIZCNTAL � �o^-�T T�OX i � = FLORIOA P.E.N0.73778
� S] � / : kr ' 398 E,DANIA BEACH BLVD. %"�gY� 5.FREY
CROSS SECTION IN i X BUCK OPTION IN MASONRYtCONCRETE. ��0��.:rg��p.:=[v` SURE 330 °"""�"�"c:
SEE SHEET 8 F02 DETAILS. . �< ••.......• �j� �
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MIASONRYICONCRETE, SEE SHEET 6 FOR DETAILS. ��i���i�N;1�``��� FBPE CERT.OF AUTH.N0.29578 ��Er 3 �F 14
" Cetti(icafion No.: t co9S �_2z. cr�t�t.o r�.02�
Reviewed By:
.. Date Review : 9 2
105'h4P.X.OVERAtI WIDTH A9??2`a�AX.OVERALk.:YIDTti 37;t2'MAX
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NOTES: `n w
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M D.L.O. F (SEE OPTIONAL CROSS SECTIONS)
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NOTE 5 NOTE. � OT�� � 'r,•'��'`" t� �`' sc.n:!°.AS NOTED
I � '� /�7�'� *= HERMES F.NORERO
FI Q ACTiVE _ *�� ox�.mr: VJBO
FLOflIDA P.E.N0.73778
SEE DETAII B �� � ACTIYE F1XE� � SEE DETAIL 0 %"�j'1`�j`�'T T�C� ��2 398 E.DANIA BEACH BIVD. =*+K.�'. S.PREY
� p=.��'��p.,r 4�� suiTE 338 �x>ra�.c�+o:
SHEET 6 NOTE 4 i �` , Z
SHEET 6 (�OT[4 5 '�C�S """' ,JC9�`� DANIA BEACH,FL 33004 ��ry�ppppg
5 SURFACE BOLT TRI UNIT �OXO) �AL UN17 (OX�pR (� R NOTE 4 S SEE PJOTE 3 T ���/�S�ON;11;``���� FBPE CERT.OP AUTH.NO.29578 �_cT� `,F ya
NOTE SEENOTE3 SCAI.E: t/2° =1'-0° SCA�E. 1/2° =1�-0" � —
• Cer�f;cat�r�n No.:�i ac�4`��, -j l�Rl ioo 9��r.o,� .6-�.�
Reviewed By:
Daie Reviewe�—
i
item DESCRIPTION 1Aateriat
MIN. �'Miy i, 1•M!N MIN. 1°MtCJ +, HItiGE JRMB 1 174"xA-`a+8'FINGERJCINTeD P1NE PINE
MIN, ? HEAD JAA":B^1;4"x+1-5.�8'FINGERJOINTED PIFlE �'��E O
m 5 28 � 5 28 N� S 28 3 LATCH JAM6 1-ild^x4-5?B'FINGERJOINTeD PWE PINE �
Y �w OTE 1 �'L QTE 1 'W NOTE 1 4 SICEUTE JAM9 t414'xA-5/8°r"INGERJOINTEp PINE PINE � �
Y.-Z �Z SHEET 6 5 #70 PHILLIPS FLATHEAO 1N00D SCREW 1M1�ITH'1.2"AiIN.EMBEDt 1ENT STEEL J [L
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SEE OETAIL A �6 SEE DETAIL A�37 36 �� � 13 ERTRL'DED ASTRAGAI GL0&1L X7&WATA-0lN•Rt7 606aT6 Al ALUMINUM
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3 1 A S H Ec T 1 2 S 5 A 7 A S T R I K E P L A T E-R 4 G l Q 6 A L P R O D U C T S' STEEI
31 1fi TOPRAIL LA411NATEDVENEERIUNBER' ���
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30 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL
21 I 21 � 40 � 20 LOCK BLOCK 1.688 X 3 ti8°x 12'!G PINE PINE
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w ;a = wI m W 27 �8 x 2112'PHiLLIPS FIATHEAD WOOD SCREW STEEL Z p� y d
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22 / � 2z � 3t � A-525 CQh1MERCIPI QUAIITY 0.0t8'MIN.T H I C K.j A L�`A N I Z E D U� o r:.�
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FLORIDA P.E.N0.73778
VERTICAI CRO55 SECTION, VERl1CAl CROSS SECTION, � �~�TRT�9� ;� �� 398 E.DANIA BEACH BLVD. crK.s�� S.FREY
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5 WOOD FRAME INS':ALIATION � W/000 FRA��IE INSTALIATION 5 WOOD FRAMc INSTFLLAT�ON ��i`SStO�iAl_����`� FBPE CERT.OF AUTH.NO.29576
SCALE:3'=1'-0' SCALE:3"=1'-0' ��i� ��� snee*5 eF 14
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Reviewed By: --
„ Qate ReviaweT'qf t y f,L... _�
--..
