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HomeMy WebLinkAbout10-10382 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10382 BUILDING PERMIT 2I >.x> 7 b" k5E �'° ° ?�W `, . 0.9 �:i `d e� €. Z.t t - 1. ° Z Permit Number: 10382 Address: 39055 9TH AVE Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12- 26 -21- 0090 - 00000 -0060 Improv. Cost: 12,900.00 1 11,,.' 77 , Date Issued: 4/21/2010 Name: PILE, HAROLD & U■■ Total Fees: 205.00 Address: P.O. BOX 1179 Amount Paid: 205.00 ZEPHYRHILLS, FL. 33539 Date Paid: 4/21/2010 Phone: (813)780 -2749 Work Desc: ROOM ADDITION 335 SQ. FT & REMODEL FRONT ENTRANCE HOM • T - BUILD! 135.00 LE - ' A EE 35.00 HOMEOWNER MECHANICAL FEE 35.00 HOMEOWNER p Cif ft" + e(o 1 Ef ' fr• ,,( - ( •• - ,--„iI� • 2 • -•U HPLUM= M IN ULATI•N ILN FOOTER BOND DUCTS INSULATED /2 -6 IC) SEWER MISC. ROUGH ELECTRIC 12 - e 10 LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED i? -- 10 WATER _ MISC P filar fi., P a -• cri-ra DRIVEWAY PRE -SLAB SHEATHING -3- 21 0- ( t) MISC. MISC. CONSTRUCTION POLE FRAME if- /t4 - -K1 MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site 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." �J / CCC - ' /� ', CONTRACTOR SIGNATURE PERMIT OFFI FR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER / 0iti Ate. Tr Nam p o, 9' . e Address To Whom It May Concern, Please be advised that: Stacie Hartwig and Sharon Reeves of Pasco Permit Service have my permission until further written notice to act as my agent to sign and pick up permits. Sincerely, OMP Miatur 9 c Date NOTARY STATE OF FLORIDA, COUNTY OF PASCO The fore oing instrument was sworn to and subscribed before me this ' ' day of , 62.1 Personally known or Produced identification ►/ , NOTARY PUBLIC -STATE OF FLORIDA Suzanne Bahr j7Commission # DD601110 Expires: NOV 5, BONDED 't 2010 BONDED ATLA BONDING CO., INC Commissioned Stamp otary • ature and Expiration Date • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: getio Id / TR Date Received: 1 5 /0 Site: 3 9 0 V J 44-- Permit Type: 35 s 7 , -t- 4/11 Addi46/1 Approved w /no comments: ❑ Approved w /the below comments: 70 Denied w /the below comments: El / ' r 6reboc) yd l cIe a5 dJJ bt- ILi uire / BHtr &k vp 5 pQ sh4 tr.( 9 , f (/ Sir wdtih /0 40 P -Plee kd (oi'i. ____________pp_r_______ajd This comme sheet s be kept with the permit and/or plans. `/'/ "/� eve i S Kalvin Switzer ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813 - 780 -0020 City of Zephyrhills Permit Application rax -C i i ,ou -uuL I Building Department (. f V ,L e ,%ro '1 7 Date Received // Phone Contact for Permitting of f 7 /11/ tt /0 5,z -- Owner's Name pro /V , 'l ' ( e " R' Owner Phone Number )13 7iit `t277 / fop Owner's Address 1 j 9055 9 )4 4t' Le-, r/ N FY ' Owner Phone Number I ✓ I Fee Simple Titleholder Namel I Owner Phone Number I I Fee Simple Titleholder Address 2 p Q 7 � p / � JOB ADDRESS 1 c� / v ` A- z 4r' "`�° I /Y X V I LOT # SUBDIVISION 'L-olI7 e/� lUood 1 PARCEL ID #I /oL ` --0 ^ 0 9d —O L .'� Z6 l !� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED W NEW CONSTR I I ADD /ALT I I SIGN n MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR I I COMM I I OTHER I TYPE OF CONSTRUCTION I I BLOCK I I FRAME I I STEEL F OTHER I I DESCRIPTION OF WORK 1 / a_" ` Boil �rna r .....044-402 I BUILDING SIZE SQ FOOTAGE l 33 l HEIGHT l l i m BUILDING $ / 0 00 • cj° VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE EI PROGRESS ENERGY 1 1 W.R.E.C. 460 I I PLUMBING $ [] MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I I GAS I I ROOFING I I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 I YES I] NO 7,-,2 ti• p • COMPANY {,, / CV�c✓ , i BUILDER 7. �r�. 7 ' / / / ` oa.) / ¥ F EE CURRENT Y / N I SIGNATU ,12Z , / 1 REGISTERED I Y/ N I I r 39d ■ss $ be Z9 ` /�( J ' License # Address 7 /�f JJ �r 7 ✓ ✓✓ ' " COMPANY 1 WW -X ' 7' / 4 c j ELECTRICIAN -�� ---"'� SIGNATURF-` '!