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10-10544
CITY OF.ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 10544 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit #:10544 Issued: 6/21/2010 Address: 388264TH AV Permit Type: NEW SINGLE FAMILY DWELLING ZEPHYRHILLS, FL. Class of Work: 101 -NEW CONST /SFR Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 117,437.10 Total Fees: 11,949.90 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: Date Paid: Parcel Number: 11- 26 -21- 0010 -17800 -0191 Name: CYPRESS BUILDERS ENTERPRISES INC Name: KEYST CHALLENGE FUND INC Addr: 7340 BRIGHTWATERS CT Address: 2005 S FLORIDA AVE NEW PORT RICHEY FL 34652 LAKELAND FL 33803 Phone: (727)848 -2348 Lic: Phone: (863)682 -1025 Work Desc: NEW SINGLE FAMILY HOME 1254 SQ. FT- CREDITS GIVEN FOR PRMT CHARGE BU •IN .6 E - I AL EE 1 8 15 `LU 1 4 EE 80.10 MECHANICAL FEE 56.07 RADON I 12.54 SEWER CONNECTION RESIDEN1 — 2,010.00 WATER CONNECTION RESIDEN1 — 641.00 WATER METER RES 3/4" - 311.25 POLICE IMPACT FEE - 254.00 FIRE IMPACT FEE - 273.00 PUBLIC SAFETY 5% —26.35 PARK FEES SF — 769.56 SCHOOL IMPACT FEE —sfr /100% — 4,828.00 SCHOOL IMPACT FEE -sfr/ 1% —48.28 TRAFFIC IMPACT FEE 99% - 3,595.68 TRAFFIC IMPACT FEE 1% —36.32 `Rnet-e � / i lopc-' sit`- rce &'&ee.,T�. 4 . "" °re I 1 L �ii 3 3 27 7/6/7 ' 11 4 i P ( 4 1- q &¢,any,.: a " f -- 7. a„ - s as s'', , + " et' Flo *TER 2 ■ - •U H PLU : MIS IN ULA I•N ILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE —METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME 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." � p ?i_IPO air 44 le - CONTRAC O RS SIGNATURE PERMIT OFFI • - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO • CALL FOR INSPECTION - 8 I4OUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Dec 07 10 12:09p CypressBuilders 7278453833 p.2 an Z 0 -4 H .. p » AC F- c#, 611:11 M. 0 411.4 N W� W>- - urn. ZW ate VN N A CO CC an p a {i Z t.) Q >- ' a et ,-' he daz N. tt 1-- A LL!I.4t` 401- 11.1 N . a rn z (j _1 1- N. >- W C 0%130 Q os} 1- -tx C)' -J 0:1 1n - W b N N - M Z N O. 1 IZ .o W uI z o i&I Pi) N N tIC 1,1 - • • o' aNV ■-1 1- A N 1- - Zo v►xCie o � 0C oci (.) d 3 (� 1-' )- OUJ 4N t..1aZ Dec 07 10 12:09p CypressBuilders 7278453833 p.1 7340 Brightwaters Ct New Port Richey, FL 34652 Phone 727- 848 -2348 E -mail: cypressbuildersl@yahoo.com Fa x To: City of Zrphyrhills From: Carrie Hulslander Cypress Builders Enterprises, Inc. Fax: (813) 78D-0021 Date: December 7, 2010 Phone: Pages: 1 Re: Driveway permit PERM/T ' DRIVEWAY PERMIT APPLICATION (CONSTRUCTION WITHIN :PUBUC:RIGHT-OF;WAY All information must be completely City.oflephyrhills E335 18 th Street, lephyrhills, 'FL 33542 Telephone 813.780.0000 Fax 813.780.0005 " `7 . •.„ 3-- 7.4`‘ .'3L1 • • 'PRO3ECT/.30BSITE: PROPERTY'OWNER Address: ",I) • - Name: „ - ma r,- 1 • - Unit #: Address: t5. 'T Fiord(' t: Parcel Identification Number: , -MO - Ci State 21. A. 6 /* / Phone: •g/t,',?)-12.445 CONTRACTOR: Company: e l - y p r f , Ztiticfrrs Ft) -ffrierbrS, Lnt Name: 3 ‘YrCire )Aianarr Contractor's License 1 K E-Mall: 6,u t , Phone: Vac) - ct Cell: Fax: 6"731 - 45 3g53Lp (.1e cais eir4_ ARCHITECT/ENGINEER: Name: gm M _•• 11 1 Firm Name: a.* I S Addre S /Sir-1 City: oral v-ity Stat L. Zip: 3 State License #: 4 . Phone: • - 4' Fax: ty - • - MESIlatkpdeinka TYPE OF DRIVEWAY 31 l LENGTH OF DRIVEWAY CULVERTS NEEDED RESIDENTIAL DRIVEWAY /6) --7- TWIDTH OF DRIVEWAY ( ) REINFORCED CONCRETE COMMERCIAL DRIVEWAY R.O.W. PCCAVATION ( ) CORRUGATED MATERIAL PUBLIC ACCESS DRIVEWAY t!DEPTH 4 912 1.- 110 LINEAR FEET ( ) BOX CULVERT ( ) OTHER (EXPLAIN) CONSTRUCTION MATERIAL .CURB CUT REOUIVD ASPHALT YES /No — 7 - CONCRETE HEADWALL REOUIRED? YS %/ NO NOTICE TO APPLICANT: If actual work exceeds scope of this description, additional permits or drawings will be required. UTILITY LOCATIONS REOUIRED:, CALL BEFORE YOU DIG: 1.800.432.4770 Page 1 of 3 ° .il i ticroNL "Vi°14-eow -i E 30 Z aged PM • 9Z "muEf :S'3N1dX3 =moo a Mons IMOD AK (uopeoypuap! � ada 337 Na Id7I - se 11 , - >• pmnpad ao aw oq unnouD! Aleuosiad ( ) s! ;Middy IF a4ea 61 ti_ , flo aroeu61g ueoluLpaj.11wlad 0' 6F- w ` r /1' area L . 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CITY OF / / / / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE DRESS DATE PERMIT, -3 0 1_ U� ti 9- 24 -a / f1f THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. AP 6 f At ai0 al. le , 4.. r �- 2) Ad-er 41min., Cl 6S PM(' ? ? 2. <<t r 0 A . kf ,A . 4 ' log. goy It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 FOR R - INSPECTION or other material, until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR 7_....: , CITY OF / 'NOTICE" / BUILDING 2EPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE ADDRESS DATE PERMIT # 36),(0 if 5 -2,5-1D to flat THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mode before the job will be accepted. 4 D r n ��c ou # • � - -e r 1 4615Ve C7orct ? Dnor °`S S 0 L-0 c rick r) It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve 780 -0020 F - INSPECTION the installation. A OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR "` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 5 -1 612) Contractor/Homeowner: /�' 7 / 05(/ R,e,615 1 Date Received: (3— Site: 3 6024 '" l�1' I / Permit Type: teViS �� kV V, / Approved w /no comments Approved w /the below comments: ❑ Denied w /the below comments: ❑ 3 -, . C./ `1f i✓ `IPP' (' f) is This comment sheet shall be kept with the permit and/or plans. Kalvtn Switze ► ! ans Examiner Date Contractor and/or Homeowner (Required when comments are present) CITY OF / "NOTICE" / BUILDING ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE ADDRESS DATE PERMIT # 3 t -. 2--(/ 4'-1* A e‘' ) 'ID /0 5 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. C40 i , /1)0 tire P t) C. [ n ,drW- f ,51i f 1 be f oc<<fer no ' Zel - I Pi-e, -Pc{ -. It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 FOR RE�lNSPECTION or other material, until the proper inspector has had ample time to approve / the installation. OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR A .