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Home My WebLink About12-13159 CITY OF ZEPHYRHILLS 5335-8TH STREET (si3)�so-oozo � 13159 BUILDING PERMIT Permit Number: 13159 Address: 5203 8TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18400-0040 Improv. Cost: 13,363.00 Date Issued: 6/13/2012 Name: EILAND, JUANITA Total Fees: 210.00 Address: 5203 8TH ST Amount Paid: 210.00 ZEPHYRHILLS, FL. 33542 Date Paid: 6/13/2012 Phone: (813)782-3063 Work Desc: APP SP OVERSIZE DETACH GARAGE 25X30X9 (SEE APP COND. IN FILE) HOMEOWNER V �� ' � � (?i '�' SHEATHING FINAL REINSPECTION FEES: Reinspection fees will wmply 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 wnstruction c) repairs or aorrections 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 aacessible. 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 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 Ci Codes and Ordinances. NO OCCUPANCY BEPO C.O. i - " � � " _c---� ' CONTRACTOR E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � ` � �2 �c.� �`�' � � ----�. � z -� ��.�. .�-�,—a �c � �,,. Date: March 4, 2oi2 3� Fr-� ��-� � �;�- To: SPR Committee From: RJ Keetch �!1��.� Re: March SPR meeting ��x � � ��J Attendance: Todd Vande Berg, Rick Moore, David Henderson, Bill Burgess, Chief Shears, yf i31�z RJ Keetch 1. Petition for Conditional Use submitted by James Simpson, 39757 Meadowood Loop requesting an oversized accessory building (File No. 1-12-CU). The site plan review committee recommends approval. This item requires Planning Commission and City Council approval. Conditions: • Applicant to submit revised plan showing proposed landscaping • Applicant to submit additional information showing color, windows, residential grade materials and property markers • Applicant to stake property boundaries to check setbacks 2. e i �on or on t re (�i e o. 2-12-C `" � s one ot st � app i Nnt s�tat�tl�t�e�heig t o , ce hwS'�v �.p,�-� '�a ok� --� ��`-�-- The ' � �.e.�/ _ �,,��-(z f Conditions: , • The applicant shall submit a revised plan showing the new location of the building • If the applicant desires to join the properties the recorded documents from Pasco County showing the new property boundaries shall be submitted to City of Zephyrhills Planning staff • The applicant shall submit a boundary survey • The applicant's request shall require approval by the City's historic board. The applicant should make every effort to show that the proposed structure fits in with the traditional neighborhood. The structure should be made of _--- --a-----�---- ----o-- ----- -- - . ��K un;f 4 C`:/�y.� as f��c'�,�.��T— �type of authority,e.g.officer,trustee,attorney in fact)for (naim of pmty on f was uted). � Personally Known OR Produced Identification„�otary Si /L� i �, <c;� Type of Identificatioa Pt+oduced l��✓�G.i f.,c��Name(print) ► -� • � .,�� VeriBcaEion pursuant w Sec��sn 92.523,Flafida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the at,a m it are tntt"tm t�u best o ledge and belief. Si N�Pasai Si�g�Above �� C��M+��Sf�t�of Flodda �� '� af MY CommisslonR ppY�7�e8 aad° �P►roa ttlot(20t� � � �t . F ��r�a� F�.c�ea, c� "�.�`�co�� HI:�fS Tv CE�TIF1' THAT E��bREGOiN�ISA rRUE A�1D„�Q�FtECT CO X -' Thl�DCaCt1MLNT"- , O�I.F!{.��;{�F;Rt1BU�f� D►IV THlS 0�'fIC� VVITN�SS M�N�4NGAND�F'�t .� SEAl.THIS �.3 �� ' •'� • . .��',QF „ . 2 a , , ,; PAULA S Q'AI�IL C ERt " L�. `' ��.^, 1 B1' � �' "-�t,..,-.•'�' r,. -- - . �~trT��Lgnk _> r. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Receiv�tl t Phone Contact for Permittin �� P� — � /O� Owner's Name � l��i 4 L=-�� Owne�Phone Number ��L 5�5 D 1 S 1' Owner's Address S�3 �� S�' Z-��7h /Lt• 1�S �c 33SYZ Owner Phone Number � Fee Simple Titleholder Name /�/v ti►� Owner Phone Number � Fee Simple Titleholder Address /�+D ��=- JOB ADDRESS �Z°3 ��k �"J t�-}- 2-��h�r h ��S —�L- 3�S`f Z LOT# � s '�"6 SUBDIVISION PARCELID# r�`L6'2�`�`��`� �3�� v`�'�`� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT Q SIGN Q �] DEMOLISH INSTALL REPAIR PROP03ED USE Q SFR Q COMM 0 OTHER f'';�/qr �H TYPE OF CONSTRUCTION Q BLOCK Q FRAME �� STEEL Q DESCRIPTION OF WORK °� �`�� 9� "�C�c�S�"`—��.��.\cS�:L�� -�-1c��e d� � �.� � BUILDING SIZE o�5��3� X Q� 3Q FOOTAGE �s� HEIGHT ",/ UILDING $ a, VALUATION OF TOTAL CONSTRUCTION /2 ��3- � � ELECTRICAL $ 5.�� . u J AMP SERVICE X Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ � � J�S� � � � � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Ih�s� ,I� � �t/,,. - ��c OGAS Q ROOFING Q SPECIALN � OTHER 3 lJ�'" FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � �--^- BUILDER ' � COMPANY E� ld,fi�4, � l`� -� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address (D S� Gl5 ,��1� ��(�� 5�1 License# C`,�� d S�G S5/ �ELECTRICIA ( COMPANY SIGNATURE REGISTERED Y! N FEE CURREP Y/N Address 52v 3 C��" �j�� `� S �C��S_Y� License# C PLUMBER /� �v �� COMPANY SIGNATURE � v REGISTERED Y/ N FEE CURRE� Y/N Address License# C � �--_ MECHANICAL A � COMPANY SIGNATURE � "" � REGISTERED Y/ N FEE CURRE� Y!N Address License# � � OTHER ,, / �( � `�_- COMPANY SIGNATURE /V� `�� REGISTERED Y/ N FEE CURRE� Y/N Address License# � RESIDENTIAL Attach(2)Piot 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. Requfred onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisfons/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Penmit for new constructlon. Minimum ten(10)working days after submittal date. Required onsite,Construction 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 construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over s2500,a Notice of Commencement is required. (AIC upgrades over ST500) " Agent(for the contractor)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 if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance wit� any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter T13, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that i have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT: I certify that ail the information in this application is accurate and that ail work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetiand Areas and Environmentaily Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Depa�tment of Health � Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authoriry-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. If the fill material is to be used in Fiood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professionai engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building O�cial for a period not to exceed ninery (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD i4 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P TH YO RILEND R IMP AN ATTORNEY B o ORE ECORDING YOUR NT TICE �F COMMENCEMENT.� CONSULT wi ORIDA JURAT . .117.0 , OWNER OR A CONTRACTO Subscribed and r affirmed)be ore me thi Subscrf ed an s to ffirmed)be �m��v,e� b �.cQG�-�-1 � /��7 5 as /Z / 34' Who islare person y kn to me or haslhave produced Who Is/ar onally wn,�o�or has/h iaen�ficat on. ��c - as IdentlficaUon. �� r, � � ,. CLi� Notary Public . t � Nota Public � y�j 9,��.��- CommissionNo. ��-i� �'1�� Cm _ .�,,�,n.n..�.n `� ��S (w ��« � (�`\� � .cC. � ° � � ., ond� rinted or � of Notary typed,printed or stamp nnsa�P n��r�iccio Name of Notary ryped,p q� Nota , '"�!� "" :'c�n b�^'17:�8H ry Public Stete of Florida �'�� '�' ''�ti . Christine OeIRlCCio v�" '�P` MY Commrssion DD937368 ��`��`��'� ` ""�"" '~" � ` of�� Expires 11/01/2013 ' �V o '� u City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: T 4i�'�S� �Yl G�Q �`f�Q'�� Date Received: S'- c��'-j Z. Site: �Zb �� C`�� c� Permit Type: g�Gz � �j �/ . � Approved w/no comments:O Approved w/the below comments: ❑ Denied w/the below comments: � This comme t sheet_sh�,ll be kept with the permit and/or plans. l /� Kalvi Swit r—Plans Examiner Date Contractor and/or Homeowner ✓� (Required when comments are present) Pasco County Parcel: 11-26-21-0010-18400-0040 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, May 19, 2012 Parcel ip 1i-26-21-0010-18400-0040 (Card: 001 of 001 Classification 12 - Stores, Office, SFR Maiiing Addre� Properly Value EILANO]UANITA C Ag Land $0 5203 STH ST Land $17,955 ZEPHYRHILLS FL 335�42-5028 Buitding $57,232 Phvsical Address - See All 3 addresses (First Extra Features $250 Shown) 5203 8TH ST ]ust Value $75,437 ZEPHYRHILLS FL 33542-5028 Assessed (Save Our Homes) $75,437 Homestead 196.031 - $25,00p Legal Description (First 4 Lines) Non-School Additionat Homestead _ $25,OOp Exemption See Plat for this Subdivision .