` REGISTERED I Y / N 1 FEE CURRENT ( Y / N 1 Address 398s3 5' 1 C e ZQ�6t r�' License # PLUMBER �� COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address - ;v License # I MECHANICAL ' COMPANY da.)Mr SIGNATUR -� i REGISTERED I Y/ N 1 FEE CURRENT I Y/ N I Address 3 1 aST VI-" NIMM_ License # I I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address I 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) 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 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 (PIot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW I 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 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 N s_ICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.0 OWNER OR • !i /. //. i � - CONTRA It / _ S bscrib aid swo or a'� .re m e this ubs b nd sotrn to , affi ' ' b�,�r- ue this 0 by d / o is /are personally known to me or has /have produced Who is /are personally known to me or has/have as identification. produced as Identification. Notary Public J °i ,2. ( � � �c:l, 1/-4.41e06 ©� -- � �J Notary Public Commission No. Commission No. OF Name of NotliffiSiitcf,143firlieefrthrTitiffirilORIDA Name of Notary typed, printed or dt4 � I Stdc ie Hartwig FLORIDA Stacie Hartwig = Commission # DD926164 Commission #DD926164 s e"' Expires: OCT. 16, 2013 ,, Expires: OCT. 16, 2013 BOND THRU ATLANTJC BONDING CO., INC. BONDED THIRD ATLA. \TIC BON LNG CO., INC. INUREHERMENVIEUINIE 2010052142 �g SCo �� /n i r C Rcpt :1299802 Rec: 10.00 DS: 0.00 IT: 0.00 o Fr emi 04/15/10 K. Garcia, Dpty Clerk Die 64, .z. 353 NOTICE OF COMMENCEMENT Permit No. PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER 04/15/10 1 FG °f 1952 Property Identification No. is - 6 2 6 - 02/- 00 90 - lec�C/vd - �VO OR BK r7 1L� THE UNDERSIGNED hereby give informs you that the improvement 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, 1.Description of property (legal descriptio ) b ' , Ater 4 p,(3 02 1/7 141 6" I, 162-)/ p� Hoe a) Street Address: J9dSS � ike. y) e 2.General description of improvements: r / t � 6 L\ &WIc/l 3.Owner Information ,/^ a) Name and address: 1`;4 /"Did ,C ��/� , Qd i< l/7 p 4_8,4r f /, y / , b) Name and address of fee simple titleholder (if other than owner) 7 / / c) Interest in property 4.Contractor Information . a) Name and address: MOW' if (X /(,,, 4r b) Telephone No.: Fax No. (Opt.) 5.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender a) Name and address: 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 PASCO - r Signature of Owner 9t` • . Ai s 7 orized Officer/Director/Partner/Manager Print Name / The egoin s nt was acknowled ed before me this • ,-, day of ..-- -4 , 20 JQ , by in fact) for /t'?Je l� in of authority, e.g. officer, trustee, attorney (name of party on behalf of who • strument was exe uted). Personally Known / OR Produced Identification 7 N otary Signahu�� � � Type of Identification Produced , ( Name (print) �..J /ti Cie /4>>4 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 Signature of Natural Person Signing Above NOTARY PliBLIC -STATE OF FLORIDA ' Stacie Hartwig ,;, Commission #DD926164 c -° Expires: OCT. 16, 2013 BONDED THRU ATLANTIC BONDLNG c0., INC. STATE OF FLORIDA, COUNTY OF PASC.O _ THIS IS TO CERTIFY THAT THE FORE OItsC3 A TRUE AND CORRECT COPY OF TEA.coQi) ON FILE OR OF PUBLIC RECO' It I t* WITN SS MY HAND AND OFF1 «� -� J J ' DAY OF 4 �' PAULA S. O'N - 1 , CL"K & LLw' BY ` 1 • DEPUTY,CtE71< DISCLOSURE STATEMENT FOR OWNER , , , /� CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I ' �! �0`� P/ fe cTR' have read and fully understand and agree to the provisions of this instrument_ - The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction_ 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they, are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full_ A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one - family or two - family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate agate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regula . i OWNER'S SIGMA ''= ✓ ' / -/v ADDREss O li'l /' . • an 1 �. , DATE `� �3 PHONE 7g-- 7 7 WITNESS act- t- / 0 A ' PERMIT # I APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 