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Home My WebLink About15-16326 ��, CITY OF ZEPHYRHILLS � 5335-8TH STREET ,: (sis)�so-oozo 1 63 BUILDING PERMIT �,,� PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16326 Address: 6931 OAKCREST WAY 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: OAK CREST ESTATES Est. Value: Parcel Number: 02-26-21-0230-00000-0160 Improv. Cost: 1,852.54 OWNER INFORMATION Date Issued: 6/01/2015 Name: SMITH-DUFFY ROBIN MAY(HEIMSTEAD Total Fees: 67.50 Address: 6931 OAKCREST WAY Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/01/2015 Phone: (813)788-9878 Work Desc: REPLACE DOOR W/ SIDELIGHT CONTRACTOR S APPLICATION FEES LOWE'S HOME CENTERS I C BUILDING FEE 67.50 `� - � � �/ ` � � Ins ections Re uired � FOOTER 2ND ROU H PLUMB MI C IN ULAT N CEIL NG 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 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." Comple#e Plans, Specifications Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. � CONTRACTOR SIGN TURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��io-rou-uuzu � < <.��y ui LC�tiyiiini� rciiin�nNN�i�,auv�� • -•- - - • -- - - ; Building Department_ ` � M o..i 6 c,A )atE�Rocelved r �� ' I Ph�one.Contact f.or Permittin �l 3 26q __ �"'j� �g' za�r� ' � ;� � )wn�:r's Name l�c^t-�� 7�lM, 5`=�.�� Owner Phone Number ��1 '� 7 Z� ��r7S2 _.T..�_ hrvnE�r's Address�,s��'''e- , �, � Owner Phone Number Cg�'�� 'g- 9S7$ � � �ee:Nmple Titleholdar N�ame CI_�� Owner Phone Numbe �7�`l-�l5- �7�ZZ 'ee:ilrnple Tltleholder A�ddress C�� -- ioe��er��i�ess ��r l3/ d�k�"�S7 �,_/�y ZePtiaYh i(!s %L 3 3�"y� ] LOT# /(c= �uESi�ivisioN ��A ic. C.dt.e ',S-i .�__� PAR�EL ID# D�--Z�-2r -�z3 t� --ovoop -a r�o � � (OBTAINED FROM PROPERTY TAX NOTIGE) NOR:6C.PRORO.S�� NEW�CONSTR ADD/ALT � SIGN Q Q DEMOLISH B �INS�ALL E� REPAIR �ROFOSEED.U3E [� iSFl�t) �� COMM � OTHER r1fF�l:�F CONST�tUCTIGiN [� i8 F _ TEEL �—. DE3�FtIP'�ION Of'WC)RYC r�-�Ci4 � � - ^r2 GrN�`7`r�� -o w Sic��e"i _ �- SZ2$,7 � BUIL.I�INGi S�ZE C_ '� SQ FOOI'AGE HEIGHT � [m�S�7�LJ A� i3i�t � �_� BUILDING $ r I I� VALUATI()N OF TOTAL CONSTRUCTION /� � D � �_�ELEC7RICAL $ ! AMP SERVICE Q PROGRESS kNERGY �] W.R,E.C, C� � � �_�PLUMBING $ , J � C�- '�� z;� �__ � [�MECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION �GAS Q IR017�FING �] SPE(,IALTY [� OTHER �l `�� I FINISHEG FLOOR ELEV��TIONS ��—�1 FLOOD ZONE AREA QYES NO �__�__� �. —�"_P C� r�,e�^ �...�::�.;•, tttro-t-tt�-rrrrttrtitttttt ;ttttt�-ittt+rrrrt, ^�' �'/O PAPIY ��4J-eS==ldoM�e, CeN�T�er�-,�o�.�. BUIl.DER • SIGiIV�TURE `� FtEGISTERED Y/ N FEE CURRE� ��/N --i ) � I e��j �"�'A �(u1� 3 z-�3 7"�' License# C.�o�. � J�1 �� •�__� ada�ess �o Qo � '1 �l�_� � � , =___. __ .s= : , ELECTRICIAN � � (;OMPANY SIC�NATURE � � FtEGISTERED Y/ N FEE CURRE� Y/N — ',— , _� Address C_ ;�_� ' � License# C r--�_—^.-- — � PLI�MBER i � � 1:OMPANY SIGWATURE _ ��,� � ftE01STERED Y/ N FEE CURRIS� Y/N ; �— � � r� R�ddress C_ i__„� -_ ' License# C ��— � _� MEEI:kIANICAL � I;OMPANY SIIiNATU6tE � REGISTERED Y/ N F6E CUFtRE� Y/N � i=;�- i � �dd�ess , _ Llcense# � � M� � 01'N�R ! � i 1;OMPANY S1�3NE4TIJRE i_^ I ftE01STEREp Y/ N FEE CURREA Y I N _ , T'—� ' � _� � � I L(cense# [ Address C_, ! -��------� {{..�{_�¢{�-�.}.f{�-f}i-}t}}f}} f'htff�ti�ttti-tl'tti'ti-f'titti-Ft' f-Ftti RE:�IF7ENTIAL Attach(2)Plot Plans;(2 setslof Buliding Plans;(1)set of Energy Forms;R-O-W Permit for new constructlon, � Stormwater Plans w/Sflt Fence Installed, Minimum ten(10)workl �g d�� s after submitkal date. Requlred onsite, onsWctlon Plans, - S�nitary FacIllUes�1 dtiimp,��er;.Site Work.Permlt forsubdivlslonsllarge proJects __.__ - Cc)MtlVIERCIAL Aflach(3)complete sats,•of�9ullding Plans p'us a Llfe Safety�Page;-(1)sef of Energy Forms.-R=O=VV Pem�it"f-o`r new consW�tlon�-` - • '�Minirnum ten(10)workir�g df�ys a fter su bm l t ta l da te. R e q u i r e d o n s l t e, C o n s t r u c U o n P l a n s, S t o r m water Plans w/Sllt Fence Installed, Sanll:ary Facllitles&1 dy�mps er,Site Work Permit for all new proJects.All commercial requlrements must meet compllance SIGiN PEERMIT Attarh(2)sets of Engin��ere�i Plans. � ""'PROPERTY SURVEY re uired for all NEW constructlon, acan�n�tnrm�n� � Dlrectlons; � ` i FIII out applicatiun c,rompletely, ; Owner&Contractor slgn back of appll�;atlor�,notarized If over 52500,m Notice of Commenc��ment Is requlred.; (AIC upgrades over 57500) •' Agont(for the c�mtractor)or Power of E�ttomi y(for the owr;Ser)would be someone with notarized letter from owner authorizing same OVF�t THE COUNTE:R IPERMITTING '(f'rur�t of Applicatlon Only) R�eroofs Ii shingles Sewers Servjce U grades A/C j Fences(PlotlSurvey/Footage) i Driveways-Not ovi3r Counter If on public ro dways,.neE�dsl ROW � I �� ' i / I , i - i NOTICE OF