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Home My WebLink About16-17237 % - � � CITY OF ZEPHYRHILLS /f 5335-8TH STREET . , (813)780-0020 17 37 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17237 Address: 7205 ASHLAND DR Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0240 Improv. Cost: 8,150.00 OWNER INFORMATION Date Issued: 4/12/2016 Name: SPERRING DORIS Total Fees: 120.00 Address: 7205 ASHLAND DR Amount Paid: 120.00 ZEPHYRHILLS FL 33540-1415 Date Paid: 4/12/2016 Phone: Work Desc: METAL REROOF CONTRACTOR S APPLICATION FEES TRIPLE CROWN ROOFING INC REROOF RESIDENTIAL 120.00 � � �� Ins ections Re uired DRY IN ROOF INSP TAPE JOIN -RQOF I� P FINAL ��i(7 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly. 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. �7�� ,�- CONTRACTO SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION `� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER %� °�J-,°�-�� Gity of Zephyrhills Permit Application Fax-813-780-0021 % Building Department , Date Recelved ,_ a p �� Phone Contact for Permitting 0 �,3 p �j�✓ _ 7��v Owner's Name )$ s -�//1 n Owner Phone Number Owner's Address �o�.�,7 �5 I(,t h� �/�, • 2{ {�/'�S 5T�py�ner Phone Number Fee Simple Titlaholdar Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS oZO 5 I'l r(.u'+G� (( LOT# � SUBDIVISION � �, {/�; T PARCEL ID# �,j�a�'�I �aQ.S� `Qa('00— Da�� (OBTAINED FR�OM PROPERTY T�riCEl DEMOLISH WORK PROPOSED NEW CON57R ADD/ALT � SIGN INSTALL B REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTIONOFWORK �!�/ d'�-�Sh�n`��,f �r�5�e I� nYcd j7�t�a��Do�/,� BUILDING SIZE SQ FOOTAGE r_� HEIGHT �]BUILDING $ � /S� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY � W.R.E.C. OPLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� QGAS � ROOFING a SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER , SIGtVATURE COMPANY REGISTERED Y/ N FEE CURRE� Y/N Address License# I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � PLUMBER SIGNATURE COMPANY REGISTERED Y/ M FEE CURRE� Y/N Address License# M ECHANICAL SIGNATURE COMPANY REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER ��/ SIGNATURE � au��!ij" �(�....�`� - COWIPANY /� I-t �Own �0 �„ � C REGISTERED / N FEE CURRE� Y/N Address � Q h /,' � ��.��s ,G� 3 3sY �,� License# �7D RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new constructlon, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sllt Fence installed, Sanitary Faciiities 8 1 dumpster;Site Work Permit for subdlvisionsAarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new consUuction. ,�__ Minlmum ten(10)working days after submittal date. Requtred onsite,Construction Plans;Stortnwater Plans w/Silt Fence installed, - oaritary�Facilfties a'i uuniasier.