110013-08 Residential Component Prescriptive Method B ALL CUMATE ZONES Compliance with Method 8 of Chapter 11 of the Florida Building Cade, Residential; or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11008 for single -and multiple -family residences of three stories or less in height, and additions to existing residential buildings. b comply, a building must meet or exceed all of the energy efficiency requirements on Table 118-1 and all applicable mandatory requirements summarized in Table 11 8 -2 of this form. If a building does not comply with this method, it may ma still comply under Method A of Chapter 11 or Subchapter 13-6 of the applicable code. K PROJECT NAME: x lb Ail BUILDER: 0N(t■4 AND ADDRESS: b . - _ , P G C4: ! J 1 1 inyrJn Sills OFFICE: 0 V�,4 0,S l OWNER : -NOM 1 I ri IC, PERMIT NO- nlillf�j : P11111 JuFusoiCTtON No.: I 1. New construction including additions which incorporate any of the following features cannot comply using this method: steel stud walls, single assembly roof/ceiling construction, or skylights or other nonvertical roof glass. 2. Fill in all the applicable spaces of the "To Be installed" column on "Table 11B-1 with the information requested. All "To Be installed" values must be equal to or more eNtcient than the required levels. 3. Complete page 1 based onfthd'To Be Installed" column information. 4. Read "Minimum Requirements for Alf Packages ", Table 118 -2 and check each box to indicate your Intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Ptesse Print CK 1. New construction or addition 1. Md .frf 1 b4 2. Single - family detached or multiplefamity attached 2. , r 3. If multiple - family -No. of units covered by this submission 3. Ca J. Al 4. Is this a worst case? (yes/no) 4. 5. Conditioned boor area (sq. ft.) 5. 335 8. Glass type and area: t05 a. U -factor 6a• b. SHGC 8b. 2 c. Glass area Bc. sq. ft. 7. Percentage of glass to floor area 7 140 % B. Floor type, area or perimeter, and insulation: �� a. Slab -on -grade (R- value) 8a. R = '$ 3 3 . J Yiht„ft b. Wood, raised (R -value) 8b. R= sq.ft. c. Wood, common (R- value) 8c. R. sq. ft. d. Concrete, raised (R- value) 8d. R= sq.ft. e. Concrete, common (R- value) 8e. R = sq. ft. 9. Wall type, area and insulation: a. Exterior: I. Masonry (Insulation R- value) 9a-1. R = sq. ft. 2. Wood frame (Insulation R- value) 9a-2. R. 13 7 2. - 3 sq.ft. b. Adjacent 1. Masonry (Insulation R -value) 9b-1. R= e!' sq.ft. 2. Wood frame (Insulation R -value) 9b-2. R = sq. ft. 10. Ceiling type, area and insulation: 2 a. Under attic (Insulation R- value) 10a. R.3_ sq.ft., 3 35 b. Single assembly (Insulation R- value) 10b. R = sq.ft. 11. Air distribution system: Duct Insulation, location 11a. R c t (1 l 1 Test report required if duct in unconditioned space 11 b.Test report attached? Yes Ire 12. Cooling system: 12s. Type: Cat (Types: central, room unit, package terminal A.C., gas, none) 126. SEER/EER: 3 12c. Capacftx: avi- „t 'U 1 t_ 13. Heating system: 13e (Type pump. p• g gas p.. 13b. HSPF/COP /AFUE: s heat m elec. sari nat. as, LP -Gas, as h. room or PTAC. none) 13e. C ity: '21:1 l ADO 14. Programmable thermostat installed on HVAC systems: 14. Yea 6X ) / 15. Hot water system: 15a. Typal Wiz` (Types: elec.. nat. gas, LP -gas, solar. heat rec., ded. heat pump, other. none) 15b. EF: 1 hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications cowed by Is calculation Indicates comptnnce with the Florida the Florida Energy Code. Energy Code. Before construction • . building will be inspected for compliance in J . 1 1 � accordance with Section .90e, 'i . MI PREPARED By: . t Al .. , r Al t_ . A , .11 DATE: l ./ BUILDING OFFICIAL: rNI I I hereby certify this • 1 • m m co a plgnce w i t v • • A ;t Code: ,,,,t �a OWNER AGENT I .. n �. .�!