�' CI'tY pF ZEPHYRHILLS PB 1 PG 54 Non,School Taxabie Value �24,937 THE EAST 84.0 FT OF LOTS 4,5 �h��bisk�'ict Taxsble Yslue ;49,937 &6 BLOCK 184 Warning: A significant taxable value increase may OR 1607 PG 1740& occur when sold. Click here for details and info. rega�rding the posting of exemptions. Land Detaii (Card: 001 of 001} Line Use DascHption �oning Units Type Price Conditian Value 1 1200 STOR� ppC2 6,300.00 SF CpMB $2•85 ]..00 $17,955 Additionai Land I�forn�ation ACres 0.14 Tax Araa 30ZH FEMA Code X ommercial ode M85T2A6 Buiidin Information - Use 12 - Stores Office SFR Card: 001 of Q01 Year Built 1958 Sfiorles 1.0 Exterbr W�11 1 Above Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Metal Interior Wall 1 Piastered Interior Wail 2 None Flooring 1 Hardwood FloorMy 2 Parquet Fuel Etectric Heat Forced Air- I�ucted A/C Central Ba#hs 1.0 Line Desc�i on . Fee# 1.Cost New 1 BAS 1,704 72,164 2 FEP 154 $4,574 3 FCP 209 $2,202 E�ctra Features Card: QQ1 of D01 Lina Descri on Year Un1ts Value 1 UDU-M 1987 I $250 Sales History Previous Owner EILAND JUANTfA C�. Year MoMh Book/PaQ� Type Amoant 2006 il 7262 1415 �C $p 1987 05 1607/ 1740 � $p 2985 09 1446/ 0495 WD $25,000 http://www.appraiser.pascogov.com/search/parcel.aspx?sec=11&twn=26&rng=21&sbb--0010&b1k=18400&lot... 5l25/2012 Pasco County Property Appraiser- Physical Address List for: 11-26-21-0010-1840f1-0040 Page 1 of 1 Welcome : Records Search : Parcel Details : Physical Addresses Physical Address List for Parcel: 11-26-21-0010-18400-0040 Displaying 3 records View in groups of: 10 25 50 lOQ 5Q Street Number Street Name • Unit 5201 8TH ST 5203 8TH ST 5205 8TH ST Pasco County Property Appraiser Page Layout Modified: 2/17/2009 1:10:37 PM The Local Time Is: 3/19/2012 11:49:42 AM ' J � �`y � � -C//(M%r f /^\ //'`� � �� 1 � \/ C � \ http://appraiser.pascogov.com/search/physadd.aspx?parce1=2126110010184000040&eas=... 3/19/2012 Pasco County Property A�praiser-Map Page 1 of 1 Pasco County, Florida Section 11, Township 26, Range 21, 0.1 miles ESE of Zephyrhills Prepared by the Offlce of Mfke Welis,Pasco County Property Appraiser. Map Created on 5/25/2012 at 9:53:31 AM. , , ,'0110�� . a �, � - � Yr �+ _- �� '�; �:,�,. �µ ��: ; . - 0�f0 .. `:,r .�r". � 0�1.0 �- 4�`�' gt. °�, l6 s��',��,<, e: ;��F .�, �''�;`;- � � ' 1 �; e�i'_' ',l��I I�� ,..ir'I, r�, R��I'"��'i 1r4 „ M1`� http://maps.pascogov.cozn/maps/print.asp?img=/mapdata/4422953209033 jpg&id=U2VjdGlvbiAxMSwgVG93... 5/25/2012 U�� . . c��, ��- ��. . , � Date: March 4, 20�2 �� dwt ►�r2y,-� �,+� �-t� To: SPR Committee From: RJ Keetch �� C_�,� Re: March SPR meeting �� a� Attendance: Todd Vande Ber Rick Moore David Henderson Bill B �x�� g, , , urgess, Chief Shears, y1�3f!z RJ Keetch 1. Petition for Conditional Use submitted by James Simpson, 39757 Meadowood Loop requesting an oversized accessory building (File No. 1-12-CU). The site plan review committee recommends approval. This item requires Planning Commission and City Council approval. Conditions: • Applicant to submit revised plan showing proposed landscaping • Applicant to submit additional information showing color, windows, residential grade materials and property markers • Applicant to stake property boundaries to check setbacks 2. Petition for Conditional Use submitted by Juanita Eiland, 5203 and 5149 8th Street requesting to combine er tw properties and add an oversized accessory building (File No. 2-12-CU). f 'j � C��ssc� s� ��- `�`.�e, �la.,� �,we.. � �, �e� Per 7.09.01(b&c) the lots do not ee to e joined in order to build the accessory structure. However the site plan review committee recommends that at least one lot should be joined to existing lots. This would allow the applicant to sell or build a structure on the remaining lots. The applicant state t t the height of the structure wi I I be 12'4. -,�n�e �-S1v��Qn- � f�-��;�� o..�ol -, � �k�, _--� �;,�-Q-- The site plan review committee recommends approval. i�� e.�/ �-1�'l z �'�� Conditions: • The applicant shall submit a revised plan showing the new location of the building • If the applicant desires to join the properties the recorded documents from Pasco County showing the new property boundaries shall be submitted to City of Zephyrhills Planning staff • The applicant shall submit a boundary survey • The applicant's request shall require approval by the City's historic board. The applicant should make every effort to show that the proposed structure fits in with the traditional neighborhood. The structure should be made of similar materials as existing houses in the historic district. A garage with doors oriented toward the alley would be more traditional and in keeping with neighborhood time period then a street facing garage. The building should have features typical of structures in the neighborhood (traditional windows, and roofline and other architectural features) • The above items shall be submitted to staff prior to the item continuing to the Historic Board, Planning Commission and City Council. 3. Site Plan Review submitted by Sky Dive City requesting 70' x 30' Pole Barn located at 4241 Skydive Lane (File No. 3-12-SPR). The site plan review committee recommends approval. Conditions: • The applicant understands that any change of use will require a new approval • The applicant shall provide a copy of an updated plan for final approval/signature 4. Easement request submitted by Verizon Florida, LLC at Sky Dive City located on Skydive Lane (File No. 4-12). . The site plan review committee recommends approval. Conditions: • The easement agreement will require City attorney review and City Council approval • The easement shall be recorded by the applicant and copy shall be provided to the City i � � � i '+ � ''�- _ �. � � i�� ,��p ��!e - ,;', �.�.. . `,'`� i s � C � +�.,� � ��. ti ti �0 ti ' �, , ti � 1 � �� y 1 t 1 � Y�'� ti $ t +YX 'r' �� 1 V�� Q 5 � R � 4 � t Y � t ti ' S 4 � � y 1 � R�. ° � �� t ti 1 � yti LS h� .~��i 4 } ` ' ` .',°�,,. ' -�-,: ' ", . y � � q... � � �,� � ' ♦ , w,��':.° ..`��. .i>.. �� ..��. �:vb`��',y,t�,`'° + �." w�.. + ?.,�. � t +xR ti t ��.� ��; 3� .�� '�. ——————————N—————— "cJ 'C oo tn �..� tn �. C/� I � � � � -t"'�.r' p � NC� "" I � ... �. v� � � ... N � � I - � �" � � � � � C�" I � � �: .. � tv � 1 ' �-.. � y v � � � � � - � � �. •�. ,� a, .� � � � N N r �•,., O t � ( N N W H O � � ( i .... �.. �, Ov ,.. N � I i °o o � � o � W I :�; � oo � o � o ' � � � � � � � I I o °o � � u � � I " � o o � � � O o � o � � I I � � � � I I � �------- --� - r___A__----___— � N � � ' I CM � � n' N I n � � I f" x j � � u N � UN � � II � II I __� �. �.'t� . � , < � , ., a•. � F � �� ;�- a.�u_r: t, r ��v�l. � °Fx. ;��qy,�'... �- i . - 34 , '� , .._. _.._ ._.._.._. _ ._ ._.._ _.._I�_.._.r .._. _. _ .� � -- � � y, I � I � r� I i iz °o ' � I � w AJ i o � � i i � r---- I I --i i � j � � I I i � � � H � j ok. � � � O O -------��- � � > j a w W a � w � � t � I � � �------� I i 1 j 1 � I � � � I � � � � a0 � � � XOO � I � � o� C� Ca_� � I • I � I � � � 1 «, � I M � : � � ""' N I N � M -_. _.._.._.._...— •—.._.._.._ ._ ._.._ ._.......,. _.._.._.._.._1 � O M M � � ,� � �o � � w a � `� _" o � c °0 ��, .