-Sii�Y1Turk:Fcrrnif�or-aii�aw projects.Ai;�,or�imeioia�7equirements must meef compliance - SIGN PERMIT Attach(2)sets of Engineered Plans. - - � --_ -� ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over a2500,a Notice of Commencement is required. (A/C upgrades over a7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same DVER THE COUNTER PERMITTING ,. (Front of Application Only) Reroofs if shingles Sewers ; Service Upgrades A/C Fences(PIotlSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROVV � J /,`;;;;;;;;;;;�` L �",�-:� Y; .rp:.��£.`�i.'si'�,.. ':F:i" �a'�.'N-'e.'��:is%P`.es��-.,j=�:$' —;.e�:_: '��',��•'r.�.,�:_�; ��I� �� z ,�:� ,�y '� o �� A��'m m �� d m a m � g .,�y4r. •` ' - ; .' � ' �� SUPPIY & MANIlFACTURING � ,,.µ' 4 K� �=:� :.w '�n.*� � . � . � ' i " • ' •• � ' • • • � � . � . . . � � . . . . � . , . - �� Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 29 Ga. GulfRibT"" d400f Pane/ over 9�r4 UI/ood Purlins over 9513�" Pl�v�eood Florida Product Approval #11651.25 RZ Florida Building Code Z014 .,��p Per Rule 61 GZO-3 REVIE1�f DR�� Method: 1 —D CITY O�'ZEPHYRF�ILLS C '�IJ�P�S EXRei�iRl��_____._� S ----- X Category: Roofing Subca#egory: MetaB Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ w��SgALLCOMPL�DAB IL�II`IG Product Manufacturer: P�VA�,INGCODEELECT��CODEAND Gulf Coast Supply & Manufacturing, LLC. �ODE,NATIONAL ILLS��ANCES 144�9 SW 2nd Place, Suite G30 CITY�FZEPKY�I , Newberry, FL 32669 �.�o�� . .• N�E�- S../� '�. � - �. Qp.,,.. .. � , .. •�.��ENsF:yy,; Engineer Evaluator: :� . Dare Kuhn, P.E. #75519 ;?�=�__.. .. NO� 75519 �'• :; Florida Evaluation ANE ID: 10743 =� = r— * � --n= - ;�= srar�oF .�Q: Validator: '��F�;�< pR�p P ,•�t�ik;' Locke Bowden, P.E. #49704 '�;s�ONAL �NG�'� ' . � . 9450 Alysbury Place '�� s .�►��` Montgomery, AL 36117 0��3��5 Contents: Evaluation Report Pages 1 — 5 I FL#11651.25 R2•1UNE 15,2Q15 .�:�� ,� �,�, ,�s�, ___ _� ..sa=$�.:a,�.,�.;,s.,d,tm4b� ',r-:;. ' - ��`_"'� ��€ ^ � s r � � a �� a � va y� � � - s�'�, �. - a rc. � r � C • ' • • • • 1 � s��% � ..� �-�- �x� .�v,, . Gulf ,_�. ��U� k�tY°'"�i,...""z�'1 f Cl m �� i m �_ Sd�� (;,, O B m,'+.a�� i ,, ` '1 � �fF'14t,td _+,�y:�` `k �` .,f' ,,�-�F,_S i^�xl� £ N t - f' 1 . �� .'_ .* , y u� u��ri��' ..�� q z pmy��. i,z SUPPLY & MANUFACTURING .� ,,�. �.,,�.w;�� .,. „ .�. � � ' � ' i " • � • • � ' • • • � • • , s � � • , � • � � • � • • 1 i'v� Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.�, 1504.7. Product Description: Guff�i��"'�, 3/" R'ib Roo�P�ane�, IViinimum Z� Ga. Stee�, 36`' Coverage, through fastened roof panel over Minimum 1x4 Wood Purlins over minimum 15/32" Plywood Decking. Non Structural applitation. Panel Material/Standards: Material. Minimum 29 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. PairrE FirrisYr Opt'ro'nal Yield Strength� Min. 98.