DE�D R�STRICTIONS: The undersigned understands that fhis �ermit m y b�i subject to"de�ed" restrictions" whioh may be more res#rlc#ive thart County r.egulations. The underslgnedlassumes re �on=3lbility for complf�nee w�th any , {. applfcable deed restrlc#lons. UNl.lCENSED CoNTRACT4RS AND CONTRAC70R RESPONSIBILITIE,�: If the aw�i�er has hired a contractor or contractars to undertak� work, they may be required ta be (Ecensed Irt ac�otd�nce wit �ta�e and locai regulatlons. If th� contractor Is not Iicensed as required by law, both the owner and contr�ctor may be c�ite� far a misderne��n�r vlolafian under state law. If fhe owner or iratended contractor are unce�taln as to;wh��# Ilcensi ±� t�quirem�nts may apply for th�, intended work, they are advised to contact the Pasco County Build(ng Ins�ecfion Div(si�n--�Licensing SeGtion at 727-847� 8p09, Furthermore, if the owner has hlred a con#ractor or contr�ctars3, h�i Is advi �d to have tho contractor(s) sign portions af the °contractor Block" of this appiication for whfch they wlli be ra,�pansible� Sf ou, as t1�� oVUnt�r slgn as the contrackor, that may be an lndicatlo� that he is not properly ilcensed and, is not entitled to�permitting privileges in Pasco Counfy. 1 TRANSPORTATION IMPACTIUTIUTIES IMPACT AND RESOURCE RECLIWERY FE ;S; ;The undersignecl undersfand:� that Transportat{on Impact FeeS and Recourse Recovery �ees may app!}� to �he cartst iactit�n of new buildings, chang� of use in existing buildings, or expansion af exis.ting bulldings, as specifled;in F�asco Co n#y!Ord3nance number 89�07 ;�nc� 94-07, as arrtended, The underslgned alsfl unde�stands, that such fees,;as may be ue, InWill be (dentifiE�tl at fhe timH of permitting. If Is further undersfood that Transpo�tation impact Fee:� and 1Re�tauroe R r.av+�ry Fees musf 6� p�id p�ior tti receiving a "cerkificate of vcaupancy" or final power release, If the praJect d��es not i volv;e a aertiflcate af occupancy ar flnai powar release, the fees must 6e pald prior fo permit Issuance. Fur�thermore, If asc`o Gounty iNat;rrlSewer Impac# fees are due, they must be p.aid prior to permit(ssuance In aecordance with applicable �;sco County ordinariees, CONSTRUCTIC}N L1EN LAV11(Ghapter 713, Florlifa 3tatutes, as amendedy: !f valu tlon�of wark is$2,ya40A0 or more, ! certify that i, the applfcant, have been pravfded wifh a copy of the "Florida Con t�ucition E.ien Law—Homeown�r'-;� Pratectlon Gulde" prepared by the Florida Department of Agrlculture and Consumer f�al�s. If the appliaarit i� sameono other than the uowner", 1 certify that I have obtained a copy af the akrove descrlbed do i�m�:nt and promis�� 4rf g�ad falth t� deliver it to the"owner" prfor to commencement. � ; ' C{?NTRACTOR'S10WNER'S �FFIDAVIT: I cerflfy that a41 the informatloj� In fhls appl c=atic�n 1s accurate,�nc� that a41 worlc wfll'be cione in compliance with all applicable laws regulating constructfoh, zqning an lar�d development� Application is hereby made fo abtafn a permit to do work and Instaila#ion as .lndlcated. ! cert!�Y that no work or instaflatfvn ha� commenced prlar to (ssuance of a permif and thaf all work wlil b�3 performed fo m�e3t standards of a(1 laws reguiatin� construction, Caunty and Clty codes, zoning regulations, and land develoxrment re�talat ons (n the jurlsdictlon, I alsn certify that i understand that fhe regulatians of otFier government agencles may apply 4o t�e interided wc�rk, and that It is my responsibllity to Identify what actions I must take to be in compU�ince. �Sut,h agenci ,� frlelude buf are riot limited to: - Department of Envlronmental Prate�tion-Cypress Bayl�eads� 1%Vetland A,e�s�and Envlronm�ntally Sensltiv� Lands, Water/Wastewater Treatment, ' - Sauthwest Flarlda Water Management D(strlct-Weils, Cypress Ba�hea�is, Wetland AreaS, Alterin� Watercourses. { � � - Army Corps of Engineers-Seawalls, Docks, Navigable Waterway,s. , � - � Department of Health & Rehabllltatl.ve ServlcesJ�nvlronmentai Health nit-1Nells, iNaste�nrat�r Trea#ment, Septic'fanks. '! � ; - US Envlronmental Protectlon Agency-Asbestos��atement, � � Federal Arriation Autharity-Runways. ! � � ! understa�d that the failowing restrlctlorts apply to the use of f(!!: � � ' - Use of fill Is not allowed in Fiood Zone"V" unless expressly permitted, ' - !f the flil materlal is to be used in Flaod Zone uA", if Is understood t�h�t 'a drainaga pl�in addressing �a °compensaffng volume° wi11 be submitfed at time of permittlr�g whlch is p'repared by a prafesslonal engineer iicensed by the State of Florida. ; - If th� fi11 materlal is ta be used In Fload Zone "A" !n cortnecticm with a C�ert,nitted buflding using stem wail construction, I certify that flll will be used only to fill the ��rea within the s#er�w�ll. - If #�fi mater{al is to be used !n any area, I eertify that use of such fil! wlll; no# adversely a�ffect adjacent praperfies, If use of fill is found ta adversaly affect adjacent;prcrperfies, t�a ciwner may be c.