�,,, M M .L: fi � NON Legend NOTES: Indlcates Asphalt Pavement P.O.C. Poitst o! Commeacement � p,�,p, permanent Control Point Indioatas Concrete Surtace The purpose o[ this BOUNDARY Surve9 is to p R Y ��t��e�y�ent , shown the fmprovements and their relationahip p.o,k po ae oa B��''� coxc. c:oaor.c. � F.I.R, Fout►d lrott Rod A3PH. Nsphalt to the property boundariea on the aub ect F I p Fa�d �n Pi a �• u8'O11'y property. Not for construction. F.N.ac D. Fouad Nstl dc pDi.o �• �6II1° F.C.1t, Fouad Conorei«�au�male�ndt) 11D F. Ko�od Fea e R Pe 4pt Drc+iplan C.L.F. �hatn Ltnu Fence This aurvey was prepared without the benefit ot � �QUtatsd 9.p, ��esa Poroh a title optnton or abatract of title, no seareh �u �ta tieasur�� P ��ort oP the public reeords regarding the aubject � Ra�'D°°d o� Uv�th�eepdo�tilitq Ltne pareel sas done by this oltice. Therefore there Ch.B: c�or�aa e� L,p, gd4e ot Pavement may be inatrumenta tovnd In t6e public s't'R' denF.te►o�a"[.� osl"� R��Y Rlihtnof NraY records atfecting the boundariea of the aubf ect s N� D. Set Nai1 k Disc �, Ceatsritne property that have not been eZ1oKII• $tsn+P°d �ts B°s�� p�C Air Condttioner Bearinga ahown hereon are based on the t� East Boundary of Block 184, as ahown hereon � being S. 00'06'S3" A'. assumed meridian. SCALE: 1'� = 30' Legal description provided by client. O, 30' 60' W E' FOURTH AVENUE — — S. 89'S3'i 6" E_299.8�MZ — — — — - — — =/--t s — — — — � � F.I.R. 3/8" I �F.I.P. 3. No ID Cop I No ID Cop LEGAL DESCRIPTION: � � Lots 7 & 8, Block 184, Town of Zephyrhills, _ _ _ � as recorded in Plat Book 1, Page 54, of ( ( the Public Records of Pasco County, � Florida. � � I ' f; � � � �oT s I� � �j. I S.I.R, � ( � S. 89'S2'S6" E. 139.93' C S. 89'52'S6' E. 139.89' M 140'R I� � j � � � U � � �� S.I.R. . / �� o � LOT9 � � �• '; N I � � � � �� i � �j .°ia. F.I.R. 1/2' with 10 Cap �, �l�I a "LB 107' _ /T � ,_, _ � �. . i,. 4i 4.i r- — — — ,; . / W�y,,�..._. .� - - - - - - -�� Q � r �'�1 O e t �a� ( � ;� ^ '� ��OT 10 � ^ �, �., � � � � A/C unit Eneroachea 0.2' onto porce► � � / Er zI z z Eawa Encroaehes 0.07' Into Pweel N y ' � � � I I 21.80' E. ot SW Comer . . � //, L--- "� � � � r t � • b � �/ I 2 51 W. 139.94 C) N. 89'510 t W. 140.01 (M) 140 (R) ,;,, � � �� , r Fance South of line F.I.R. 1/2' with ID Cop� "vl j��/% I � � LQT 11 '�a �o�• � � //�' Mosonry 8uiiding fencs 0.2� W., 0.1� S. � �� I on adjoMing porc�! — — — — — — ! — ` � 1 f-.- - - - - - - - - ;�`i I � � � �� I � � " "� , � , _ ._ �-- — — '— '-' — — — —N.89'S3'16" W.299.88' (C) — THIRD AVENUE F,C.M. 4•aa. r�o i� a,k . Qp 31009 Pasco Roed Phone:(352)588-3680 John Walsh, Professronal Surve or& Ma GI San Antonio, Florida 33576 Fax: (352)558-3880 Certificate of authorization number LS 6061 BOn NDu R a �UR nd�' Not valid without the signature and the originai raised seai Work order number: W12-0401 of a Fiorida licensed surveyor and mapper. Date ot Survey: 4jt0/i2 Additions or deletions to this survey map or report bq other than the Certified To: Juanit.a C, Eiiand signing party prohibited �rithout rmtten consent of the s�gning partY• �;�, a��v��P'(��N��G�5�01"C�''(;�;G��'��i��S�O�1P�f IA�i 11Y I�,�"�'��,f�, n �'a1s�c, �., . ,�,r J�� ri w,v vi /z PA GE SECTION 11 NGE 2 t E. '" - TOflNSHIP 26 S. RA � �F 1 PASCO COUNTY, FLORlDA F Surtieyor a Reg'est�' No. 6061 Leqend P.O.C. Polnt ot Commsncemsnt � Indlaate� IuPlult Pavement P.C.P. Permanent Coatrol Point P.R.Y, P�rm�s�ot R�tm°q Yanwa�nt e tadlastes Conarote Surtaoe P.O.B. Polat ot HeQinning CONC. Coacreta p.O.L. Polat ott Ltne �gpH. Nphalt F.I.R. Found Iroa Rod �g. y�oary F.I.P. Found [ron Pipe �, �,�e F.N.lc D. Pound Nail dc Disc F.C.li. Found Concrete 1loaua►ent �g. Nood Fenoe �R �'��°�� C.L.F. Chaia Linic E'ence C� Calcul°'t°d S.P. Sareen Poreb �() Fie1d 1te�us'�� C.P. Carport /D ProP� O�p, Overhead Uttlity 1Ane g/�D. Radius U.P. Util[ty Pole Ch,L. Chord Lsn�th E p g�s of Paveareat Ch.B. Chord B�arin� �� gEC. 9�otlon 3,I.R. S�t 1/2"ieoa Rod CsP identUtcstion `LS 081" R/1►AY �nher�ine��y S.N.k D. $ismp��"tS18081" � A/C Air Condittoner NOTES: The purpoae of this BOUNDARY Sura�e83o° the subject lp operty. Not fo r construction. relationship to the property bound This survey was prepared without the bte�nef S b'ect parcelpwas doneaby thia officele, IIo search of the public records regarding J Therefore there may be instruments found in��n public records affecting the boundaries of the subject property that have not been Building dimensions shown hereon are of the e��te snnce theyl did not conflict with the d level, no roof line or eaves �ras located or sho property boundaries. No attempt was made to locate the foundation of the building. No underground utilities or other aPPar of easementsawere observeduone��he�subje t shoivn. No open and notorious evidence parcel, other than those shown. No location of the in-�round irrigation system was performed with this survey. Bearir�s ehown hereon are baeed on the Tsast Boundary of Bloek 184, ae shown hereon bein� S. 00'08'S3" lI. asaumed meridian. Leaal deacMption provided by client. REVISEO 4 13 12 — Corrected T o on address from 5208 to 5203 � °dd31009 Pastco Road Phone:(352)588-3680 JOhn Walsh Professional Surve or& Ma G� San Antonio, F{orida 33576 Fax: (352)588-3880 i BOUNDARY SURVEY Certificate of authorization number LS 6061 Client: Juanita C. Eiland Not valid without the signature and the original raised seal Work order number: W12-0401 of a Florida licensed surveyor and mapper. Date o! Survey: 4/1U/12 Certified To: Juanita C. Eiland Additions or deletions to this surver map or report by other than the $�g�ing party prolubited nit6out rmtten consenE of the s�gning partq. � � Y r�i��V��Vf•�U��I��iUiV��it��b��IV,��'VV�� J hn l�alsh, r P.�S.� .� J'i,�Yb � i / f 1 � /.� /`''- PA GE s�crron► �� . 2 TOIVNSHIP 26 S. RANG� 21 E. � Regtiatr n o. 6461 OF 2 PASCO COUNTY, FLORIDA lorz,da Survey LEGAL D�SCRIPTION: Block 184 The East 84.00 feet of jiOecorded8 in P1aBjBookl84,Page 54,r of he Public&Records of Pasco Town of Zephyrh�lls, as County, Florida. �� FOURTH AVENUE S. 89'53'16" E_299.8�ML ,_ ,_, _ _. T- — — — ;f '— .S . /I W OB f � F.I.R. 5/8'� I �F.I.P. 3" Mo 10 Cop No 10 Cap I �� -- — — — � _ _. �� ^I � SCALE; 1" = 30' ,,,; �I I •-�T ' � '"' � o� 30� so' — — —� I � f.I.P. 2.25' Diameter I � No 10 Cop vi vi i" I I I S.I.R. �tnsas Comsr �j _y� fenee Enda 0.1' N., 0.2' W.� I i/ 0.37' S., 0.09' E. of cor�sr - Foua tn co�e. � $, 89'S3�08" E. 84.00� (C N � i� /, I I � �ence Founeac�on S. 89'S3'S6" E. 84.15' M �° \ .t �/ �! � � � ! 55.92r , . . .. i� ' . . / I I � 16.4 I N .�r _.�,_ °' �� . ' ' I I � v � � 4.1, 18.6 . . .... �- .� �--- -- — — — — -�B _ — — _ _ ._., � � �� . I W � � � N 1 � �N l..Qr . � .--�-- : �� .. °1 � i I � � � I I � _� - - - � "' — - - -�� - - - -- 3 � , � (� -1 (_ --� s.,• � o � , �T z � � $ � 39.i� a4.�'- '"' '. �� i w� � ,��N � °' p-----�/c u��t � � ' � ^�I 9.5' � ��I � a�' S. 89'S3'Oi" E. 55.93' (C) "' �; �� w� S. 89'S4'56" E. 55.99' M _ — — — — — — ._- — -- � �'f c.� ; / E`"�r.°Q� U� �f18 t0Y2— Fence CComer � '� f/)�I I � F.l.R. t/2' with ID Cop 0.9� W.. 1.9' N. � % ��I � �� -�e ,o�• � ._..Z.. . � �. - � � � � � - - - - - - -� - - - 3 w W � - - - - - - �, �. � � I Concrote Orivsroy Strips :n • N tC �p � I � o �, s�-T -$- � �, � � � S.I.R.• � � I I Z Z , / r" � N. 89'52'S6" W. 139.93' (C) N. 89'52'56" W. t 39.89 (M) 140' (R) � �j I I ��-s.�.R. I� �� r .�- : �//� I I ( _f.6R. 1/2' wilh ID Cop I L- - - - - - " — N. 89'S3't6"W. 299.88' (C) ^ - - - - -- THIRD AVENUE F.C.M. 4• ao.� ra io ask REVISEO 4 13 12 - Corrected T o on address from 5208 to 5203 & add31009dPasco Road Phone;(352)588-3680 John Walsh, Professional Sun�e or� Ma er San Antonio, Fiorida 33576 Fax: (352)588-3680 Certificate of authorization number LS 6061 BOUNDA�R� S ER na Y Not valid without the signature and the original raised seai work order number: W12-Q401 of a Florida licensed surveyor and mapper. Date of Survey: 4/10/12 Certified To: Juanita �C. Eiland Additions or deletions to this survey map or report by other thaa the signing party prahibited �ithout xritten consent of the s�gning ParlY• I� 1��I�y V��I��15 ti�COV��n�y p�0��5� ! � �•�nU��N��V`�� John Wadsh, P.S.M. PAGE SBCTIDN 11 5�� 1'AG� 2 �012 SIGNA�.I�� `�- TO1INSHIP 26 S. RANGE 21 E. 1 OF 2 PASCO COUNTY, FLORIDA FtOri,da Surveyor's Regist�'a�.On No. 606 f Frorida Building Code Qnline Page 1 of 2 , .