> CITY OF / / NOTICE BUILDINGI ZEPHYRHILLS DEPARTMENT OF ADDITION OR CORRECTION DO NOT REMOVE ADDRESS DATE PERMIT f f c21 1 PA - 2 -- - 1- / D 16s41 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. a % v ,5 F C It is unlawful for any Carpenter, Contractor, Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered, any part of the work with flooring, lath, earth 780 -0020 FOR RE -INSP CTION or other material, until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM - 5 PM MON. -FRI. INSPECTOR /7'C. 38826 4TH AVE- (1254 SQ FT)- CYPRESS BUILDERS ENTERPRISE - PREMIT #10544 SQ. FEET PRICE MAIN OR LIVING: 1,254 $ 93.65 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 117,437.10 FEE SHEET $ 534.00 ADDRESS DRIVEWAY $ 30.00 BUILDING: $ 574.68 ELECTRICAL: $ 120.15 PLUMBING: $ 80.10 MECHANICAL: $ 56.07 SUB -TOTAL $ 831.00 RADON: $ 12.54 P JE-t* 7 TOTAL $ 843.54 c SEWER: $ 2,010.00 WATER: $ 641.00 IRRIGATION: $ - TOTAL: $ 2,651.00 see credit WATER METER: $ IRRIGATION METER $ 311.25 3/4 meter - see credit - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - n/a PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 see credit SUB -TOTAL $ 4,359.14I PARK IMPACT FEES $ 769.56 I see credit SIF'S: $ 4,828.00 100.0% $ 4,828.00 1.0% $ 48.28 TOTAL: $ 4,876.28 see credit T I F 'S : $ 3,632.00 see credit 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 13,636.98 I NO CHARGE PERMIT 38826 4TH AVE- (1254 SQ FT)- CYPRESS BUILDERS ENTERPRISE CREDIT WORKSHEET FROM PREVIOUS HOME - PERMIT #10544 SQ. FEET PRICE MAIN OR LIVING: OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ - FEE SHEET ADDRESS DRIVEWAY BUILDING: $ - ELECTRICAL: $ - PLUMBING: $ - MECHANICAL: $ - SUB -TOTAL $ - RADON: $ - TOTAL $ - CREDIT SEWER: $ 2,010.00 CREDIT WATER: $ 641.00 IRRIGATION: $ - 1 - V \A-5 TOTAL: $ 2,651.00 CREDIT METER: $ • IRRIGATION METER $ 311.25 - 'CREDIT FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - n/a PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 CREDIT SUB -TOTAL $ 3,515.60I PARK IMPACT FEES $ 769.56 I CREDIT SIF'S: $ 4,828.00 100.0% $ 4,828.00 1.0% $ 48.28 TOTAL: $ 4,876.28 CREDIT T t F `8 r $ 3,632.00 CREDIT 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 12,793.44 1 TOTAL CREDITS SQ. FEET PRICE MAIN OR LIVING: 1,254 $ 93.65 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 117,437.10 FEE SHEET $ 637 5 01) )) ADDRESS DRIVEWAY $ 30.00 BUILDING: $ 577.74 ELECTRICAL: $ 120.83 PLUMBING: $ 80.55 MECHANICAL: $ 56.39 SUB -TOTAL $ 835.50 RADON: $ 12.54 TOTAL $ 848.04 SEWER: $ 2,010.00 credit $2010 WATER: $ 641.00 credit $641 IRRIGATION: $ - TOTAL: $ 2,651.00 WATER METER: $ 311.25 credit $311.25 IRRIGATION METER $ - I FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 credit $254 FIRE $ 273.00 credit $273 5% $ 26.35 credit $26.35 TOTAL: $ 553.35 SUB -TOTAL $ 4,363.64I PARK IMPACT FEES] $ 769.56 I credit $769.56 SIF'S: $ 4,828.00 100.0% $ 4,828.00 credit $4828 1.0% $ 48.28 credit $48.28 TOTAL: $ 4,876.28 T I F 'S : $ 3,632.50 dreefit $3632 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 13,641.48 • 1&2 Family Dwelling Plan Review Comments 1. F.F.E. Shall be a minimum of 8" above the road elevation and a engineered site plan. 2. Lots shall be graded to comply with R401.3 of the F.B.C.. 3. Compaction test required if 24" or more of fill dirt is brought in at any one place. 4. Tie in survey required before pouring concrete. 5. Driveways require a R.O.W. use permit. 6. All setbacks shall be met. 7. All property markers shall be uncovered and marked at time of first inspection. 8. All A.D.A. requirements shall be met. 9. No electric, plumbing, mechanical, or framing shall be covered without an inspection and approval first. 10. Water heaters shall comply with section P607.3 of the .F.B.0 1 1. Foundation supports for A/C units shall be raised at least 3" above finished grade. M1308.1 12. Return air in all bedrooms. F.B.C. M1620.4 13. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. 14. All glazing requirements are to be in accordance with R308.4 of the F.B.C. 15. All means of egress are to be in accordance with R311 of the F.B.C. 16. "Green gypsum board" shall not be used as a backer in showers or tubs. R702.4.2 F.B.C. 17. Combination -type AFCI breakers are required at all locations requiring a AFCI type breaker. 18. Carbon monoxide alarms will be required in new construction that uses fossil - burning heating or appliances or an attached garage. They shall be installed in accordance with the F.B.C. 19. All plumbing, mechanical, and electrical shall be separate from unit to unit. This includes all underground plumbing and electric. 20. All 2008 N.E.C. Codes will be enforced. 21. "Camper- Resistant Receptacles in accordance with 406.11 of the 2008 N.E.0 22. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure. F.F.E.- Finished Floor Elevation F.B.C- Florida Building Code R.O.W.-Right Of Way A.D.A.- Americans with Disabilities Act CONSTRUCTION WORK CONTRACT NAME OF PROPERTY OWNER: Keystone Challenge Fund JOB ADDRESS: 38826 4 Ave Zephyrhills, Florida 33542 CASE NUMBER: 09 -804 THIS AGREEMENT, made this 18th day of May, 2010, between the Owner, Keystone Challenge Fund, and the Contractor, Cypress Builders Enterprises, Inc.. THIS AGREEMENT becomes effective and binding upon the Contractor and the Owner(s) when the Notice to Proceed is issued. Cypress Builders Enterprises, Inc. Ke stone Challenge Fund Name of Contractor Name of Owner(s) H A'-s a 'ante- _ Signature of Contractor Sig Apr Owner Vim. )! d rt-e Title (if Officer of Corporation) Signature of Owner P.O. Box 1326 New Port Richey, Florida 34656 Address of Contractor .5�1 -ro Date Date The Owner and Contractor Agree as Set Forth Below: ARTICLE 1. - CONTRACT SUM: The Owner shall authorize payment to the Contractor for the performance of