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Home My WebLink About14-15118 CITY OF ZEPHYRHILLS . ' S335-8TH STREET (si3pao-oo20 15� BUILDING PERMIT �' Permit Number: 15118 Address: 6119 19TH ST 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: ZEPHYR BREEZE Est. Value: Parcel Number: 02-26-21-0190-00000-0370 Improv. Cost: 2,000.00 Date Issued: 3/25/2014 Name: POTTER RANDY B & JEANNE L Total Fees: 67.50 Address: 6119 19TH ST Amount Paid: 67.50 ZEPHYRHILLS FL 33542-2707 Date Paid: 3/25/2014 Phone: Work Desc: REROOF METAL „ � � I L 7. s� � '� 1 � ; _ 3��1 � � TAPE JOINTS ROOF INSP F I NAL 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 foilowing 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." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with C' Codes and Ordinances. NO OCCUPANCY BEFO C.O. �/� G�.�� '�J� CONTRACTOR IGNATURE PERMIT OFFI R ; PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION � CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER c`,�s�� ,.� ,,, �' City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �i=��P � �C12Ji1 � Date Received: 3 — `�-` Site: (L� l( / � g�� V7�'�� Permit Type: �� rG' 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. �. ''� � � wi lans Examiner Date Contractor and/or I�omeowner (Required when comments are present) sis-�eo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ��-�l Phone Contact for Permittin ��J �3 -- 7 7�� Owner's Name /e97'�� Owner Phone Number Owner's Address � �h � �:`ls Owner Phone Number Fee Simple Titleholder Name Owner Phone Number � Fee Simpie Titleholder Address JOB ADDRESS � ` / � �'�'G�T LOT# � SUBDIVISION � � PARCEL ID# �� ' ^ [f � '' !`iG�isi "�� (08TAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR� ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK 0 (/�'� / � S /�� /C�'�T'is1 BUILDING SiZE �-� Sq FOOTAGE �O HEIGHT �BUILDING S�OD D VALUATtON OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ ,� 5i I� �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � � �GAS `� ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � PLUMBER � � COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/N Address License# � � MEC ANICAL COMPANY SIGN TURE REGISTERED Y/ N FEE CURRE� Y/N s� ' License# � � OTHER � COMPANY �� C'/t��+'� ��/�'� J SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address �� ,3 � �l� S � 33s7fl1 License# ��y!.37� RESIDENTIAL Attach(2)Plat Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Wot1c Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Buflding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Constructfon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8�1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""'PROPERTY SURVEY required for all NEW consUuction. Directions: Fill out application completely. Owner 8 Contractor sign back of application,notarized If over 52500,a Notice of Commencement is required. (A!C upgrades over ST500) "" Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs ii shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW _-- 'i_' ----- ,_ __ _. ;- -_._ _ �- �- �-., -- -- __ � ____- --_`_ - '� ` �/ �. � � � � , , I � i � i'� Forcc Engincering &Testing Inc. ��, � �- 19530 Ramblcwuod Drive Humblc,TX 77338 Product Evaluation Report GUlF COAST SUPPLY& MANUFACTUR/NG, LLC. 29 Ga. Tuff Rib Roof Panei over 1x4 Wood Purlins Florida Product Approval # 11651.27 R1 Florida Building Code 2010 , Per Rule 9N-3 �— 1 Method:1—D �� Category:Roofing Subcategory:Metal Roofing Compliance Method:9N-3.005(1)(d� NON HVHZ Product Manufacturer: GULF COAST SUPPLY&MANUFACTURING,LLC. 4020 S.W.449"'Street Horseshoe Beach,Florida 32648 Eneineer Evaluator: Terrence E.Wolfe,P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents• EvaluationReport Pages 1-4 ?,1, 2�(`� �__ ,�_.��= i.��i�= - �iT`t �� r'��'HYR L , ,`��s��iti�� EX�MIhIE �` ��E. �, y, �• . -- . 'E. . p i I��'+�5 _ __ _ ;�Q,�`4 � C � N S E �'o��i :,��:•• ';" i r. ; - y, � , � , � _ . r�.,,q� , r, -_ � .. - ;I�� .