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HomeMy WebLinkAbout09-9047 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9047 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit # :9047 Issued: 5/12/2009 Address: 37136 NEUKOM AVE LT 302 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 36,943.24 Total Fees: 357.50 Subdivision: GRAND HORIZONS Amount Paid: 357.50 Date Paid: 5/12/2009 Parcel Number: 34- 25 -21- 0180 - 00000 -3020 LZ11:17,77 11;7 Name: B & H CONSTRUCTION OF CENTRAL FL. Name: NICHOL, VERNON Addr: 4025 MORRIS BRIDGE RD Address: 4907 BLANCO DR TAMPA FL 33543 ZEPHYRHILLS, FL. 33541 Phone: (813)782 -1064 Lic: Phone: (813)788 -3868 Work Desc: INSTALLATION CARPORT 14X38 & GARAGE 18X30 BUILDING FEE 322.50 ELECTRICAL FEE 35.00 J-0/A: 0-' FOOTER FINAL SLAB RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." C ONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ` 813 - 780 -0020 City of Zephyrhills Permit Application Fax -813 - 780 -0021 r ! r .k Bui Department \'7 D / l r Date Received � Q� - � 1 � � I �� �� 0 Phone Contact for Permi ttin { � � L/ �� . i r' P Owner's Name Enon 4 h0 / Owner Phone Number Owner's Address 1 Y907 — 3 /Ayer V r C tell yrk 115 Owner Phone Number 1 Fee Simple Titleholder Name' (ff Owner Phone Number 1 Fee Simple Titleholder Address JOB ADDRESS 3713 14 eu.KoM 4uti_ LOT# 130a SUBDIVISION arttAtt H'orizon PARCEL ID1b1 aS-at'OIS1 —61000 • 30 .O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED M NEW CONSTR I I ADD /ALT n SIGN Q MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR n COMM Q OTHER TYPE OF CONSTRUCTION BLOCK O FRAME Q STEEL Q OTHE�2 1 DESCRIPTION OF WORK 6 ACa Cr,t+ Qu-�o 11-4 104 'E St t t z . �ii HEIGHT 1 BUILDING SIZE 104 *St Gt4 SD FOOTAGE t r -p.r BUILDING $ 34q4.3. a4 VALUATION OF TOTAL CONSTRUCTION 7 ELECTRICAL $ AMP SERVICE O PROGRESS ENERGY R.E.C. PLUMBING $ 1 Ivre., i ,,.. , j ,.. , n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I GAS Q ROOFING SPECIALTY Q OTHER 011e FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA [1YES ONO - F,'C. - `� r LL q l" �y," �1 /� l 1 �" I ftC- BUILDER V COMPANY 11 60/1S'ryeswA el l 7rR1 ` ` SIGNATURE 45 • JJ REGISTERED I Y/ N I FEE CURRE /�05D. � Y/ N I Address - le Z 3 tense # I l �l 77 O f c ELECTRICIAN � 1 COMPANY 1 k� . ` R T-L%. e2.7 1 V / _ / ' SIGNATURE a " � . �� __ , . IP REGISTERED Y l FEE CUR T 1 Y / N I Address License 14 'Et.13001 la1 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N 1 Address 1 Ucense # I MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I Y/ N I Address 1 License # 1 OTHER COMPANY SIGNATURE REGISTERED 1 Y / N 1 FEE CURRENT 1 Y / N 1 Address 1 I Ucense # RESIDENTIAL Attach (2) Plot 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 & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building 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, 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 $2500, a Notice of Commencement is required. (A/C upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /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 with 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 IMPACT /UTILITIES 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 713, 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'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all 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 govemment 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, Wetland Areas and Environmentally 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. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency - Asbestos abatement. Federal Aviation Authority- 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 Flood 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 professional 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 Official for a period not to exceed ninety (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 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. FLORIDA JURAT (F.S. 117.03) C? OWNER OR AGENT CONTRACTOR 10 1 /O e d ) /4-4" Subsolq�t and s�'�9m to o rmed before me this Subscribe ands to d afore me this V - /3 "O by atC z __ V13 - D1 by q C >��O Who is /are personally knbl� to me or has/have produced Who is /are personally knddn to me or has/have produced as identifiication as identification. � 1 /�_ y^� -i V''v Notary Public '-C._ �—+ � Notary Public Commission No. Commission No. Name of Notary typed, pnnted or stamped Name of Notary typed, pnnted or stamped P, Notay Public State of F.. , .