the construction work, subject to additions and deductions by approved Change Order, the Contract Sum of One Hundred Ten Thousand, Four Hundred Eight Dollars and 00/100 Dollars ($110,408.00). ARTICLE 2. - THE WORK AND COMPLETION TIME: The Contractor agrees to furnish all labor, materials, equipment, permits, licenses, and services for the proper completion of the above - identified property in accordance with the Bid Documents and Specifications. The Contractor agrees that materials supplied are guaranteed to be as specified. All work shall be satisfactorily completed within one hundred and eighty (180) calendar days after the Notice to Proceed is issued. All work shall be completed in a workmanlike manner according to standard practices. The premises will be unoccupied during the course of construction. gs /construction work contract -1- Revised 8/3/09 ARTICLE 3. - OF COMMENCEMENT: No work shall be commenced by the Contractor until he has received a written Notice to Proceed from the Pasco County Community Development Division. The Notice to Proceed will be issued within thirty (30) days from the date of the Contractor signing this Agreement, or if it is not, the Contractor has the option of withdrawing his bid and proposal. Work shall begin no later than seven (7) days after the Notice to Proceed is issued. If work is not completed within agreed upon time period, Contractor will be penalized Fifty and 00/100 Dollars ($50.00) per day liquidated damages for every normal working day until completion, unless approval for extension has been agreed upon in writing by Owner, Contractor, and the Community Development Division. This provision is contingent upon strikes, accidents, Acts of God, or other events beyond the control of Pasco County and the Contractor. ARTICLE 4. - PAYMENT: The Contractor will be paid according to the draw schedule as stated in the Program Policy Statement for the County's rehabilitation program after the Community Development Division conducts an inspection certifying that the work has been completed according to the contract. Final payment due the Contractor will be made after the Contractor has furnished the Owner, in care of the Community Development Division, satisfactory release of liens or claims for liens by subcontractors, laborers, and material suppliers for completed work or installed materials. All such releases must be notarized. Payments will be made within thirty (30) days of receipt of pay request by the Pasco County Finance Department. ARTICLE 5. - CONTRACTOR'S INSURANCE: The Contractor shall be responsible for all damages to person or property that occur on the job site or adjacent thereto as a result of his fault or negligence in connection with this contract. The Contractor shall, prior to commencing work, furnish evidence of required comprehensive liability insurance. The Contractor shall also furnish evidence of coverage in accordance with Florida Workers' Compensation Laws. ARTICLE 6. - SUBCONTRACTS: All subcontractors shall be bound by the terms and conditions of this contract insofar as it applies to their work, but this shall not relieve the General Contractor from the responsibility to the Owner for the proper completion of all work to be executed under this Agreement, and he shall not be released from this responsibility by any subcontractual agreement he may make with others. The Contractor shall be required to furnish to the Owner and Community Development Division in writing, a list of the names of the subcontractors proposed for the principal portions of the work within ten (10) days of the Notice to Proceed, if requested. The Contractor shall not employ any subcontractor to whom the Owner or the Community Development Division may have a reasonable objection. ARTICLE 7. - GENERAL RESPONSIBILITIES OF THE CONTRACTOR: 7.1 The Contractor shall be licensed and supervise and direct the work using his best skills and attention. 7.2 The Contractor shall provide the Owner and Community Development Division with evidence that he has secured and paid for all Licenses and permits necessary for the proper execution of the work; and, upon completion of the job, shall provide evidence that all work has been inspected and approved by the appropriate building inspectors. 7.3 The Contractor shall not employ on the work any unfit person or anyone not skilled or licensed, if appropriate, in the task assigned to him. 7.4 The Contractor shall be responsible for the acts and omissions of all his employees, and all subcontractors, their agent and employees, and all other persons performing any of the work. gs /construction work contract -2- Revised 8/3/09 7.5 The Contractor shall not assign this contract without written consent of the Owner and the Community Development Division. Any request for assignment must be addressed to the Community Development Division. 7.6 The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by this work. 7.7 The Contractor shall permit the Community Development Division to examine and inspect the construction work under this contract at any reasonable time. 7.8 The Contractor shall furnish the Owner and the Community Development Division with the names, addresses, and telephone numbers of the firms to be contacted for service to the various appliances or other equipment that was installed or repaired under this contract. 7.9 The Contractor shall indemnify and save harmless the County, its agents and employees, and the Owner from liability for any injury or damages to persons or property resulting from the Contractor's prosecution of work pursuant to the provisions of this contract. ARTICLE 8. - GENERAL RESPONSIBILITIES OF THE OWNER: 8.1 The Owner shall permit the Contractor to use, at no extra cost, existing utilities such as light, heat, power, and water necessary for the proper execution and completion of the work. 8.2 The Owner and occupants shall cooperate with the Contractor to facilitate the perfor- mance of the work and are responsible for the removal or protection of rugs, furniture, and clothing, if necessary. 