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0142" Minimum Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal '/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Build�ng Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 1x4 No. Z SYP wood purlins over min.15/3�" thick, APA Rated plywood over supports at maximum Z4" O.C.The 1x4 wood purlins shall be fastened to the plywood with minimum 8D x Z'/�" Ring Shank Nails at 4" O.C. Design of 1 x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. _ . ., �--- Clesigri [�p�ifi��'res5i.i'res: Tabie "A" Maximum Total Uplift DesigrnPressure� 76.75 psf - � �123.5 psf �' Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- �.5"6.5"-2.5"-6.5„ Fastener Patter.n Spacing 24" O.C. 24" o.C. . , Design Pressure incfu�es a Safety�actor= 2.0. FL#11651.25 R2•JUNE 15,2015 .� .a - -.��--�-�..-r,t,-�-�,,,-�, `�"��o�;�" 1z,` -'`�!;�;i:.�r;91�? ,?•"�r�'" - '�.'?.i,�, }- �_ ":f':1, ;.��,_-..- -E�-- ..,�_�..,,� ., ��r'�k�� CY�� ' �i`5�,,1{� .�2 E.��s',i�'J��`��i�+'l�}h a''S�.�,,+M�1�`� `ix�1,t 1 � ��i"i ��{ju a i 's-#ta � �t i��r � �t ,-5ik_'' ✓t �-h/ '' t�YuL`� a •=s.,i,t. tl�p�' �.,�,k„ ,i t �...�s�d ha!,�� r' 4 '` �a� ,�2 ,�_e��.«: �'t� � r i t C • i • • • 1 . /`��!� � -- �av,:^.�s�i.i�.,,�s',.,�-�.,�;:,:k'u�'":C';;,'ti?;v.'n�r'-`;��.�a,%�r ..G,�tt'�".� ;�z�y,�- . �-:,�,.. ��'� �•,;+„ � m � � '° c � b 1 u s�o �' d �y*�'�`�'r ^& , ;� � `' s �� t�"�` SUPPLY & MANUFACTURING a � � �. i � • : �� • � • � � • • • • � � . � . . . � � . . . . • . . 1;,;; Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1504.7. Eiiali�a�iori a€port�5cripiec TFie b'rodUct "evafUaltibri i�limited t6 co�ipC�arice v�r'ifli tHe sfrUctu�raf tnrind lo�d requirements of the Florida Building Code�014, as relates to Rule 61 G�0-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. • FM 4471-199Z, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0033T-05 & 117-0331T-08B, Dated 05/05/05 & 11/04/08 II Z. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Reptirt IVo. 117=023$T 09�, Dat�'cf Q7/Z 1/2009 3. Certificate of Independence By Dan Kuhn, P.E. (FL#75519) Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. 3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing unc�er a qua�ity assurance program auditec��y an approved qua(ity assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. instaf�afiori' lnsfafl pe"r IVlanufac�"u'rer`s "recommendec�c�etaifs. Underlayment: Shall comply.with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. fL#1 f 65�.75 K7�JllNE 1�,20'f 5 - �1��;5��:"F'�J? -.�s��w � .,�4 4��::i e �.d ::t�=:� _ e . d� �-''�, + „s_,(�+�} ' t-.,, � �^•. ,�. � � �,.':.,�i�7�j" .�;Y�y, °,:i; � '�� ,�;�s .�x :��t;. � � C• • �• • � _ /`��0 � - ku�....�,.,n,,�:s,.,� .t�_ .r,`-�' - - t:,:,a,,�,�:.�;;.,:,:, _ _ - ��' �_. .� ,� E. - . t� .� � �. � o��, � A�o o �{��+ # ��n.d m �Y d _ z�'�' ' ��I �t&,w,,. 3 � .slt�j'' � ��.-.�"k��` ��i,r'��,:c`' '=,a`,�,=- '' i:�' -�:� �'�.��.=._*�i,,, ;,��_'�-p�; _ S U P P LY & M A N U F A C T U R I iV G •� �.-. � � � ' ' i '� • � • � � ' • ' • • � • • , � • � • , � � � � . � � li'�i Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exeeeded:This�evalua�ion report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#1165i_25 R2•JUNE 15,2�15 �'�T�_ „�' �4 ''�--�ti�1 '�_•`- �uiY �Y(..: , .,t er'r. .