- �'. �t��"� ��.�.; i BCIS Home Laq In User ReyistraNOn Hot TopiCS Submit Surcherge Ststs&FacCS PubllnUOris F8C Staff BCIS Site Map Links Seerch Busines�� Product Approval Professionai � 4� �R:P�a,��s� �'.l..A�.�,�i ,l I.�� I�lI� ?roduct AAproval Menu>Product or Apolicat�on Sedreh>Aoolica�io„nLSt fiil�ie7 \ FL# �FL6964-R3 � Application Type ! Revision `\�(� Code Version � 2010 � 1� AppRcation Status Approved �' Comments � Archived Produd Manufacturer DBCI AddressJPhone/Emaii 4645 Timber Ridge Rd. Douylasvitle,GA 30135 (800)542-0501 Ext 3026 braya�dbcf.com Autho�ized Signature 8ray Alten braya�dbci.com ALL WORIt SFIALL CORIPLY W[TH��,L CODE ILrnG `,��ES,FLORIDA BUILD Technicai Representative Bray Allen �G AddressJPhone/Email 4645 Timber Ridge Rd. �N��TIO\Al.ELECTRIC CODE AND Douglasville,GA 30135 CIr�'�FZEPI�y�1LLS URnj��NCES (770)942-0501 Ext 3026 braya�dbci.com Quatity Assurance Representative ]oe Hurst Address/Phone/Email DBCI PO Box 1767 !'��• � � Douglesville,GA 30133 � �'s (��•r,.� / �»o)9az-osoi �.,�: ��Y �r- "_—�_� joeht$dbci.com �� / �;;�� x�M�N �'�{SL( �`; �- Category Exterior poors �e 5ubcategory Roll-Up Exterior poor Assembties --- ,�� < -.! Compdance Method Evaluation Report from a Florida Registered Archited or a Licensed Piorida Professional Engineer Evaluation Report-Hardcopy Received Ftorida Engineer or Architect Name who developed Joseph H.Dlxon,Jr. the Evaluation Report Florida License PE-7768 Quality Assurance Entity PFS Corporatlo� Quality Assure�ce Contract Expiratio�Date 12/31/2013 Vatidated By Gordon Thomas,P.E. Validation Checklist-Harcicopy Recelved Certiflcate of IndependenCe FL6964 R3 COI Rnanc�al Indeo 1OZ708.odf Referenced Standard and Year(of Standart7) � Y� ASTM E330 2002 DASMA 108 2002 Equivalence of Product SWndards Certiffed By http:/Iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtShGtEflHiixgk6QT9F 11oitPQwzD... 5/25/2012 F�orida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 02/22/2012 Date 1/alidated 02/23/2012 Date Pending FBC Approval 02/27/2012 Oate Approved 04/03R012 iSummary or vroduds ' � L�t MOtltl�Numbar or Name Dastription 6964.1 SeMes 690 New Mini Roll-u Door �IJmib ot U�a Install�tion Instrucdons : Approved tor t1s�in HVF12:No FL6964 R3 II 690-Instailation Instructlons.�df i Apptovetl tOt uta oul�ide NY11t:Yes FL6964 R3 II Ser�es 690 DWG 022112.pdf Impact Rasista�No Verified By:]oseph H.Dixon,Jr.FI_7768 Dasipn prassure: +85.5/-95.Q Created by Independent Third Party: No � �ther:Doors for various opening sizes are reted for Evatuation Reports various design wind loads(See the EvaluaGon Report.)The FL6964 R3 AE ER-07-0002-R2 0�2012 OOOS.odf � sted door was for a 10'-0"x 7'-0"opening and it was Created by Independent Third Party:Yes ested to+26.2/-32.9 psf design wind ioad.Doors are to ,be assembled as shown on the drawings D-300-130- 0001.01 Rev.3 and D-300-i30-0001.02 Rev.3.Doors are o be instal{ed in accordance with the instaliation �in5tructions.Not for use in HVNZ. � 6964.2 Series 700 Mini Roll-u Door Limits ot Use I�staHation Instructlons Appr'ovad for t�!in HVHZ:No FL6964 R3 II 700-Installation Instructions.pdf � Approved for use outsid�HVH2:Yes FL6964 R3 II Series 700 DWG 022112 0002.odf � Impsct Ralistan�No Verified By:)oseph H.Dixon,Jr.FI_776$ 1 D�sfyo Pressuro: +37.6/-45.6 Created by Indepe�dent Third Party: No ; Othar:Doors for vartous opening s�zes are rated for Evaiwtion R�ports ' arious design wind toads(See the Evaluation Report.)The FL6964 R3 AE ER-07-0002-R2 0�2012 0005� tested door was for a 7'-0"x 7'-0"opening and it was Created by Independent Third Party:Yes I.tested to+17.9/-21.7 psf design wind load.Doors are to be assembled as shown on the drawings D-300-150- 0003.01 Rev.3 and D-300-150-0003.02 Rev.3.Doors are �to be Installed in accordance with the installatlon instructlons.Not for use in HVHZ. i. - — ---- ---- --- - —----- ----- - -- -- -- — - - - -- -- -- - Back Next ntact Us :1940 NoRh Monrce Street.Tallahassee FL 32399 2hone:850-a87-1824 The State of Florlda Is an AA/EEO employx Cowricht 2007-2010 State of fbrida.::Vrivacv Sutement::AccasslbiliN Statement::$gfund Statement Under Florida taw,p-mall addresses are publk records.If you do not waM your e-mall eddress release0 in response to a publk-rernrds requesy do nbt send ,lattronic mail Co this enUty.Instnatl,wntact the office by phone or by tradKlonal mall,tf you have any questions regardfng DBPR's ADA web accessibl�tty, please conWa our Web Msster at webmas[er�dbnr.stata,jl.us. Product Appronl Aoe�b: � �� xcurih��.i i,;;�. .� vr.�S+yn http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtShGtEflHnxgk6QT9F 11of�PQwzD... 5/25/2012 � �IIi ° _ F W } F� � W Y ~_ �: N _I � � ue�ra� ., . � �A Q y ��W J �W C xx O � O �a y � � Fp�O dy'�=FW � �2s b � r-� ` W PI Z y \ '�., Q W t r,�u �. 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FAYETTEVILLE,NC 28301 (910)483-0479 Ext 241 dpotts�unioncorrugating.com � Authorized Signature Dan Potts �Q�'��'� dpotts�unioncorrugating.cg�rQ� �fl '�%� Technical Representative CfT�0��9 f1�'('��j , Address/Phone/Email '�Af�� r��,��j . � Quallty Assurance Representative Y��jl��'T�/'Ulj l�fT Address/phonelEmail ,j' �j �J � < Q�jj CC'��fl��' Category StrucNral Co oneij,fs ✓'r�'� �� C�' �,C Subcategory Roof Deck �' �- �r�G, J�'�� i�� ,r � !In '! Compliance Method Evaluation Report frori�i`• Io�Re�}s1tered Architect or a licensed Florida Professional Eng'fi� ,S„t— Evaluation Report-Ha y f� i � ��,��., _� Florida Engineer or Architect Name who developed Bala Sockalingam \ 1��'�� the Evaluation Report �� Florlda LiCense PE-62240 \ �/ QuaHty AssuranCe Entity Keystone Certifications,Inc. `F�" Quality Assurance ContraCt Expiration Date 12/31/2015 � Validated By Yoosef Wvi,P.E. � Validation Checktist-Hardcopy Receiveci CettifiCete Of IndepEndenCe FL9555 R2 COI CertificateInde�endence pdf Referenced Standard and Year(of Standard) � Year ASTM E1592 2001 FM 4470 1992 UL 580 lggq Equivatence of Product Standards CertiRed By Florida Ucensed Professional Engineer or Anhitect FL9555 R2 Equiv TestEquivalent 9555.odf Sectfons from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtvOROQkZA5RE8EOqzitJdl7tUlfp... 5/25/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 11R5/2011 Date Validated 12/01/2011 Date Pending FBC Approvaf 12/li/2011 Date Approved 01/31/2012 Sumtna of Producfs ;FL# Modd,Numbsr Or N71tn� pesCri 9555.1 5V Panel 29 ga.,24"wide,through Pastened pane►over wood sup rt5 �Limits oi(tse Installatfon Instructlons Approwd for u�e 1n HVHZ:No FL9555 R2 II D1805 3.odf i Approvqd for use outsida HVNZ:Yes Vertfied By:Bata Sockalingam PE:62240 � Impact Re�ista�N/A Created by Independent ThiM Party:Yes ! Desipn Pr'swro:+N/A/-70.25 Evaluatlon Reports ; Othbr;Uplift load of 70.25 psF CC8 Support spacing of 24" FL9555 R2 AE EvaluaUonRe�ortC1805 3.odf ;o.c. Created by Independent Third Aa :Yes �i 9555.2 MasterRib Panel 26 ga.,36"wide,through fastened panel over steei sup rts ' imils of Us� Insbliadort Lnstructions ' Approved fOr us�in HVHZ:No FL9555 R2 II D1805 4.odf � Approved for use outside HVMZ:Yes Verifled By: Bala Sockalingam PE 62240 i Impact Wsistant:N/A Created by Independent Third Party:Yes j Daslpn Prassure: +N/A/-47.15 @valwtio�Raports ', Othar:Uptift load of 47.15 psf f�support spacing of 60" FL9555 R2 AE EvaluationRe�ort.C1805 4.odf !o.c. Created b Inde endent Third Party:Yes ;9555.3 MasterRib Pane� 29 ga.,36"wlde,through fastened panel over steel sup rts Limi�of Use nstallation Instruet7ons ! Approwdlor nae ie HVtfZ:No FL9555 R2 II D1805 S.odf ' ' Approved for ui�autside HVH2:Yes Veriffed By: Bala Sockalinyam PE 62240 � Impact ReristaM:N/A Created by Independent Third Party:Yes ; DKiqn Pressures+45.35/-37,7 Ev��wtip�R�pprts Other:Oesign loed of 45.35&-37.7 psf at support FL9555 R2 AE EvaluationRe�ortC1805 S.qdf spacing Of 48"o,c. FL9555 R2 AE LSC1805 5 odf Created b Independent Third Party:Yes 555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood su rts Litnits of Use In�llstbn instrlrCtionr ! Approvad for use in HVNl':No FL9555 R2 II D1805 6.odf � i Approved for usa outsida HYHZ:Yes Verifled By: Bala SOCkalingam PE 62240 i 2mpact Rasistant:N/A Created by Independent Third Pa�ty:Yes Desipn Prassuro: +45.35/-36.2 Evaluatbn RepoKs � Othar:DCSign 108d of 45.35&-36.2 psf at Support FL9555 R2 AE EvaluationReoortC1805 6.odf SpeCing of 48"o.C. FL9555 R2 AE LSC1805 6 odf Created by Inde endent Third Party:Yes 9555.5 MasterRib Panel 29 ga.,36"wide,through fastened panel over nom, i"x 4" wood su rts I Umfts of Use Instaliatioo In�uctions Approved tor usa in HYH2:No FL9555 R2 II D1805 7.odf Approred tor use otrtside HVHZs Yes Verifled By:8aia Sockalingam PE 62240 In►paCt Rssisbn�N/A Created by Independent Third Paity:Yes � Desfpn Pre�wro:+N/A/-138.9 Evaivation Reptirb ; Olhet:Uplift load of 138.9 psf�support 5pacing of 24" FL9555 R2 AE Evaluat�onRe�ort�1805 7.odf '°•�• Created b Inde ndent Third Party:Yes �9555.6 PBR Pa�el �6 ga.,36"wfde,through fastened panei Over steel su rts 'Llmits ot U�e InslaNalion InstruCtJons ApprOtt�4 fOr Uf!IIn HVHY:NO FL9555 R2 II UL161 qdf ; Approved fqr uoe oabide NVMZ:Yes Verified By: Bala Sockalingam PE 62240 3mpact Resistsr�N/A Created by InCependent Third Party:Yes j Desiqn Proswro:+N/A/-52.5 Evaluation Reports Ckher:Uptlft load of 52.5 psf @ support spacing of FL9555 R2 AE EvaluationReoortC1805 8.odf 60.187"o.c. Created b Inde ndent Third Pa :Yes Back Next http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtvOROQkZA5RE8EOqzitfdl7tUlfp... 5/25/2012 ,.,-,. � �, � � rac��n'3rxwnri ' � � itoi-rl-�i qve a�wn � 1S OIpM N1fI0S!OL `Qi nva lev� �c �HV'd�� $ vnwu n.a � tauad QE23sa;sayQ au�svM � a� w. a i\ ��— i1 � („7 � � � � Q �— O �"' � � � z � z � � � Q � � � U C� � O z z - � � Cj � � � � W'— O Q..' � Z: � F-- X � � `— � X � � � � (L IQi j� F-- � - � � � w I � w i � � Z N U7 Z N � CL n- � �� (/) W �� U 4- F-- � '- d � r.; O 0 Y 0 d" = � � � � I I c�o ° � � W � � W L� } W � � O � � z � z � .� Z W v � � � � Q � -� � F-W-- � � � c�°� Z F- � �- ,� � Q J � � N w � � Q �' � � � � d �'-- � � � z � z W J � � 0 o z Q � � �_ � � w� w w.. � `?� �-? z z °° ci � � �'` O w �� O l� Q ~ � X o ta X o (n � Q � � a � M J_� `C� �_I � W� v-� w�t- �� o °\ d v� �- cn a rn EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA PRODUCT APPROVAL FL 955.5.2-R2 STRUCTURAL COMPONENTS ROOF DECK Prepared For: LJnion Corrugating Company P.O. Box 229 Fayetteville,NC 28302 Telephone: (910) 483-0479 Fax: (910)483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Gansing Ave.,Suite C Tutsa,OK 74106 Telephone: (9l8)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(2 Pages including cover) Installation Details(1 Page) \,`1`��/' `\��,50CKA(�jyc�i�i ``�� Q;.'��G e M a� � ,�; �*; .r � `�,� hIo 62240 - —,.�. �, _ Report No. C1805-4 =�'� �''�°' �= % �.�- sraT�oF �� Date: 11.25.2011 %r�'••. ,�`o��P R��`�' � �•�-. .,,,� . , ,�'�;,... : � ��._.�. .,�`r`\\� �� ` �� U,.2� .1l . FL 9555.2-R2 C 1805-4 11.25.2011 Page 2 of 2 Manufacturer: Union Carrugating Company Product Name: MasterRib Panel Panel Description: 36"wide coverage with 3/4" high ribs at 9"o.c. Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2 Design Uplift Pressure: 47.15 psf @ maximum support spacing of 60"o.c. (Factor of Safety=2) Support Attachment: #12-14 x 1" long SDS At end supports @ 3.5"-5.5"-3.5"o.c. across panel width At intermediate supports @ 9"o.c. across panel width Sidelap Attachment: '/4"-14 x 7/8" long SDS @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E 1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pnessure Difference' and FM 44�0 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1 S07.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using atlowable stress design. 'The m�imum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. 1'his product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc Project No.T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technoiogy Inc C 1583-2,Reporting Date 7/24/08 Florida Building Code Online Page 1 of 2 ��1�� :� BCIS Home Lny In User Repistrotbn Hot Topics Submi[Surcharge Stats&Facis Publkations f8C SWff BCIS Site Map unks Search Busines�, Product Approval Professiorial �-.,1�. USlR:PUbIkUSer Product 4pproval Menu>PfOCUQ Of AODIICdC100 S2dfCh>ADOIICdGOO LIST>A�IIICitbtl DBtall Fl# . FL14081-R1� Appllcation Type ' Revision Code Version 2010 � Appiication SWtus Pending FBC ApprOVal �, I Comments � _-�.._._.___ / � � Archived �-'� _.-- Product Manufacturer Fabral Address/Phone/Email 3449 Hempland Rd Lancaster,PA 17601 (717)291-5188 bcroucher�fabral.com Authorized Signature ]ames L.Buckner P.E.cCDCBUCK Engineering jimmy�cbuckinc.net Tethnicat Representative Address/Phone/Email QuaBty AssuranCe Representative Address/Phone/Emaii -�l �'A��ji`�� Category Structurat Components �.� `t_ Subcategory Roof Deck �fj��l'��1��(f J',S, ��'f`�fTf J�'U��1 Compliance Method Evaluation Report from a Florida R�e�l-� ,6J�a t�censed Florida Professional Engineer ff �l� '7,0 Evatuation Report-Hardcopy Recei��f�,��() t�`, '}�f� �l r�'�fj�'�f�j lll',,� Ftorida Engineer or Archited Name who developed James L.Bucktl� P'.�CBUCK,Inc. L o r�'�`��,f9l the Evaluation Report �� '�� G �i�r O� f�� Florida License PE-31242 �•.ay�t. y� �� t �.� f� Quality Assurance Entity Ul LLC �''��, '��a"'�� f J�� G Quality Assurance Contract Expiration Date 12/31/2016 ,'�'� *�� 4� Validated 8y Stevert M.Urich,PE��'�, y� Validadon Checklist� '�'ve.rj.- (�`,� �� / Certificate of Independence FL14o81 al COI Certoflndea.pdP t� �� / � Referenced Standard and Year(of Standard) � ~� Year UL1897 � 2004 UL 580 �� 2006 Equfvalence of Product Standards Certifled By Florida Licensed ProfesSfonai Engineer or ArChitect FL14081 Rl Eauiv Test Standard Eouiv.od- Sections from the Code http:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtGLR%2byCBy 1 JkBOBmhISzAPbS... 5/25/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Met�od 1 Option D Date Submitted 04/18/2012 DaGe Validated 04/20/2012 Date Pending FBC Approval Q4/30/2012 iSummary of Proidwcb - ' 'Fl# MOdel.NumbM OI'Nam� N ; 14081.1 "GRANDBEAM�° Lapped Roof Panel-Exposed Fastener Steel Roof Panel ' mechanfcall attached to steei urlins. ! mits of Use nstallaHOn Ir�structions ' ApprovAd for use in HVNt:No FL14081 R1 II 1 GrandbeamOnStee Purlins EVALREPORT.�df ' ; Approved tor usa ouWde MYMY:Yes Verffied 6y:]ames L.Buckrter,P,E.�CBUCK,Inc P.E.#31242 ; Impact il�estetaM:No Created by Independent Triircf Party:Yes i Ueslpn Pressura:+N/A/-67.5 valuatbn Rsport� � OtMlr:Refer Co Evaluation Report for Conditions and FL14081 R1 AE 1 GrandbeamOnSteelPurlms EVALREPORT.od i Limits of Use.Refer to manufacturer's instatlation Created by Independent Third Party:Yes �instructions as a wpptementai guide for attachment. Back Next Contact Us ???�North Monroe Streec.Te1Lha��R 323a9 Phon•;850-487-1824 The SWte OP Florida is an A/yEEO employer Coovrioht 2007-2010 State of Florida.::�ivatv 5 tement: Accessibllitv StatemeM:•Rvtund Statement Under Florida law,o-mail addresses are publk records,it you do not want your e-maii address released in rcsppme to a public-recoMs request,do r�send Nectronic m8i1 to ths eM.ity.instead,corrtact the office by pAone or by traditional ma1L(f you�ave any questions regardenq DBPR's ADA web ac�ibility, please conWCt pur Web Mester at webmasr.��her*atg,Fl,y�. Rrodutt Ayproval Aoca�: � �� vcuritc,�,i�;i�, Y��iS+tl� � http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtGLR%2byCBy 1 JkBOBmhISzAPbS... 5/25/2012 CBUCK �nqin��rin�c.