8.3 The Owner and occupants shall be responsible for the proper use and care of the property including all equipment and appliances. 8.4 The Owner shall provide the Contractor with access to the property during normal working hours on normal working days. ARTICLE 9. - GENERAL RESPONSIBILITIES OF THE COMMUNITY DEVELOPMENT DIVISION: 9.1 The Community Development Division shall provide general administration of the contract, but it is understood by all parties that the County is not a party to this Contract. 9.2 The Community Development Division shall make frequent inspections of the work while it is in progress to determine if it is proceeding in accordance with the contract docu- ments. 9.3 The Community Development Division shall have the authority to reject work which does not conform to the contract documents. ARTICLE 10. - CONTRACT DOCUMENTS: This contract consists of the Bid Proposal, the Work Write -Up, including any drawings or plans, the General Bid Specifications, and any insurance policies specified in Article 5 above. gs /construction work contract -3- Revised 8/3/09 ARTICLE 11.'- CHANGES IN THE WORK: Except in an emergency endangering life or property, no change in the work shall be made by the Contractor unless he has received a prior written order signed by the Owner and authorized representatives of the Community Development Division. The contract sum and the contract time may be changed only by Change Order. No extra costs will be paid to the Contractor when he has neglected to properly evaluate the extent of the construction work. ARTICLE 12. - GUARANTEES AND WARRANTIES: The Contractor shall guarantee to correct any work that fails to conform to the contract documents and shall correct such defects due to faulty materials, equipment, or workmanship which appear during the progress of the work or within a period of one year from the date of final inspection and acceptance or such longer periods of time as may be specified by law or by terms of any special guarantees required by the contract documents. The provisions of this Article apply to work done by subcontractors as well as work done by the Contractor. Furthermore, the Contractor shall furnish the Owner, in care of the Community Development Division, with all manufacturers' and suppliers' written guarantees and warranties covering materials and equipment furnished under the contract. ARTICLE 13. - TERMINATION OF CONTRACT BY THE OWNER: If the Contractor defaults or neglects to carry out the work in accordance with the contract documents or fails to perform any provisions of the contract, the Community Development Division or the Owner acting through the Community Development Division may, after seven (7) days' written notice, terminate this contract and finish the work by whatever method he deems expedient. If the unpaid balance of the contract sum exceeds the expense of finishing the work, such excess shall be paid to the Contractor; but if such expense exceeds such unpaid balance, the Contractor shall pay the difference to the Owner or the Community Development Division. ARTICLE 14. - TERMINATION OF CONTRACT BY THE CONTRACTOR: If the Owner fails to perform any applicable provisions of the contract, the Contractor may, upon seven (7) days' written notice to the Owner and the Community Development Division, terminate the contract, and recover from the Owner payment for all work satisfactorily completed and all other such remedies as are otherwise specified by law. ARTICLE 15. - GENERAL CONDITIONS: 15.1 The Work Write -Up shall take precedence over the basic specification and, when in conflict, the material, equipment, or workmanship called for in the "Work Write -Up" will be required. 15.2 The Drawings of floor plans are diagrammatic only, illustrating the general intention of the Owner; they do not show all the work required, exact dimensions, or construction details. 15.3 Specifications and Standards are detailed in a separate booklet available to the Owner and the Contractor from the Community Development Division. 15.4 Workmanship shall be done in accordance with the standards of the several trades known as a "workmanlike manner." 15.5 Materials shall be new, in good condition, and of standard grade unless otherwise agreed in writing before their delivery to the job. 15.6 Repairs shall be made by the Contractor to all surfaces damaged by the Contractor resulting from his or his subcontractor's work under this contract at no additional cost to the Owner. Where "repair of existing work" is called for by the contract, the feature is to be placed in "equal to new condition" either by patching or replacement; all gs /construction work contract -4- Revised 8/3/09 damaged, loose, or rotted parts shall be removed and replaced, and the finished work shall match adjacent work in design and dimension. • 15.7 Bids or Proposals will be submitted at Bidder's risk and the Owner or the Community Development Division reserves the right to reject any or all bids or proposals. 15.8 Building Codes - All work to be done shall be subject to the regulations of local building codes as interpreted by the applicable City or County building department/division whether or not covered by the specifications and drawings for the work. 15.9 Cleanup and removal from the site of all debris and waste materials resulting from his work shall be the responsibility of the Contractor. Materials and equipment that have been removed and replaced as part of the work shall belong to the Contractor and shall be removed from the site. 15.10 Trade Names are used in the basic specification to establish quality and type of material required; exact material to be used on a specific property will be described in the 'Work Write -Up" for the particular property. 