�"'�;q.t� > q 1 `,.�,ry. �M1..d�i)..*';..L�, ^�{ t"�� , �3f'v`�;.� J�..� �..t.��'{�,,.�. t'. :,..k,,�a�:��,"p.t �'�!i�''C.;�.'ti,`;5:.�` �i.,:j,� 6 lo � [ R; +� � �)� II ��f�� 9'" 4� �y li_ �.; � � �� , _ ��'�"s� � `�a�.�� . �'��,:�,�,��r�y.,� � ��' �. ,,�.,.�, Y,;�.�� , '#�� i�: J4'!, � ,yf.tui:%�r,��sU;t,�t%�`: r�t,. i��' M f.,.' s"'4� t, '; q '`'�c' F�} w�,<,w+1;.sg�i2'riavY':��;�'it'€;�,b{�r,��`� � • 1 � i.• • • • . o��` � .-,;� >,,.a;-�;;4�-.�..: _ <.. . . , . - _ ¢ f�� '�_'B�`� �s �� {�y � Gulf�� -,'�"i`! ' yr ,��,��_ i :a�Y�a"�'�l�:Y.� "' ,'`!.`tLA'��I.��'��+..s ' ,� � � I�-� � '�� S U°P!Y & M P.Pl U F R C T U R I N G . a. r, � . � „ „ ' . . ��"�.��,... ,-- . . . . . . : - �. . , . ' =� _::.�,..�.�.,:_....._..�.--.....� ._........�.,��-.__w._M_. a �,� �� . fi g � � • : •� • � • • r � • • e � -. � � . � � . . � � � . . . � � � r�v: ENGINEER LOAD TABLE:29 Ga. GulfRibT""Panel over 1x4 Wood Purlins over 15/32"Plywood "Buildings having a Roof„Mean Height.s 20'=0";Roof Slope,; 2"/12" - �1'Z�"/.12" Gable.or�Hip Roof;Wind Speeds 120= � 180mph,�Exposure C, Risk Category II, Enclosed Building; based on Florida Building Code�2014. � , � � � ° ' � � 120 '13� 140 150 160 770 1$Q WIIND FASTEMER SPEED (MIN.1l4" SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" • 24 ,TYPE 1 24",' • � � � 1x4 Wood TYPE 1 a4",TYPE 1 24",TYPE 1 Z4",TYPE 1 � 24",TYPE 1 24",TYPE 1' Purlins � ZONE 7 #g-15ii1.5" 1x4 Wood ��u.TYp�1 z4�",tS��1 74",TYPE`t zd",NPE 1 z4",ti�pE i Z4".7Yp�1 24".TY�E 1 Purlins 1x4'Wood- , ZONE 3 #9=15x1�5" ' '," 24",`TYPE 1� 24",TY,PE 1 24",�TYPE 1 24",TYPE�7 24",TYPE Z 24",TYPE 2 .24",TYPE 2 � Purlins , 7.)PANEL DESCRIPTION:GULFRIBTM, MIN. 29 GA., GRADE 98, 36"COVERAGE,3/4"TALL. 2.)PANEL FASTENER:#9-1 SX1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:76.75 PSF�24" O.C.FASTENER SPACING TYPE 1 FASTENER PAITERN, 123.5 PSF�24" O.C. F,45TENEk SF�dCENG 7YF'E Z�ASTENER�,4T1`EaN B'ASEb ON 7A5 125, UL 5$6'%UL 1857 TE�TfNG. 4.)SUBSTRATE: 1X4 WOOD PURLINS OVER MIN.15/�"THICK PLYWOOD.WOOD PURLINS ATfACHED TO PLYWOOD W/MIN. 8D X 2�/�" RING SHANK NAILS AT 4" O.C. PURLINS AND PLYV1lOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.)ROOF SLOPE:ON ROOF SLOPES LE55 THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 �;,TtlN�T HIP ROOF ZONE 3 �ai Nooe:Dircrensian(a)is defined as 10%of�he minimum w'rdth of the building or , � ._ .,�a 40!o of the mean height of the roof,whichever is smaller,however,(a)cannot be ��-----------------;- -�` lessthan either4%of the minimum width of the building or 3 feet. l . � i i \`�� RIDGE i� '�� TYPE 1 FASTENER PATTERN � ��y �� `_ __ �� i 1 x 4 Wood Purlins @ 24"O.C.Attached to Plywood with � � � � (1)8d x 2.5"Ring Shank Nails @ 4"O.C. At Panel Lap � ;' �---------,� � 9�� 9�� / i� ZONE1 \� \• � � — —� 'i � �'`�` - - - - - - - - - i �------------------�� (1)#9-15 x 1-1/2"w/Sealer Washer Min.i5132"Piywood �-EAVE 9"-9"-9"-9'Fastener Pattern @ 24"O.C. ��Z GABLE ROOF 1a'r TYPE 2 FASTENER PATTERN �---C-------�---------i- �a 1x4WoodPurlins@12"O.C.AttachedtoPlywoodwith � � \ i (1)8d x 2.5"Ring Shank Nails @r 4"O.C. �R�GFiE j ��.EJ��.JFu�v.J�H��.rJu ;-----�------- -------�- �a i----------------------� --��a i`�\ ZONE 7 ' (1)#9-15 x 1-1/2"w/Sealer Washer Min.15/32°Plywood i 6.5°-2.5°-6.5"-2.5"-6.5°-2.5"-6.5"Fastener Pattem @ 24°O.C. +- ----------------- . - \ �ONE3 -EAVE FL# 11651.