�r* DATE:7/ DATE 11.' It 4 1 , 2007 FLORIDA BUILDING CODE - BUILDING 13 .23 Effective 3/1/2009 FORM 1100B -08 TABLE 11B -1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 U- factor= . (05 SHGC = O. 35 SHGC= • % CFA <= 16% % of CFA= 3 i ?p Exterior door type _ Wood or insulated Type: .144 w(A. lid_ Walls — Ext. and Adj. (See Note 3): Frame R -13 R -value = K • 1 ] EKt Mass Interior of wall: R -6 R -value = etc) .Mi. Exterior of wall: R -4 . R -value = Ceilings (see Notes 3 & 4) R -30 R- value = 30 Floors: Slab -on -grade No requirement �I Over unconditioned spaces (see Note 3) R -13 R -value = Hot water systems (storage type) Electric (see Note 5): 40 gal: EF = 0.92 Gallons = ,4/. 50 gal: EF = 0.90 EF = Gas fired (see Note 6): 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Air conditioning systems (see Note 7) SEER = 13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER =' HSPF_ Gas furnaces AFUE = 78% AFUE _ gl Oil furnaces AFUE = 78% AFUE = N/A Programmable thermostat Must be installed on all HVAC systems Installed?rAisr Yes No Ductwork (see Note 9) Location: Unconditioned space R -6, Tested Unconditioned space R- value= // Test report"' Conditioned space NA Conditioned space Unvented attic assembly per R806.4 with R-4.2 R -value = insulation at the roof plane (No test report required) Air Handler location: Location: Unconditioned attic or garage Requires test report Test rep U Conditioned space or WA- Unvented attic assembly per R806.4 with No duct test required . insulation at the roof plane (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise.Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m or less may have maximum CFA of 50 percent. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1107.AB.3.2A of the FBC- Residential. (8) For all conventional units with capacities greater than 30,000 Btu /hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu /hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building, or Table N1107.AB.3.2B of the FBC-Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Padc2l (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air handler enclosure. TABLE 11B -2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior windows & doors N1106.AB.1.1 Max. 0.3 cfrn/sq.ft. window area; 0.5 cfm /sq.ft. door area. l/ Sole & top plates N1106.AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. t / Recessed lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) Multistory houses N1106.AB,1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans N1106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Water heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming pools & spas NI112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum QOP of 4.0. Hot water pipes N1112.AB.5 Insulation is required for hot water circulating systems (including heat recovery units). Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC duct construction, N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically insulation & installation attached, sealed, insulated and installed in accordance with the criteria of Section `// N1110.AB. Ducts in attics must be insulated to a minimum of R-6. HVAC controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING Pasco County Parcel: 12- 26 -21- 0090 - 00000 -0060 001 Page 1 of 1 I Data Current as Of: 11----Weekly Archive - Saturday, April 17, 2010 Parcel ID 12- 26 -21- 0090 - 00000 -0060 (Card: 001 of 001) I Classification 1 01 - Single Family I Mailing Address Final 2009 Value PILE HAROLD J JR & UNA K Ag Land $0 PO BOX 1179 Land $16,957 ZEPHYRHILLS FL 33539 -1179 Building $77,638 Physical Address Extra Features $1,007 39055 9TH AVE ZEPHYRHILLS FL 33542 -4418 Market Value $95,602 Assessed (Save Our Homes) $55,025 Legal Description (First 4 Lines) Homestead 196.031 $25,000 Non - School Additional Homestead Exemption - $5,025 See Plat for this Subdivision .i"` HEATHER WOOD Non - School Taxable Value $25,000 PB 24 PG 117 LOT 6 School District Taxable Value $30,025 OR 8271 PG 898 Warning: A significant taxable value increase may occur when sold. Click here for details and info. regarding the posting of exemptions. I Land Detail (Card: 001 of 001) 1 Line II Use IlDescriptionll Zoning II Units II Type Price Cond itio n I Value I 1 II 0100 II SFR II 00R2 II 6,978.00_1I SF II $2.43 II 1.00 Q $16,957 I I Additional Land Information I I Acres (1 0.16 0 Tax Area II 30ZH II FEMA Code II X IlResidential Codell ZHLGLP2 I I Building Information - Use 01 - Single Family Residential (Card: 001 01) Year Built 1987 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall _2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 I Line II Description I Sq. Feet II Repl. Cost New I 1 BAS II 1,186 II $80,470 I 2 II FSP I1 266 0 $6,310 I 3 I FGR 312 I $8,481 I Extra Features (Card: 001 of 001) I Line I Description ] Year II Units _JI Value I 1 II DWC I 1987 II 310 II $442 2 UDU -M 1988 I. I $206 3 DCFENCE 1996 Mill=1111=1 $359 Sales History I Previous Owner I MILLER GERALD J I Year II Month I Book /Page ll Type 1 Amount I 2010 I 02 I 8271 / 0898 0 WD I $75,000 I 1995 II 10 I 3492 / 1911 II WD I $60,000 I 1994 0 11 I 3363 / 1076 11 WD I $ .1 http : / /appraiser.pascogov. com/ search /parcel. aspx ?sec= 12 &twn= 26 &rng =21 &sbb= 0090 &b... 4/20/2010 I BUILDING CIT Y OF CE DEPARTMENT ZEPHYRHILLS OF ADDITION OR CORRECTION DO NOT REMOVE DATE PERMIT # ADDRESS .05 G ` vv -0 -(0 /0f following additions or corrections shall be made before the job THIS JOB HAS NOT BEEN COMPLETED. The it be accepted. / A' ADD A /MAW i",. r r e1 at- /, / • r,.. , N___ FAS v / t any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS FOR IARPECTIMADE ON CALL cover is unlawful for Y part of the work with flooring, lath, earth 780 or other or cause to be l th e pr o, any i p approve or other material, until the proper inspector has had ample time to app the installation. INSPECTOR _ OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. REMOVE EXISTING SCREEN WALLS S REPLACE W/2X4 STUD FRAMING EX15TINO 3X3 — GOLUMN S 5EAM5 TO REMAIN h 9 O v ►� NEW SH 25 DEN RAISE SLAB TO MATCH EXISTING ! r O EXISTING � GL 0 BEDROOM m REMOVE EX15TINO DOOR5 AND FRAME IN OPENING ---- _p REMOVE EXISTING WINDOW - REMOVE EXI57ING 50D, LINTEL TO REMAIN. FRAME IN LINTEL TO REMAIN. OPENING FRAME ARCHED CASED OPENING HARDI- PLANK- SIDINO O\/ER WOOD FRAM I NO AT GABLE END ABOVE MASONRY WALL CITY OF Z(-:PHYRI- ILLS P1 E XA.M1W- -- EX15TINO ROOF ;i -L ti� OR1t SI I.� LL C0�1 �GI1H ALi EV:1ILIXG CODES, FLOIZIDAOILD'.'�'�MOKE DETECTOR 110 V. OUTLET IS SUPPLY DIFFUSER FRONT EL-E \/ATION RETURN $ 3 WAY SWITCH $ STD. SWITCH SURFACE MOUNTED INCANDESCENT FIXTURE 0 SURFACE MOUNTED FLUORESCENT FIXTURE CEILING FAN RE -FRAME OVER 2 EX15TINO OABLE5 TO MAKE ONE GABLE O\/ER CENTER 16 "X16" GONG. BLK. COLUMNS ON NEW PATIO SLAB $ FOOTING NEW ENTRY PORCH PAINTED STUCCO FINISH TO MATCH EX15TINO ELEGTRIGAL NOT55 ARC FAULT CIRCUIT INTERRUPTER AFGI RECEPTACLES IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAY5 OR SIMILAR ROOMSPER 5EGTION 210.12 OF THE NATIONAL ELEGTRIGAL CODE 2008 EDITION, 51N6LE -PHA5E CORD- AND - PLUG- GONNEGTED ROOM AIR CONDITIONERS SHALL BE PROVIDED WITH FACTORY- INSTALLED LGDI OR AFGI PROTECTION. THE LGDI OR AFGI PROTECTION SHALL BE AN INTEGRAL PART OF THE ATTACHMENT PLUG OR BE LOCATED IN THE POWER SUPPLY CORD WITHIN 12 INGHE5 OF THE ATTACHMENT PLUG, OEN. CONTRACTOR TO EVALUATE EX15TINO ELECTRICAL/HVAC AND TIE NEW 5Y57EM INTO EXI57INO F.B.C. PLANS & ENGINEERING SERVICE, INC. 6440 FORT KING RD. ZEPHYRHILLS, FL. 33542 TOLL FREE/ FAX 1(866)824 -7894 F-XI571NO DINING COORD. NEW 51 DE WALK WITH OWNER FLEOR PLAN SCALE 1/4' = I'-0' T. L. HANSON & ASSOCIATES, INC. CONSULTING ENGINEERS ENGINEERING BUSINESS N0. E95830 Post Office Sax 1728 Dade City, Florida 33526 (352) 521 -5848 _ _THOMAS L. HANSON, PE I hereby certify that I have reviewed this plan and found it to be in compliance with design requirements of the Florida Building Code, 2007 edition, including 2009 supplements. SEAL l � tL 16 "X!6" GONG. BLOCK COLUMN W/6ROUT FILLED GELL5 ON 24 "X24 "XI6" GONG. PADS HAROLD PILE 39055 9TH AVE ZEPHYRHILLS, FL ADDITIDN DRAWN BY; DATE WYLINE MCMILLAN 04/05/10 O v IND ZONE 11OMPH SHEET I OF 4 N 3 0 9 O v ►� NEW SH 25 DEN RAISE SLAB TO MATCH EXISTING ! r O EXISTING � GL 0 BEDROOM m REMOVE EX15TINO DOOR5 AND FRAME IN OPENING ---- _p REMOVE EXISTING WINDOW - REMOVE EXI57ING 50D, LINTEL TO REMAIN. FRAME IN LINTEL TO REMAIN. OPENING FRAME ARCHED CASED OPENING HARDI- PLANK- SIDINO O\/ER WOOD FRAM I NO AT GABLE END ABOVE MASONRY WALL CITY OF Z(-:PHYRI- ILLS P1 E XA.M1W- -- EX15TINO ROOF ;i -L ti� OR1t SI I.