15.11 Adjacent Property - When adjacent property is affected or endangered by any work done under this contract, it shall be the responsibility of the Contractor to take whatever steps are necessary for the protection of the adjacent property and to notify the Owner thereof of such hazards. 15.12 Payroll Records of employee's hours worked and wages paid on construction jobs shall be made available to the Community Development Division if requested. 15.13 The Use of Lead -Based Paint on applicable surfaces of any residential structure undergoing Federally assisted construction or construction under any program with Federal assistance is prohibited. Any surface which contains lead -based paint shall be considered an immediate health hazard. 15.14 The recognized amount of the contract is the Proposal page of the Bid, which is signed by the Contractor. The prices that are detailed in the work write -up are for information only. ARTICLE 16. - ARBITRATION: The Contractor and Owner agree, that in cases of apparent irreconcilable differences arising in connection with contract performance or terms of the contract during the progress of the construction, to submit the matter to the Community Development Division for binding arbitration. ARTICLE 17. - LIEN WAIVERS: Contractor agrees to protect, defend, and indemnify the Community Development Division and the Owner from any claims for unpaid work, labor, or materials with respect to Contractor's performance. Final payment shall not be due until the Contractor has delivered to the Owner complete release of all liens for work completed arising out of Contractor's performance or a receipt in full covering all labor and materials for which a lien could be filed or a bond satisfactory to the Owner indemnifying him against any lien. ARTICLE 18. - PROHIBITION OF KICKBACKS: The Contractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest has in any way colluded, conspired, gs /construction work contract -5- Revised 8/3/09 connived, or agreed, directly or indirectly with any other Bidder, firm, or person to submit a collusive or shall Bid in connection with the Contractor for which the attached Bid has been submitted or to refrain from bidding in connection with such contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm, or person to fix any overhead, profit, or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement, any advantage against the Pasco County Community Development Division, or any person interested in the proposed contract; and, The price or prices quoted are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. ARTICLE 19. - INTEREST OF MEMBERS, OFFICERS, EMPLOYEES OF PUBLIC BODY MEMBERS OF LOCAL GOVERNING BODY, OR OTHER PUBLIC OFFICIALS: No member, officer, or employee of Pasco County, or its designees or agents, no member of the governing body of the locality in which the program is situated, and no other public official of such locality or localities who exercises any functions or responsibilities with respect to the program during his tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any contractor subcontract, or the proceeds thereof, for work to be performed in connection with the program assisted under the Agreement. ARTICLE 20. - PROHIBITION OF BONUS OR COMMISSION: The assistance provided under this Agreement shall not be used in payment of any bonus or commission for the purpose of obtaining County approval of the application for such assistance. ARTICLE 21. - LOCAL EMPLOYMENT: To the greatest extent possible, the Contractor agrees to hire, train, and subcontract to individuals and firms that live or are located in Pasco County and the Tampa Bay Area. ARTICLE 22. - MINORITY AND WOMEN BUSINESS ENTERPRISE: To the greatest extent possible, the Contractor agrees that he will, if it is necessary, subcontract work to minority- and women -owned businesses. ARTICLE 23. — SECTION 3: HUD ACT OF 1968: The Section 3 preference requirement applies to any contract in excess of $100,000.00.. The purpose of Section 3 is to ensure that employment opportunities generated by HUD financial assistance, shall to the greatest extent feasible, be directed to low- and very low - income persons, particularly those who are recipients of government assistance for housing and to business concerns that provide economic opportunities to low- and very low- income persons. If this contract is in excess of $100,000.00 the following language is applicable, and shall be included in any subcontracts: Section 3 Clause: All section 3 contracts shall include the following clause (referred to as the Section 3 Clause): 23.1 The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u. Section 3 requires that, to the greatest extent feasible, opportunities for training and employment be given lower- income residents of the project area, and contracts for work in connection with the project be awarded to business concerns, which are located in or owned in substantial part by persons residing in the area of the project. 23.2 The parties to this contract agree to comply with HUD's regulations in 24 Part CFR 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of this contract. As evidenced by their execution of this contract, the parties to this contract certify that gs /construction work contract -6- Revised 8/3/09 they ar.e under no contractual or other impediment, which would prevent them from complying with the Part 135 regulations. 23.3 The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other contract or understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 Clause and shall post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. 23.4 The contractor agrees to include this Section 3 Clause in every subcontract for work in connection with the project and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a finding that the subcontractor is in violation of regulations in 24 Part CFR 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 Part CFR 135. 