HomeMy WebLinkAbout17-19147 _ CITY OF ZEPHYRHILLS
5335-8TH STREET ;�
�_ ' (813)780-0020 1�9147
BUILDING PERMIT
- PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19147 Address: 39409 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: SUNSET ESTATES
Est. Value: Parcel Number: 12-26-21-0300-00000-0130
Improv. Cost: 2,229.33 OWNER INFORMATION
Date Issued: 1/02/2018 Name: WEBB CHRISTINE & DURAN MARIA
Total Fees: 75.00 Address: 39409 9TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 1/02/2018 Phone: 813-469-1217
Work Desc: REPLACE 3 DOOR S/S
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 75.00
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Ins ections Re uired
FOOTER 2ND R UGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for l�
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 BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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ONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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tES![)lENTI�a!_ Att�ach{?}Plot Plans;{2)sets of Bu31ding Plans;(9)set of E:nergy F=orms;t�-O-W Permlt for new construcfion,
�vllnimum ten(10)workiny days tafter submittal date. Required onslle,C�onstruotion Plans,Stormwater Pl�ns w!Silt Fence lnstalled,
5anitsiry Facllltles&1 dumpster,Site Work Permit for subdlvisions/larg�proJects
:t3Mt�AEF2Ci�L Att�3ct�{3}complete sets af Building P(ans p(us a Life Safety Fage;(�1)set of Energy F'orms, R-O-W Permlt for new cbnstructlon. __ I
- t�li�lmum fen{40}worklnc�days F�fter:submitta!date: Rsquired�onsit�a;t;onstructio��Plans,-�Stormwater Pians wl Stlt i�snce instatied,
3anitsiry Facilities&1 dumpster.S(te Work Permlt for all ne�w proJecks.All commerclal r�qulremenks must meet compliance
�tGN P"EF2Mt7' /�tt�icfi(2}sets of 1_nglneared PlFtns,
""`„PFt41'ERTY BURV�Y requlrnd for�!f NEW constructlor�,
[IT22SLTSSL�:]TS7x2!?iIIYSlS�S�7.LICA�SL�ZLC�a2�1TT'�T�"��IT:E7����7t�LLC��TL%
�ireci:i�ms:
F�Elt out a��plir.aflcan camE7fetely.
Uuvner 8�Coa�trackor sign back of application,nntarizisd
lif�over$:!50i),a plotice of CommencE,ment Is required. (AIC upgrades over:67�n�)
P�gent(fov th�s contrac,tor)or Pow�r nf Akforney(for khe owner)would be sc�meone with notarlxed lette�r•fram owner authorizing same
�VER.'�HE Cf)UNTl��:P�,ERIV1lTTING (1=ront of Application Only)
eroof{,if shingle�c 5r�wers Servlce Upgrsades A1C Fences(PIc�USurvey/�-aotage)
Clrivewal+s-Plot ouer Counter if on publio ro8dways..ru:eds f20W
NC)1'IGE: Ot� D��[) RE�ST1,tIC1�iONS: The3 uridersigned understands #hat this permit rnay be sul�J�ct to "d�ai�d'' resfric;t(�ns"
whicYu rrr�y be more r�strictive than Caur�f,y rE�gulafians. 'i'f�e undersigned assurne�s respon;�ibil3ty for comF�fiaricf�vvi�h any
appiic;ab9e deed restrlctlons.
UNLl�CEWSED CC)NTRAt�Tt?RS AN�) C{)�I'('RAC'COR fitE3PQNSIBIL.lTlES: !f Ette awner has hired �� cs�r�tr��c.tor or
contr��ctcus to undertalce work, they may !]e required tt� lae licensec� in accordane�; with state and local tec,�ul�i.ions. !f tne
contr��ckc�r is not licensed as required by law, both thE; awner ,and contractor m�y be citeci for �i misdeme:ai-�or vic7lation
under sf�to law. if the ovvner or interid���� cc�nfractor r�rc: uncertain as t� what Ilc;en:�ing requ(rements rri��y!G�pply for the
infencied work, Qhey are advis�sd to corit7cfi tho Pasco C',ounfy Biatld(ng Insp�cti�n h�ivision—Licen.;ing Sec;fion af 72�7-�347-
8009, F�urthermore, 6f tha ot�ner ha;� Ftired a contr�cf��r ar cantractar�, he is ac�vised to hav� the c��i�tr�ctor(s} sign
parflans of Ehe "contr�ctor 81ock" c�f th1}s ��ppilcatlan far uvtiioh they will be respc�r�slb{s. If yau, as fhe o�v�te�r� slgr� ;as the
con#r�ctc�r, that m��y be at� in�icaticm 1:h<�t he fs noE prcap�rly lic��nsed anci i.� nat E:nti#fed to permitti�g pri�vll�g�;s ir� G'�3sco
County. • -
TFtAPJSF�ORTATl1�N EMP�►CTNTILIT�E�5 INIV�ACT,�ND RESOIJRCE REC�7VERY FEES: The undersign��d;�inder.�t�inds
th�t 1"rar�sportation Impac� FeEas and Ftec�aur��se RecovE;ry Fees may apply f� thE; con�tructian of rrew bu�i��ing��, change of
use ii� �xisting buildings, �r e;�pansion c�f existing buildirigs, as specified in Pa;�co Counfy Ordin�nce nu►nb'�r�� i39-�7 and
90-07`, �s �mend�d. The undersigne�� ��1;ya understands, that �uch fees, as m��y be due, wiil be id�nfifi+�� at tl�e time of
perm�tting. }t is ft�rthe�r trrider&food th�t T'ransportatiorti Impact Fee=s and Resotarc:e F�ecavery Fe�s musi: I�e; �7aid pri�}r to
rE�ceit�lnc� a "cerEificat� of t3ccupancy° or f6na1 pawer rsfe<�se. !f the: pro�ect does> ��ot involve3 a cert�flcate c�f oc;cupanc:y or
fina! �aower release, the ff�es musk be p�ld �rior to permit lssuance. Fui•#hermor+�, i1` Pasc� Cour�ty Wate:r/S�:w�er lmpact
feGs s�re due, they must be paid prior to E��;rmit issuanca in accordance with applic�bl:� Pasco County ordinF�n�c�.e�.
CtJN'ST'12UCTI�PJ LIEiN LA�W (ChaptF:r 7'I3, 1=1arlda �fatutes, as ameneied): 9f va(uation r�f work ia $2,,'i(101(l0 or mare, I
cerfifi� that I, the ap��licant, G�ave bEen �rcavfded wii;h a copy af fhe "Fiorida Cansfrucfion �ien Law••--Hc�n�eowrier's
Prot�ctic�n Guide" prepar�d b}� the Fiaric�<� D�parfineni; of Agricu}ture ancl t;onsurner Affairs, If the applic�an't is sorn�ane
other th��n the'bwner", i c�rfif,y tha# ( have� ak�#ained a r,o��y of fhe above �iescribei� dc�cumer�t and promis� in c�ood taith ta
t��I3VE;:r it to the"owner" prlor tca comm�:m:�;rne.nt. � �
CS�N7'F��ICTOR'S/ONJNEfZ'8 AFF9DAVtl1'; ! certEfy th�t �ll the 4nfarmation 1n this application ls accurate and 1:h,�t aVl work
will�be done in complfance wiRh all applic�bir� laws rec�ulating con:>truction, zoning and land dev�lopmerit. P�p��licatic�n is
h�rPl,�y made to obf�iin �i permit ta da woi°k and in.7f�i�lation as Indic�fed. I cErtify that no work or insfailatian has
ce�mr�nenred prior to issu�ance� of � permif and that ali wark will be peri�ormed t�► meet sfandar+�s of all F�ws regtalating
consi;rucfion, County and Cit}� codes, zaning reguiations, and lar7d devele�pmerat rfagulafions In the )urlc�ciic:�ic�n. I aisa
certif�y t}'�at I understand t��at the regulat'sc�ns trf otfier governmertt ��g�ncltas may ��pply to the intended w��►�k,�r�nd that st is
my rf:;sp�nslbillty ta 1d�r►tify wt'iat actEons I must take to bf, in compllance. Such�c�encles 1nclude l�ut are nc>Q lirnite� to:
- Depa��tment af ErtvlronmQnta! Pro#ection-c�ypress �ayheads, Wekl;and f�reas and Envlronm�:nt��lly Sensitive
Lands, WaterNVa:stewater TrE,atrnent. !