~r Notary Public State or rk. � r Bruce A Asbel ' ''e' Br! n A Asbel Zr My C r r ssion DD5 > o My FSion DD5 813 -780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department Date Received ' b-/.1- '" ( Phone Contact for Permitting – Owner's Name , Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I I SIGN I MOVE h DEMOLISH INSTALL REPAIR PROPOSED USE I SFR 1 1 COMM I I OTHER TYPE OF CONSTRUCTION I 1 BLOCK I 1 FRAME n STEEL I' I OTHER I I DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT I I BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 1 I PROGRESS ENERGY n W.R.E.C. j� 1 PLUMBING $ /` r I I MECHANICAL $ VALUATION OF MECHA CAL INSTALLATJON I GAS I I ROOFING I I SPECIALTY 11 THER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA BUILDER COMPANY SIGNATURE REGISTERED I, Y/ N 1 FEE CURRENT I Y/ N I Lic- -e # / Address 4 i:.....-■ / _ _ . i � ly,l I- ,• - , -, ,�i 1 E COMPANY ,, ` NGNATURE CTRICIAN "" '' REGIST R 9 1 / N I FEE CURRENT I Y/ N 1 6 ir i, MWIsAI��� op 1 � v Address �, _ __ _ / License# I ii--P©az1 l PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address I License # (— MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address License # OTHER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address License # RESIDENTIAL Attach (2) Plot 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 & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building 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, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 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 $2500, a Notice of Commencement is required. (A/C upgrades over $5000) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /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 with 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 IMPACT /UTILITIES 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 713, 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'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all 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, Wetland Areas and Environmentally 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. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- 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 Flood 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 professional 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 Tots 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 Official for a period not to exceed ninety (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 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. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by b y Who is /are personally known to me or has/have produced Who is /are personally known to me or has /have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped j aAi-e. 12 71-e4 /3/-itetise Qt 1 4,/ 13-,,27 gOr7 ,teit c c/5 -re/7pt. • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS E Qon9omeowner: 6 ( Date Received: / – 0 Site: .6 G��.rr Gee ' Permit Type: Approved w /no comments: ❑ Approved w /the below comments: 7Z Denied w /the below comments: El 0 IH( POr re Wia rk Ps Reg vit' d 4 / - n . ` ,/.20.,:trx 21 On i4 4s-ge ito, RP&zi - l , i . ft6, ;al, , , t, This comment sheets kept with the permit and/or plans. 4 /.9 - - Built ' Official ate Contractor and/or Homeowner (Required when comments are present) 1 11 1111 11111 1 1111 1 1111 11111 1 1111 11111 11111 11111 11(11 1111 11 11 NOTICE OF COMMENCEMENT 2009061681 Rcpt:1241409 Rec: 10.00 Pennit No. DS : 0.00 IT : 0.00 Tax Folio No. 34- a'S- 41 - 0l$D - OD000 - 3o O 05/05/09 Dpty Clerk THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 6ra.nd Viet- zo Y%3 = Pho.s>✓ F i'84t'Pet0 .3 1 .Description of property (legal description): 1.01 30a 0 R 8004 "P& 1.02 a) Street (job) Address: 31 lau e Ner.% Au'e., meehl Y'�4►►`S F1 3354 I 2.General description of improvements: C.SA raj c r"c r,, -+- Cp }y... thp�uxtetk 3.Owner Information a) Name and address: Vernon N t ID 1 440113 ta.neD r. Zetl∎y r s, FI 3354 I b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 4.Contractor Information ' b 41 00INIVIr ILS* Cr Oar Cta*t4•L F1 ( h p,.. a) Name and address:40a41110rr;S - Brvai t Rc f h y lis 3354 ' r tar b) Telephone No.: S 13'? $ ?' ID 44 Fax No. (Opt.) S 1 3-'7K-658S" 5.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender PAULA S O'NEIL PASCO CLERK & COMPTROLLER a) Name and address: 05 OR 5 BK 9 8 0 7 g 1 of 1 83 Phone No. _ 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PleptiO 10. ( /. Signature of Owner or Owner's Authorized Officer/Director/Partner /Manager Vtrrno 1►e ko Print Name l The foregoing instrument was acknowledged before me this 1 day of pl Rsi , 20._, by /Cr r ocs j ■J i 0 ) as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification Notary Signature iglu, I Type of Identification Produced Name (print) /3(1 t!(.,{; A . 11-50E- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMS'NOC,rvsd2007 _ Of PO, N ' otc State of Florida Signature of Natural Person Signing line # 10.) Above � Bruce 4sbel t. 1 My Commission DD566784 '"Or Expires 06/22/2010 Clio Conditioning, Jnc,. 