� �}7PCIdlfi1.,� Sfiructural Enqir�erinq CBUCK,lnc.Certi�cate ojAuthorization#8064 Evaluation Report "GRANDBEAM�" Metai Roof Assembly ' Manufac#urer: Fabral, Inc. 3449 Hempland Road Lancaster, Pennsylvania 17601 (soo�ssa-a�sa for florida Product Approval # FL 14081.1 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1 - D Category: Structurat Components Sub-Category: Roof Deck Product: "GRANDBEAM" Roof Panel Materiai: Steei Support: Steel Purlins Prepared by: James L. Buckner, P.E., S.E.C.6. Florida Professional Engineer#31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 11-201-GB-S6P-ER Date: 4/16/12 � � ; Contents: � Evaluation Report pages 1—7 ��'�� `�`�-�'"' ames L. Buckner, P.E.,SECB Florida E tl 1242 CBUCK,Inc. � � � f Z- 1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927 Fax:(561)491-9928 Website:www.cbuckinc.net FL#: FL 14081.1 R1 � Date: 4/16/12 C�+�� EnqinPPrinq pagert No.:Zl�f 01-GB-S6P-ER Speciamy St�l�Ct'l.lfdl Enq�npprtnq CBUCK,lnc.Certificote of Authorization#8064 Manufacturer: Fabral,Inc. Product Name: "GRANDBEAM" Product Category: Structural Components Product Sub-Category Roof Deck Compliance Method: State Product Approval Rule 9N-3.005(2)(d) Product/System "GRANDBEAM"Roof Pane� Desc�iption: Lapped,Exposed Fasfener Steel Roof Panel mechanically attached to steei puriins. Product Assembly as Refer to Page 4 of this report for product assembly components/materiats & Eva(uated: standards: 1. Roof Panei 2. Fasteners Support: Type; Steel Purlins (Design of steel support and i#s attachment to support frarr�ing is outside the scope of this evaluati�n.) Description: • 14 Gauge minimum • Yield Strength: SO ksi minimum 5{ope: Minimum siope shaJl be in accordance with manufacturer's recammendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: -6T.5 PSF FL#: FL 14081.1 RI Date: 4/16/12 C�+�`� Enqin��rtnq Pag rt No.�3 of 01-GB-S6P-ER SpPCidi tl,� Strucfiural Enqinper�nq cBUCK,lnc.Certlfrcate of Authorizdtion#8064 Performance Standards: The product described herein has demonstrated compliance with: • U1580-06 — Test for Uplift Resistance of Roof Assemb�tes--with Revisions through February 1998 � UL 1897-04—Uplift test for roof covering systems Standards Equivalency; The UL 580-94, UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 58Q-06, UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010,Section 1504.3.2. Evaivat�on Repart This product evaluation is fimited to compfience with the structural requirements Stope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001. limitations and . Diaphragm and axial load capacity is outside the scope of thls evaluation. Conditions of Use: . Scoae of"Limitations and Conditions of Use"for this eva,�uation• This evaluation report for "Optlonal Statewide Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditio�s of Use" throughaut the report in accordance with Rute 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority ta approve products under"Optional Statewide Approvaf". • Option for aqRiication outside"Limitations and Conditions of Use" Rule 9N-3.005(1)(e)aAows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building C�mmission is outside the scope of this evaluation and wilt be the responsibility of o#hers. � Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-3, anc� is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section.(Dade&Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance witM the Florida Building Code and Rule 9N-3.0005 (3) far manufacturing under a quality assurance program audited by an approved quality assurance entity through Ut,LLC (FBC Organization ID#QUA 9625). FL#: Ft 14081.1 R1 Date: 4/16/12 C�+�`� �nqinP�rinq pagert No.:�l�f 01-GB-S6P-ER Sppcic�ity Sfiructural EnqinePrfnq CBUCK,Inc.Certijtcate of Authortzation#8064 Components/Materials: Roof Panei: "GRANDBEAM" Material: Steel Thickness: 26 gauge min. Panel Width: 36"(max.)Coverage Rib Height: 7/g" Yieid Strength: 40 ksi min. Corrosion Resistance: In compiiance with FBC Section 1507.4.3 Fastener:(Panel to Support&Side laps) Type: Hex-Head Self-drilling Screw w/WSW Size : #12 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per SAE 178-1979 Installation: Instaltation Method: (Refer to`TABLE A"below and drawings on Pages b-8 of this report.} • Purlin Spacing: Refer to"TABLE A"Be1ow ■ Fastener Spacing: 9"o.c. • One (1)fastener(at each purlin intersection) � Side lap Spacing: 12"o.c. (along the length of the end laps and within 3"from each end) ■ Rib Interlock: lapped ■ Minimum fastener penetration thru bottom af support,3/4". (through flange of steel purlins) TABLE"A" METHOD 1: Design Pressure: -67.5 PSF Fastener Spacing: 9�� Max.Support Spacing: 48" Side Lap Spacing; 12�� Span Condition: 3 or more Install the"GRANDBEAM"roof panel assembly in compliance with the instatlation method listed in this report and applicable code sections of FBC 2010. The instalfation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation �nstructions as a supplemental guide for attachment. FL#: FL 14081.1 R1 � ' Date: 4/16/12 C��`� �nqin�Princ� Pa$ert No.�5 of 01-GB-56P-ER Speciaifiy Sfirucfiurai EI"IQif'lPPfff1Q CBUCK,►nc.Certifcate of Authorization#8064 Referenced Oata: 1. UL580-94/UL1897-98 Uplift Test Architecturai Testing,Inc.(fBC Organization ID#TST 1558) Report#70328.01-109-44 Date: 2/06/07 2. Equivalency of Test Standard Certification ByJames L.Buckner,P.E. @ CBUCK Engineering(FBC Organization#ANE 1916) 3. Quality Assurance UL,LLC (�BC Organization iD#QUA 9625) 4. Certification of Independence By lames L. Buckner,P.E. @ CBUCK Engineering {FBC O�ganization#ANE 1916) FL#: FL 14081.1 R1 ' ' Date: 4/16/12 C�� nqin��rinc� pagp�No.�6 of 01-GB-S6P-ER Sppctalty Strucfiurai EnqtnPerinq CBt1CK,lnc.Certi�core of Aurhorizarlon#8064 Installation Method Fabral, Inc. "GRANDBEAM" Stee1 Roof Panei attached to Steel Purlins Drawin¢s 36"Coverage 7l8" I �-..r--9" � ___!� Typicai Panel Profile 9„ c�eam Panel #12 x 1"MVIM Screw #12 x 1"F11NH SCrew 1r o.a�ang side laps Steel Purlin Roof Assembly Profile Typiwl Fastening Pattern along Supports FL#: FL 14081.1 R1 � ' Oate: 4/16/12 C��`� Enqin�Prinq Pag�rt No.:�of�i-GB-S6P-ER Sppctalty Strucfiural EnqinppMnq CBUCK,fnc.Certificote of Authorization#8064 tnstallation Method Fabral, inc. "GRANDBEAM" Steel Roof Panei attached to Steel Purlins {3randbeam Panel Sidelap: #12 x 1"HWH Screw . 9" �� 48"Ma�c. #12 x 1" � ��Purlin HWH Scre�w Typtcai Roof Asserr�bly Isometric View TABLE uA" METHOD!: Design Pressure; -67.5 PSF Fastener Spacing: 9�� Max.Support Spacing: 48" 5ide Lap Spacing: 12" Span Condition: 3 or more Fiorida Building Code Oniine Page 1 of 2 ;,;. ,.t; �r�3�'��:,:��' � BCIS Home log In User Reqistration Hot Topla Submit Surcharge SWts a FacLS Vublicatfons FBC SWff C�CIS Sfte Map Links Search Busines�. , Professidnal �� °"'��'�"a' Product A�� ro oval Menu>Product or AoDlication Search>A liw Li t>App11COqOn O�il� FL# /�� F1i123g-R1_��-\\ Appiication Type � Revisfon \ � Code Version 2010 � � )y,� Application SWtus ( Pendtng FSC Approvai ✓ Comments � � �l Archived � ,-/ �i.� � Product Manufacturer �'-----falram A"rnehcas,Inc. Address/Phone/Email Arcadia West industriai Park 9735 Commerce Circle Kutztown,PA 19530 (610)285-9918 Mark.Weaver�pairam.com Authorized Signature Mark Weaver Mark.Weaver(�palram.com rj�T I;Q ` %`,�'f Technical Representative � ��9�� '��,sr> Address/Phone/Email �1��l(;�,(.7F��-,�1?A Yf Quallty Assurance Representative �2��O��L y'S.Fl� lY�f Address/Phone/Emall ��/>�jl�l��,f��l j�f��LZ bcat 9ory Roof per�Components ��f��('r ,�,C� rs Complfance Method Evaluadon Report from a FloHd�Rggi`�.Architect or a Licensed Florida Professional Engineer,� �T� �vO Evaluation Repert-Hard"c-o¢y�eceQ�. ��, 'Y/�� t>� �'` Flarfda Engineer or Architect Name who developed Terrence E.Wolfe '� �� Ft n'da Lice se��rt PE-4492 �`��1��V y��r� // < \\ \� Quatity Assurance Entity Architec ural Testing,Inc. �'� ri� \/� QuaNty Assurance Contract Expiration Date 12/31/2014 \ Validated B �� Y Vladimir Knezevich ,�_ Validation Checklist-Hardcopy Receivecl � . Certiflcate of Independence FL11238 R1 COI Letter of Certification df Referenced Standard and Year(of Standard) Equivalence of Procfuct Standards CerUfied By Approved TeSting Lab FL11238 R1 Equiv Letter of Eauivalencv-F,STM D 635 and ASTM E 84.odf Sections from the Code 1504.7 1714.2 2606 2609 http:!