23.5 The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR Part 135. 23.6 Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. ARTICLE 24. - USE OF DISBARRED CONTRACTORS: The Contractor agrees not to hire, employ, or award subcontracts to, or otherwise engage the services of, any subcontractor during any period of debarment, suspension, or placement in ineligibility status of 24 C.F.R., Part 24. Use of such subcontractors may require the Contractor to repay the County and funds paid to such persons. ARTICLE 25. - HOLD HARMLESS: The Contractor and Owner covenant and agree to indemnify Pasco County and all of its officers and agents from any and all liability, claims, actions, suits, or demands by any person, firm, or corporation for injuries, death, or property damage arising out of or in connection with the work to be performed by the Contractor. ARTICLE 26. - ADDITIONAL WORK: The Owner agrees not to have any other Contractor do any other work on the property during the period of this contract. This does not include the Owner doing work on their own behalf. gs /construction work contract -7- Revised 8/3/09 . PASC'O COUNT O ' 4 DE CITY 1 -AND O' LAKES (813) 521.4274,E Y FLORIDA ' PORT RICH (813) 996 -7341 Ext. 3445 PASC ID A FAX EY (727 Ext. 3445 O COUNTY COMMUNITY (727)834-3450 4IN S NT DIVISION M AIN S SUITE 200 ``ringing U NE W PORT RICHEY, Fl. 34652 Opportunities ,7-lome „ Rehabilitation REgAgILITA T Bid Pro ION PROD RA Proposal for: M Ke stone Challen a F und 38826 4 A ve. Date Due: A Zr h hills — Fl. 1 2010 Case # 09 8 4 l ' 3 3542 Contractor's name: C Address: Y PRESS BUILD P.O. B 1326 E NEW PORT RICHEY FL 346 N TERP1tISES I 56 5 rs 6 myself tamed contractor, _______PROPOSAL I, the undersigned cone a r cto set fob cted the ab ove referenced furnish myself all labor, and I understand the work property; ' equipment, and the extent and write rehabilitatio and having familiarized propose to material to character of the work to be performed, d�ds, and arizrd ADDENDUM T OTAL $ accomplish all work as Plan of the TO M TOTAL 103 4 described in the work n AI ' 2 797 p OPTION #1 106 240 S 4168 r , b r eakdo tsvn of one hundred to thousand work On the attached n i withi w four hundred e' ht doll within seven (7) Calendar waste - up, to form I One Hundred da ys der the this proposal dollars S 110 408 I and Eighty (180 Notice top If bid is ' v '' it h itemized ! Indicate ) calendar days Proceed is issued accept I will co percentag amount that ys after the and will co commence will be Notice to Proceed ' complete the Work i COMMENTS used for profit and overhead for is issued. i allowance items Only lltIALLi 41 Authorized Si / f COTE: This sheet l I gnatur appropriate s must be attached to Title paces in order for wor write-up with the ' k your bid. itemized breakdo OTE; Pasco County CO wns written in their i naccurate totals exceeding my C mmunity Development Division � /JR/ 2 /° an d line items with o will reject bids with l uc� ms with Coun ��rtda' em. no dollar amount. Pr ter coun�,�or 6Qkinced"economicgro grow t4 en . SPEC. DESCRIPTION OF WORK LOCATION COST HOME BUILDERS • UNLESS OTHERWISE NOTED, ALL WORK IN THIS WRITE UP TO FOLLOW THE STANDARDS AND GUIDELINES SET IN BID SPECIFICATIONS, 2010 1 DEMOLITION / REMOVALS Site removals and clearing as required at individual sites. Maintain safe site conditions and install barrier. Remove existing concrete slab. Exterior 2,723 2 FILL DIRT Fill dirt as required for slab elevation. The minimum code height above the crown of the road varies. This to be determined by the building department. Furnish compaction reports for inspections. Exterior 1,280 3 CONCRETE - GENERAL SPECIFICATIONS Concrete in accordance with specifications requirements. Entire House Info Only 4 FOOTINGS Footings - monolithic. Bottom of footing to be 12 below the undisturbed soil, 16" wide at base reinforced with 2 - #5 rebars continuous, with 45 degree taper to 3 1/2" slab thickness. (See plan footing detail) Note: Alternate footing design may be used or, based on site conditions, required by the architect or housing specialist. (See Section A.) Entire House 3,842 7 MASONRY WALLS Masonry columns (8 ") exterior with gypsum wallboard interior finish and stucco the exterior. Reinforce wall cores and lintels per code and plan with #5 rebars continuous. Fill cores and lintels with concrete as shown on the plan. Entire House 6,296 8 CONCRETE SLAB New reinforced concrete slab -on- grade. Fiber mesh reinforcing permitted in lieu of welded wire. Install vapor barrier. (See Plan) Entire House 4,231 11 CARPENTRY — GENERAL SPECIFICATIONS General carpentry. All provisions apply as stated in the 2010 Bid Specs. See complete set of plans. See Plan 1,013 PAGE TOTAL $19,385 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 1 SPEC. DESCRIPTION OF WORK LOCATION COST 19 FLOOR COVERING / CARPET The carpet shall be (30) ounce, stain resistant over a minimum • of inch rebond, FHA approved. The installation shall be in an approved manner. All tack strips, metal accessories, etc., are included in this specification. The carpet shall be first quality and with no seconds will be accepted. Product approval documentation will be provided by the contractor prior to installation. All rooms to be carpeted identically with the exception of the Kitchen, Baths, interior Washer/Dryer area. Entire House 1,630 22 FLOOR COVERING / CERAMIC Install new ceramic tile floor. Assume cost of tile to be installed Kitchen 2,832 at $2.00 per sq. foot of area. Color to be selected by the owner. All Bathrooms Laundry Room Foyer 25 BASE & SHOE MOLDING Install new wood base and shoe molding on all walls in newly floored areas. When new base is installed over flooring, no shoe is required. All carpeted walls does not require shoe molding. All base and shoe to be primed on the back before installing. (Colonial style) Entire House 1,932 26/27 WALL FRAMING