- Southwest Florida WatPr Managemeni; Distr(ct-W�IIs, t�ypress E3��yheads, Wefland ��re�is, Alfc;ring
Wafercourses,
- Arrny Cvrps oF EngineE�rs••Se€�w�lis, Docks, f`J�ivigable Waterways. ;
- Dspartm�nt of H+�alfh & Rei�abifitat(ve Servlces/�:nviranmental Ne��lth Uni#-Wells, Wastevv<��e�• 1'rE�atment,
Septic Tanks. - �
- US Et�vlrcanm+�ntal Protection Agzncy-Asb��skos abatement. ;
Federal aviatlon F�uthority-Ru�nw;�ys, �
I understaritl that�he 1`ollowing restrictiona apply to the u:�e of f�ll: '
- Use af fill is nc�t allowed (n Flc�c�d 7_one "V" unle►ss exprE;ssly permitt�d. !
- lf the fl(I mai;erial is to t�e �.�sed tn Fioad Zone "A", €t is ur�der��tc►ad that � drair�age pla5� ;�it�cfressirig a
"campen.�ating va�um�° wili t�� :>ubmitted af time of permittir�g whf�lh 4s prepared by a profe.:7siorta! E3nginesr
licensed by the State af Fiorlda. �
- If the �!! matsYria! is to bE tas�d in Flood Z��ne "A" In cann�ci:lon with � permitted building tasir7g sieun wall
constructton, ! cerkiiy that fIll�vill !�e used only to fill fhe area within the ste�m wall, ;
- !f fill material is to bP used in any are�i, I certify tfiat us� of surh fi(I wii( nof adv�rselv ��ffc;ct ��djacent
prop�rtie;�, If us� of ffl( Is faiand to adver��ely affect adjaaenk prop�rfies, the owner rnay be cif�:d for via(ating
fhe condifion;a of the buiid(nc� pf�rmit issuE3d under fhe attacl�ed perrnif s�pplicafion, for iots I�ss lh�n cine (1}
aere which ar�elEsvated by fili, ar7 englneered dralnag� plan ls requlr�:d. �
If I atn #I�e AG�N�'Ft�R�'HE OWNEFt, 1 promise fn g��od faith to lnforrrr thQ own��r oF the permittEng conciltio;ri:z set 1�orth in
fhis ��(fidavit pt'ior to t�ammencing constriaction. ! understand thak a separate ��erml� may be required fc�r el��cl:rical wark,
f plumbing, slgns, weiis, pools, air corlditioning, gas, tar other insts�llations not ,�pecifically included in fh�: a�:�plic�afiori. A
pE;rr�clt i.>sued sh�ll b�; cons#rtaed to b� �� license to pr�aceEsd with the work and naf as authnrity tc� viaiate, cai�c�si, altr:�r, or
seit �slc�� �ny provisic�ns t�f th� technical codes, nor srtall issuance of a permif F�ri�venf the 13uilding Offici�i f'rt3m fherE:affer
requirin�� a correction of error� In plans, c;c�n��tructlon ar vi��fations �f any cades. �very permit issued sh�xil b'�i,c>me invalld
unle��s the work �uthorizE:d by such permit is commenced wifhin �ix months ai` perrnl# fssLtance, or if wtarls;��Utllot'i;�E�d by
the �Nermit is suspended ar a�andaned fc�r a period of slu �6} mr�nti�s after the tlme the work is commenc�.c�.i /�ri ext�nsion
may he requesfed, in wri4ing, fram Ehe 8�uiicifng Offlcl�f far a period not to exc��e:d ninety (90) d:�ys and will ��emon:>trate
justifiat�l�cause#�r the exten�ion. If work c��ases for nir�ety(90) consecutive d�3ys, th�}ob is considered �k�aridone�,�,
V4lAF�WlNG T(7 (�WNER: Y(7UR FAIL4JiI�tE TO RECOIZI7 A NOYICE UF COMMENCEMENT WiAY R1:;5Ut„T' {iV Y�UR.
F�AYINC�TWICE FOFt IMIPRC)VEN1Et�TS 'TC6 YaUR PRr�iPE�Ci'Y, iF YCiU-INTi=taC9-'1'��C7�TAtN F1iVAN��1111�7C;{, CtJ��f::i!lLT�� -
Wi.`TV�d YOl1R LiENDER O�t AiN A'TTORNE;Y E3EFOFtE RECt3RiaihlG YOtJR NOTICE OF Ct�MfUIEwNGEM��I�lT'.
Ft.Ofi�1DA JURAT(F.S. 117. 3)
OWNIER�R �NT, �I � K..a-K..� `_ CONTFtACTOR,�„ ._._�..__
Stabscsribed an d'(or afflrmecl}before me ihl� .�ubscribed and sworn to{ar af�rmed)before me this �
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Who Islare personally known to me c�r haslhave prociuced Wha is/are perso�ally known i:o m��or i�asJhave produced !
as idenfiflcat(on. _ _ _� as Identificatlon. i
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T�� ____ Notary Public _ _, __ ._,_Nc�fary Public
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Comrnlssion No.,�� _. __.__ Cotnmi�slon No.^,_� ._._..__._—_.-
Namc�of tVotary typed,printad c�r stamped � ^ Name af N<�tary typed,printed or�tamped �� � �^�
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: [�b ��
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Date Received: � 2 " Z� r �7
Site: � 9��9 �`!� i
Permit Type: �y P (Q.Gte ��l����
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ I
This comment sheet shall be.kept with the permit and/or plans.
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' er ans Examiner a e Contractor and/or Homeowner ,
, (Required when comments are present)
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� iNSTALLATti�i3 SERVICES CUSTOMER Gt3NT�tACT-tillWt}RK-IN�'TEXTJPATIlJ DOOR
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'� LOttVE'S QF ZEPHYFiHI�LS, F�,STflRE�1854 STORE PHQNE:{813}$38-9000
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a , 921 GALL Bt}UL.�IARD SALESPERSOi�:�lA�REN RICHARDS
. EPNY�NiLLS, rL 33541 SALESP�RSOfV!Q_yg59S14
�Document Print Date: 12rfl2l26i7
This is only a Quaie far ihe rnerchandise and serrices printed below_This becomes an agreement upon payment and issuanc��f a�vuve's receipt, upcan tivhich the entire agree-
ment, including the specificaliy completed pa+�es of this docurreent, ihe Terms and Conditions incl�d�d ti�rith this document,the applicable portion(s)of Lotive's receipt, and any
other addenda ar atlachrnents hereto,shall be referred to her�in as t�!is"'GQ�T�a��," �
� P�EASE READ THiS ENTERE DOCUMENT.INCLIiQI(�G'£N�"TFRenec 8,t�[n{;��c�;Tlp�;g " �ec�Q�g���;s��.