�: *{�__ ., - •_-* ; �,,�, -�,j��°}__, : � , `" � �• STATE dF :a�' : P'. �v • '�Q,�`• �D'LOR1 ��'' '��`': srrorr� �i �'S• •V'�?�, M�i,e ,��Ht��```, FL#ll651.2�Ri February 22, 2012 ,_-� �=-__---- _ , - _ - __ _ ,- --- �-- _ � _._ . , - — _ �- � f��-,--� � -� ��'_� i ,' ; `I ; ; Force Engineering&Testing Inc. '�, ' �—� 19530 RamMewuud Drivc � Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2,1504.7. Product Description: Tuff Rib, %" Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof panQl over lx4 wood purlins over one layer of asphalt shingles (optio�al) over min.7/16"OSB or 15/32"Plywood decking. Non-Structural Application. Panel Material/Standards: Material: Minimum 29 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional. Yield Strength: Min.80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010,Section 1507.4.3. Panel Dimension(s): Thickness: 0.014"min. W idth: 36" Rib Height: %"major rib at 9"O.C. Panel Rollformer: MRS Meta�Rollforming Systems Panel Fastener: #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal '/<"minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010,Section 1506.6, 1507.4.4 Substrate Description: Min.lx4 No. 2 SYP wood purlins over maximum one layer nf asphalt shingles (optional)over min.7/16"O56 or min. 15/32"thick over supports at maximum 24"O.C. The 1x4 wood purlins shall be fastened to the wood rafters(24"O.C. Max)with(2)9 x 2%'Deck Screws per rafter(Minimum 1 7/8"embedment into wood rafter). Design of lx4 wood purlins,OSB,plywood and OSB/plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2010. Design Uplift Pressures: Table"A" Maximum Totat Uplift Design Pressure: 101.0 psf Fastener Pattern: 9"-9"-9"-9" Fastener Spacing: 24"'O.C. `Design Pressure includes a Safety Factor=2.0. ._:`. i...'t`!� � � ��' \ e.�i� . �..�.. ,.� L ,,'��f1111111��I +.. ! ,EPHYR .�� N c E� � �o �'�i �—�� =�'�o,u �x�.�nINER_—�.__ • � • ' '• --- � +t;•y 1 � E H s F�'c`�: . 4� .� i _ �. �.� -- r ' + = . y+ i_�;,y � : No.41D�� r i, �,y `—.. � � �� 7�', /Q *f"- ` `* r. � ,�, *.'=f�'�s �-- ' — k� „ _� - .. "� • •a• STATE d!e :ar,:', i 1+'. � . ��; FLO1t1 �� '2�� sm.parnrae� ��'SS,. .NG'ti`. �xrn i�� O l 1 111�� FL#i i�si.2�Ri February 22, 2012 � —T----- _ __ ___ ___ __-_ ;- � -__ -' �� -�--�_;_-�-� r �,- � �� i { I i 1 i , I ', I Forcc Engineering &Testing Inc. !;, !i � � � ` ]9530 Rambleu�oud Drive Humhle,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010,Section 15043.2,1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-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,Section 5.4-Foot Traffic Resistance Test Ref¢rence Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing,inc.(FBC Organization#TST-5328) Report No. 117-00407T-09,Dated 11/16/09 2. FM 4471-95,Section 5.4 Foot Traffic Resistance Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328} Report No. 117-0238T-09E,Dated 07/21/2009 3. Certificate of Independence By Terrence E.Wolfe,P.E. (No.44423)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalenty: 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. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Cade 2010,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. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. ,,��{�tlll+l�'` �� '�N.G E• �.jyo��'� : Q=�b � � E N S F �'o�� V, .tp . r � �. IVo.4ND�/ �� 1 � `��• . , ,. . �" _ y,- — i „ R *__ .`�k <;. �,�?.tf'�• 9--- L_."� . - ,. " � „�• STATE O� :a�' r 'p�. �v w :a�`• FL �RIp�' '��'.` s.w�rr� �i E',r•, •�'1�� :�ne ,,��d►t�t+��'`,` FL#11651.27 Ri February 22, 2012 . ,T___ _. . . _'_'-___ _ . . � .. .__'�._ -- ; .__7.�,. ,_ �- � ` �.. _ � i�" � � ; i i, � `, j � , �. � i Forcc Engineering&Tesdng Inc. �1 � `- 19530 Ramblcmuud Drive Humi�le,T%77338 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: Based on the dimensions ofthe structure,appropriate wind loads are determined using Chapter 16 of the Florida Buiiding Code 2010 for roof cladding wind loads.These component wind loads for roof ciadding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 far structural loading. ,`��►tir��rr��i �.