4141 i hcane 5ield mad £ ela nd, 52 33811 (863) 644 -0496 1 -800- 282 -3194 *ax: (863) 644 -4271 April 22, 2009 City of Zephyrhills Building Department I, Edward P. Degel of Lilley Air Conditioning, Inc., authorize Diane Beebe of B & H Construction to sign for and pull electrical permits for me in the City of Zephyrhills. My state number is EC 13001921. If you have any questions please contact our office. Thank you, Sitoa,4 Edward P. Degel Lilley Air Conditioning, Inc. No . Da ` �� :` Commission DD 834596 ;t,�i.� Expires January 3, 2013 Banded Thm Troy Fain I roirence 800.385 7019 uu uo: Clp ti H Constrution 8137156585 p.1 • StJB- CONTRACTOR AFFIDAVIT DATE: 4 713 - O } TO WHOM IT MAY CONCERN: • L cOL(,)a,rcL P. L ege i dlbia I-11 •_ • a �� i Iaccnsc Nitateri (c C 13 QO 1 C 4 . 3 1 , will be t t t c t°1 P_cfiri C Q,/ (Example; Electrical, Nfechszical, contractor for this permit application. The job addraas Plumbing, Roofing, Get, Etc.) is: 3 . 13 (e , u (otY\ Av r p 0j2 • Signature of Lij Holder or Ambsktted Agent STATE OF FL.461,■A COUNTY OF 1'46. • 1 HEREBY CER.TIFYitat the .oregoing iasxumcut was swum to and subscribed beforeine this day of • . by £ rt _ • `o L. A 1� • who hac ., idea: I . We\ Signature of Notary Public . Notary Public State of Honda Sabrina Rae Cant r A l My Commission DD463268 Print, e oa a Expires 08/1812009 S ane or Notary . 1 i ' 813 7158585 02 /„ 10/2008 1: #L .... ; , . 002/004 • /e/J6 6 fe, /rx39 Carper IC B & II CONSTRUCTION OF CENTRAL FL, INC. �..M„; 527/08 4025 MORRIS BRIDGE ROAD A -W104 FREE ESTIMATES ZEPHYRIULLS, FL 33543 1- 800 - 224 -1206 **LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE ** /C i10 Lot #: 30A_ Subdivision: CITRUS HOMES -3 ON.• GRAND HORIZON - OPTION #2 Date: 2/16/09 Lap Siding Color, GLASS ROOM WALLS - - Home Serial #: Home Modal #: R Sys Insulated + x x $0,00 o . Ft. x $3.52 60,02 S cam Color; Glass Door .,.- o Sq. ' x $404.00 so,00 All aluminum roofs include: Pans, 'Nth, Gutter, Down Hand Railing L/F x $24.01. $4e,oa spouts, 3x3 Poets, and Flashing, ` _ Step Railing a EA x $100,02 $800,16 40 Pace 15 Ft, Long boo Sq. Ft x $4.36 32,616,00 Garage Door . 7 x 10 1 EA x 3702,00 $702,00 Pans Ft. Long o Sq. Ft. x 54.36 _ 10.00 Garage Door Header 2 x 12 1 EA .x 5203,00 5203.00 Pane Ft. Long o Sq. Ft x 54.36 Moo Gage Door Opener x 1 : RA x 3313,00 $313,00 Pans Ft. Long o Sq, Ft, x , $436 10.00 Garage Door IV/Windows,.. x ,_... EA x Valance Si L/F x $5.43 $304.02 - 36,6 --�-- AALUMINUM TOTAL 816 1 Gutter on Home. os L/F x $5.91 5467.79 Beare Work o x $159.54 $159.54 CONCRETE AND BRICK WORK" 2x4 SM Beam L/F x $4.72 Mt Patio Slab as x ao 2x6 SM Beam ._., 94 Sq. Ft, x $3,58 $1,931.20 L/F x $6.56 30.00 Patio Slab 14 x ss - 546 Sq.,F8. x $3.5B 11,954.68 2x7 SM Beam.,, cy x $7.14 3771,12 Patio Slab x o Sq, Ft, x 53.58 so.00 2x8 SM Beam L/F x 59.68 10,00 Patio Slab..,.,,, . x - o Sq. Ft, x 53.58 so.00 2x9 SM Beam 1./F x $10,52 5946,10 Side Walk u X 3 1126 Sq, Ft. x 2x10 SM Beam L/F x 515.31 - q' 53.58 501,01 30.00 Driveway.., 14 x 12 = 301 Sq. Ft, x 53.58 51 Carport Gable Framing x 5107.35 50,00 Drivew �' Flair z o k SCREEN ROOM WALLS �---� - x 1 03 Sq. Pt. x $5.36 8712.68 Raised Utility 1 1/2" 1 4" x $36,62 536,62 Lap KP + + + = o L/F x 536.63 30.00 Raised Patio 6 C.. x o Sq. Ft. x $10,55 90.00 Screen Door Includes: Raised Patio 6 C- x = ... i . Sq, Ft, x 510.55 so.00 Closor and Threshold EA x 5112,01 $0,00 Over 6 pea ft per,. - x ■ o Goble Fill one Side 1.11? x 317,37 10.00 Pouter 8xI2 Reintbrecd L/F x 53,20 so.00 Insulated Kick Plate -" 39 x $6;00 5134.00 L/F x 54.19 30.00 Footor 12x12 Reinforced 66 L/F x 38.44 3557.04 Fan Beam (not wired) EA x 572.79 50.00 Skirting rooter us L/F x Miss,: a 3 TxUOrUALPANa1,5m1RE WALL $5,773.44 35,773,44 1 Tread S 54.62 1262. UTILITY ROOM WALLS - BA x Sl 15.84 60.00 Walls 18 + 16 + so + = 66 1,,/F x � 2 Tread Step • EA x $233.04 so.00 $42.27 32,189,23 3 Tread Step - 2 EA x 5350.40 5700.x0 2x4 Studs 16" OC 4x4 Stoop " "' Shed Door and 1 Window z EA x p : EA x 5288.55 5288,55 _ 5257.77 ssls.s4.Btick Skirting Max 5 High Single Window (Extra) _ EA x 592,30 30,00 Split Brick Air • L/F ca Courses x 52,63 30,00 Bug Shield so L/F x 56.21 5326.30 Split Brick Solid 162 L/F Double Shod Doors e 9 Courses x 52.91 $4142.72 BA 3673.95 30.00 Full Dirt - OablewaJ;n + ++ 9 - Londe x 5141.40 a l z a71.6o o L/F x 550.68 60,00 Pretreat. $100.00 5100.00 VINYL ROOM WALLS - Miss: 81111D ELECTRIC/LANDSCAPE ?KO 8 Vinyl Wall L/F x 556.46 $0,00 Lot Grading 32,299,58 82,899.58 Inside Kick Plate ` L/F x 37.24 s0,00 NOTE: According to the FL Building Coda x 5360.57 $360.