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� l.o�ve`s Registratian or Cantrac�or�i�cense N��tet�er��nwe's�cs�rae#c�s�!s:s:s
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� � Fiarida Contractor License Number CGC1548417 _
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a f �Custarner Name i-iame rnane
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cO ir�stallafion Add�ess
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� instailation Gity Installation StaielPrav9nce �nstallaiican�piPastaE Code
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397843:WEST POINT:SO� :West Point 36x?8�Uhi#e: LA�FiSON,WEST POIN'�WHI'�E 36-IR!WIDTH X 78-If� HEIGHT: E.ARSON MAf�IJFACTURING
Ct.�t�Pi�NY-QTY �
fi73441 : SOS: N1AS FIRE DOORS: FIRE RATED,SINGLE UNIT, 6 PANEL- : DOOR FABRICATICaN SERVlCES!NC- QiY 1
2�238:L0432727 :5TK_PFJ�SE327 2-1J4-INX1�J16-INX7-FT: PF,! CSE�27 2-1I�-Ii�1K�1��6-I�fX7-F�': EAST COAST N31i�I�V��FiK OISTR�Bt..1TI-{�T`Y S
� 37fiO3: f}�2a49948691 : SFK: KW AB PR(�J PACK SGL TYLO : KW AB PROJ PACK SGL TYLO: KW3KSET-(�TY 1
� ' 7$38g. Q�32t}499496Q5: STK: KF�U AB ENTFiY KN8 TYLfl : Kt�l AS E�1TRY KNB TY�CJ : KWIKSET-C�3Y 1
� � 9R�58 : f}7526 : STK: RM�S-FT Vw'HOTE PVC Bl��CK h�t"}=Ji C�?NC • Re�i�.�-F i'J1+N(T�i'VC BFiICK N10ULD1NG ' �AST COAST MILLWORK �D�S7RIBUTI -
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,N 202922 : 1�2560: STK: 5f$-�-112-6 DE PT PIGKET: 518-5-1I2-B QE PT PlCKET L3NIVERSAL FQREST PRQDUCTS -QTY 9
� 209820: 07318 : STK:314-l3VX3-112-INX8-FT PVG TRlP11 Bt�n :3t4-INX3-1}2-lNX8-FT PVC TRIM BRD: EAST CQAST MlLi.WflRK �iSTftIBUTi-C�7Y 3
a 741047:741 p47_0 : STK: tv'IAS 36 LAUREL FANL(TE BRASS LHNBM: hAAS 36 LAUREL�AiVLITE BRASS LHiUB�v1 : DOC�R FAERICATIQ�1 �ERVlCES INC-
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�4�iU�4:74105�_(3 S'3K: P=,r�S�2 t=A��iT�F�N Nr��Vi : MA�32 �Ai�l L1TE RH NBit� : d�OR FABR(CATiON SEflVICES tNC-t�TY i
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i�3ateriats Price $ 987.2
o l�N.�Ta!L�lTl��! �F�.C?�iPTl�.'��! '
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P SI0�3C 0(SC�S:St4C�C Doar Type � Exterior
� Select Location : Front Door Select NesrJ Door:Single Pre-k�urtg . _____.__�_
-�--!=!�rdu���od�fi�fahogan—y or Ja c-t�oar:Tlo � Side�Lights or Transoms ; No � �
tO � ridtien va�mage i�escrip�ian : �}one Number of addi#ic�n�.l hal�s�?ore�trtr acc.pssvY;�s: ":u^e
� lnstal!Speciaiized (vlortise HardUrare: No install Storm �oor: Inst�ll new storm,screen or security doar �
00 � Select Starm Daor: Storm Door �tc�k v��O'�:ui�:�
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a � Door Ty�e : Exterior Select Location : Garage
� , S�Iect New D�o�:Si€��le Qse-h+fn� riardwaoa�i�iai�agany or Gak) dc�ar: Na
r� * Side Lights or Transoms: No Hidden Damage Oescription , None
�
� Number of adtiiUonaf holes barec!for accessories: Nflne IrsstaEi S�eciatized i�iortise Hardu�rare: Nv
�' �ns#all Storm Door: fVo Stock or SQS : S(3S
�
� Daar T�pe . Exter�or Select l.ocatEor�: To Garage
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� 5eleet�lew Door:Single Pre-hung Hardwood (Mahagany or OaEc) Door : No
�, Side�ights or�rarzsoms: No Nidden damage Descript�an : �iane
L Nurnber of additional hcales bored for accessories : f�one Install Specia[ize�d Martis� Hard�vare; IVo
Q.
; Install Storm Doar: �o Total L"snear Feef r�f�ustr�m Trir�n to be Installed-�
� Defiver poar: Yes Custome�Understands 5cope�of the P�oject:Yes
Permit Fiec�uired :Yes if4rho V�ill C}bEain Perrr�if :Thitd Party
Perm�t Fee :Yes Additional Nliles Traveled over 2Q: 0
8rmg Up 70�ode Descrip#ion : Nflne Local Disposaf Fee:Yes
Describe(�her Work�lesded ; Trim madification far stor�n tioor flther l�tork Cha�ge :Yes
C�r►�snents: going to insta(I 3 exteior doars and one storm door Lead Safe Prac�ices: No
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� ( Detai! Deductian -$ 35.�
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Notation: Lotve's v,ill not make structural modifications, paint or stain or remove/reinstall security system equipment. Custorrzer is responsible to advise if prop-
erly is governed by Nistoric District Regulations_
Aciditional Specifications: Federal la��r req�ires Lowe's to pravide you with the pamphlet Renovafe RigF��: lmportant Lead Hazard Information for Famrtes,
Chtld Care Providers anrl Schools. By signing ihis Contract, Customer actcnowledges having reoeived a copy of this pamphlet befare work began informing
Custo���c�o�t ie pc�ie��tiai risk o�ihe lead'nazaro exposure from reno�ation activity io be perfo�med in Customer's dwelling unit. �
c� I NnTn RFi � c�• r�� t,.�,,,n.,� t„ � ,,,.