,
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30 30 31 C � D V CA� CROSS SECTION
21 6 FIXEO UNIT 1X BUCK OPT10N IN 6 OPERAIING UNIT 1X BUCK OPTION IN W
21 I MASONRY & CONCRETE INSTALL MASONRY & CONCREfE INSTALL
SCAIE:3'=1'-0"
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� � SHEET 6. HORRONTAL SECTIONS:DEfA1LS�SHEEf 8.
0
37 32 P
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M1��N ?° 37 CONFIGURATION. N,o O
38 11 —
38 1� h11(J q. OPTIONALLY,ANCHDRS t�yBH Plfy�j`D[N NARRON!SEC7?ON OF HFAD OR]AMB
J— 32 � AS LONG AS MINIM`t�,���t���'I�G�H��EVE�. m¢Z
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a '� , ;'Z� . `�' '�<:�r �� _ FLORIDA P.E.N0.73778
�6� I_ �, � I �`w f �� � � S �y=, ,�I�� � 'w - 398 E DANIA BEACH BLVD, c�+K.aY� S.FREY
� w --� t— --1 � O :, ( P:' �`' SUITE33e CRALVMGM�t
MIN MIN MIN 611N. . ,�. ,.CIFNV., �
A VERTICAL CROSS SEC710N ACT VE DOOR TYP. B VERT�CAL CROSS SECTION SIpE LITE T'P. ���FSS`"""'��r�Gi`��� DANIA BEACH,FL 3300A ,JVy�220D8
6 h1ASONRY AND CONCRET[INSTALLATION MASUNf2Y ANO CONCRE7E INSTALLATIOh ����1r�N'1"``�� FBPE CERT.OF AUTH.NO.29578 s�ee�6 0• 14
SCALE.3"=1'•0' SCALE:3'=1'-0'
• C2Tlt�lu'ibINl�'�0.: N i UO G 1—2 1.o r f. o L
Reviewed 9y:
Date Reviewe� �
i 774' it4 MAX. � � '
kflh.E�.Y�B. SHIM '12 13�� �
?9 SEE OETftIL A 1 0 3 31 0 2t �� O
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A I NT T 7 SCAIE: 2'.=1•-0•� p r� ��
7 MASONRY & CONCRETE INSTALL ° SEE DETAILn 1t4'MAX. w � J=
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SHT.9 �CHORING LOCAIIpNS OOUBLE SE[DETAIL CJ ?o� ���"',
Q�,IL$WING UNIT W/ 2 SIOE�RE (OXXOI SHT.9 "u'Z '>,' Zo
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� SEE DETAIL A � �SHT 10
� 3'NP � �f�SHT 1� 3'T"P. i'
� ` � �� � � N O T E S:
n
� _ � � �� � �� - I { - � - 1. CORRUGATE6 FASTENERS TO BE APPLIED ON BOTH INTERIOR �m
_ � �SEE DETAIL C i2' �I - AND EXTERIOR SURFACES AT SPACING SHOVJN,+;-1',FOR Z r y
� SHT.10 �I SEE DE'fAiL C TOTRI OF NINE FASTENERS PER SIpE, v a O
W �--- _2� =1 _ SHT 10 I <^. CO RRUGATED FASTENERS ARE UTILIZED ON DOUBIE E3ACK ��
s�- S E E N 6 T[2 w a M U LL I P O S T J A P A B S ONLY OtvSiT ON SO L I D M U I L P O S T C ONFIGURATIONS. a U u
r �� DBL JAMBS :-32' g� i 3. SEE SHT 10 FOR LATCH AND ti1NGE LOCATIONS, �
¢i�- OPTIONAL �� 4. SEE SHT 10 FOR SIDELIT'c FASTENER LOCATIONS.