SPECIFICATIONS -NEW STUD WALLS Build new interior walls as shown on the plan and specified in the 2010 Bid specs. Furr exterior walls with 1X2 pressure treated over the insulation board @ 16" O.C. New interior walls to be 2x4 @ 16" on center. See Plan 5,166 29 ROOF FRAMING- GENERAL SPECIFICATIONS Roof framing and sheathing, as submitted and stamped by a licensed engineer, if trusses are used, installed as shown on the plan. All roof framing tied to walls with hurricane clips per SBC or IBC as called out on the floor plan. All sheathing to be 1/2" 4 ply CDX plywood. Entire House 9,244 31 ATTIC VENTILATION Furnish and install ridge vents at all peaks. Exterior 371 PAGE TOTAL 21,175 CUM TOTAL 40,560 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 2 SPEC. DESCRIPTION OF WORK LOCATION COST • 33 HIGH IMPACT WINDOWS Install new high impact white vinyl single hung windows insulated • complete with screens, as shown on the plan. Product approval must Exterior be submitted by the contractor at contract signing. Entire House 1,389 Egress windows (one per bedroom to meet code), can be high impact vinyl frame insulated single hung, slider, single hung with hinged door, or casement to meet the exit fire code. The windows to be high Exterior impact white frame with screen. See plan. Entire House 927 36 EXTERIOR DOORS Furnish and install new doors to meet the wind code. The door frame to be composite material and a fiberglass door. The owner to select the design of the door. The cost of the doors with lever lock set is listed below. Front door- Cost $350.00 Rear door- Cost $250.00 Garage walk thru door — Cost $250.00 Exterior 1,270 44 EXTERIOR SIDING — MASONRY FINISH Concrete block exterior finish -masonry finish per specs and plan. Exterior 3,880 45 SOFFIT AND FASCIA Enclose all soffit with vented aluminum and enclose all fascia boards with new wood grain aluminum baked finish. Soffit and fascia to be white. Entire House 1,296 48 GUTTERS AND DOWNSPOUTS Install new 6 " seamless gutters and proper number of downspouts at all eaves where water runoff from the roof occurs. White. Leaders and downspouts to be 3" X 4" with splash blocks included in price. Entire House 1,015 50 ROOFING - GENERAL SPECIFICATIONS ROOFING - FIBERGLASS SHINGLES Install a new 30 year dimensional shingle roof per all requirements of the specifications and applicable codes. Shingles to be Tamko Heritage 30 or equal. The secondary water barrier is peel and stick over plywood before the shingles. The contractor to submit the roofing inspection affidavit upon the completion of the project. Entire House 5,100 PAGE TOTAL 14,877 CUM TOTAL 55,437 LATE: 05/13/10 Keystone Challenge Fyn& Case # 09 -804 PAGE: 3 SPEC. DESCRIPTION OF WORK LOCATION COST • 50/51 ROOFING- GENEIIAL SPECIFCATIONS - CONTINUED Contractor to notify the Housing Specialist at the time of the roof • installation so pictures, of the substrate and water barrier installation, can be taken to verify compliance of specifications. Failure to notify could result in the roofing being rejected. Information Only 0 54 WALL INSULATION In all new exterior walls, install insulation as required to achieve R -11 in frame walls and R -5 on masonry walls See Plan 1,065 55 CEILING INSULATION Install insulation to achieve R —30 in pitched roof areas. Entire House 1,000 58 INTERIOR WALL AND CEILING FINISH- DRYWALL Install new 1 /2" drywall on all walls and finish. The ceiling to get ceiling drywall to code and finish. The walls to get orange peel and ceiling knock down ready for paint. Include garage ceiling and framed walls. Install Wonderboard on all shower and tub walls. Interior 4,240 62 INTERIOR WALL FINISH - CERAMIC TILE (THIN SET) Furnish and install new Wonderboard surround at tub to ceiling, and install new ceramic tile. Color to be selected by the owner. All Bathrooms 1,057 63 FIXTURE SET Furnish and install a new ceramic fixture set. Color to be selected by the owner. All Bathrooms 85 66 ATTIC ACCESS Install a ceiling access panel to minimum clearing opening of 22" X 36 ". Provide cover, and trim opening. Garage 45 68 INTERIOR DOORS Furnish and install a new solid core panel door, frame, colonial trim, and lever lock set to match the design of the interior doors. Garage/Liv. Area 309 Furnish and install new pre -hung hollow core panel door and lever lockset set complete. See plans. All hardware- antique brass. All Interior Doors 800 Furnish and install new hollow core bi -fold panel doors. See plan. All Closet Doors 277 PAGE TOTAL $8,878 CUM TOTAL $64,315 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 4 SPEC. DESCRIPTION OF WORK LOCATION COST - 71 STORM DOOR - ALUMINUM Furnish and install a new pre -hung storm door with metal jamb, lock, and closer. Larson or equal in quality. ($250.00) Front Entry 313 72 GARAGE DOOR AND FRAMING Install a new sectional overhead door to meet the current codes. Furnish and install garage door opener to meet the weight of the door. Furnish two openers and one wall mounted controller. Garage 1,065 73 CABINET - VANITY Install wood vanity with cultured marble top and integral lavatory. Vanity to meet the 2010 bid specs for wood cabinets. See plan. All Bathrooms 794 74 CABINET MEDICINE Supply and install new recessed mounted mirrored medicine cabinet per plan. Furnish and install three (3) feet high by the width of the vanity mirror. Bathrooms 187 75 CABINETS - KITCHEN/ COUNTER TOP Install new kitchen wood cabinets and counter tops with plastic laminate backsplashes. Wood doors to be raised panel doors. See plans for kitchen cabinets lay out. Owner to select the color of the cabinets. Kitchen 2,578 77 CLOSETS Install white metal vented shelving in all closets. See plan. Interior 457 78 ELECTRICAL Install a new 150 Amp. service entrance. If the electrical power has to enter the house, other than the garage location, supply the power to the electrical panel box to code. Garage 1,300 Provide temporary electrical