(ted for vlo3ating. the conditlons of the building permit Issued under the attacFied permit a pl(cation, for lots IEjs� than one (1) acre wh3ch are elevated by fil1, an englneered dra3nage plan is requlred. ' If I am Qhe AGENY FOR THE OWNER, I promise fn good faith #o inform�t�e�owner of ho �yermitting eonditlons set forth in this a#fldavit prlor to commencing canstructian. f understand that a separate perm(t��y;be requlred for electrlca! work, plumbing, slgns, wells, pools, air condifioning, gas, or other ins#allafians nnt specifi a11y+inc(uded in thfj applicafion, f� permlt lssued shal! be construed ta be a Ilcense to proce�d wlth the wark and not as ��tatNiority to,violate, c�incel, alter, or set aside any pravisions of the techn€cal codes, nar shall issuance of a p�rmlt preven the;BuElding Offlci��l f��om thereaffer requiring a correction of errors in plans, constructlon or vlalations of any cod�s, Eve pe�;mit issued�shall become Invalid uniess the work authorized by such permlt 3s cammenced wlfhln slx marith� of perm�# Iss;uance, or if work authorizec� by the permit Is suspendetl or ab��ndaned for a period of six (8) months after th�� time #he worik is commenced, An extension r�-fay be requested, in wtiting, from the Bul#dfng.Offlcia! for a perlod not to exceed nfr�ety i(90) days and wil4 demonst{�ati� Justifiable cause for fhe exfension�, lf wark ceases for ninefy(90)cansecutiv�days, th Jc�b;is considered �ib��ndoned. ; � ' � WARNING TO OUVNER: YC?UR FAILURE TC} RECOR€� J� NOTICE OF {:ONtMENGI:I�lENT MAY RESI�LT' tN YOUF2 _ PAYING TWICE FOR IMP.ROO/EMENTS TO YOUR.pROPERTY. QF YOU II+�TEND Tb 4�I�TAIN FINANCIN�G, CONSUL.Y' . .–WIT�i YflUR LENDER C}R Ai�A'T'i QRNEY BEFt�f�� RECQRDtMt�Yd�U�iVf3T[ �Q�OMl1f1�NG�MEN�� _ FLORIDA JURAT(F:S, 117,03) I - - � - - " - ,- '- OWNEf2 OR AGENT CON'TRAC7QR � � �'�-;�, Subacribed and sworn to(or afflrmed)before me thls Subscr�bed and or'n ta(or affirme�)bef,bre me s by . bY ' � _.....,�.. Who Islare persana4ly known fa me or haslhave produced Who islare�personally owr�to me •r ha,�ihave prodt�eed as idendflcatlon, � � _,�s Identiflcatlan. � � , i ! I Natary Public I _Notary Public Cammisslon No, _ Cammiselon No, � . � _,_,,,� �, i I Y Nama of Nqtary ryped,printed or stemped Name of Notary ryped,printed or st mpac,� k � � � � i To Whom It May Concern: 1, Robin May Smith-Duffy, give Gary Heimstead permission to pull permit on n�y property, f931 Oakcrest Way, Zephyrhi(is, FL 33542 to install new entry door. , ., ,. ��r.-r ��m�-� a� �Uf�`" �2',.�,c.,;`�3'�.�� ;��.�� —T.----, � / IlU�31r? �/t'Jrs�.S'�c'.rz-� � - : _% ` ��'�°° .�� ..��.v- C��c�C� � ��j � NAT�,SHAA.FLANSBURG. =��Y'�� klYCUtv1W11SSlON#fF128a61 �:Xr^lRES:JN'J 30,2U17 �m"`'� �a�acd tr.ra�,!I 151 SIB1810SU13EiCB i i Jac�ueline Boges From: Jacqueline Boges Sent: Tuesday, May 12, 2015 8:58 AM To: 'MONICA WATSON' Good morning again Monica, The ownership showing for the 6931 oakcrest way project is not Gary Heimstead will need to have ownership information proved. Send copy of closing paper showing new ownership. We can not release the permit to you until we have proof. Thank you Jackie Boges-SCSS 813-780-0020 ext 3513 5335 8th St. Zephyrhills, FI 33542 "Character is what you are in the dark." Dwight L. Moody , PLEASE NOTE: Florida has a very b�road public records law Electronic communications regarding most City of Zeph}n•l�ills business are public records and available upon request. Your e-mail communications�nay tl�e��efore be subject to public disclosure.If you received this message in eiror,please do not read,forward,copy,etc. and delete immediately I 1 .� ' �• _- :� i ,. ;s.,- � �—- �� .`; r; -�+:,.:.,._ - City of Zephyrhills BUILDING PLAN REVIEW COMM[ENTS Contractor/Homeowner: `f-(��_� Date Received: �r�J�� c% � ! i � Site: ,� � l�` Fl � �� j �c(.��CF2S� I�t�G�j / � I'errnit T e: �� (,��'1r1� �' ��l 1� l — Approved w/no comments:❑ Approved w/the below comments: enied w/the below comments: ❑ ��L' .��.