�5 R2•JUNE 15,2�15 #� - -r^ - •- r �y nsr- t��- ' r- �.-r � , '-'�. : "t-7� , ; i� rY ��Q ,�'�".Y�� ti.,^t��+rt'7��}�i�� i��§�lr��'.fJ i��f ,�� n�'.a� , <- - .e..��l�iw�u '�'rL v+ 4 �'4U n — uy �, ....�i�.u.::.,�J�L..a:�..5. � ` ! ! i� ' $ _ ____ _ __ _ _ ___ _ _ . „ � • � •�• •�� •�• TRIPLE CROWN ROOFING, INC. �I, , 7140 ANDRE DR. � ZEPHYRHILLS, FL 33541 !, 813-833=7720 STATE LICENSE CCC049370 WWW.TRIPLE-CROWN-ROOFING.�COM � LNAULT1963@AOL.COM SPECIALIZING IN ALL T�'PES OF METAL ROOF SYSTEMS NAME n , PHONE DATE o R�s J � r,� i n ,�- ,� � �-r STR T � CITY STATE ZIP �__7(.j`=, d� _ n t�:�.,r.`k` t��..p; �. �� s� SALESMAN �r J� / � ! , � �.;�Ci� ��L1 t.1 !1 ` � .`� e' �•�� We hereby submit specification and work description: ,�;�.�;:— ��; :; 1_�t_s,�,�r, , � j . � "�� k ct I5 r�`�� r'�;.. ��..� rj' �.a �a � � v_,c� U cd;"�f�1'; 5 pti;�y�;9�;�P� �,�, i �ri 4 � ,�t f , " f �1 { �)�'��i:(.�., �.4__4_� 1`j,� �":(i�J r.\ �;�"t �`i r s�;, �,��'^�C �'1 7 � ! p i / I 1<� !�!�d ' 1 6.;/i�,ji,x.��l��:� t`�(,!� f �,� � J;1C 1'7�` �+�� .i f�' !� �;�} i�'!': t t� ,,'�`� t f�; (.1�'lt:{� i" P� �- Fw�'�� I t 1 ^ 7 j,, .` ,�y �r�� `S �. � !I a='i p`�'`�s.Z�'1/ 6'�• ,^::r 1�f /'✓ti. f! l�c;}Q � (��a�� t�' ,h� ( S.% �,'lr_�,; 0 r'�/j.f- '�� ' /; �- • � J d' r/ /'/ 1 D � �j/ �� /� .'��V ,�` �'% 9` •C:, •'%!� p'•�r'".�'," _� �C.P �.. ?"',,,r �j�!!! C` J ��'��.Ic''�i��.�i <:�C'�F ,t Ct �'(_•)F" 1�/�,%%l-/ �^j J fi-�i '�-, / �,•n.E` "r, ?'i:'i` C��"� z.� 'f� � J e� r3 i I E L � r' � -,��+_ � �'--�t,.z;� -j ,"f' t, ,�'i��'; ,�,,�:FF �.-� �;� { �.� rl c�f � ` � ; , � � ��, `,.; r '_ '� pF 1 � �� ; �t.�C� .r-r .�[',�•��r F^G�� Ci!i +�{,,,..,e,,.b,_«„A�"�U,.,�..�.....�."�..,...� :�l(�''a F f c��'i.1!': ,.re.�.�.:...,-�.,e...e,+—"'"'..�_,e.. �ri� , 1�:.� p.4 .�»_.� .- �-'�-�--�--- ..1 i.• , ,e. THE ABOVE DESCRIBED WORK WILL BE COMPLETED ACCORDING TO SPECIFICATIONS, FOR THE SUM OF ($ I,�D ). PAYMENT TO BE MADE AS FOLLOWS: $ �t�°�� AS DOWN PAYMENT BALANCE OF'$ �t��c:, DUE UPON COMPLETION. a:s, ***ANY ROTTED WOOD DISCOVERED WILL BE AN EXTRA CHARGE ATA COST OF$ -�=��PER 1/2"SHEET OF ! PLYWOOD$ • ��, �,r'� Lin. Ft. Lumber. ` / . � NO ORAL AGREEMENTS HAVE BEEN GIVEN OR ACCEPTED. THIS WRITTEN CONTRACT IS THE f ENTIRE AGREEMENT COVERING ALL THE WORK TO BE PERFORMED AND/OR MATERIALS TO BE ' FURNISHED. THE WRITTEN PORTION ABOVE IS THE ENTIRE CONSIDERATION FOR THE AMOUNT � :, OF THE CONTRACT. PURCHASER MAY CANCEL THIS CONTRACT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE PURCHASER SIGNED THIS CONTRACT. � ` IT IS AGREED: Contractor