� �,t1.0 E• �.W p ��i �,Q:�`, 1 C E N S F �'c'�i � 4� .�e► � �-, , ;,+ ` '�'� No.419�3� • �r�� :�Y � . t' _,t� � � E-- ! �',��'�'.?�Ui�'-' *` ''k �- .. - ,. �" • ,a'• STATE dF :a�': . 7�'. �� '.°,�`• FLORIp� '?�: sw.ars�aa� �� F�:• . . •<y'ti�� OAA � Y]�7n �II��:pN�AL�`;�� FL# 11651.2�Ri February �L�, 2012 � .__._ .. . ._......___.......:._......._.__...----.. ..__.....__------ _.._._._..... ...._. 29ga.nxnrrnum'tcdYl�iib."sE��wktenvarrxawczncrthm;ns ...... .........._ ._..._.._ .._..... _. ..._._..._....----_ .._..----_....., � . TU�F-RiB EKPQSED FASTENER SYSTEM , ; ; ; �•o.c. , t4...�_ _�._, _._._. __. ...... GVOiUtf�il�L GavER�1GE ~-._._,__._ : ...._ ... . _.__ _..._ � . a ! ��_.._.-5----rt___ _-__�y„�,_,�_��____ ---9"— ----►�t--_�ya__ . __�; t `.�.�.--.,____.��o�►—"�`,---.,....�— ..� ' /_' ._.--�_--____� � � j �3 � � ; ' , "�'�j�� F 9-15 X 9'/�"1rVOfl�SLREW � ; TYPiGAi.FASI'EN�R PATTERN vvnnrasM�� ; f 'f.�x 14�-7f8 LAP 1'EK 3' �,:"T,.-_, - . ` i _ 'j WtMiASHER 2d".O.L.AND � ` '-GONt'lPfU0t15"�APE SERL : : REQUtRED fF CESS TH�AN I . — 3It2 PiTGH � ` �'{-�'/a°-b;Ai- _..�i�;x__..__�:s.�i�2K y;Q_. . �Jf2".._ _._�..2+jz"D�...,_..__.5zisn....._ �<.,.?.%zp.��g ._..,.,r'j�rn_....._. a i:1a`3► �t ' . � ; � `� , I __._ , ._.�....�.t�..�..�,-.,.._.`.-.�r�n,�� : ; ~�� { t � � i J TYP� 2 ' . .��aaas,�roy�y.a �ASTEt�ER PATTERt�1 � PANE�END 8� LAPS I ya'��i"��;. �'�'.� ; od��^,.\ .,. .,,��;a"r�. t � �,�','�Q",.`✓�E�'J at` ' f^ '� k��rt RY+r3i � t�. E'i,��a ?`I.tt�,i � � s° PEO. 8�23�r'' � 9� ; ; n�: " � �.J"' L�� ; `. ; ., � �: e � J �e J• i s��'��„t7�-e��``+4�� ;v��f � �,-- -.-: �_. _u GULF CpAST SUF'��'LY&IVIFG., {IVC. ; `. �� 424 SW 44't $TREET 49a�'• •'�f�l�•��`� � � HORSESHC3E 6�'��CH, �L 32648 :'. ?AiORY#��g ' 888-�9c;�U335 � I ��..._a 9__Z��.Z______._�___._ .._ �.______._._ . _ ...... ____..__._� ._.__�..�._,. ..__._..�___...__ .._ _---,-- _ _,___.__._----..___--- . _. _ _____---—---._.._..._.,.__,.,�,.._._....-..�,,.—..,.-,m�-.R.---�*'".,'»'.t+r�r.-',.�`-e�:�— �""'S:#i':`��''-'�" ?r,+�r �*,?er+-r,.'�.-* « "+". , '�i:� _:, r,,. , , - . �.-. ..-�--^*R . � . ,� �M� ��v� •.'��4e . - .... .. �.� . . � �. �.• .. . , � '� `� TRIPLE CROWN ROOFING INC. � 37625 STATE ROAD 54 ; � ZEPHYRHILLS,FL 33542 ; 813-833-7720 � ; STATE LICENSE CCC049370 ; i SPECIALIZING INALL TYPES OF METAL ROOF SYSTEMS ; We hereby submit specification and work description: � NAME PHONE DATE I i STREET CITY STATE ZIP � i SALESMAN � � i � i � �;> f a - a ' . . i ! I � I V � i THE ABOVE DESCRIBED WORK WILL BE COMPLETED ACCORDING TO SPECIFICATIONS, FOR THE SUM OF ($ ). PAYMENT TO BE MADE AS FOLLOWS:$ AS DOWN PAYMENT BALANCE OF$ DUE UPON COMPLETION. ***ANY ROTTED WOOD DISCOVERED WILL BE AN EXTRA CHARGE AT A COST OF$ _PER 1/2"SHEET OF PLYWOOD$ Lin. Ft. Lumber. ; NO ORAL AGREEMENTS HAVE BEEN GIVEN OR ACCEPTED. THiS WRITTEN CONTRACT IS THE ENTIRE AGREEMENT COVERING ALL THE WORK TO BE PERFORMED ANDIOR 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 ali said work in a good and workmanlike manner and in strict accordance with the ordinances, rules and requirements 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 me/us without any ' further notification to melus. 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 executed only ; upon written orders and will become an extra charge over and above the stated contract 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. (3j Under the law you have the right to pay off in advance the fuil amount due and under certain circumstances to obtain a partial refund of the time charge. Owner acknowledges receipt of a true , copy of this CONTRACT. ,r „�� _ � �._., PURCHASER DATE � ,�� , ' � �r , BY:Triple Crown Roofing, lnc. DATE PURCHASER DATE 'I i This contract is enforceable onty when accepted by management of Triple Crown Roofing,Inc. I �