��T� ,s�� ;�'�%�� ,� This comment she t shall be kept with the permit and/or plans. ; � �� _ ,� � r�� Kalvin S zer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) ��aF ��pv � lNSTALLATION SERVICES CUSTOMER CQNTRACT-MWORK-IN7IEXT/PATIC?D04R c�v �"'�� LC1WE'S C?F ZEF'HYR�EIL.LS, FL.,STORE# 1854 STORE PHONE:(813}838-900� a ( 7921 GALL BOULEVARD SAL.ESPERSON:KENNETH NEALLEY EPHYRHILLS, FL 33541 SALESPERS�N ID:1832398 Document Print Date:04/28/2015 This is only a Quote for the rnerchandise and services pr'sn#ed belaw.This becomes an agreement upan payment and issuance of a Lowe's receipt, upon which the entire agree- rnent, including the specifically completed pages of this document,the 7erms and Conditions inc[uded with this document, the applicabEe portion(s} of Lowe's receipt, and any other adclenda ax attachmenis hereto,shall be re#erred to herein as this°Gontract.' PLEASE READ THIS ENTtRE DOCUMEN7 INCLUDING 7'NE"7ERMS AND CONDITIONS"BEFORE S(GN(NG. �qwe`s Registration ar Contractar License Number!Lawe's Contractor Name Ftorida Cont�actor License Number CGC1�48417 n n ar Castamer Name Flome Phone o S GARY HEfMSTEAD 724-515-7'622 � Custamer Address • 4ther Phane � �' � 6931 OAKCREST WAY M �- City State/Province Zip t Fostal Gode �� ['} ZEPHYRHILLS FL 335A2 � ti Instatlation Address L '` -r 6931 OAKCREST WAY o Installafion City Ensta3lation SEatelPravince lnsialfation ZiplF3ostal Code � � ZEPHYRHILLS FL 33542 MERCHANDISE AN� INSTALLATION SUMMARY MIERCHANDISE SUMMARY 4874 :366-PFJ7 : STK: P�J CASE 366 21/4 X 11/16 7' : PFJ CASE 366 2 i/4 X 71/�6 7':METfitE INDUSTRI�S !NC-QTY 3 98458 :07526: STK : RML 8-FT tNHtTE PVC BRICK MOULDING : RiVfL 8-FT WHiTE PVC BRiCK MOUL.DING : EAST COAST M1L�WORK DISTRiBt1Tl - Q1Y 3 3268�4:PRODi.)CTCODE:SOS :SdS RB STt�1STR3 DEC�}TXTFG TC DFAS : ENTRY/EXTERIOR SINGLE UN{T W S7RIKE S@E S1DELlTE, HAMPTflN � CENTER ARCH "`**�5%OFF RFTA.!L O.R�P.L!RFL;1�$ILT SF'E�IAI.CFi'�3ER Ef�ITRY DOOFC$ FROM 04/2rJ15 TFiROUGH 05I05/15`°`: DOOr� FABr�1CAT10N � SERVtGES INC-QTY 1 N � Mater"rals Price $ 1187,79 � cti: � o " '�' Store 185�Prcject Na 43939S277 for GARY HEIMSTEAD Page 1 of 7 �— , i o , � �TOR� C:(�PY � � � M � INSTALLATION DESCRIPTION Stock or SOS:SOS Door Type: Exterior Select Location: Front Door Select New Door: Single Pre-hung Number of Doors to Install : 1 Side Lights or Transoms :Yes Total Num ber of Side Lights and Transoms: 1 Hardwood{Mahogany or Oak) Door: No Hidden Damage Description : None fVumber of additional holes bored for accessories : None lnstall Specialized Mortise Hardware: No Install Storm Door: No Lead Safe Practices: No Total Linear Feet of Custom Trim to be InstaAed: 19 Deliver poor: No Customer Understands Scope of#he Praject :Yes � Permit Required : Yes Who Will Obtain Permit:Third Parry � Permit Fee: Yes Additional Miles Traveled over 20: 0 0 8ring Up To Code Description : None Local Disposal Fee:Yes 0 � Describe Other Work Needed : Cut brick Mould from Stucco Other Work Charge:Yes '''� Comments: Install Exterior Front Door w!1 Sidelite � M � 00• � Labor Charges $ 699.75 �` Detail Deduction -$ 35.OQ +� . L Q � � ^ Additiona( Specifications: Notation: Lowe's wiil not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations. Additional Specificatians: Federal !aw requires Lowe's to provide you with the pamphlet Renovate Right: lmportant Lead Nazard lnformatron,for Familes, Child Care Providers and Scf�ools. By signing tt�is Contract, eustomer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activiry to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where In- staflation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title, interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe`s may use such photographs for any lawful purpos inclucfing, but not limited to, marketing, advertising, publi- � city, iffustration,training and Web content. By iniiialing here, Customer aarees to the#oregoing. � [C��st�mer t�in:t:a!±o the leftJ_ '�:.' NOTtCE TO CUSTOMER - PRICE CALCULATtONS: In o�der to properly perform the installation of certain Goods, the Contract Price may include more N Goods than actually wil� be instailed based on the measured square footage of the Project Area. As a result, the parties agree that the lump-sum Price stated in � this Contract is calculated upon botf� the value of the estimated Goods required to fulfill the Contract {including waste), which may exceed the actual square � footage of the Project Area, and the labor wliicn may be estimated based on the amoun?of Goo�+s reGuirsd to f�!fi!! the contrac! (including waste). By signing � this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded 0 � 5tore i$54 Project k�o.43939�27;for GARY HEIMSTEAG Page 2 of 7 0 N STORE COPY � once the Installation Services are performed.. � ivU?i�t��AR�i�'RATION AGREEMENT a This Contract provides ihat al!claims by Customer or Lowe's will be resolved by BINDING ARBITRATIOIV. Customer and Lowe's GIVE UP TNE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for mat#ers that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge orjury. Lowe's and Customer are entitled to a FAIR FiEARING. But the arbitration procedures are SIMPLER AIVD MORE LIMITED THAN RULES APPLICABLE fN COUR7. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMlTED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. T�TAI.. CHARGES OF ALL MERCHAND[SE AND SERVICES 'whereapplicable SUB-TOTAL $1852.5 n *TAX $ 0.0 n � DELiVERY $ 0.0 o ORDER TOTAL $1852.5 o�'o BALANCE DUE M � M • � 06' � �` Work is to commence upon reasonable availablity o�Contractor which is anticipated to be �r f�S,.► �� ,�a�.g¢ill in datej. ++ - Q Estimated completion date is w �� y'N �o �,N�ffill in date]. 0 � NOTICE TO CUSTOMER A!I items listed in this contract and specification sheet(s)are to be instafled under conditions agreed upon at time of purchase and at the price appearing on this contracE form. This assumes sound existing substructures, superstructure and points of attachmenfs. Extra labor or material incident to installation necessitated by defective substructures, supersiructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THfS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THA7 YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDlTIONS SET FORTH ON TNIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT TEiE TIM�OF SIGNATURE. NOTICE TO OWNER:-ACCORDlNG TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY 4R PROVIDE MATERIALS AND SERV[CES AND ARE NOT PAID IN FULL HAVE A R[GHT TO ENFORCE THEiR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS o. KNOWN AS A CO�IS��l1CT�� t �F,Rt, IF V�C�R .�i��TRbQi�.T�� .t1JFa !Qa ��i RA:��'v° ��ELS �'� ��`� S�lB�^�- `:? TRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLtERS, THOSE PEOPLE WHO ARE O1NED MONEY MAY � LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN (F YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. fF o, YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LtEN ON YOUR PROPERTY. THIS �' �!!��:6�^� �r :G, �6�� d� �l��. �::�F� PR�PEr^�'1'Y .^,;'11L,`� 3E St`iL� RfaAii�iS i �'�i�R if'�iiLL TO PAIf FO�-S LQ►BOr^t, M�1TEt=si- � o — � Store 1854 Project No.439395277 far GA�tY HE{MSTEAD Page 3 of 7 � , o ° N i ' N . O . � � � ' O , � Door Detail Specifications Hoile Dev Cor #54584 N �O a. �, Please provide drawing from onsite using swing info on right Date: � Note Interiod Exterior view LeR Hand Ri ht Hand � �O fnterior " N StOfe#: N Customer Patlo Swing:A=Active,1=InacNve Customer Phone: O Sliders:x=active,O=Inadive � Customer must be home for installation �,4R�,�� _ ,R� Customer to apply finish(paint/stain) ^ � �� EXtefiof-Note finish of home: ��OG� � S�`"�'O Door units ta measure-one door per row-a11 measurements must be in inches. ' , Prehung Locatlon Rough Opening UN[Size � �• � Storm Entry Sidellght Trensom Patio-Swin Patlo-SIItle� Interior arSWb Comment Width Hei ht Wldth Hei ht JambOepth � � 1 LHIS yes Prehung Front 51 81 1 4 9/16 rt 2 � 3 � 4 ' 5� � 6 �''� � 7 W � , � COMMENTS: o , p� ', v v Page 4 of 4 � � � � II . :� � � � 1 � . . � �� vy � �� , � � � �� r�,<. Q� .`�`�.S`-- �` �' ,. �~7�''''�� , , Page 1 of 7 :�:� �s�' Product Approval ` } �� `USER: Public User �#'<�a�� Product A�proval Menu>Product or Application Search> Application List> Application Detail FL # FL8228-R6 Application Type Editorial Change 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 Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com � Authorized Signature Steve Schreiber ��',��,��d sschreiber@masonrte.com `a�� '� ��,��n� � Technical Representative `�`r��.��',i,�, �^�.��1 , �C. `5 .� c� C1 Address/Phone/Email �� C�,�� 'o��'��1,�f � �� `�j, J' ��`'� 'b �` c �r Quality Assurance Representative y � � � � Address/Phone/Email 2��` � � Category Exterior poors �� `'� Subcategory Swinging Exterior poo ssem lies Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation & Management Institute, e http;//www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 4/1/2015 , Page 2 of 7 Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Pt•oduct Approval Method Method 1 Option A Date Submitted 12/08/2014 Date Validated 12/10/2014 Date Pending FBC Approval Date Approved 12/15/2014 Summary mf Products FlL # Model, Number or Name Description 8228.1 Fiberglass Side-Hinged 6'-8" Opaque I/S and O/S Single Door Door Unit Limits of Use Certification Agency Certificate A.pprovec9 for use in HVHZ: Yes FL8228 R6 C CAC NI006900.Ol.pdf A.pprovec� for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact R�sistant: Yes 12/31/2020 I�esign Pressure: +85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0160Dx.pdf to the Florida Building Code including the Verified By: National Accreditation& High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 3'-0" x 6'-8" max nominal size. Hurricane FL8228 R6 AE 504A.pdf protective system required in HVHZ, but not Created by Independent Third Party: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0160-07 for additional information. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 4/1/201:> , Page 3 of 7 � 8228.2 Fiberglass Side-Hinged 8'-0" Opaque I/S and O/S Single Door Door Unit Limits of Use � Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pi•essure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0161Dx.pdf to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 3'-0" x 8'-0" max nominal size. Hurricane FL8228 R6_AE_503A.pdf protective system required in HVHZ, but not Created by Independent Third Party: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0161-07 for additional information. 8228.3 Fiberglass Side-Hinged 6'-8" Opaque Inswing Single or pouble Door Door Unit w/or w/o Sidelites Limits of Use Certification Agency Certificate A.pprovedl for use in IiVHZ: Yes FL8228 R6 C CAC NI006900.O1.�df ApprovecR for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact R�sistant: Yes 12/31/2020 IDesign Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0160Dx.�df to the Florida Building Code including the Verified By: National Accreditation& High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 6'-8" max nominal size. Hurricane FL8228 R6 AE 502A.pdf protective system required in HVHZ, but not Created by Independent Third Aarty: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0160-07 for additional information. � 8228.4 Fiberglass Side-Hinged 6'-8" Opaque Outswing Single or pouble Door Door Unit w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes , FL8228 R6 C CAC NI006900.Ol.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering FL8228_R6_II FL0160Dx.pdf to the Florida Building Code including the Verified By: National Accreditation& High Velociiy Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 4/1/201`� , Page 4 oi'7 . 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 6'-8" max nominal size. Hurricane FL8228 R6 AE 502Apdf protective system required in HVHZ, but not Created by Independent Third Party: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0160-07 for additional information. 8228.5 Fiberglass Side-Hinged 8'-0" Opaque Inswing Single or pouble Door Door Unit w/ or w/o Sidelites )Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact lZesistant: Yes 12/31/2020 llesign Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0161Dx.pdf to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. Hurricane FL8228 R6 AE SOlA.pdf protective system required in HVHZ, but not Created by Independent Third Party: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0161-07 for additional information. 8228.6 Fiberglass Side-Hinged 8'-0" Opaque Outswing Single or pouble Door Door Unit w/or w/o Sidelites Limits of Use Certification Agency Certifcate �pproved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0161Dx.pdf to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. Hurricane FL8228 R6 AE SOlA.pdf protective system required in HVHZ, but not Created by Independent Third Party: Yes required in the Wind Borne Debris Region. See DWG-MA-FL0161-07 for additional information. 8228.7 Fiberglass Side-Hinged 6'-8" Glazed Inswing Single or pouble Door w/ Door Unit or w/o Sidelites Limits of lUse Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.03.�df http://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDquftCwaMPtp3Tq... 4/1/2015 , Page 5 of 7 . �Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact lgesistant: No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0162Dx.pdf to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 6'-8" max nominal size. Hurricane FL8228 R6 AE 502A.�df protective system required in HVHZ and the Created by Independent Third Party: Yes Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional information. 8228,8 Fiberglass Side-Hinged 6'-8" Glazed Outswing Single or pouble Door Door Unit w/or w/o Sidelites , Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.03.�df �pproved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0162Dx.pdf to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 6'•-8" max nominal size. Hurricane FL8228 R6 AE 502A.�df protective system required in HVHZ and the Created by Independent Third Party: Yes Wind Borne Debris Region. See DWG-MA- FL0162-07 for additional information. 8228.9 Fiberglass Side-Hinged 8'-0" Glazed Inswing Single or pouble Door w/ Door Unit or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.04.pdf Approved foa� use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions II Other: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.�df I to the Florida Building Code including the Verified By: National Accreditation& � High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-•0" max nominal size. Hunicane FL8228 R6 AE SOlA.pdf protective system required in HVHZ and the Created by Independent Third Party: Yes �I Wind Borne Debris Region. See DWG-MA- ' FL0163-07 for additional information. http;//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 4/1/2015 , Page 6 o.f 7 . 