$7 Lap Top Inside and Out L/F x 916.55 son a crack is not a structural problem until it Florida Glass L/F x $12.27 so.00 reaches 1/4" in width. Insulate Top and Bottom - L/F x 37,66 soma CONCRETE 517,415,28 Doors include (2) 2 Track Units SION: ALUMINUM $16 Threshold and Closer _ EA x 5173.88 $0.00 DA'I'S; PERMIT B&H will not be respon9' • any lea : 5574,50 FAX TO: 8 13- 715 -6585 In • OOh1S TAX $2,416,85 r * r ` / " FOR ENGINEERING. TOTAL 536,943,24 4 /A�.. -/t' 5 : I, ./ kmanrhlp end nusteri&l6 s atlar.nteed for oat year. A FINANCE CHARGE or 1,654 per requli will Ise 'sensed oa, all unpaid mamas, la arrears, ANNUAL PERCENTAGE RATE of 18% plus ettoraey', feu It necessary to collect EST1MATE$ ARE ONLY GOOD FOR 30 DAYS. LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 04/09/09 B 8v H Construction Zephyrhills, FL Re: 2009 Jacobsen Mod. #: 5571 Address: 37136 Neukom Ave Lot #: 302 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. 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CCCCCC 000000 I 8W ' 333333 Ln z J U - : b O N I V b b b O i v i v x m Q N N --- N N N N N N N N N ,:o a JJJJW W ww W W --- W x Z m m m m m m J J J J J W Q. 8 58 8 88 a� U z o xis y « « « « «« W › C4 y y N N N N y y y N y y L a� CI �' i u a a d -- 'yj 22 222>7 a O • 803 x caC YCOCU asoC w a d zO CCa'soC4'0.'CCn:az 111111111111 L W 00 0000000000 �' «' �o ao boo - iry rloin Zo i�ao ° SO II M 3 NOSdWIS 11 a ON3 HJd3 Id 1 SdV LS a3Qd3H NI IN „ bX,d Z ° m a x W J V Z N /V I[f I J O.,DZ SINS ..CX01 (I MA O3N31Sdj 1 ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6X l OX 10 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 13/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT USE 2500 PSI CONCRETE MINIMUM WITH WASHERS USE 12"X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOX10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ #10X3 "SMS 24" OC TREATMENT. USE 8 "X12" MONOLITHIC FOOTER W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X] 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON 1-1-3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS ABOVE FINAL GRADE, 3) 1 "X1 "X 2" ANGLE W/ 2 #10X1" SMS NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING E RVM BEAM AND MOUNT BEAM N CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B 1I1 FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X_SM BEAM IN 1 I /2 " "X 2 I/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 10X 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 2 1/8" RECEIVER CHANNEL FOR SINGLE SM BEAM MOUNT S 4' SOILS AND FOUNDAATIONS Gradient, load intensity and erosion c err atri es of Elope 18 05.42.3 Plai concrete footings. Mc edge Material Of ply concrete footings supporting walls of other than 1805 . 4 Footings quill be designed an constructed in Light-frame construction shall not be less 1805.4F Footings (203 mm that 8 inches bearing capacity ty of the soil is not exceeded, and ) la. placed on soil. T hat diffc*�vtin1 settlement is minimized. The minimum Exemption: For plain concrete footings Width of footings shall be 12 inches (305 mm) Grou R-3 occupancies. the edge permit- led to bc 6 inch (152 mm footing ).Provided that the Cooing Does not extend beyond a distance greater that the F ootings to areas with expansive soils shall be designed al e" of the footing ,..11 tither side of supported Wall. In accordance with the provisions of Section 1 805.8. 1805,4.2.4 Placement of concrete. Concrete footings 1805.4./ 1.1 Design loads, Footings shall bc tics' Shall not be placed through ww i unless a uremia or other the most unfavorobk effects due to the combinations of for method approved by the building ifficlsl is turd, Whcrc loads Specified m Section 1605.3. The dud load shall in- Pieced ante( or the presence prov j of write„ the clads the weight of foundations„ footings and overlying shall be deposited concrete by approved mans to le t urd mini fill. Reduced live loads, as specified in Section 1607.9. mum segregation oldie mix and negligible turbulrncY of Arc P used to be ed in designing footings. the water. 1805 4.11 Vibrato I 1 8 0 or other vibrations ere . 4 .2.5 Protection of transmitted through the . during depo footings foundation period not less titan five days there consideration shall be given in the footing shall be protected from a freezing a after. ling and for a design to prevent detrimental disturbances of the soil. after. cr shall Not be allowed to B con ow through the deposited coocrttc . 80 1 542 Concrete footings, The design, materials and con- 1805.4.2.6 Forming of carxrete. I8 uction 1 footings shall comply with Sections permitted to be east Concrete footings are through 1805.4.2.6 and the provisions of Chap- ion of the boil the earth mac' in the opin- tcr 1805.42. ding official, soil conditions do not rtquirc forming. Where forming is required, it shalt be In eccor- Exception: Where a specific design is not provided, can- dared with er 6 of AC] 318. Crete footings supporting walls of light-frame oonsWc- 1805.4.3 Masonry-unit Lion arc permed to be designed in accordance with footings, o ings shall materials Table 1805.4.2 and construction of masaruy -unit footin with Sections 1805,4.3.1 and 1805.4.3 and ecomply p v 5 Of Chapter 21. 