a! � �-�2' °'� - � 5. SEc SHT 10 FOR SIOELITE BRAD NAIL IOCATIUNS FOR QUARTER °�
� � � � OD Ih5T6lLL 5 ^' ROUND hAOl1NDING ATTACHMENT �rn Q
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1 y� � s✓--°:AS NOTED
� SEE DETAlL B :/"N��� �..�' �; NERMES F.NORERO
. ��SEE�ETAit 8 • � • �SHT 10 =* � � �*= PLORIDA P.E.N0.73778 :rxc.cv. WB�
SHT t0 ����, TH r'�Q� t�ti 398 E.DANIA BEACH BLVD. �•+�.3v: S.FREY
SEE DETAII F SEE DETAIL F � � OT';9���.�=�U,: SUITE 338 �"^'+�''�'��'°=
SNT 9 SHT 9 ANCHORING LOCATI NS SINGLE � 6` ''•�•••••'' �j� : DANIA BEACH,FL 33004 J'v"11220Q8
0 TSWIN�UN��Wp 2S StOELI�TEE lOXOI 9CALE:� 3/8 NIT'�1 SIDEIRE (OX� ����SS;ONA`�?�0�� FBPECERT`OF 0.UTH.N0.29578 s.�EFiii o �a
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� Date Reviewe� c�/2 v,ji L- —
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WOOD JAMB BU1T HINGE OPTIONAL OLITSWING TNRESHOLD OUTSWING TtiRESHOLD � I ~ J�
� FINGERJOINTED PINE � 4x4x12 GA.STEEL g D C�2 3 3�-9 0 OUTSWINGEADAPTOR�BASE E SUBSTRATE _�� pFCO A257 I—I-1 1/2' Z �J m
2 SCALE.3'=1'-0" SCALE:3'=T-0' � 6 0 6 3-7 5 A L U M I N U N I C O M P O S I T E P L A S T I C - � '_
SCALE:6°=1'-D' SCAIE:6'=1'-0' 35 �MINATED VENEER LUMBER(LVL} W Y =�
3 SCALE:6'=1'-0' � J Q�
4 � A B �t��l�j�8 � '—� � '1/�8""��—}-1 3!B' � ��N
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�6 TOP RAIL BOTTOM RAIL
A 8 1 17 LATCH SIDE STILE
7 HINGE STILE 25 GA.STEEL
COMPRESSION � 5+8� SECTION A-A SECTION B-B �B LAhAINATED VENEER SCALE:3'=1'-0' 19 LAMINATED VENEER LUMBER(LVL)
10 WEA7HERSTRIP LUMBER(LVL) SCALE:3°=1'-0" w
LOXSEAL650 �qSTRAGAL'yGLOBAL SCALE:3'=1'-0'
VINYL �
SCALE:6'=1'-0° 6063-T6 ALUMiNUM '�1 TA STRIKE&DEADBOLT o o p F
SCALE•3°=1'-0° �5 6063 T6 ALUh41NUM SCALE:3'='i'-0° O
Z
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NOTE: � J' ?O� �
� 13/4' 12'CUT � u.wZ J O
L3'V8' 7t8' '
I_ _I -�I,�3!4�I�-` � F_i LENGTH � 18 c„'v p p v�'i 2 =
•�/jj/�j// �� � j�rC� -1 1 3/4•i_ `' n�� N �
�j/ t�`� i ASTRAGALBOLT N
/,// -I�•�- 32 DOOR BOTTOM SWEEP ORNER PAOS 39 MA7ERIAL:COLD ROLLED STEEI =I`> � �
33 ZINC&YELLOW CHROMATE
20 L CK BLOCK VINYL LASTIC �� �
SCALE•3'=1'-0" SC�LE:3"=1'-0'
FINGERJOINTED PINE ODL LIP-LITE FRAME SCALE:3°=1'-0' • a °'
SCALE:3'=1'-0' Z� ppLYPROPYLENE(NOA:10-1209.01) 3" o}
SCALE:3'=1'-0° 0 8 � `_v � ��m