/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtF)qs6WGOndNHYqBBxvzK�;Ti7K8Q... 5/25/2012 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 03/26/2012 Date Validated 04/13/2012 Date Pending FBC Approval 04J18/2012 iSummary of Praducts FL A� Model,Number or Nama Descri n I 11238.1 SunSky 12" 1.0 mm PoI rbonate Li ht Transmfttin ROOF Panel mits of 11se nstalistioa Instructions � ApprOVad tOr use iq HYH2:No FL11238 R1 II Sunskv 12 in 1.0 mm Polv. Liqht � APprovad for usa ou�tsida NVHZ:Yes ransmittina Roof Panel detail.odf ; Impsct R.sistan�N/A VeriNed By:Terrence E.Wolfe,P.�.44923 j Dasip�Presfuro:+35.OPSF/-27.5PSF Created by Independent Third Party:Yes Other:-27.5 psf�5'-0"o.c.faSEener spacing.+35.0 psf Evaluation Raports ��5'-0"o.c.fastener spacing.Instali per manufacturers FLi 1238 R1 AE 1.0 mm Sunskv Roof Panel.odf �detafls.Not for use in HVHZ Zones.See Evaluation repoR Created by independent Third Party:Yes �fvr limit8ttans. � 11238.2 SunS 12" i.5 mm Po carUonate l'e ht Transmittin Roof Panel tlmits of Use nsqllsUon I�uclions i Approved for use in NYft2:No FLi1238 Rl II Sunskv 12 in. 1.S mm Polv.�iqht ! ApprovAd tor usY cutslM HVHZ:Yes ransmittin Roof detail. df Impact Rasista�:N/A Verified By:Terrence E.Wolfe,P.E.44923 � Decl�Pros�uro: +SO.OPSF/-45.OPSF Created by Independent ThirA Party:Yes Other:-45.0 psf�5'-0"o.c.fastener spacing.+50.0 psf Evalusdon Reports �5'-0"o.c.fastener spacing.Instail per manufacturers FL11238 R1 AE 1.5 mm Sunskv Roof Panel.odf �details.Not for use in HVHZ Zone5.See Evaluation report Created by Indepertdent Third Party:Yes for fimitatfons. Back Next Contact Us: 1�Narth Mon�ne Streer Taw �2�9 ehone;950-487-1824 The State of floride is an AA/EEO employer.CoovrlaM 2007-2010 Stata of florida. pAvacv S�tement::4,�4�j�p�p�;;g�und Ststament Under Florida Ww,rmail addrossas qre puWic records.if you do not waM your e-mail address relmse0 In response to a pubik-rcmrds request,do iat send elec[�nic mail to thfs entity.tnstead,contact the off+ce by phone or by tradttio�al mail.It ypu have any quesdons roqardl�DBPR's ADA web accesalbtlfry, plesse wMact our Web Masoer at w�mastar�d6or_shte.fl.�_. PMdutt A�1►Orei AOMpq: �� .�ruritc,�� i r. ve,�5yyn � http:l/www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqs6WGOndNHYqB8xvzKg,Ti7K8Q... 5l2S/2012 SUNSKY 12" POLYCARBONATE PANEL FASt�NER IQCATIONS �/4" » �• caoM►��r �• 5• �� 5� �� 5� O t'-3`. 2,_s. BEiWEEN SUPPORT5 �12—ta X 1 1/4" HWH w/ 1 1/8' OVERSIZE 80NOE0 WASHER �� 'i1�a�o�e�� ,��w`G� � r +J� ,�� :��o��•��j�J, •'4'�;" �C E�►S�'.�t�:� 4�l/. � � w ► � � ; ._ No.44923 • s � � w w • + • E � � : � � • � • ' • . , • .. .�D,c�•;��0 R�o G��'�. � �••...•• � `�• '• �ONAI.� .•' ��iA�!��1��, MAR �6 �012 Stock Profiles pjy,�j,�,�� Basic Dimenslons and Proble illustrations � w•Necco+eny.wacn Sun5ky72" ��• �r-+ � t ��. � 84MorFlOr4y �N�t��1i � •+`'C1GE F �',t.r�i � ,,��•"��`'•'YQ��i . ♦ � �C NS . � ,s . : • �, • �T: .F,. : F �� ` : No.44923 . �*" - � - � • ' w w p � �7 '- . w �1� •tV� . •. ,� .;� . '�.��;•��R 14•"G��.��• ••...• . S ONALE . ''., / t� �• '��.,��na•• MAR �s �a�� .Florida Building Code Online Page 2 of 3 Date Approved 03/26/2012 Summary of Products - i F{.# � NpO1�K p1 NaM! 4904.1 Wood-edge Steel Side-Hinged Door 6'-B"Opaque I/S and O/S Singie qoor Units umr�ts or use ra8c,seion l�yency certtncata Approved tor usa In HVH2:Yes FL4904 RS C CAC NI006110.OS.odf Approved for use oublde NYHZ;Yes QuaUty Assuranoa Cont►aCt Expiration Dsto Impact Rasistairt:Yes i2/31/2014 � Dasiqn Prassurr. +76.0/-76.0 Intttallation Inrtructions Other:Evaluated for use in locatlons adhering to the FL4904 RS II FL0128.odf Fiorida Building Code includfng the High Velocity Hurricane Verified By: National Accreditation&Management Zone,and where pressure requirements as determfnetl by Inst+tute, ASCE 7,Minimum DeSign Loads for Buildings and Other Created by Independent Thlyd Party: Structures,dces not exceed the design pressures listed.3'- Fvaluatlon Reporta 0"x 6'-8"max nominai 5ize.When ierge mis5ile impact FL4904 RS AE 504A odf � resistance is requtred,hurricsne p�OtecGve system is NOT Created by Independent Third Party:Yes uired.See OWG-MA-FL0128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units �umits or u.e rttncatlon M�enevi certitieat� Approved for use in MVNZ:Yes FL4904 RS C CAC NI006110.02.�df Approved for use outsfde HVHZ:Yes Quality Assursnae CoMr�ct Expiratbn Date Impact Resistant;Yes 12/31/2014 Dasiyn Preraurw:+70.0l-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 RS II FL0129 odf Florida Bullding Code including the High VeloGty Hurrfcane VeHfied By:National Accreditadon&Management � Zone,and where pressure requirements as determined by Institute, ASCE 7,Mfnimum Desfgn loads for BuNdings and Other Created by Independent Thlyd Party: Structures,does not exceed the d�sign pressures tisted.3'- Evsluatbn Rsports !0"x S'-0"max nominal size.When targe missile lmpact FL4904 RS AE 503A.odf I resistance is required,hurricane protective system is NOT Created by independent Third Party:Yes ',required.See DWG-MA-f'�0129-OS fqr details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8°Opaque I/5 and O/S Door w/or w/o Sidelites UMtS ,�imits d Uw CeKifieation A�sncf►Cartlecabe �� Approwd for use in HVHi:Yes FL4904 RS C CAC NI006110.01.pdf Approvad for usa oudtde MVHZ:Yes ualily Assurance Cb�rsct Expiration pate Impact Re�istant:Yes 12/31/2014 � Dasiyn Rrepqrm: +55.0/-55.0 Installadon Instrucdonc Other:Evaluated for use in locations adhering to the FL4904 RS II FL0128 odf �Florida Buflding Code irtcluCing the High VeloCity Hurricane VeriFled By: National Accreditation 8�Management 'Zone,and where pressure requirements as determined by Institute, ASCE 7,Mfnfmum Desi9n Loads for Buildings and Other Created by Independent Third Par.ty: 'Struaures,dces not exceed the design pressures listed. vslwlion Raports 12'-0"x 6'-8"max nominal sfze.When large missHe impact FL4904 RS AE 502A pdf ;resistance is required,hurricane protective system is NOT Created by Independent Third Part.y:Yes ;required on opaque panels,but is required on glazed panels.See DWG-MA-FL0128-05 for detalls. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0°Opaque I/S Door w/or w/o SNdelites Units Limib of Usa rtlf9cation Apen�y Oertificate ' Approved for use in NVHZ:Yes F�4904 RS C CAC NI006110.02.�df i Approved for uss oubide NVNZ:Yes �y��o�D� Ym��Y� 12/31/2014 I De�Ipn Prassure: +45.0/-50.0 Insqllation Inatruetions Othar:Eva4uated for use in locations adhering to the F�4904 RS II FL0129 odf �Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management ;Zone,and where pressure requirements as determined by Insdtute, ASCE 7,Minimum Desig�l Loads for Buildings and Other Created by Tndependent Third Party: Structures,does not exceed the design pressures listed. Evalwtion Raports 12'-0"x S'-0"max nominal size.When large missile impact FL4904 RS AE SO1A odf resistance is required,hurricane protective system is NOT Created by Independent Third Party:Yes ;re4uired on opaque panels,but is requ[red on glazed panels.See DWG-MA-FL0129-05 for detafls. 904.5 Wood-edge 5teel SidE-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units ;timits of t/ae Certificatlon�WsneY Certiflcalo A��'�i�N�Z�Y� FL4904 RS C CAC NI006110 02 odf '; Approved for usa oueslds HVHZ:Yes uality Assuranoe CoMtract Expiration Date Impaet R�sfstant;Yes i2/31/2014 Dasipn Prassuro:+50.0l-45.0 I��n=��o�s Othsr:Evaivated for use in locaqons adhering to the FL4904 RS II FL0129 odf Florida Bullding Code inciuding the High Velocity Hurricane Verified By: Nationat Accreditation.