will do all said work in a good and workmanlike manner and in strict accordance with the ordinances, rules antl requirements I of the city, Town or Village, wherein the above mentioned property is located. If purchaser should cancel this contact after time stated ; above, the Purchaser agrees to forfeit down payment paid. In the event it becomes necessary for Contractor to employ an attorney to ; collect any sums due the Contractor pursuant to this contract, then the Purchaser shall pay all reasonable attorney's fees incurred by the contractor.This contract shall not be binding upon Contractor until accepted by them. Upon such acceptance by said company, this contract shall be binding on melus without any further notification to me/us. The undersigned property owner agrees that this contract may be assigned for the performance of the work and labor required by the description of the work to be performed. Upon assigned the parties hereto consent to the performance of the work by and payment to such assignee of the amount of this contract.Any Alteration or deviation from above specifications involving extra costs will be executetl only upon written orders and will become an extra charge over and above the stated coritract amount. NOTICE TO THE BUYER : (1) Do not sign this contract before you read it or if it contains any blank spaces. (2)You ! are entitled to an exact copy of the contract you sign. (3) Under the law you have the right to pay off in advance the full amount due and under certain circumstances to obtain a partial refund of the time charge. Owner acknowl- ' edges receipt of a true copy of this CONTRACT. ' �, PURCHASER DATE f�"' ``� . i ,�,�r �,�,,, � j , , " .,-�''sE �f'�� '�„�"I� f`" -?� � �= ,�` �f�__ � �. � , �-�BY:Triple Crown Roofing, Inc. ' DATE PURCHASER DATE This contract is enforceable only when accepted by management of Triple Crown. �r _.::;. ---------------------------------------- ------------_.—__.�_� ------------�---..�--__.--_.,�..___._.�..—� t�matro. Pmatlo c+n 3'Jt"0�5 0?l—�11�$'4"'t701;�.pt�y�j � NOTICE OF COM14l�NCEMENT � �mte nt �G+l�.'!1�./�� Cwtiy ot �� — � i YHE UND�RSlG!!Ed hareby glvaa noHce ttmt I�rovement v�!�e msda ta aert8ln rea!�aPsriY.and Rn acccrdarsce wdlt t�aPte►71:.Ftorlda Sffi4�les. { t�o(aiownp Infar�ratlon Es provlded In thia Natia at CommencamerR � t. , u�o++ot r�roperty: �r�t�da��t�o�No.��ursG I PB l9PYs G4GdTa?�//E�'.�I�P�Ilt93ot 4l7y�j X l3� � s�e r��s; i f�l �i. 3•r t,? _ 2 � Genera!Desciiptlon of ImprovemeM �'�''{ _ i _ i 3. � �ZlMi8f(TdS17RlkhU0f1 Of L8$9E�B lMCQn8�6ri 3!khe�668L!!L6ttViCtBd tOf tl1R�1�(OYtlM}IL _ ' '�„t. .. �`�.�--.�1 a�,_„��.en.Q.. Ci 1�C'C fi't t��,_— '�'""__ 7 9 n.� Fl}�►�G�� C• �z:s��1,g _._.. �„�l i , trrterest m Piape,ty. ,_�Ar%+V t�. � — � Name of Fee Simpte TtBehcidor., �,� _ ' � {tt ef�fercrtt tmm Oamer Eteted abova) i i Address ,.�y,�J d� �f�UC1J� �E!/�^'�l/��i �/�L � __ 3tste 4. � Cantractor. I/G./„�9" , ",�/�ln"i�Jl1!?1" �}Q �'.