, P.,�.,. .._���,.... �„s,�,�,... y�2��S .., �.,yr2`s a.�� L^v'rr2�S e����{vyeE� aii�i ii�uCDEii�Eili COtIiPaG`IQ�S �f12 Cl�fl� f0 i31t2 nflOtQsf�cgflS �T?nA �temises�.vhere +.^- i
o�. � staHation Ser�ices wilf be�erformed and all war�C performed at the Premises related to this Car�tract, and irre+!ocahly grants ?e Lowe's a!! ,►�ght: #itle, ir,teresi:n
P and to the photographs for use in all markets and rnedEa,world�rride, in perpeiuity. Custor�2r authorizes Lawe's to copyright, use and pu�ilish the photographs in
N print andlor�lectronically, and agrees that Lowe's rr�ay use such photographs for any law�ul purpose; incfuding, bu#not limited to, marketing, ad�ertising: �ubli-
� . " ' ' . �nteni_-By�iiaaling-ke��-Gusierx�er�gr�s�-�;e�geiflg- [£-�s�o�er-t�-trti#raf-ta--the-i _
�O �i�)'['��� T�] f:l�Sf�MFR - PRI(_F (�AI ,iii nrir��c; ��, �;�o: ;� �•e�.er.y �et:,rm the �nstaola��on o` ce��a��� Go��s, i�e Conira�i rrice rr�ay i�ciude more �
� G�o�s;"a^ 2e',�a�:l;;��:;!! ��instal:�d bas��;,;�;h����eas��e�s-yua�c iGviaye Di ihe Project i�rea. Rs a resuii,ine pariies agree tha�the iump-sum �rice stated in
'� � this Contract is calculatec� upon bo�h the value of the es�imated Goods required to f�ifill the Cantract (inc��[ding tvaste), which may exeeed the actual square �
' m� � Footage af the Project Area, and the labor which may be estimated based an the amount of Goads required to fulfill the contract (incl�ding waste�. Bv signin�
o � this Cont�act belo�v, Custamer acknowledges receipt of this notice and agrees and understands that tne Price incl�des these costs which may not be refunded I
� once the Install�tion Services are�erformed__
p NQ�'ICE OF ARBITRATION AGREEMENT
�'`� jhis Contract provides that all claims by C�stomer or Lowe's�vill be resolued by BfNDI�iG AF�BITRATION. Customer and Lo�ve's GIVE UP THE RIGHT 7'Q GQ
m ffl COURT to enforce this Contract (EXC��T for matters that rrtay be taken to SMA�L CLAIMS COURT)_ Lowe's and Customer's rights will be determined by
� a fVEUTRAL ARBITRATOR and NOT a judge ar jury Lowe's and Customer are entitled to a FAIR HEARENG. But the arbitration procedures are SIMPLER AND
� MORE �.lMITED THA�V RULES APPLICABLE IN COURT Arbitrator decisions are as enforceabte as any court order and are subje�t to VEAY LIFAITED RE-
� VIEW BY A COURT_ FOR N�ORE DEfAILS: Review the section {itled ARBITRATION AGREEMENT,WA1V�R OF JI�FIY TRIAL AND WAIV�R OF CLASS AC-
� TION ADJUDICATION found in the�'erms and Conditions of this Contract.
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SUB TOTAL 5 22292
"TAX $ 0.0
DELIVERY S 0.0
ORDER T{JTAL S 2229.2
BALANCE DUE
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NOTtCE TO CUSTOMER
All iterns listed in tt�is contrac�and specificaiion s}teet(s� are to�e ins#alled under candifions agreed upon at tirrte of purcF�ase and at�he price appearing ,
on this contract form.This assumes sound existing substruc#ures, superstructure and points of atta�chments. Ex�ra fabor or material inciclent ta installation
necessitated by de#ecti�e substructures, s���a�st�[!utt�S?; N�:r:�s ^vf Cti�dCiiiii2ili; vi;�� �av�ng oi #ixiures or ap}�iiances to be billed at extra cost to custam- I
et. DQ t�OT SIGN THIS CONTRACT U(yTiL GOf+1[f�L�?E??�D Y{�U H4tJ� R���T��TE�t'+PS�ivu�C3ive�i�iQyS t)F i ti{S CflNTFiACT BY S1G�11�lC�
�� BEl�OW, YOU ARE ACKl�OLh,1�.EDGlNG THAT YOU �IAVE �cA�,iJNDE�S i Ai�i� a�VD,�G�t���'0 T�E TER��'�5 AND Ct7N�i3f01��SE i rflR'�H ON
v i H1S CONTRACT YC?�J ARE ENTI7l.ED TC}A COPY OF TH(S CQ�!?"RAGT A�'?4�E T!P�S���SI aT��TJRE.
�
� N{}�'!CE TO 4lNN�R:-ACG4RQlfV� TQ FL4RIDA'S GONSTRUCTION LiEN LAV�t� (SEGTIQNS 713.{lQ1- 713.3?, F�ORIOA `
,`; STATUTES THfJSE Vlf RK [}N YC111.�.p�{�pE�'�F �E ARE�T+��{5T
� PA�L} [N FUL.L HAVE A R�GHT T�D E[t�FORCE TNE�R CLAIM FOR PA►Y11111E��`A+r�:��!�T Y�l..�g oan�aL�;Ty, -�;e� ����� ��
n I i�u�e��� .d�� ; ��fi�J S1'�id1C1"IQV� t��s�e 9F Yt}T�e� �;rg��e;�,�T^,,�,,� ^,�,,,n A ��u�uy i ni��i un t=�iLS YC� P�� �UQCON-
^ TRACTORS, SUB-Si1B�ONTRACT�RS, OR t4�iA�7'ERIAL SUPPLIERS, THOSE PEOPLE WH� AtRE C}WED MOMNEY (�IAY
«� �tJC7K T{} �YDUR PR�PERIY Ft3R PAYi�tIENT; EV�t�1 tF �d�! ���#� ���F.��S3v P;!� ���� ��t+i+vTr��i.TC3r� ir�' Fi�i.i.. it= �
a YQU ERIL T+C3 PAY YG1UR �C}N�'RACTt}R, Y{}UR Ct}NTRAC�'{}R N1AY A�S� HA�{E A LiEt� QN YC)UA PROPERTY. THiS
oa MEA�IS IF A LtEi� !S FlLE� Yt�UR PROPERTY CQ�lLD BE S�k�� A�Ar�!�T vt,���Q ���:. ?,!; �.',�",V '.�^vrR ��iS^vR, �i�i<r��-
o itiL�r 6� l`��'HER SERVIGES TNAT YQUR C{)NTRACTOR 4R 1� SUBC4�lTRA�Tt'�}R IUtAY NAVE �A{LED T€) PAY. TC1
� PRQ�fECT Y4UR�ELF, YQU �HQI�L� STIPUI.ATE IN THES CQNTRACT THAT BEFC3RE ANY PA'lNI�NT IS IVIAQE, Y�Ui�
CO C(?(UTRACTC?R 1S REQUIRED TC} PRQVlDE Yfl�U V4�ITH A V�R!fTEN RE�EASE QF !.lEN ER014it �4NY PER50�1 OR C{}IU!-
,� PANY THAT HAS PR4YIDED TO YOU A "�lQTlGE TO OWNER." FL.ORIC?A'S CQN�TRUCT!{1N LlEN LAW !� CQl1tiP�EX,
°r° AND IT (S RECOIh�IMENDED TNAT YOU CONSULT AN ATTORNEY.