180'4 2.1 provisions 180 have 5 a specified n Concrete strength. Concrete in footings S than a pounds compressive rah)( c) of not kPa) per square inch i J 7 237 kPa Exception: Where ° specific design wal u not h rovided, ma At 28 days. sorry -unit footings supporting walls of light-frame con - Struction are permitted to b designed in accordance with 1805,4 21 Reserved. Table 1805,42. 1 805.43.1 Dimensions, Masonry -unit footing shall bc laid in Type M or S mortar complying with Section FOOTINGS SUPPORTING WALLS OF LIGHT -FRAME CONSTRUCTIONab.c.d NUMBER OF FLOORS WIDTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS• FOOTINGS FO (inches) (inches) (inches) _11 _II _11 _InllmIIIIIIIUIIIII 6 6 3 1111111111111111111111- For S I I inch = 8 25.4 mm, 1 fool a 304.8 mm. a Depth of footings shall be m b accordance with Section 1805.2. T e ground tinder the floor is permitted to be excavated to c Interior-atud- bearing walls are permitted to be supported b the elevation of the top of the footing the width shown in this table, and footin Y isolated footings. The footing width and l shall be twin d. For thicimess of foundation walls, see Section 1805 not more than 6 Feet on center. c Footings art permitted to support g ° roof on to the stipuiatcd number of floors, Footings supporting root onh Shall be as required for s f Plain coocrtit footings for Group R -3 occupancies arc permitted to be 6 inches thick r1u11u1 Du11u111g t.uue vu1111C ragt 1 u1 G . QCK1i al r:s ' • BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search �� ,,, Product Approval 0 \R USER: Public User r Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce44peacock@aol.com Authorized Signature Do Kim dk @dokimengineering.net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum @aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R1 COI Cert of Inde.endenc -..df Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf http: / /www. floridabuilding.org/pr /pr_ app_dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCe... 4/2/2009 r l,onna ttullaing uoae online rage L oI L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 Summary of Products FL # Model, Number or Name Description 7561.1 Aluminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 "/6 "x0.024 "x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwg- Rl.Ddf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.pdf living areas per FBC Section 1613 unless impact Created by Independent Third Party: Yes protection is provided. See installation drawing for allowable design pressures and spans. • Back I I Near DCA Administration Department of Community Affairs Florida IuHding Code Online Codes and Standen,' 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2005 The State of Florida. All rights reserved. Coovriaht end Disclaimer Product Approval Accepts: NE rtr, +r•• http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgsgJkzX72BeuCe... 4/2/2009 O .1 0 -I ap 3 WAOUddv l3flQOad 3OIM3IVJ S VORiOId I $ I Z4 fill NM wntawnw wnMwmv 1 ' 0 s ,- W J 7 W fill Sl3NVd 311SOd1Y0'J 3!!OO wVOI Sd3 g g 2 } c LL o t, U Z d se 9 .` i= u Z R P y ELOEE ld �I�IJ J 'r _ 8 . v. c _ Z r 1 I M)�ed L Ul O99 v° • OM i ®4 4 < Q uogesocboo unulwnly el!I3 `E I. � • to ..DD oo qq .. �� pp yy�� -1ga ___/ t/) F NmA mY ^ 1�' . •4 _I V F N F @ v 1 Nmm� .2 sa a 1r1h z 0 ].M'.d. la z� L- ] A N ti•3 . . C. 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X CI 3 p o sRR.R3R$ X � 3 s$RS 3°& U L3bS ?cZ y at eco -oaa+3 1' • < ¢° v v ¢° ¢ ao NM a 1n o ,m o: W - rionua nuuuing moue unline rage 1 01 1 • n RIBA BO C R tRAM0 ttAC1 O BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search j P roduct Approval USER: Pudic User Community ; Affair. Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Version 2007 FL# 5302.17 !Application Type ALL Product Manufacturer ALL ;Category ALL Subcategory ALL Application Status ALL Compliance Method ALL ;Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or NameALL Product Description ALL (Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications IFL# !Type hanufacturerr Validated By Status FL5302 -R1 Revision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.17 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC- 6018 - 120 -15, 167 thru 18' wide Category: Exterior Doors L Subcategory: Section aI Exterior Door Assemblies DCA Administration Dsperbrrerrt of Community Main Florida Inilding Coda Ovine Cedes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accept: Col Varlalan iFCrrad VFF,FV http: / /www.floridabuilding .org/pr /pr_app_lst.aspx 4/13/2009 STRUCTURAL SOLUTIONS, P.A. Structural Engineering • Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016 120 Test Dates:1 11/7/2002, 5/25/2005 Project No.: 105 -035 Design Pressures: +21.8 psi 24.8 pd Report Date: 