�.F�i��'�L,�S h- .�� j ��t��n�,.No.: �13�'33'?7.,`,��.,,__,_ � � s. ; svrstsr: Name �� i _� � Addtess Ctty 8�te Amourd of Boad: S Te6nphone No.: _, & � tandar .. . Nama � �'w � -- ( Addrasa CUY State a � {,entler's Tetephane No.: F �' � Q 't. � Perscns wBttln tfie Smta ot Fbtkda Qeslgnatod hy tl�e ovx:et�wn ufiam notloes or oiher dowmarts may ke served as Wo�d tiS+ o.�� ` sectior,rta18(+�te1t7?,Rodda s�tes: � � � ae V� Y ��° �i Name � w � 1 ��,y`'�L? Address Ckll � &mte � ��" I. Telephcne Number cf DeaFgnatad Parsan: � a_tp�w ui\w S. � M addflfen tn hirnseB�tfie orare►desiprraies _, a_,._, ca� � to�eceNe a wpy of ttro Ue�c�'e Ndtice ae pavidad fn Sedion 713_13(1)t�)�Ftoride 6lstutes. Q�M �"J � Telaphone Number ot Phrsan a ErrtBy OeNgnatad by ONmer. _ W�!!ti, VJ 9. i E�taUcn�ta at Natke of Comtrranc8ment fRfie axpltaHon date may not be beima ihe compteNon of cora,huactloh and i:nal paymeM to the z 61 I � catdcadct�but v�i0 be one yaat trom tha+Sat�04 recordine ur�te�as a dNieroM date b+Aedfled}: _. N N m WARNtHt�3 TO O\NNER: ANY PAMIENTS MAD£BY THE OWtSER AFTER TNE EXPIRATiON OF 7HE NOTICE OF�CMMENCEMEN7 � I ARE CON610ERE0 fMPROPER PAYNEH75 UNOER CHHPT@R 713, PRRS'!, SECTiON Tt3.18, FLOREOA STAlU�'ES, AND CAN ��O � HP RESVLT IN YOUR PAYING NNCE FOit IMPROVEMENTS TO YOUR PROPERTY. A H0110E OF C01A#IEHC�dENS MUST SE ¢et 1 RECOROED ANp POSTEO ON THE SOS SPfE BEFORE TNE FiRST 1N8PECTiON. IF YOU 1N7END 70 OBTAIN FINANC:ING.GON3ULT o.m W J TH YOUR l.ENDER{1R AH ATTORNEY BEfORE COMttitEkCtNti WORK OR RECORDINQ YOt1R N0T10E QF COMtAE YC£MENT. ( Ur�r��a pa au�ededaro that i hsve road Ihe�orepotn8 notke of mmmsncerrierrt and tliat tlro Mds eteted there8�en�true M Gre best NA I �� . STA'fE OF FlARIDA I cou��rv oF r�Rsco ,x �+�'�+.�a- �ti,�� - 1� A ��,.•-�c,_,,,_ r .x 6fgnaturo at Uxtar or L e,m O.w� or teasads A�tha.xad p�j CMiwNDharlo7PartnatlManaget ^"' j U i � ; S!g to(yE TitietOHlce � � � i y� The faregoing ir�swmen�wae acknovAedgod 6efare me thie��daY�► 4'i3 bY �m�. I as t1Y{m of autharlty,e.g., r, tee attomay In fach for .'� � - of pa ) +esa exewted). v � Par��y Kne+u+Q,OR Ptcduced �on�. , �NotarY � �r�i CS 0 � � - �/ - • ssm��e�t�" -c� _duced i 1�' ' Nema(wine� � �e ' ' • ��""� �' � BRENDA L.BUCHAMAM•- ''- � � .�1PPtr nt�B � .- =a°, .`c�_:Notary=Publ�c=S�tate ot Fidrid'a�� r= . �p� • � _My Gomm.Expires Jan 31,2417 ! 4 - + t ! ��'�� -�, . ; �'Foc y�oo-`.` �G.4ttF�ltlSSi�q.#EE$$6O9Z �� il��Z��!��t t'��)��tl��'��I��i��t ' .J�A � ''"" ''��«„� Bonded Tbrnugh National Mofary Assa, p,•• , 2016050326 �y u�d' . . . aam� D-, ' Q� f'j':Qi110A � -�.`'6+�...�,' ' , �"��.,��„�"'N '_ �� '"'.*� ' � _ ;.-_.:r...`--::a • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS � , Contractor/Homeowner: ��f� Date Received: �;`� Site: �� }�S'� � � Permit Type: �lQi �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � �_ Kalvin wi — lans Examiner Date Contractor and/or Homeowner (Required when comments aze present)