&Management one,and where pressure requirements as determined by nstitute, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqteluIwHNbblSciO%2baWqL,uXJfdL... 5/25/2012 NOISIA321 n S310N 7YN.7k39 i A8 ° ' �� SMS N19N31 M321�S 39NIH 80 Z l 3N o �n 3 N "� 58109 �l 'O�b'aIH� 1S3M ��a ao �avd �s �VdS 3 ov � � :� �� s �I . 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QW=�20 �-�QO�UN =Z�? Q� Z Q QN.i4.mF-�NJ .�I�mUQIn.- I-Qp� S'1- �L Q .- N M d � . ,:- T'el.. Hanson & ��c��iatesg ��co - ------ ----� �c�n��Enr� �r�a�� iUiy �i,ao�i � ! � Building Uffic;ials Officc ' Various Municipalities in f�lorida iR�: Exterior poor Substitutivn , 1 Ucar Inspcctor: � II shall bc permissiblc to instali a RB Rcliabilt Door, FL product approval number 4904- I R4 in lieu of the entry door shown on drawings f'or insiallation on these metal buildings. "1'he attachment serews shall have the diameter and be located in accordance with ihe manufacturer's instructions; hc�wever thc length must be adequate ta penetrate the steel tubin�frame ofthe structure. , '1'his product�iill meet or eYCeed the requirements for the specified wind loads. � � Please consider this Ictter as parc af the required construction documcnts for this project. � If'you necd an}�additional inforniation,please contact me. ! � , Sincerely, , ' l � ,cSM-� ------°' � Thomas . aason. P� �L Reg. 38G54 �I Copy: Metal Structures, LI,C ' � ; ; � I I ! l -- - ---- " ,, �30>; �i728 • Dade C:ty, �L 33526 � ;352) 52�-584� =� Florida Building Code Online Page 1 of 6 , . ; �� _ �� °�".w BCIS Home Log In User Rcqistration Mot Topics Submtt Surcharye Stats&FactS Vubltcatlons FBC SWff BCIS Stte Map L1nks Search Busines�� Professionai �P��Proval USlR:Pudic User Product Appfoval Menu>PrOduct or AoUhwtion Search>A (pn p� FL# Fl.. 5279 ��.� _-��', App4ication Type New Code Versfon 2010 �`� Application Status Approved *Approved by DCA.Approvals by DCA shall b reviewed and ratified by the POC and/or the Commission if neceaaary. Comments Archived —"� Product Manufacturer Clopay Building Products Company Address/Phone/fmail 8585 Duke Blvd. Mason,OH 45040 (513)?70-6062 , mwesterfield�clopay.com'�'j 1'�.J,� �/�1�� Authorized Signature Scott HamHWn '�(%L1`T�,'<!!�(f`%1,1� shamilton�clopay.cQ , r � �/j� ''�'<{'r., - ;_�j' �(1 (�F� �r�J;�., 1)Lr,� 1�A1, Technica!Representative ��''lj, y��'r' ��CJ } �tIJ' Address/Phone/Email 'f`;�l�ll��CI�,Y�Ul�L Quality Assurance RepresenWtive �J ��F f�✓G Address/Phone/Emall 'Z��i I�r��t�'�s�� r'l, �' � ` �- ?,L ��l j, Category E�erior ��1` Subcategory Sectionai Ex Doo'�9��embif�s �.1'�, �cp� \, / Compliance Method Certiflcation Mark or V's i �^'� �/< / 'V ,�j �,c�� Certification Agency Intertek Testing Services NA Inc.`�L/Wa?"nock y Vatldated By Gary Pfuehler \ �--� Validation Checklist-Hardcopy Recefve� ReFerenced Standard and Year(of Standard) �� ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 asrM eisss Zoo2 ASTM E1996 zoo2 ASTM E330 2002 Equivalence of Product Standards ��p�BY Florida Ucensed Professlanal Engineer or Architect FL15279 RO Eauiv 20120306-FBC- DASMA ll5 eauiv.odf Produd Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZ1QRAbbASBZ�d915z6... 5l29/2022 Florida Building Code Online Page 2 of 6 Date Submitted 03/02/2012 Date Validated 03/12/2012 Date Pending FBC Approval Date Approved 03/14/2012 iSummary ot Produds � Go to Page � 1� 0 Page 1/71� � � �FL# Modal Numbelr or Nanw 15279.i 001 W3-09 DSFE-3A171:2050, Double-skln Insulated EPS(exterior skin 27 ga.min.; 2051,2053,4050,4051,4053,62, interior skin 29 ga.min.)Single-Car(up to 9'0"wide) i 64,65,62G,62LG,64G,SDP38, WINDCODEB W3 Garage Door SFL38,SRP38, 134,135, 136, 6130,6131,6133 i um�s a us. cerntr��►oa�c•rcn�caa i ApprOVed for use in HVHI:No FL15279 RO C CAC Letter with oroof of contract and i Approved f'Or'use outside MVHZ:Yes oroof of insoection.odf j ImpiCtResistlln�NjA FL15279 RO C CAC W3 Listinq Intertek.odf � i Dasipn Prrsure:+20 PSF/-20 PSF slity Assuranoe Coniratt Expiratfon Date i Other:The OPTIONAL giazing avaliable for this product OS/22/2028 '�meets the wind load requirements of the builcfing code but rKtallatio�InstruCtlons ��OES NOT meet the impact resistant requiremertt for FL15279 RO II 101655-Rev12.p�Jf i indborne debris regfons.The product without glazing Yerifled 8y: Intertek Testing Services NA Inc.- DOES comply wlth the impact resistant requirement for ETL/Wamock Hersey windbome debris regions(ref 1609.1.4 FBC). Created by Independent Tliird Party: Ev�luation Reports Created by Inde endent Third Pa : i 15279.2 002 W3-09 DSIE-1A471:GDiSP, Galiery/Artistry/Expressions:Double-skin Insuiated GR1SP,GD1LP,GRiLP,ARiSP, (exterior skin 27 ga.min.; interior skin 27 ga.min.) ARiLP,EDSSA,EDiLP Sin le•Car u to 9'0"wtde)WINDCODE�W3 Gara e Door �Umib of Usa rliflealion 110e�r G�tMieafi� i Approved for usa ir1 HVHZ:No FL15279 RO C CAC Letter with proof of contract and � Approved for usf oulsiAe HVHZ:Yes roof of ins ection. df I ItnpaCtRasiftaM:N/A FL15279 RO C CAC W3 Listinq Intertek.Ddf I, D�cipn Prassur4:+20 PSFI-21 PSF wfil�r Mwr#nce Contract Expiratfoa�atm Otf�er:The OPIIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the buNding code but nstaliation Iestruetions �DOES NOT meet the impact re5istant reQuirement for FL15279 RO II 103952-RevOl.odf :wincibome de6ris regiorts.The produd without glazi�g Verlfied By: Intertek Testfng Services NA Inc.- �OES comply with the impact resistant requirement for ETUWamock Hersey � tndborne debris regfons(ref 1609.1.4 FBC). Created by Independent Third Party: � Evalttatlotl Reports Created b Inde ndent Third Party: i 15279.3 003 W3-09 DSIU-1A171:9130, Double-skin Insulateti pUR(exterior skin 27 ga.min.; 9132,9133,HDP13,FfDPF13, interfor skin 27 ga.min.)Single-Car(up to 9'0"wide) MDPL13,7130,7131,7133,8130, WFNDCODE�W3 Garage Door � 8131,8133 i timits of U� GrtMcatlon Apenry CertfffcaM � Approved for us�in NVHZ:No FL15279 RO C CAC Letter with uroof of contract and , Approvld for use ouWlde HVNZ:Yes proof oP insDection.pdf � ImpiClR�lita�tt:N/A FL15279 RO C CAC W3 Listfna Intertek.�df � DN7yo Pr�ssure:+20 PSF/-20 PSF Ifty AssuraMae Contract Expiration DaEe ; Other.The OPTIONAL glazing available for this producC 05/21/2028 �meets the wind Foad requirements of the buildinq code but Installation InstruCtions ��OES NOT meet the impact resistant requlrement for FL15279 RO II 104175-RevOl.p�jf � Indbome debris reglons.The product without glazing Verified By:Intertek Testing Services NA Inc. - i rOES comply with the impact resistant requirement for E!'i./Wamock Hersey �windborne debris regions(ref 1609.1.4 FBC). Created by Independent Third Paity: ' Evaluadon Rpab � Created b Inde ndent Third Pai : � 15279.4 004 W3-16 DSIE-1Ai71:2050, Doubte-skin Insulated EPS(exterinr skin 27 ga.min.; 2051,2053,4050,4051,4053,62, ittte�or skln 29 ga.min.)Double-(:ar(9'2"to 16'0"wide) ' 64,65,62G,62LG,64G,SDP38, WINDCODE�W3 Garage Door SFL38,SRP38, 134, 135,136, 6130,6131 6133 � 'mits of Use CarNHcation Aqaeey Grtiffeade I ApprovW fbr use in HVML•No FL15279 RO C CAC Letter with oroof of contract and ! Approved Ibr use oubide HYNZ:Yes proof of insoection.odf � ImpaCt ilulstetrt:N/A FL15279 RO C CAC W3 Listinq Intertek.�df pesiprl Pressura: +20 PSF/-21 PSF aliqr As�uranae Contratt lhcpfration Date ( Other:The OPTIONAL glazing available Por this product U5/21/2028 meets the wind load requlrements of the bu{Iding code but Installation I�tructions �OES NOT meet the impact resistant requirement for FL15279 RO II 101820-Rev13.o��f , )ndbome debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.- http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv3yWI�.TZ1QRAbbA5BZk1915zb... 5/29/2012 U ' ` �� ' a � � �� ? �� 4 m . � � � � � � � ��_�. � � � � �� .�� X �: m � R s ;, � � � �� .aH� �� ? � � �� . �� o � � �� •�( � { a !�� a g �� i � � b� ! 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