� LL C0�1 �GI1H ALi EV:1ILIXG CODES, FLOIZIDAOILD'.'�'�MOKE DETECTOR 110 V. OUTLET IS SUPPLY DIFFUSER FRONT EL-E \/ATION RETURN $ 3 WAY SWITCH $ STD. SWITCH SURFACE MOUNTED INCANDESCENT FIXTURE 0 SURFACE MOUNTED FLUORESCENT FIXTURE CEILING FAN RE -FRAME OVER 2 EX15TINO OABLE5 TO MAKE ONE GABLE O\/ER CENTER 16 "X16" GONG. BLK. COLUMNS ON NEW PATIO SLAB $ FOOTING NEW ENTRY PORCH PAINTED STUCCO FINISH TO MATCH EX15TINO ELEGTRIGAL NOT55 ARC FAULT CIRCUIT INTERRUPTER AFGI RECEPTACLES IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAY5 OR SIMILAR ROOMSPER 5EGTION 210.12 OF THE NATIONAL ELEGTRIGAL CODE 2008 EDITION, 51N6LE -PHA5E CORD- AND - PLUG- GONNEGTED ROOM AIR CONDITIONERS SHALL BE PROVIDED WITH FACTORY- INSTALLED LGDI OR AFGI PROTECTION. THE LGDI OR AFGI PROTECTION SHALL BE AN INTEGRAL PART OF THE ATTACHMENT PLUG OR BE LOCATED IN THE POWER SUPPLY CORD WITHIN 12 INGHE5 OF THE ATTACHMENT PLUG, OEN. CONTRACTOR TO EVALUATE EX15TINO ELECTRICAL/HVAC AND TIE NEW 5Y57EM INTO EXI57INO F.B.C. PLANS & ENGINEERING SERVICE, INC. 6440 FORT KING RD. ZEPHYRHILLS, FL. 33542 TOLL FREE/ FAX 1(866)824 -7894 F-XI571NO DINING COORD. NEW 51 DE WALK WITH OWNER FLEOR PLAN SCALE 1/4' = I'-0' T. L. HANSON & ASSOCIATES, INC. CONSULTING ENGINEERS ENGINEERING BUSINESS N0. E95830 Post Office Sax 1728 Dade City, Florida 33526 (352) 521 -5848 _ _THOMAS L. HANSON, PE I hereby certify that I have reviewed this plan and found it to be in compliance with design requirements of the Florida Building Code, 2007 edition, including 2009 supplements. SEAL l � tL 16 "X!6" GONG. BLOCK COLUMN W/6ROUT FILLED GELL5 ON 24 "X24 "XI6" GONG. PADS HAROLD PILE 39055 9TH AVE ZEPHYRHILLS, FL ADDITIDN DRAWN BY; DATE WYLINE MCMILLAN 04/05/10 O v IND ZONE 11OMPH SHEET I OF 4 NEA ENTRY PORC MATCH EXISTING SHINGLES 4'' ALUM. FASCIA A /MTL. DRIP EDGE EXI5TIN6 ROOF EXISTING BEAM TO REMAIN PA I t 1X15 REPLACE VV2X4 STUD FRAMING L L.I 1 1.) 1ijL- LI_ SCALE; 1/4' = P -0' .MMM.MM1 F.B.C. PLANS & T. L. HANSON SEAL HAROLD PILE WIND ZONE &ASSOCIATES, INC 110MPH ENGINEERING SERVICE, INC. j found it to be in compliance with design ZEPHYRHILLS, FL 6440 FORT KING RD. I CONSULTING ENGINEERS (� ENGINEERING 8USINESS NO. 185830 SHEET Post 011 requirements of the Florida Building Code, 2007 2 �G ADDITION ZEPHYRHILLS, FL. 33542 ice Box T�ze � � Dodo Cffy, Fiorfdo 33526 edition, including 2009 supplements. k DRAWN BY, DATE Z OF 4 TOLL FREE/ FAX 1(866)824 -7894 (352) szr -seas THOMAS L. HANSON PE WYLINE MCMILLAN 04/05/10 MATCH EXISTING y v REAR ELEVATION SCALE 1/4' = I-0' 1 , „ S HEA R lnA 5GOle: NTS NAILED 6” O.G. TO TOP 8 BOTTOM PLATES ;N/8d NAILS NAILED 12" O.G. W /8d NA L5 2X4 BLOGKINO ALL JOINTS 4" 3000 P51 MONOLITHIC 5LA5 WITH 6 "X6" #10 /10 WWM (OPTIONAL 2500 PSI FI5ERME5H GONG) OVER 6 MIL. POLY VAPOR BARRIER OVER GLEAN COMPACTED, TERMITE TREATED SOIL. o t — ----- — - -� -- a d ",, 1 QD` NAIL FA77ERN ALL WORKMAN5HIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE NATIONAL ELECTRICAL CODE,LOCAL ORDINANCES AND POWER COMPANY REOULATION5. SUBCONTRACTOR SHALL BE LICEN5ED, CARRY ALL APPLICABLE INSURANCE, AND HAVE A CURRENT COUNTY OCCUPATIONAL LICENSE. LUMBER : I. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN A51C BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLE55 OTHERWISE NOTED. 5. SIZES ARE NOMINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD P5 20 -70. 6. M015TURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 11% OR LE55 AT THE TIME OF INSTALLATION, STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL LUMBER AGAINST MA50NRY' OR CONCRETE TO BE PRE55URE TREATED. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (GUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, 4 -PLY GDX PLYND. NAILED W/6D R/5 NAILS 6" O.G. ON EDGES 4 12" O.G. IN F ;ELD. USE �" STEEL PLYGLIPS, #15 FELT AND 50 YR. ARCH. 5HINeiLE5 SIMPSON HIO RAFTER TIE OR EQUAL ® X� EACH RAFTER CONNECTION (405 LB UPLIFT) CONT. VENTILATED 50FFIT 11" ALUM. EAVE DRIP - --� TUDS ® 16" O.G. QVX5" BOLTS 0 24" O.G. TINO 8" BLOCK - TO REMAIN '.T. 5YP PLATE TINO FOOTING / w, BOLTS EVERY 24" FRAME TO CMU 1NALL CONNECTION Sr-,ALE: 1 #5 REBAR GONT, 2X NAILER5 A5 REO'D. .I I 2X P.T. PLATE 51MPSON HETAI6 OR EOJAL INSTALLED PER MANUF. SPECS. 4" 3000 P51 MONOLITHIC- 5LAB WITH 6 "X6" 0 10 /10 WWM (OPTIONAL 3000 PSI FIBERMESH GONG) OVER 6 MIL. I POLY VAPOR BARRIER OVER GLEAN COMPACTED, TERMITE TREATED SOIL. — J (, F O n.�U 24" COLUMN SECTION SCALE: I/2" =1' -0" EXI5TING ROC TRU55E R30 (MIN.) GATT INSULP IN GE RO (MIN.) E INSULATION IN W, }" GDX (OR APPRVL SHEATHING WP7/8" GEMENTITIOU5 FIN15H 15# FELT 4 METAL EXI -�TINt- Fnn FRAME 1�ALL SECTION SCALE: 1/2" = 1' -0" '4GHORED TO SLAB 5 4 5TD. 2" WASHER5, 1 4ING5, 12" FROM O MORE THAN 6' -0" O.G. ATE TIES TOP/BOTTOM HURRI BOLTS WITHIN 12" 4 ® EACH SIDE OF Z OPENINGS )NGRETE SLAB F.B.C. PLANS & t , T. L. HANSON I hereby certify that I have reviewed this Ian and SEAL HAROLD PILE WIND ZONE & ASSOCIATES, INC. y p 39055 9TH AVE IIOMPH ENGINEERING SERVICE, INC. found it to be in compliance with design ZEPHYRHILLS, FL 6440 FORT KING RD. CONSULTING ENGINEERS req uirements of the Florida Buildi Mode, 2007 ff J ADDITION SHEET ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS N0. EB5830 q 9 l ���� - Post Office 1728 Dodo City, Florida edition includin g pp 2009 supp lements. ( Q' T OLL FREE/ FAX 1(866)824 -7894 (352) 521 -5848 THDMAS L. HANSON PE DRAWN BY DATE 3 of a WYLINE MCMILLAN 04/05/10 VINYL BEADBOARD CEILING THICKENED EDGE DETAIL FOUNE�)AT 1 ON NOTES TH15 FOUNDATION PLAN WAS DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF (MIN.) CONTRACTOR MUST VERIFY AND COORDINATE ALL SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION REOUIREMENTS. 2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE - CONSTRUCTION TERMITE TREATMENT. 2X4 5YP RAFTERS ® 16" O.G. ALUM/VINYL FASCIA 2X6 54J5FASGIA 2X4 5YP 57*UD5 ® 16 "O.G. OVER 2X4 5YP PLATE TO FORM KNEEWALL HEADER - DEL, 2X12 S.Y,P. BEAM W/" PLWD. SPACER �" PLYND. SHEARWALL PANEL - NAILED W/BD R/5 NAILS 6" O.G. ON EDGES 4 12" O.G. IN FIELD. SAND STUCCO FIN15H OVER 12 "0 GMU.- FORM GAP AND 5A5E #5 VERT. REINFORCEMENT IN GONT. FILLED CELL W/25" MIN, OVERLAP AND 6" HOOK INTO FOOTING 16 "X16" GONG. ELK. COLUMN l VGROUT FILLED CELL5 ON GONG. FOOTING N/(3) #5'5 CONT. 3 #5 REBAR5 CONT. SPACED 6" O.G. ON 3" HIGH CHAIRS PRF ENGINEERED SES @ 24' O.C. 2X4 TOP PLATE SON RAFTER TIES ROOF PLAN EN STUDS TO TOP PLATE iIMPSON SP2 N JACKS R HEADER TO TOP PLATE MPSON LS7A14 STRAPS X4 JACK FOR S. 6' -D' OR LESS, X4 JACKS FOR S. GREATER THAN STUDS @ 24' O.C. IMPSON SP1 @ TO PT BASE PT 2x4 BASE PLATE PLYND. NAILED AS SHOWN, COMBINED N/HURRI -50LT5 CREATES PERFORATED EXTERIOR SHEAR HALL TYPICAL FRAMING FOR OPENIN05 IN EXT. WALL 5GALE: 114" = I' -O" 2X4 PLATE FASTENED W/ "m ANCHOR BOLT W/2" FLAT WASHER VVMIN. EMBEDMENT 4" INTO BOND BEAM 4' -0" O.G. TYP. 2X4 VERTICAL BRACE ADDED TO EVERY VERT. OVER 4' IN LENGTH, BRACE TO BE MIN. 8095 LENGTH OF VERT. TRUSS MEMBER. FASTEN BRACE TO VERT. W/16d COM. NAILS ® 12" O.G. BOTTOM CHORD OF TRU55 FASTENED TO PLATE W/16d GOM. NAILS 0 12" O.(f,. "CIP ANCHOR BOLT W12" FLAT WASHER W/MIN. EMBEDMENT 4" INTO BOND BEAM ® 4' -0" O.G. TYP. 2X NAILER 2X4X8' LATERAL BRACING CONTINUOUS, O.G. FOR 110 MPH„ 5' -0" O.G. FOR 120 MPH) '-2X4 BLOCK NAILED TO EA. W/4 16d 2" GYP. CEILING BOARD NAILS 71'P. ENS TRUSS 70 MASONRY E, N.T.S. NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. MIN. RIDGE LINE HETA16 - OR ad RING SHANK ® 6" O.G. FIELD, 4" O.G. EDGES HT5M16 SHEAR DIAPHRAGM 10 8d X 1 1/2" a 1 Bd COMMON NAILS ®12" O. G. INTERMEDIATE 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 J 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" U 350 6 8d X 1 1/2" HIO C105 W LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. CAPACITY IOd COMMON NAILS O 6' O.G. FIELD, 4" O.G. EDGE5. HETA16 1805 OR ad RING SHANK ® 6" O.G. FIELD, 4" O.G. EDGES HT5M16 ad COMMON NAILS 2 O EDGES 10 8d X 1 1/2" a 1 Bd COMMON NAILS ®12" O. G. INTERMEDIATE NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. 