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Qoo�Detail Specifications Holley Dev Corp,�54584 �
� 7- Please provide dravring from onsite using sv�ing irsfo on rigF�t �
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' '• ' ate: 11 29J2�17 Ncte In:er:arJExtericrview Left Hand Righ:Hand
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SEore#: 1854
Cusiomer: CHR15 WE66 � �
L � j � Patia Seyit+g:R=Ac;3�e,!=:�atti�e '
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us amer must e ome for installation ` � �
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Door units to measure-one door per row-a�i measurements must be in inches. �
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Prehung Lowtion H�ugnOpening UnitSize '� �
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Srorm Entry Sidelight iransom paoio-Swing Patio-Slider �nterior orSlab Comment Width Height 1Ydth Height �ambDeptb y� p
1 LHIS FRONT 371/2 8Z 1/2 51/4 � �
2 FRONT 36 8fl �' v
3 LHIS , i + T'�GAg;G�` f � 311/2 81 �/2 4 9/16 '� �°
� 4 RHiS GARAGE 331/2 Sl lj2 4 9/16 �� N
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COMMETVTS: 5 PCS LARGE PVC BRI�KMQLD 8 PCS 2 1/4 CLAMSHELLCASING 3PCS 1X4X8 PVCTRfM 9 PCS PTFENCE PICKETS �
DOORTO GAftAGE N1UST BE FIRE RATED. f�
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Product A,�proval Menu>Product or Aoplication Search>Application List>Application lletail
FL# FL4904-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Commenls
Archived
Product Prtanufacturer Masonite International
Address/I'hone/Email 1955 Powis Road
Wes[Chicago,IL 60185
(800)663-3667
ssclveiber@masonite.com
Authorize:d Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Plione/Email
Qualiry Assurance Representative
Address/f'lione/Email
Category Exterior poors
Subc�itegory Swinging Exterior poor Assemblies
Compliance Method Certification Mark or Listing
Certilication Agency National Accreditation&Management Inst tute
Validated E3y National Accreditation&ManngemenY Inst tute
Referenced Standard and Year(of Standard) Standard Ye�r
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified 13y
�:I affirm that there are no changes in the�ew Florida Building Code which affect my
product(s)and my product(s)are in complia ce with the new Florida Building Code.
Documenlation from approved Evaluation or Validation Entity t,;yes { No ��-N/A
Product Approval Method Method 1 Option A
Date Submitted 04/29/2015
Date Valiclated 04/29/2015
Date Pending FBC Approval
Date Approved OS/04l2015
Summary of Products
� � --
http://v�n�vw.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqteluIwHNbblSc... 7/24/2017
Page 2 of 3
�'L# 11�todel,Number m•Name Description
�4904 l Wood-edge Steel:iide-Hinged Door Units 6'-8"Opaque I/S and 0/S Sin le Door �
1Limits of Use Certification Agency Certi cate
Appraved for use in HVHZ:Yes FL4904 R7_C CAC Tf100 1 lO.Ol.�df
Appraved for use outside HVHZ:Yes Quality Assurance C'ontrac Gxpiration Date
Impact Resistanl:Yes 12/31/2020
Desigrn Pressure:+'76.0/-76.0 Installatian Inst�•uctions
Othei^ Evaluated for use in locations�dhering to the Florida Building FL4904 R,7,�,[I FL0128,,�xlf
Code including the High Velocity Hurricane Zone,and where pressure Veriiied By•National Accre itation&Management[nstitute
requirements as determined by ASCE 7,Minimum Design Loads for Created by Independr.nt Thir Party:
E3uildings and Other Structures,does not exceed ihe design pressures Gvaluation Reports
listed.3'-0"x 6'-8"max nominal size.Wlien large missile impact FL4904 R7 AE 504A_�df
resistance is required,hurricane protective system is NOT required.See Creafed by[ndepend<:nt Thir Party•Yes
DWG-MA-FL0128-OS for details. O D Z (7
4904.2 Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I/S and O/S Sin le Door --�
� —IOt71
Limits of Use Ccrtification Agency Ccrtifi ate � P77 �ta -�
Approved for use in HVHZ:Yes FL4904 R7 C CAC N1006 10.02. df m C)��
Approved for use outside HVHZ:Yes Quality Assurance Conh•ac Ezpiration Datc �--
�0� � .
Nmpacc Resistant:Yes 12/31/2020 q
Design Pressure:+70.0/-70 0 Installation Instructions D
Other:Evaluated for use in locations adliering to the Floricla Building FL4904 R7 fI FL0129;�df � ��
Code including the High Velocity Hurricane Zone:,and where pressure Veri�ed By•1Vational Ar,cre litation&Management Institute ���
rr,quirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Thir Party: = n C3
BuildinE;s and Other Structures,does not exceed the design pressures �v�luation Reports '�v�
listed.3'-0"x 8'-0"max nominal size.Wlien targe missile impact FL4904 R7 AE 503A.pdf =I17 +n
resistance is required,hurricane protective system is NOT required.See Created by Independent Tliir Party:Yes p= n
DWG_ti1A-FL0129-OS for details. � �—
�1904.3 Wood-edge Steel Side-Hinged Door Units 6'-8"Upaque 1/S and O/S Doo w/or w/o Sidelites �
Limits uf Usc Certification Agency Ccrtifi �te �
Approved for use�in IiVHZ:Yes FL4904_R7 C CAC N[006 10_Ol,pdf �
rOppro��ed for use outside HVHZ:Yes Qualily Assurance Confract Gxpiration Dace �
Impact Resistauh Yes 12/3 V2020 �
Uesign 1'ressw•e:+55.0/-55.0 Installation Insh�uctions
Othcr;Evaluated for use in locations adhering to the Florida Building FL4904 R7 [I FL017.8.�f � �
Code including the High Velocity Hurricane Zone,and where pressure Verified By:Nationel Acered tation&M�nagement Institute Z �
requirerrients as determined by ASCE 7,Minimuiri Design Loads for Created by Independent"fhird Party•
E3uildings and Other Structures,does not exceed the design pressures Evalu�ition Reports
listed. I7.'-0"x 6'-8"max nominal size.Wlien large missile impact �L4904 R7 AE 502A.pdf � �
resistance is required,hurricane protective system is NOT required on Created by Inciepen<lent Tliird Party:Yes �
opaque panels,but is required on glazed panels.5ee DWG-MA-FL0128- � �
OS
— '�
- — — i
4J04 4 _ Wood-edge Steel Side-Hinged Door Units 8'-0"Opaque I(3 Door w/or w�o Sidelites �
I,imits of Use Certification Agency Certific te =
Approved for use in HVHZ:Yes FL4904 R7_C CAC NI0061 0.02..pdf r=-
.�pproved for use outside HVHZ:Yes Quality Assurance Contr:tct xpiration Datc �
Impact Resistant;Yes 12/31/2020
llesign 1'ressure:+45.0/-50.0 Install;ition Instructions
Other:I�valuated for use in locations adhering to the Florida Building FL4904_R7 I[ FL0129 pdf
' C:ode including the High Velociry Hurricane Zone,and where pressure Verified By:National Acr,redi ation&Managemf:nt Institute
requirements as detemiined by ASCE 7,Minimum Design Loads for Created by Independent T'hird arry•
Building,and Odier Structures,does not exceed the design pressures �valuation Repm•ts
listed. l2'-0"x 8'-0"max nominal size.When large missile impact FL490�R7 AE SOIA,j�df
re;;islancc:is required,hurricane protective system is NOT required on Created by Independent Third arty;Yes
opaque panels,but is required on glazed panels.See DWG-MA-FL0129-
OS
4904.5 Wood-edge Steel Sicie-Hinged Door Units 8'-0"Opaque 0/S w/or w/o Si elites +
Limits oi'Use Certification Agency Certitic te
Approvcd for use in HVHZ:Yes FL4904 R7 C CAC NIU061_0 02.pdf
�pproved for use outside HVHZ:Yes Qu�lity Assurance Gontract �xpiration Unte
Impact liesistant;Yes l2/31/2020
Uesign P'ressure;+50.0/-45 0 [nstall�tion Instructious
Other:Evaluated for use in locations adhering to the Florida Building FL490�4_R7 [I FL012J,pdf
Code including the High Velocity Hurricane Zone,and where pressure Verifed By•National Accredit tion&Management Institute
requirements as detennined by ASCE 7,Minimum Design Loads for Created by Independent Third arty:
Buildings and Other Structures,does not exceed the design pressures �valuation Reports
listed. I2'•0"x 8'-0"max nominal size.Wlien large missile impact FL4904_R7_AE_SOIA,pdf
resist�ince is required,hurricane protective system i;s NOT required on Created by Independent Third arty:Yes
� http;//w�:vw.floridabuilding.ot•g/pr/pi•_app_dtl.aspx?param�=wG�VXQwtD,qteluIwHNbblSc.,. 7/24/2017 �
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Page 3 of 3
opaque panels,but is required on glazed panels.See DWG-MA-FL0129- ' — �
OS _
4904.6 Wood-edge Steel Side-Hinged Door Units 6'-8"Glazed I/S and O/S Door v/or w/o Sidelites
Limits ol'Use Certitication A.gency Certific tA e
Approved fm•use in HVHZ:Yes FL4904 R7 C CAC 1VI0061_.0,03_pdf
Approved fm�use outside HVHZ:Yes Qualit��Assur;ince Contract xpiration llate
Impact IResistant:No 12/3]/1.020
I)esign F'ressure:+50.5/-50.5 Installation Instructions
Other:Eivaluated for use in locations adhering to�lie Florida Building FL4904 R7 II_FL0130_pdf
Code including the High Velocity Hurricane Zone,and where pressure Verified By•National Accreditation&Management Institute
re:quirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third arry•
Building<..and Other Structures,does not exceed the design pressures Gv�luation Reports
listed. 12'-0"x 6'-8"max nominal size.Wlien large missile implct FL4904 R7 AE 502A�clf
resistance:is required,hurricane protective system is required.See DWG- Created by Independent'I'liird arty:Yes
Iv[A-FLO 130-OS for details.