8/18/2005 Test Pressures: +32.7 pd, - 37.2 pd Test Location: Amarr Garage Doors, Kernersvil e, NC ASCE 7 - 98/02 Criteria: 120 mph, Exposure I, 30 Mean Roof Height, 5' in Edge Strip Witnessed By Danny Joyner - Amarr Garage Doors; Thomas L, Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 16' -0" wide x 7 high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21` high galvanized steel sheet. The door sections were connected together with one (1) 14 gauge galvanized steel end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at three ofthe interior stiles as shown on the drawing. Garage door Model No. 600 manufactured by Amarr Garage Doors was used in the test. The test units are further described on drawing IRC- 6016- 120 -15. The sections were reinforced as follows: November 7, 2002 Test: The bottom three sections were reinforced with two (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section; the top section was rca tweed with one (1) 3" x20 gauge galvanized steel strut looted at the center of the section; May 25, 2005 Test: Each section was reinforced with two (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section. The top section contained long panel glazing. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural PerfornumceUnder Uniform Static Air Pressure Difference ", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Bath positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was flamed with shop welded steel angles and covered with 3/4' thick plywood. The door was covered with plastic sheeting to prevent leakage ofair pressure. At one end of the enclosure, a " Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. Test Pr+oc dure• The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face ofthe door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat I through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. The 16' x 7' Model 600 as described on Drawing IRC- 6016 - 120 -15 meets or exceeds the testing criteria as described above. By comparison ison to the construction of the 16' x 7' Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with Drawing IRC -6016- 120 -15: • 16' x T Model 950 doors (which are constructed of thicker 24 gauge steed in lieu of 25 gauge steel) • 10' to 16' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14' -0" • 16' x 7' Model 950 glazed long panel doors (which are constructed ofdrick r 24 gauge steel in lieu of 25 gauge steel) • 15'-6" i, _ ' -0' wide Model 600, 650 and 950 glazed long panel doors with heights of 6'-6" through 14' -0" Subnu , . A , � i ' .•/ F; '`:..." •" ice '♦ ; ':Y ip STR +lam'! P,i. '1 #0048579) ds' • `' Frieniartkitue • Greensboro, North Carolina 27410 • (336) 856 - 2686 • Fax (336) 856 -2687 �. b pl i la !CE1 i :1 1 II ! 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I i !; , gi - 88 I8B8 88 " =1 . i i s IN a b rmeaqammani °711 $ -10 ii i !,:i IA iti rEME11133331:zz -, 7 !O a i 'IP L. lg 888li88rE s': tii = a, s 1 ‘ A • Allr" go. PTC,LLC April 7, 2009 Re: Letter of Intent Product Approval for Elixir Industries GA Door Div. 1215 Pope Drive Douglas, GA 31533 Product Scope: To update FL 1722.1 thru 1722.9 to 2007 FBC, products are as follows: • Model 402 -14, Vinyl O.S. Door, 14 "x14" (X) • Model 402 -20S, Vinyl Steel O.S. Door, 20" Slider Window (X) • Model 407, Vinyl Steel Door - No Window (X) • Model 430 W9, Vinyl Steel O.S. Door, 9 Lite Window (X) • Model 6400 W9, Steel Clad I.S. w/ Full -view Storm Door, (X) • Model 9400, Steel Clad I.S. Door w/ Full -view Storm Door (X) • Model 9401 W9, Steel Clad I.S. Door w/ Full -view Storm Door (X) • Model STR 7000 Oval, Standard Residential Door w/ Full -view Storm Door (X) To update FL 9091.1 thru 9091.4 to 2007 FBC, products are as follows: • French Patio Door w/ 36" Sidelite I.S. & O.S. (XO or OX) • Glazed Door w/ 12" Sidelite I.S. & O.S. (XO or OX) • Glazed Single Door I.S. & O.S. (X) • Glazed Entry Door w/ Sidelites I.S. & O.S. (OXO) To update FL 9275.1 thru 9275.19 to 2007 FBC, products are as follows: • Model AVIF7, Brickmould Vinyl Clad Steel I/S Atrium Double Door w/ French Window (XX) • Model AVOF7, Brickmould Vinyl Clad Steel O/S Atrium Double Door w/ French Window (XX) • Model BFI23, Brickmould Fiberglass I/S Door w/ Cottage Window (X) • Model BFIF3, Brickmould Fiberglass I/S Door w/ 3/4 Lite Window (X) • Model BFIF5, Brickmould Fiberglass I/S Door w/ Full Oval Window (X) • Model BFIF5 w/ Sidelites, Brickmould Fiberglass I/S Door w/ Full Oval Window & (2) Sidelites (OXO) • Model BFIF7, Brickmould Fiberglass I/S Door w/ French Window (X) • Model BFIF7 w/ Sidelites, Brickmould Fiberglass I/S Door w/ French Window & (2) Sidelites (OXO) • Model BF023, Brickmould Fiberglass O/S Door w/ 3/4 Lite Window (X) • Model BFOF5, Brickmould Fiberglass O/S Door w/ Full Oval Window (X) • Model BFOF7, Brickmould Fiberglass O/S Door w/ French Window (X) 1535 N. Cogswell SL, Ste. C25 - Rockledge, Florida 32955 Phone 321 - 6904788 Fa= 321 - 690 -1789 • Model BVI23, Brickmould Vinyl Clad Steel I/S Door w/ Cottage Window (X) • Model BVIF5, Brickmould Fiberglass I/S Door w/ Full Oval Window (X) • Model BVIF5 w/ Sidelites, Brickmould Vinyl Clad Steel I/S Door w/ Full Oval Window & (2) Sidelites (OXO) • Model BVIF7, Brickmould Vinyl Clad Steel I/S Door w/ French Window (X) • Model BVIF7 w/ Sidelites, Brickmould Vinyl Clad Steel I/S Door w/ French Window & (2) Sidelites (OXO) • Model BV023, Brickmould Vinyl Clad Steel O/S Door w/ Cottage Window (X) • Model BVOF5, Brickmould Vinyl Clad Steel O/S Door w/ Full Oval Window (X) • Model BVOF7, Brickmould Vinyl Clad Steel O/S Door w/ French Window (X) To Whom It May Concern: PTC, LLC has been retained by Elixir Industries to perform and provide all engineering services required to update the above referenced products to the 2007 FBC and upload onto the FL state website. This letter is to service as a letter of intent to provide documentation for products mentioned above. PTC has been contracted and currently in process in preparing the engineered package. Sincerely, ma Wasossia Rudy Camera, Operations Manager PTC, LLC 1535 N. Cogswell St., Ste. C25 - Rockledge, Florida 32955 Phone: 321 - 690 -1788 Fax: 321 - 690 -1789 Florida Building Code Online Page 1 of 1 t'. tie . –S.' t7CA4)Ulff *WHIT p3Cf, OC74?�NC>r,RAA+S - - - , '= BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC. Staff BCIS Site Map Links Search 1 4 ii iProduct Approval ;�J a d' )USER: Publi; User Community Affairs Product Approval Menu > Product or Application Search > Application List [Search Criteria Refine Search 'Code Version 2004 FLT 1722.1 ;Application Type ALL Product Manufacturer Elixir Industries Georgia Door Division; ;Category Exterior Doors Subcategory Swinging Exterior Door Assemblies ' ■ ;Application Status ALL Compliance Method ALL j 'Quality Assurance Entity ALL Quality Assurance Entity Contract ExpiredALL !Product Model, Number or NameALL Product Description ALL. ; 'Approved for use in HVHZ ALL Approved for use outside HVHZ ALL 'Impact Resistant ALL Design Pressure ALL ;Other ALL — — — (Search Results - Applications { 3:101S Manufacturer [(Validated By Status FL1722 - Revision Elixir Industries Georgia Door Division Approved History FL#: FL1722.1 Model: 402 - 14 Description: Vinyl Steel Outswinging Regular Door - 14 "x14" Window I Category: Exterior Doors I Subcategory: Swinging Exterior Door Assemblies DCA Administration D.gart inset of C. ,.0 oitr Affairs Merida a. 4.s Cale o.Rae Codas sad Sta.d o ds 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (85E0414-8436 ® 2000 -2005 The State of FloHda. All rights [(.served. CoovIIOht and Disclaimer Product Approval AAcc.Bts: ICU la TM II http:// floridabuilding .org/pr /pr_app_lst.aspx 3/12/2009 Fhorida Building Code Online Page 1 of 3 1 . rc Kt]tff oalw o; OCARRDSRAMS • BCIS Home Log In User Registratior Hot Topics Submit Surcharge Stat< & Faces Publications FBC Staff BCIS Site Map Links Search 1 �+.e. ` , }Product Approval .(�/� n4 (,t USER: Public User ti Commuty "••_• Affatrs Product Approval Menu > Product or Application Search > Application List> Application Detail FL # FL1722 -R2 Application Type Revision Code Version 2004 Application Status Approved Comments - Archived Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (912) 383 -9227 dmorgan ©elixirind.com Authorized Signature Diskin Morgan dmorgan@elixirind.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year (of Standard) Standard Year ASTM E 330 1997 Equivalence of Product Standards Certified By Approved Certification Agency FL1722 R2 Eauiv AAMACERT DEC2007.pdf Product Approval Method Method 1 Option A Date Submitted 12/27/2007 Date Validated 12/27/2007 Date Pending FBC Approval 01/09/2008 Date Approved 01/29/2008 http: / /floridabuilding. org /pr /pr_app_dtl. aspx? paramwGEVXQwtDgvOQpGQvtVmPbpn2 ... 3/12/2009 A L"• i AAMA 11� (Validator / Operations Administrator) CERTIFICATION PROGRAM �n AUTHORIZATION FOR PRODUCT CERTIFICATION Elixir Industries P.O. Box 150 Douglas, GA 31533 Attn: Randall Yarberry The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA INTERIM DOOR CERTIFICATION PROGRAM RECORD OF PRODUCT TESTED ASTM E 330 -02 DP = +33.3/ -50.0 COMPANY AND PLANT LOCATION CODE SERIES MODEL PRODUCT MAXIMUM SIZE TESTED NO DESCRIPTION Elixir Industries - GA Elixir Industries - NC 17024 402 -14 Elixir Industries - TN 17026 OUTSWING DOOR FRAME PANEL Elixir Industries - TX 17034 (WOOD FRAME)(O,X) 3'0" x 6'8" 3'0" x 6'8" Elixir Industries -AL 17065 (STEEL/FOAM/STEEL)(CG) 17081 (TEMP GL) 2. This Certification will expire November 20, 2011 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Dallas Laboratories, Inc. Report No.: 39575 Date of Report November 21, 2007 Validated for Certification * Associated Laboratories, Inc. Autltonz for Certffica Date: December 17, 2007 Cc: AAMA JGS rican Architectural Manufacturers Association ACP-04 (Rev. 8/06) ELIXIR E' INIyUBTR.IEB Installation Instructions for ELIXIR Regular Outswing Doors SIZE AND ROUGH OPENING Elixir Regular Outswing doors, series 200 (prepainted steel skins), 300 (vinyl steel 6 -panel skins), & 400 (vinyl steel skins), are designed so that the rough opening dimensions are the same as the call size. (Tolerance -0, 4 1/4 ) Example: If a rough opening is 34 x 76 , order a 34 x 76 door. INSTALLATION Be certain the floor is level and that the rough opening is square before attempting installation. 