2X4 DIAO, BRACE (FOL LOA TRU55 MANUF. RECOMMENDATIONS) EXISTING TRUSSES SIMPSON VTG2 VALLEY CLIP OR EOUI V., TYP. SPLICE NEW 2X6 (5YP #2) RAFTERS TO EXISTING GABLE RAFTERS N/24" LAP. NAIL N /I(od NAIE5, 2 EVERY 8" 1 � 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I SIMPSON UPLIFT GONNFGTION = e-HFnul F CONNECTOR CAPACITY FA5TENER5 HETA16 1805 10 IOd X 1 1/2" HT5M16 1045 10 8d X 1 1/2" HTSM20 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 J 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" U 350 6 8d X 1 1/2" HIO C105 W LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 1 1 1 i 1 1 1 1 H� 1 1 1 1 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2X4 DIAO, BRACE (FOL LOA TRU55 MANUF. RECOMMENDATIONS) EXISTING TRUSSES SIMPSON VTG2 VALLEY CLIP OR EOUI V., TYP. SPLICE NEW 2X6 (5YP #2) RAFTERS TO EXISTING GABLE RAFTERS N/24" LAP. NAIL N /I(od NAIE5, 2 EVERY 8" 1 � 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I SIMPSON UPLIFT GONNFGTION = e-HFnul F CONNECTOR CAPACITY FA5TENER5 HETA16 1805 10 IOd X 1 1/2" HT5M16 1045 10 8d X 1 1/2" HTSM20 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 455 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" H8 350 6 8d X 1 1/2" HIO C105 e IOd X 1 1/2" LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 EXI9TINCG ItIDCE; 331-11" I 1 1 I 1 i 1 1 I I I 1 1 I I I NEW G 1 1 I I I 1 I I I wl i 15 :12 jjJI I I Q EXIST GABLE TRUSSES .] 1 1 01 I I I I I I I I I I I X I I I I I I I I I I I SP IGL NEW R I I I I 1 I -- J - T ---- ---------- 13 '1 4 " I -------------- j------- - - - -- J T — 1 -- 1--- ------- - - - - -- I --------- i-- - " s. — � FRAME KNEEWALL ABOVE FOR BEAM BEARING (4) IOd NAILS \— L BRACE GABLE END �2X4X95' LATERAL TRUSS BRAG I NG CONTINUOUS 48" O.G. C A5LE ENI,) E3FAG 1 NC DETA SIMPSON H 10 (OR CONTRACTOR — APPROVED EOUAL)TRUSS ANCHOR (g05LB. UPLIFT RATING) ® ALL RAFTER TO BEAM CONNEGTION5, UNLESS SPECIFIED OTHERWISE F N 7 r n TRUSSES 1 1 1 1 1 1 1 r� 1 � 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i J i 5 :12 I � I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I F I I I I I I Z SP, 1 �� I I I I I I I I I - Ll----- - - - - -- ----------- I I-1 I I -I 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r n TRUSSES 1 1 1 1 1 1 1 r� 1 � 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i J i 5 :12 I � I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I F I I I I I I Z SP, 1 �� I I I I I I I I I - Ll----- - - - - -- ----------- I I-1 I I -I 1 x 1 1 I !'I 512 5112 m �Ipl Ipl � I I I I 1 1 I I 1 II I I � I II I 11 11 IL__J Q L__Ji 1' -4" I. 10' -8" ENGINEERS NETES: BASIC WIND VELOCITY: 110 MPH, 3 SEC GUST IMP, FACTORS 1.0 EXPOSURE CATEGORY :B INTERNAL PRESSURE: +/ -,18 ENCL. C &C DESIGN PRESSURES PER TABLE 1609.6B R = 12,5 / - 4 21 W = 21,8/-29,1 OH= -68,3 ROOF LIVE LOAD 20 PSF /DEAD LD, 10 PSF ROOF PLAN SCALE 1/4' = 1-0' WI I -------- - - - - -- -- Ix I 1 I i I I ------ - - - - -I I "IITr= -- — T - -- QI I I 'i EXIST GABLE TRt 51 - ----- - -r -- I i I XI I U11 I I - - - -- -- - - - - -- 2' -O �EE I 1 I SPL I I —�- ---- - - - - -- -- 3' I I - --------- - - - - -J i -------- ------ - --L -- �— 2X4X8' LATERAL BRACING CONTINUOUS 48" O.G. 2X6 5YP RIDGE BEAM 2X4 5YP #2 RAFTERS 16" O. G. F.B.C. PLANS & f , T. L, HANSON Ihereb ce rtify that Ihidthis pla SEAL HAROLD PILE WIND ZONE & ASSOCIATES, INC. hereby p anan 39055 9TH AVE 110MPH ENGINEERING SERVICE, INC. found it to be in compliance with design ZEPHYRHILLS, FL 6440 FORT KING RD . CONSULTING ENGINEERS 'ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS NO. E95830 q g C 2007 ADDITION req uirements of the Florida Building Post Offtcs Box 1728 edition includin 2 supp lement s A' II J 1 — WYLINE SHEET Dods City, Florida 33526 , g 009 . DRAWN BY DATE 4 OF 4 TOLL FREE/ FAX 1(866)824 -7894 (352) 521 -5348 THOMAS L HANSON PE MCMILLAN 04/05/10 TYP, INTERIOR RAFTER FRAMING -4"