4904 7 Wood-edge Steel Side-Hinged Door Units 8'-0"Glazed I/5 Door w/or w/ Sidelites
Limits of'Use Certification Agency Certitic te
��pprovcd for usc in HVHZ:Yes FL4904 R7 C CAC M0061 0.04,pdf
rtipproved for use outside HVHZ:Yes Qualih�Assurance Contract x�iration D:ite
Impact Resistant:No 12/31/?.020
I)esign Pressure:+40.0/-45.0 Installation In:�tructions
Otlier:Evaluated for use in locations adhering to the Florida Building FL490�3 R7 II FL013I.pdf
Code induding the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute
requiremcnts as determined by ASCE 7,Minimwn Design Loads for Created by Independent Tliird arty•
Buildings and Other Structures,does not exceed thf;design pressures GvaluTtion Reports
lisced. 12'-0"x 8'-0"max nominal size.Wlien large missile impact FL490�1_R7_AE_SOIA.pcif
resistance is required,I�urricane protective system is required.See DWG- Createci by Independent Third arty:Yes
ivfA-FL0131-OS for details.
4904.8 Wood-edge Steel Sicle-Hinged Door Units 8'-0"Glazed 0/S Door w/or w o Sidelites
Limits ol'Use Certification Agency Certific te
Approved for use in HVHZ:Yes FL490h R7 C CAC NI0061 0.04, df
�pp�roved for use outside HVHZ:Yes Quality Assurance Conh•act xpiration D�te
[mpact Resistant:No 12/31/2020
Uesign Fressure:+45.0/-40.0 Installation Instructious
Other:Evaluated for use in locations adhering to the Florida Building FL490�4 R7 II FL013 Lpdf
Code including the High Velociry Hw•ricane Zone,and where pressure Verified By•National Accredit tion&Management Institute
requiremf:nts as determined by ASCE 7,Minimum Design Loads for Createcl by Independent Third arty• -
Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
listed. l2'-0"x 8'-0"max nominal size.Wlien large missile impact FL490�4 R7 AE SOIA.pdf
resistance is required,hurricaite protective system is required.See DWG- Created by Independent Third arry:Yes
MA-PL0131-OS fordetails.
� http;//w�vw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwt ,qteluIwHNbblSc.,. 7/24/2017
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' Page 1 of 3
- ' , , �
Product A��roval Menu>Product or Ap�lication Searclt>Application List>Application Det�il !
I
H�-# FL22513-RO .� ��
Application Type New i
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by tl�e POC
and/or the Commission if necesslry,
Comments
Archived �
�
Product Manufacturer Masonite[nternational �
Acidress/Phone/Email 1955 Powis Road
West Cliicago,IL 60185
(800)663-3667
ssclireiber@masonite.com
Authorized Signature Steve Schreiber
ssclireiber�masonite.com
Technical Representative �
Address/Plione/Email
Qualiry Assurance Representative
Address/Phone/Email
Category Exterior poors � I
Subcategory Swinging Exterior Uoor Assemblies
Compliance Method Certification Mark or Listing I
Certification Agency National Accreditation&Management Institute
Validated By National Acereditation&Management Institute
Referenced Stendard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certi�ed Eiy
Product Approval Method Mediod 1 Option A
Date Submitted 06/13/2017
Date Validated 06/16/2017
Date Pending FBC Approval
Date Approved 06/20/2017
Date Revised 11/21/7.017
Summary of Products
FL# Modcl,Number or IVame Descriptian _ I
http;//wtivw,floridabuilding,org/pr/pr�_a dtl.as x? aram=wGLVX wtD td tNble z46 .., 12./7/201
pP_ P P Q �q Y � Q 7
' Page 2 of 3
22513 1 HPC Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S or O/S Single or pouble Door w/or w/o Sidelites I
Unit
L.irt�its of Use Certiflcation Agency Certifi �te
Approved for use in HVHZ:Yes FL22�13 RO C CAC NI01�747.OI,pdf
Approved for use outside HVHZ:Yes Qualil.y Assurancc Conh•act ExpirTtion Dafe
Impacl Resist�nt:No 06/30/2021
Design Pressure:+50/-50 Instellation Iush•uctions
Other;Gvaluated for use in locations adhering to the Florida Duilding FL22513 R0._II FLOL12,a�df
Code,including the High Velocity Hurricane Zonr,,and where pressure Verifed By:National Acered tation&Management Institute
requirements do not exceed the design pressures listed. 12'-0"x 6'-8"max Created by Independent Thirc�Party:
nominal size.When impact resistance is required,liurricane protective Gvaluation Reports
system is required.Door top rails stamped"HPC".See DWG-MA-FL0212 FL22S_I3_RO_AE_51�{008:ptjf
tbr details� Create.d by Independent Thirdl�Party;Yes _
'?2513.2 Wood-edge Steel Side-Hinged Door Unit 8'-0"Opaque I/S or 0/S Singld Door Unit
Limits of Use Certific�tion Agency�Certifi ate
r�ppro��ed for use in HVHZ:Yes FL22513 RO C CAC NI013747.04. dF
r�pprored for use outside IIVHZ:Yes Quality Assur�nce Contract �xpiration D�te
Impact Resistant:Yes 06l30/2021
Design I'ressm•c:+70/-70 Installation Insh•uctions
Other:Evaluated for use in locations adhering to the Florida Building FL22513 RO f[ FL0215.odf
Code,including the High Velocity Hurricane Zona:,and where pressure Verified By:National Accred'tation&Management Institute
requirerrients do not exceed the design pressures listed.3'-0"x 8'-0"max Created by Independent Tl�ird Party;
mm�inal size.When impact resistance is required,hurricane protective Gv�lu�tion Repm•ts
system not required.See DWG-MA-FL0215 for details. FL22513 RO AE 514009.�d
Created by Independent Third Party:Yes
27.513.3 Wood••edge Steel Side-Hinged Door Unit 8'-0"Opaque I/S Single or poi ble Door w/or w/o Sidelites
Limits of Use Certification Agency Certific te
A,p��roved for use in HVHZ;Yes FL22$13,_RO_C_CAC NI01.3.,47:04;.pdf