8228.10 Fiberglass Side-Hinged 8'-0" Glazed Outswing Single or pouble Door Door Unit w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R6 C CAC NI006900.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 ' Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.�df to the Florida Building Code including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7, does not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. Hurricane FL8228 R6 AE SOlA.pdf protective system required in HVHZ and the Created by Independent Third Party: Yes Wind Borne Debris Region. See DWG-MA- FL0163-07 for additional information. 8228.11 Fiberglass Side-Hinged 6'-8" Impact Glazed Inswing Single or pouble Door Unit Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R6 C CAC NI006900.OS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact 12esistant: Yes 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions �ther: Evaluated for use in locations adhering FL8228 R6 II FL0162Dx.pdf to the Florida Building Code not including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7 do not exceed the design pressures listed. Evaluation Reports 12'-0" x 6'-8" max nominal size. See DWG- FL8228 R6 AE 502A.pdf MA-FL0162-07 for additional information. Created by Independent Third Party: Yes 8228,12 Fiberglass Side-Hinged 6'-8" Impact Glazed Outswing Single or ', Door Unit Double Door w/or w/o Sidelites I Limits of TJse Certification Agency Certificate Approved for use in HVHZ: No FL8228 R6 C CAC NI006900.OS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0162Dx.pdf to the Florida Building Code not including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7 do not exceed the design pressures listed. Evaluation Reports 1?_'-0" x 6'-8" max nominal size. See DWG- FL8228 R6 AE 502A.�df MA-FL0162-07 for additional information. Created by Independent Third Party: Yes http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 4/1/2015 , , Page 7 o:P 7 8228,13 Fiberglass Side-Hinged 8'-0" Impact Glazed Inswing Single or pouble Door Unit Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R6 C CAC NI006900.06.pdf A roved for use outside HVHZ: Ye Pp s uali Assuranc Q ty e Contract Expiration Date Impact�esistant: Yes 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.pdf to the Florida Building Code not including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7 do not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. See DWG- FL8228 R6 AE SOlA.pdf MA-FL0163-07 for additional information. Created by Independent Third Party: Yes 8228.14 Fiberglass Side-Hinged 8'-0" Impact Glazed Outswing Single or ' Door Unit Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R6 C CAC NI006900 06 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions �ther: Evaluated for use in locations adhering FL8228 R6 II FL0163Dx.pdf to the Florida Building Code not including the Verified By: National Accreditation & High Velocity Hurricane Zone, and where Management Institute pressure requirements as determined by ASCE Created by Independent Third Party: 7 do not exceed the design pressures listed. Evaluation Reports 12'-0" x 8'-0" max nominal size. See DWG- FL8228 R6 AE SOlA.pdf MA-FL0163-07 for additional information. Created by Independent Third Party: Yes � http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 Tq... 4/1/2015 �a a�.�/l - ,49-�. o��« �E�o„ � � -G'lJ��J2!�C�° � ° �o 21' MAX 36.375" MAX. --� Q� SiDE-HINGED FIBERGLASS DO(7R UNlT 37.5" MAX. ¢ O D.L.O. -PANEL WIDTN FRAME WlOiH Z �� 6'-8"GLAZED DOUBLE DC70R WITH/WITNOUT SIDEIITES w/nsTr�aGni � o t ¢ �CJ �NERAL NOTES I � S�C.9 1 EVALUA7E0 fOR USE IN LOCAilONS A�HERING TO W O`� THE FL4RIDA BUlLOtNG C6DE AND WHERE PRESSURE � �U REQUSREMEP7TS AS OE7ERMfNEO BY ASCE 7. MtNiMUM DESIGN LOA05 FOR 6UILDINCS AND OTHER STRUCTURES, � ln� DOES NO? EXCEED 7HE DESiGN PRESSURES USTEO. a ln 2. WHEh IN57aLl.ED!N 7HE h�GH VELOGiY Ht1RRlfAiV6 ZONE (HVNZ), � f"�„ � �f--. HURRICAN£PROTEC7IVE SYSTEM (SiiUi7ERS) [5 REQUtRED. -- o�s � �{.n 3. WHEN INSTALLED IN THE WIND-60RNE DEBRIS REGIDN, � X '4 � EXCLUDING THE HIGH VELOCIN HURRICANE ZONE (HVFiZ). � �p � � HURRICANE PR07ECTIVE SYSTEM IS NO? REOUlREO ON s _ � S PANE�S Wi'M tMPACT GtASS. 8U7 i5 REQUIRED ON PANE15 �p W(TH NOM-IEAPACT GtASS. � �o � � ?. PpLYUREI7-IANE CORE FlAME SPRFAD WOEX OF 50 � q, AND SMOKE DEVELOpEQ INDE7( pF 60 PER ASTM E84. POLYSFYRENE C4RE EtAME SPREAD INDEX OF t5 ''G � ` AND SI�tOK6 UEVEl4PED INQEX OF ti5 PER ASTM E84. � q,!,��,� Q� 5. PIASTICS 'IESTING OF FIBERGIA$^a FACING. I y U°oo �Q TEST DESCRIPTION DESICNAIION RESUIT I �� SEI�iGNlT16N TEMP AS'Ft� t�i 423 752't > 650'F t � � �� RAiE OF BURNINC ASTM D635 0.56 IN MIN a tiJ W vWi�w SMOKE DENSItt ASTM L12843 53.4� zQ o=a�.