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N � L O �!� � �20dUW
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N 1 �---� 45 VES SURFACE BOLT STRIKE PLATE Q o
� 114"MIN-'�� STEEL � IVES SURFACE BOLT SPACEP. L r� o �m
� SCALE:6'=1'A' PLASTIC g• �` 7 �Q W
11 t32° SCALE:3"=1'-0' °�'m¢
IVES SURF CE BOLT �2 LVL DOUBLE BACK JAM6 °� c'fD�
�� STEEL !.AMINATED V��SERIIW��ER iLVL)
SCALE:3'=1'-0' SCALE:fi``�?�g F.(�0���i�� U m¢Z
3I16'GSINK. NOTE � � onie: Si12�08
1-USE?t10 WOOD INSTALLATION SCREW W1�.50'MIN.EM6EDMENT � 'r;'�}'� •%:�� % scae.AS NOTED
1NHEN INSTALLING INTO WOOO SUSSTRATE AT HEAD 8 JAM65. i� � ' NERMES F.NORERO
� 2-USE#8 x 2 1;2'PFH WOOD SCREW WHEtJ INSTALUNG INTO MULLIONS. ��F . ! � * C ar.:ov: WBD
` �.�9 FLORIDA P.E.N0.73778 _�a ev� S.FREY
3-USE 3;76'IT�N TAPCON ANCHOR Wi 7'L4'MtN.EMBEO. � T T � 't�� 398 E.DANIA BEACH BLVD.
WIiEN INSTALLING INTO CQ�CRETElMASONRY SUBSTRATE AT SIDELITE SILLS. �O�'•;9`(p�OP;������ SUI7E 338 nHav.;HCVO:
i F '•'••••••••• G� � DANIA BEACN,FL 3300� JlA"1220D8
� SpCALE: 1�4� =1�-0� ���isS;ON;;tE�`����` BPE CERT.OP AUTH.NO.29578 ��r12 x 14
. Ce�t�icaf'�onNo,: N��$��_ N ao=�sc�r.a�/.o�z
Reviewed By: _
� • , Date Reviewe�
1/2°AIRGAP
1/8"TEMPERE �
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�SEE DETAIL A � �
237/6" �� �g m O
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A A 8 4
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m QEfAIL9
n 1 3�4"MAX GIAZING DETAIL
�� � PANEL THK. AT HEAD R,41L
2� VERTICLE CROSS �
SECTION � � �
���E� 1/2"AIRGAP �o �
5 1/8"TEMPERE o 0 0 ~
1/8"TEMPERED w�w j
w
4 �p z�� �
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9 2 �� 003 m o
' 3 15 43� � �
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OUTSIDE FRAME VIEW SEGA�N A-B t0 �I-' � o
VENTED HALF INSIDE FRAME VIE4Y a� °
LITE �5 4 �6 / a a
11 � 4 3m
SEGTLQCLA=9
VENiED HALF 1/8°TEMPERE
UTE 12 13
/ 16 1/8"TEMPERED m�
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. �\•• • .1� � urre: 8112f08
��'•�/ �� !:� = �'�F-ASNOTED
=*�� � �' ; .k = HERMES F.NORERO �.,;�yr: W BD
l ,D . FLOHIDA P.E.NO,73T79
�13O;_pC��:��w` 398 E.DANIA BEACH BLVD. ��Pr: S.FREY
�,� SURE 338 ��1+���c��-
�FS "•••••" .C��2�� OANIABEACH,FL 33004 JW1220U8
�i��S�ON;11�?���� BPE CERT.OF AUTH.NO.29578
�NkET"I3 C� ��
� Certi#ication Na.:� Co � 2. �`'o�t.a tl,o L.