A,p��roved for use outside HVHZ:Yes Quality Assurance Contr�ct �xpiration Date
Iropact Resistant:Yes 06/30/2021
Design Pressure:+45/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building FL22513 RO_II FL0215.�df
Code,including the High Velocity Hurricane Zone,and where pressure Verified By:Nationel Accredi ation&Managemf:nt Institute
requirements do not exceed the design pressures listed. 12'-0"x 8'-0"max Created by Independent Third Party•
' nominal size.When impact resistence is required,hurricane protective Evaluation Reports
system not required on opaque panels,but is required on glazed sidelites. FL22513 RO AE 514007. d
See DWG-MA-FL0215 for details. Created by Independent Tliird arty:Yes
7_2513 4 Wood-edge Steel Side-Hinged Door Unit 8'-0"Opaque O/S Single or po ble Door w/or w/o Sidelites
Limits of Use Certification r+,gency Certi(ic te
Approved For usc in HVHZ:Yes FL22513_RO C CAC NI013�47.04•ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract �xpiration I)ate
Impact Resistant;Yes 06/30/2021
Design I'ressure:+50/-45 Install�tion Insh•uctions
dther:13valuated for use in locations adhering to the Florida Building FL22513_RO lI FL0215;pdf
Code,including the High Velocity Hurricane Zone,and where pressure Veritied By:N�tion�l Accredi ation&Ivlanlgement Institute
requirements do not exceed the design pressures listed. 12'-0"x 8'-0"max Created by lndependent Third�arty• '
nominal size.When impact resistance is required,hurricane protective Gvaluation Reports
system nut required on opaque panels,but is required on glazed sidelites. FL22513._RO AE_S 14007,pdf
See DWG-MA-FL0215 for details. Created by Independent Tliird Trty•Yes I
22513.5 Wood-edge Steel Sicie-Hinged Door Unit 8'-0"3/4-Lite Glazed I/S or O/ Single or pouble Door w/or w/o Sidelites
Limits ot"Use Certific�tion Agency Ccrtific te
Approvr.d for use in HVHZ:Yes FL22513 RO C CAC NIOl3 47.06, df
Approved for use outside HVHZ:Yes QualityAssurance Conh•Tct �xpirTtion D�te
Imp�ct IResistant:No 06/30/?.021
Ucsign f'ressure:+40/-40 Installation Insh�uctions
Otl�er:E:valuated for use in locations adhering to the�lorida Building FL22513 RO 11 FL0217.odf
Code,including the High Velocity Hurricane Zone,and where pressure Verified By:National Accredit tion&Management Institute
requirements do not exceed the design pressures listed. 12'-0"x 8'-0°max Created by Independent Third arty'
nominal size.When impact resistance is required,hurricane protective Evaluation Reports
system is required.See DWG-MA-FL0217 for details. FL22513 RO AE 514007.pdf
Createcl by Independent Third arty;Yes
22513.6 Wood-edge Steel Sicle-Hinged Door Unit 6'-8"Opaque I/S or O/S Single i oor
Limits of'Use Certification Agency Certific �te
Approved for use in HVHZ;Yes FL22513_RO_C CAC NI013��47,.pci,f
Approved for use outsidc HVHZ:Yes Quality Assurance Conti•act Dxpiration Date
http://w��vw.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtD,qtdytNblepz46Q..'. 12/7/2017
L
Page 3 of 3
lmpace Resistanto Yes 06/30/2021
�esign Pressure:+7p/-7p Installation Instruction:t
Other:Gvalu�ted for use in locations adliering te tlie Florida Building FL22513 RO II FI.021 I.ndf
Code,including the High Velocity Hurricane Zone,and where pressure Veritied By:l�ational Accred'tation&Management Institute
requirernents do not exceed the design pressures listed.3'-0"x 6'-8"max Created by Independent Thir Party•
nominal size.When implct resistance is required,hurricane protective Gvaluation Reports
syslem not required.See DWG-MA-FL021 l for details. FL22513 RO AE 514010.pd'f
Crea[ed by Independent Thir Party:Yes
22513.7' Wood-edge Steel Side-Hinged Door Unit 6'-8"Opaque]/S or O/S Singl or pouble Door w/or w/o Sidelites
L,imits of Use Certification Agency Certifi �te
Approved fm�use in HVHZ:Yes FL22513 RO C CAC NI01�747. df
r\pproved for use outside HVHZ:Yes Quality Assurance Contr�ct Expiration D�te
Impact Resistant:Yes 06/30/2021
Design Presstn�e:+55/-55 Install�tion Instructions
Other:Evaluated for use in locations adhering to the Florida Building FL22S 13 RO II FLO?.I l.�df
Code,including the High Velocity Hurricane Zone,and where pressure Verified By•National Accred tation&M�nagement Institute
requirements do not exceed tlie design pressures listed. 12'-0"x 6'-8"max Created by Independent Third Party:
nominal size.When impact resistance is required,hurricane protective �valu,ition Reports
system not required on opaque panels,but is required on glazed sidelites. FL22513 RO AE 51�}008. ci
See DWG-MA-FL0211 for details. Created by Independent Third Pariy•Yes
27_513.8' Wood-edge Steel Side-Hinged Door Unit 6'-8"3/4-Lite Glazed I!S or O/ Single or pouble Door�v/or w/o Sidelites
Limits of Use Certification Agency�Certificate �
r+�pprovcd For usc in HVHZ:Yes FL22513 RO C CAC NI013 47,03.pdf
rLpproved fm•use autside HVHZ:Yes Qu�lity Assurance Conh•Tct �xpiration DTte
Im�inct Resistant;No OG/30/2021
Design Pressure,+50l-50 Installntion Insh•uctions
Other: Evaluated for use in locations adliering to tlie Florida Building FL22513_RO ]I FL0214.,pdf
Code,including the High Velocity Hurricane Zone,and where pressure Veritied By:National Accredi ation&Management Institute
requirements do not exceed tlie design pressures listed. 12'-0"x 6'-8"max Created by Independant Third Party:
nominal size.Wlien impact resistance is required,Iturricane protective Evaluation Reports