� TENSIlE STRENGTH' ASTM 0638 3.27. OIFF ?w° o 6. PLASTtCS'tESTING OF t�tTE FRAME MATERIAI= O ¢ TE57 DESCRIP110N DESiGNATON RESULT OOUBLE DOOR IJNIT W/SIDELfTES a a SELF IGNfPION TEMP ASTM 07929 740 'F ? 650 'F ., RATE 4F BURNtNG ASTM 0635 0.77 7C7jFA1N �' �� 3 3 3-��r m SIAOKE DENSiTY ASiM D2843 13.47. C2�IHD; lV{60 G S'�-/L/ N��N , 7ENSILE STRENCTH• ASTM D638 -7.50� OIFF ReViEyyec{gy, �7� � F�,,i * COMPARNTRc TENSILE STRENG7H AfTER WEqTHERfNG D�=p�A2W�J1z Q �� 4500 NOURS XENON ARG MEiH00 1 Q Z? 7 IMPACT CLAZINC LAMINAYE MIAMI DADE BCGO NOA 09-072�.13. U�J� �� av�io z � w o d��Q ? � WUlZ� � a�S� e e a e o • I o e I -�Ob� � � ^ ��,d,� StN6C£ DOOR UNIT 06U8tE OOOR UNt7 $tN6tE D4DR UNIT SINGLE OQOR tJNtT t5 tlGL�DOOR UNt7 WISiPELtTES DQUBtE QOOR UNi7 WJSlDEUTES WiTH 1 I ITF WITH SIOELI7E O U m¢Q WHERE WATER INftLTRATiON PERFORMANCE tS �� r f�Ja7 7A8LE Of COh7ENTS DES(GN PftESSURE RA71NG REQUtftED TO BE t5% QF DESIGN PRESSURE i1� CONFlC M1A)( Y✓IDTH WSWING OUTSWING INSWING OUTSWING OUTSWING �r� �3'�"a' �� N.rs. SHEET j� DESCRIPTiON X 37.5 +52.0 -52.G �55.0 -55.0 +19.0 -59.0 +40.0 -40.0 +55.0 -55.0 owc.er: SWS t TYPtC�L ELEVA710NS & GEN£Ra1_ NQTES XX 74 +52.0 -52-4 +55.9 -SSA +I4A --19.0 �r r0A -44.Q +55.Q -SS.Q 2 ANCHORlNG LOCA710NS & DETAILS dX or XO �5 +52A -52.0 +55.0 -55.4 +19A -T9A +4�J.0 -40.Q +55.0 -55.0 �"K'�` 3 ANCHORING I.00ATIONS & OEt'aIL.S OXO 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 --19.0 +a0.0 -40.0 +55.0 -55.0 KURT B.SLTNaZOR oanvnNC no. 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U ,�Q � �`w3a ASTRAGAL RETAINER BOLT HOLE S o�o cn MUST BE DRILLED THROUGH �'�ai w oz #10 x 2" THE THRESHQLD & INTO THE J �.,� � �}8 X 2—��2 STRUCTURE DEEP ENOUGH ~�z° w DETAIL "'E" ASTRAGAL . o�_� � #10 x 5/8" ATTACH ASTRAGAL RcTAfNER BOLT FOR A 1 375' THROW �8 x 2-1/2" #i 0 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL �°m� 0 #10 x 5/8" #10 x 3/4" AS SHOWN. �NNma 0.124'ANNEJ+LED DECORATIVE INSFRT m�� 0 #�� X Z o.oeo-saFl.Ex mc (oanor+n�) oow a3z� FRAME / DODR p,�2p'pryN;p�m ,0124'iEMP. �fi% I-1/2"PHS ^ DETAIL "D" DETAIL "C" i/ ��m a z lYPICAL :c�^.a.'•? 1 r_` .i:y��.:. o�,�: �/5/0� I� �/�� 0.962'' oow e32 '•;xd - oow ea2 f :-'*'�•. � •��+k : scn�c N.T.S. l.375.. (��y1,�$�j��!J�� y '� 1 75' I i.047' -::�N.1`:.% oow s�z ..:'Aw_-; owc.er: SWS �� "I�J W �� T E%TERIOR •• •. IN I R -eXTERIOR • •• IMFRIOR CNi(.BY: I I TYPICAL GLAZING DETAIL il'PICAL GLAZING aETAIL ��NC N0. INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NON—IM?ACT GLASS owc-Mn-F�oi6z-o� I SHEEf Z OF 3 � SEE OETAIL 6� — 6� � � .E.. SHT 2� 3 �.J �" � � 3.• � I 3� _6� � � 3^ I � �3^ J �� II � � I I I II I � IIIII � zpJ 6' 6" � 6" 6'— f 0 � ^ 6,. 1 � o � z �o " �? I N W O Q "� w a � ° Z �U U � 1 . a SEE OEfAII _ _ c � t(�U �' ..0' SHT 2 � N � � r � �f— � �• � O ^W SEE D'cTAIL °C" SHT 2 OA — W } — — w � � _ p '� W 6 ' � A � A `� G � G H B � _ a i 6^ — - - L6- I �W �n L � io �o o�i o — 1 6�� _ _ , Q�� Q I �� m o¢ � I I II II 11 II I W 3� - �om� � ?� t 3..��I _ 6 � 6� — I 3.,t a:� Q2ar , 3_ —7 3. 3.. I—' S c.� SEE DETAIL g- — 6^ ��'m o � "F" SHT. 2 6• o � � ¢ a a 'AT�iACHMENT DEfAIL r„�,�„N 3>;�} 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, cn�n cn�n°' • SIGNED AND SEALED BY LUfS R. LOMAS, PE x cn (FLORfDA #62514) WITH THE LOWEST (LEAST) o �Z FASTENER RATING FROM THE DIFFERENT FASTENERS � �a BEING CON�IDERED FOR USE. JAMB, HEAD, AND �w3� THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ��w� �7 0 Vt�00D SCREWS OR 3�16" TAPCONS. A PHYSlCAL cJ.�°a�'o Z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��"�� °— LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE a��o > �`"Z� � 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND °�_� I FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. '�O—oa,,� CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^`"N�� AND MAXIMUti1 7" Q.C. OR #10 X 2" FLAT HEAD WOOD o��.-� SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.0 o • , : .� 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.5o"+ t.25° . ' ' o c�m¢o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACN[IVEMENT MIN { �25•• MIN I >� o.zs" Z OF 1-1/Z" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SH M SHIM �ANAtai on� 1/5/07 MINIMUM EMBEDMENT OF 1-1 4' , V � _ Ce�r'alion�b: IJ i 6 c 4�S o?_/L i 5�: N.rs. L— �— y�; CL— I— -- R�wieti`E7$j: J.�' 4 1NOOD BUCKS BY OIHERS MUST BE ANCHORED PROPERLY TO p�o�,� ,v�,z;�, owc.er: sws TRANSFER LOADS TO STRUCTURE. - cHx.er: 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. Df7AlNNG N0. iYPICAL V'100D BUCK IYPICAL MASONRY D�/C-MA-FLOI62-07 ANCHOR INSTALLATION .4NCHOR INSTALLATION SHEEf J OF .J �