1. Make certain all mounting surfaces (siding seams included) are securely fastened and flat around the perimeter of the rough opening. There should be no obstructions in the opening (i.e. metal straps, belt rails, etc.). 2. Apply sealant tape to the backside of the door's mounting flange, covering all screw holes. 3. When installing the door lock, place the seal on the exterior side of the door, and position the door lock where the teeth of the key are pointing up when inserted into the lock. The drain hole will be at the bottom when installed properly. 4. Do not open the door or remove shipping clips or shims before installation. Opening the door before installation will destroy the proper squaring of the door. If shims are not in place, position one shim at the bottom of the door between the core and the frame. Position the other shim near the striker plate between the core and the frame. 5. Insert the door assembly carefully into the rough opening. Make certain the door sill is secure on the floor and that the frame is NOT twisted. 6. Fasten the door with screws using the following method. Drive six screws into the outer frame. Drive one in the middle, top, and bottom of the hinge side; then do the same on the lock side. At this point, open and close the door to check the sealing and workability of the door. After this check, install the remainder of screws. 1 Updated 08/05/2004 Note: Screws should NOT be angled or over driven and be certain that the frame is NOT twisted. Elixir recommends using a #8 x 3 /4" or larger screws. ? Open the door and remove the shipping shims or fasteners 8. When installing a door chain, make sure that the chain bracket is screwed down in the position marked by a label at the top of the door. 9. Elixir recommends that a dripcap be installed over all regular outswing doors. 10. If the Elixir door is installed properly in the rough opening, the door should not have to be removed or adjusted until the home is setup at the final destination and the perimeter blocking has been completed. What happens sometimes between installation and final setup, a house will be sitting in a position that the door could be racked. The door should not be adjusted because the door should return to the original squared position once the house is setup and leveled. If adjustments are made before final setup, adjustments will probably need to be made again. SETUP The home needs to be setup properly if the door is to work properly. 11. The home MUST be level for proper operation. We recommend the door be perimeter blocked underneath both sides of the door. For double french doors, block under both sides and in the middle. 12. After the door has been installed with hardware and the home is in a level position, check to see that the door is opening, closing, and sealing properly. 13. After the home has been setup at the final destination for at least one month, the perimeter blocking needs to be inspected to insure the home and/or blocks have not settled. If the home or blocks have settled, the perimeter blocking under the door(s) needs to be adjusted so that the blocks are secured tightly against the frame of the home. These inspections need to be conducted every two to three months or when ever the door(s) seems out of adjustment. 2 Updated 08/05/2004 . . • R4 - p r o t e c t s \ Project Fotclers \ Prcji.201-1.300 \ p: 1258W. RWBC D; R....=( — . __.— . _ — —_—___--- -- — - -- ------- ---- — = = • — t'D w - ':-"/ ‘• sr, -g -,-.• ,.,,, z A . ' , -L q ',:i ;".• alp; : _ _ _, ,,.. :,„ ,, R 4 ku-.2,-,-qg T • a :-• , .6. 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'0,, 19 r T 1. 2.210° 0.805' 1 7/—.... .. / .. -- \ --2.\ o T E ) 1 \ .-g=2Q:') 1--0!:35 1 .255,/,' . i ..- --- I -. ; j N ' • F• — . i PRODUCT: Doournents Prepared By: BUILDINO CONSULTANTS, !NC - I_ --- ALUMINUM ROOFING PANaS :R,VirP.O. Box 230 *Ad MI ios re, 33693 Phone No., 313-33.1.9187 PARr OR Assail:3Ln Florid° Board of Professional Engineers 1 Certificate kith 'on No. 9B13 V) o 1111, 1 NO DATE GENERAL NOTES & SECTIONS .,, 1_ BY i..-• , REVISIONS _,...._ L L, F. Schmidt. P.E. No, 43409 _ ■ 0 2COB R.W. BUILDING CONSULTANTS (NO