system i:�requirecl,See DWG-MA-FL0214 for details. FL22513 RO AE 514008.pd
Created by Independent'I'hird Party:Yes
http;//v✓�vw.floridabuilding.org/pr/pr•_app_dtl.aspx?param=wGEVXQwtD,qtdytNblepz46Q.., 12./7/2017
n1M�,SON�T� 749�MAX. OVfRAL1 FRNAE WIDRf � �
o �
WOOD-EDGE STEEL DOOR UNIT 2�� �X 36.375" Max. U O�
6'-8"DOUBLE DOOR W1TH/WITHOUT S1DELITES D.L.O. PANEL W107H f 37.5' MAX. '� ¢
W/ASTRAGAL � I FRAME W1DTH � �J
�
�
GENERAL N07ES � � � �
� z -O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � i � l I I I I I I I I I � W O S
THE FLORIDA BUILDING CODE AND WHERE PRESSURE � I � Q V I
REOUIREfAENTS /S DEfERMINE� BY ASCE 7, MINIMUM I
DESIGN LOADS FOR BUIIDINGS AND OTHER STRUCNRES,
D O E S N O T E X C E E D T H E D E S I G N P R E S S U R E S L I S i E D. ^ I LL l L()U
z y�oo�a,y� pqOTECTNE S5TF7 (SHUTTERS) i5 N0T REOUiRED ON � o � �
OPApUE PANELS, BUT IS REQUIRED ON GLNZED SIDELITES. � � N � �F-
� �
3. WHEN INSTAILED IN THE WIND-BORNE DEBRIS REGION, � � �
EXCLUOING THE HIGH VELOCfiY HURRICANE ZONE (HVHZ), � � �
-----HURRICANE-P-ROTECTNE�YSTEM-IS-NOT-REOUIRED-DN-OPAQU� --�--! I •
PANEIS OR PANELS WITH IMPACT GIISS, BUT IS REOUIRED W ��
ON PMtELS WITH NOk-IIAPAC7 GLASS, w
a. POLYURETHANE CORE fLAME SPRE4D INDE% OF SQ � , ' I I � � I I I ¢ � (
enin cupKc lJC�Ti IJDCII �tincv OF 50 P� "�5 E3S �
5. PVSTICS TESTING. � � a
TEST DESCRIPTION DESIGNATION LITE fRAME � I I I I I I � � I o��� ��
SELF IGNITION TEMP ASTM D7929 842 'F > 650'F �a,-+„ o
RATE OF BURNING ASTM D635 128 !N MIN ��`"���
ou�m��
SMOKE OENSITY ASTM D2843 70.27 o e w E W
TENSILE S7f2ENGTH• ASTM D638 1.89. DIFF o�,�„vi��
• COMPARATIVE 7ENSILE STRENGTH AFTER WEATHERING ^W o$��'�
' 4500 HOUP,S XENON ARC MEfHOD 1 �I� �o
" o �
QOUBLE DOOR UNR W/SlDELITES a a
Add�ndum m 9AA9
. �
:a1�'icationNc_ 413 4 m
Revi=.wed By. -
Date Reriew
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SINGLE DOOR UNR DOUBLE DOOR UNIT S�NGLE DOOR UNIT SINGLE OOOR UNR SINGLE DOOR UNfT W/SIDEIlTE DOU81E OOOR NIT W/ ID 1T s
Wf7H SIDEIlTF WI7H SfOELlTE O
Z
WHERE WATER INFILTRATION PERFORMANCE IS aarc 5 26 77
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIOTH INSWING OUTSWING INSWIhG HUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S •/_ � �tE N.T.S_
SHEET � DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70_0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 £�X �
a i pi c cc i n._ ? o."'�.-.: SS'!S
1 7 . IC.4 R�ATIONS & G_!d_.,A_ N.,T�S XX 4 +SS.0 -55.0 +55.0 -55.G i� H +20.0 -20.0 +30.0 -30.0 I+50.0 -50.0 I
2 AidCi-iORiNG LOCATIONS & DEfAiLS OX or XO 7� +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 cwc.er:
3 ANCHORlNG LOCATIONS & DETAILS OXO 7 72.5 +55.0 -55.0 +55.0 -55.0 N A t20:� -2C�,n i zn n zn n �.5�.� ' -��� ,,�q: �"��'�� p„Amr+�;nU.
I OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 '+50.0 -50.0 V FLORlDA P.E.n OwG-aw-F�olt f-i7l
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SEE DEfAIL
-F. #8 x 2" }
ASTRAGAL REfAINER BOLT HOLE m
#g x 2�� #70 x S/8" � MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
#8 X 2„ #10 x 5/8" FOR A 1.375" THROW
#10 x 2-1/2'� #�a x 1" DEfA1L "E" ASTRAGAL �
DETAIL 'F" ASTRAGAL z
ATIACH ASTRAGAL REfA1NER BOLT o
a �7n X Z�� STicirit ri�v7t IU F=KAME �
� �10 x 5/8�� AS SNOWN. �
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DETAIL "C„
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EIASTOMER �"^t : cenifia�imNo.: �? v
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t a82" ^ 1.75' I1.047- 'R�'aiaR p�QB scu� N.T.S. ,
��iC�1L U�ZIIVI� L7C7�I�L DWG.�
' � NON—IMPACT GLASS �MK��'�
DRFWING NO.:
�Z—SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD o�_�_�Z �_�� �
�sH�r 2 or 3
SEE DETAIL
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SEE DETAiI I � �• o �
' "F' SHT. 2 6- 6� -'� -s' �I�W_� a
• HARDWARE SCHEDULE
• 1. KWIKSET SERIES 400 GRADE 3 CYLINDRlCAL lATCH AND m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL ��iN- I o. • � •� 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING COnDIT10NS PREPARED, —MnZxS 7"Xl/2' CORRUGATED �tO7C2" WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END s' FROM EACH END
(FLORIDA �}62514) WITH THE LOWEST (LEAST) ��_� �_ nr.�o 7' oc �o i2' oc o
FASTENER RATING FROM THE DIFFERENT FASTENERS �: �
BEING CONSIDERED FOR USE. JAMB, HEAD, AND acRruc w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE � �� �
CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY acRvuC �
SHIM MUST BE PLACED IN SNIM SPACE AT EACH ANCHOR ANCHOR INSTALLATlON �'T�
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �^�� �� I I a
VJOOt� SCREW EDGE DISTANCE MIN 3/4"_ .. f I I ( � o
o•�" • � x COMBINATION WOOD COMBINATION WOOD I
2. THF +NOOD SCREW SlNGLE SHEAR DESIGh VALUES COME FRON i_so'-- MULLION (BOXED) �AULL!ON (SQXEDI �
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT M�N L _025"
OF 1-1/2" MINIMUM F�3F(]�(Ft�T TyF �nprn 1 AA r ru��c v.nx {3) ,�oxz-t/2' I I I I I Io
h US, l�., ✓� SHIM WO�OH END s AddzrdwnioNAMI I Z
MINiMUM EMBEDMENT OF 1-1/4" � •
CL—� I— • C�t�fxlpnNo_ !3 �f �TE 5/26/77
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO -�.�'' e Re'"�''�9Y sc�c: N.T.s.
TRANSFER LOAOS TO STRUCTURE. - �reR�'"
� �� wrc-ar SWS
4 MINihlUM DESiGN VALUE STRENGTH OF ANCHORS 1 S5 LBS TYPICAL WOOD BUCK � � r"�.B'":
ANCHOR INSTALLATION ORAWING ND.
INTEGRAL WOOD DWC-MA-FL0211-77
MULLION (CHS) s�ec 3 ov 3
, — —