Revie��red By: ____ _
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MATERIAI.. LIST (VENTED NA�F Lfi'E ONLY) ��j�
ITEM PART N0. DESCRIPTION QYT MATERIAL Z p--�M
1 16797-000 tNNER FRAME 1 SPAftTECN POLYCOM PP53330. REF ht4A 10-12fl9.01 � w �-�
2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330. REF NOA 10-1209.01 � � J 4�
3 16798-004 FIXED UPPER SASH 1 SPARTEGH P4lYGOM PP53330, REF NOA tq-12Q9.47 � ���
4 14589-000 H07 MELT CAULK ($ IOCATIONS) AR 100% SOCIDS HUiYI. ELASTOMER w �-4-�_
"� e� y o-
5 16825-000 GtASS. 3/4° x 20 19/32" x 16 71/16" 2 3/4" INSULATED GLASS ASSEMBLY
fi t6828-000 �8 x 2" PAN NEAO SCREW 14 Z�NC PEATED STEEl�
7 12207-p00 #6 x 3/4" PAN HEAD SCREW 7 ZINC PIATEp STEEL
8 't S&48-QO{3 SAFTEY LOCK 2 NYt�ON B f 6
9 16829-000 #4 x 1/4" FLAT HEAD SCREW 8 ZtNC PLATED STEE� a
10 17a47-000 FIN SEAL, RO�L 4' FRQM SCHLEGEL CpRP.: FIBER PILE DUST SEAL � � �
11 167$9-OQO LOWER INNER SASH 1 SPAf2TECH POLYGOM PP53330, REF NOA f 0-3 249.01 a o o } �
0
12 168D6-000 RIGHT LA7CH 1 NYLON 6 wAW � w
13 18&Q7-0�4 �EFT tATCH 7 NYI.ON 6 ��� � �
14 16837-OOQ Q-�ON SEA� {3 SipE lOWER SASH) 5` FROM SCH�EGEE. CORP.: Q-lON2 WEATHER SEAL ,�-�w Z � � �
ao- o 0
, 15 16800-Q00 LOWER OUTER SASH 1 SPARTECH POLYCdM PP53330, REF' NOA 10-1209,Q1 � o o� � o J
f6 18847-Q0� SCREEN fRAME l SPARTECH P�IYCOM PP53330, REF' NOA t0-1209.Oi Q3� � � m
17 16831-000 WEA7HER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: PO�YFLEX WEATHERS7RIPPING �1� 4 °
• 18 QOW 1199 AR SIUCONE SFJ�LANT �I h
1 9 1 6 8 3 Q-0 0 0 W E A T N E R S 3 R I P I N G {2 S I D E L Q W E R S A S N) 3.3' F F i OM SCNt�EGEL CORP.: P4LYFL£X WEATF{ERSTRIFPING °� �
�oY
20 18838-000 m.12 O.D. SPRING 2 STAINLESS 302 ANO 304 � �s m
2i 14234-004 SCREW H4�E PLUGS 14 SPARTECH P4LYCOM PP53334. REF N4A ip-7209.41 �Z
22 16841-000 1/16" SINGLE SIDEG FOAM TAPf 8.3' POLYOIEPIN FOAM, ACRYLtG A6HESiVE J Z L W J
23 16968-Q00 SCREEN CIOTH 21" x 24" 1 FIBERGLASS �z�z a
24 l OQ4&-000 SPIiNE 6.1` PVC >w u.,�r vr
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.�
� ^�'r' ! Q� sc ie-AS Nt}TED
U ��•� r HERMEB F.NORERO
=�k . �,�'�"'j :�' � av::;.ev: W 8D
d FLORIDA p.E.NO,T37J8
� ��?'Tf1T�Qr '��� 398 E,DAHIA BEACH 81Y6. G+K.e". S.FREY
�'.� �tt:
%`J„n'•.�Z , . � SUI7E 338 awa:+ro�c+�_
rr�S. �""•�•"�� Co��'+� DANIA BEACH,FL 330W JW122D08
'��i��S10N'i`�?�1�� FBp6CERT.pFAUTH.N0.29578 �Er24 a= 14
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, C�ific��#�ltt#�b.: �iQd�t`�Cg1—fL ��_f.o t .a 2
Reviewed By. , ._ �__
- Date Re�rewe�� �x._ __ .__