services through the completion of work. Permanent electrical service will not be established until after completion of the work however , this work write -up requires the work of preparing to code all existing electrical components including a power and meter box satisfactory to Power Company requirements for service hook -up. Entire House 350 PAGE TOTAL $7,044 CUM TOTAL $71,359 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 5 SPEC. DESCRIPTION OF WORK LOCATION COST 78 ELECTRICAL- CONTINUED Install all required rough and finished electrical work including all , indicated wall switches, outlets, and required wiring for lights. All switches, outlets and cover plates to be white. See plan. Entire House 4,582 Purchase and install all new light fixtures and ceiling fans. This an allowance item. Entire House $800.00 79 H.V.A.C. Install a new central heat pump heating and air conditioning system 2 1/2 tons, complete with all new ductwork, all controls and electrical. (minimum SEER required - 15.0) 10.0 KW heat strip. The tonnage to be determined by the mechanical subcontract. Install condensing unit set on a concrete (or equal) pad. Include returned air grills in all rooms shown on the plan. Entire House 6,000 Furnish and install a ConsERV high Enthalpy Energy Recovery filter to be installed in the air handler. The filter to be compatible to the unit size. Entire House 824 80/81 PLUMBING - GENERAL SPECIFICATIONS PLUMBING FIXTURES Rough and finished plumbing work including all fixtures indicated on the plans. Work includes rough -in and connections for a cloths washer, a forty gallon electric water heater and two outside hose bibs. All work and fixtures to meet the 2010 Bid Specs. Entire House 5,500 Make all necessary utility connections to the new house. Entire House 305 82 MAJOR APPLIANCES Install a new free standing stove, refrigerator, micro wave range hood, and dishwasher. All appliances to of the same brand. Refrigerator to be 21 cubic feet and the stove a glass top. This is an allowance item. Kitchen $2,200.00 85 PEST EXTERMINATION Treat the house for termite protection and supple home owner the warranty. (one year) Entire House 530 86 PAVING OF DRIVEWAY(S), WALKWAY(S), AND PARKING AREA(S) Install a new concrete driveway and sidewalks. Exterior Allow. $2,000.00 PAGE TOTAL 22,741 CUM TOTAL 94,100 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 6 SPEC. DESCRIPTION OF WORK LOCATION COST 87 PAINTING- GENERAL SPECIFICATIONS Paint the interior one color per specs. Base and trim to be a second color selection. Bathrooms Laundry and Kitchens to be semi - gloss. • Walls to be satin enamel. Trim to be semi - gloss. Interior 1,495 Paint the entire exterior of the house including all exposed wood, concrete, stucco, masonry and ferrous metal. All newly installed wood shall receive one coat of primer or undercoat and two coats of semigloss paint. Color to be selected by owner. Include the garage floor. Exterior 1,495 88 LANDSCAPING Install landscaping in the front yard. Front Yard Allow. $ 500.00 Install sod and/or seeding. Exterior Allow. $2,000.00 90 MAIL BOX Furnish and install a new mail box. Exterior 125 92 MISCELLANEOUS Include all costs for clean-up and required insurances, including 3,728 Builders Risk insurance. PAGE TOTAL 9,343 Total for model home 3 Bedroom/2 Bath, Custom Elevation TOTAL 103,443 LATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 7 •SPEC. DESCRIPTION OF WORK LOCATION COST ;CTION A — ADDITIONAL WORK REQUIRED TO COMPLETE PROJECT THE FOLLOWING ADDITIONAL WORK MAY BE ADDED OR REQUIRED AT CERTAIN SITES. SUBMIT THE FOLLOWING ITEMS TO BE ADDED TO THE PROJECT FOR A TOTAL COST. 91 HOMEOWNER STATE HOUSING INITIATIVES PARTNERSHIP FOR NEW CONSTRUCTION ENERGY STAR - REQUIRMENTS Furnish and install energy star requirements, SHIP and HOP. Entire House 0 Permits and fees Entire Project 1,172 Tree trim as directed by the housing specialist.. Allowance House Location $ 200.00 If deed restrictions or codes require underground electric service, the added cost of this service. Entire House 0 The base price includes connecting to the city water with a meter. If a well is needed, the cost will be including all permits, fee, connections, and equipment. Entire House Allow N/A The base price includes connecting to the city sewer. If a septic system is needed, the cost for this including permits and equipment. Entire House Allow N/A Monolithic footings as indicated are assumed. Added cost for stem wall and spread footings, if required by site conditions. Entire House N/A Demo the existing structure Entire Structure N/A Surveys for permitting/final as built/elevations /site plan/layout/tie -in Entire Project 824 Drainage or site engineering. Entire Project 0 Final Fill Dirt/Grading/Compaction Entire Project Allow. $ 500.00 Shower doors. Bathrooms 575 Upgrade air condition system to 16 SEER Entire house N/A Furnish chemical toilet as required by the Building Department. Entire Job 600 PAGE TOTAL 3,871 DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 8 SPEC. DESCRIPTION OF WORK LOCATION COST _ Install ceramic tile flooring in lieu of vinyl or carpet - Kitchen, Hall, etc. • Note what rooms to be ceramic tiled. N/A Furnish and install concrete patio as shown on the plans for option #1. Exterior (back yard) PAGE TOTAL $297 CUM TOTAL $4,168 TOTAL COST OF SEVEN SPRINGS MODEL HOME, ELEVATION A, OPTION #1, AND ADDITION ITEMS TO MEET SITE CONDITIONS AND EXTRAS. PROJECT TOTAL $107,611 A COMPLETE SET OF PLANS CAN BE PURCHASE AT PASCO BLUEPRINT, INC., 5326 Main Street, New Port Richey, Florida. The telephone number is 727 -847 -1251. The person to talk to is Heather Denette, and the Fax number is 727 - 845 -4366. DATE: 05/13/10 Keystone Challenge Fund- Case # 09 -804 PAGE: 9 PASCO COUNTY COMMUNITY DEVELOPMENT ADDENDUM #2 TO BID SPECIFICATIONS NAME: Keystone Challenge Fund DATE: May 13, 2010 38826 4 Ave. CASE # 09 -804 Zephyrhills, Florida 33542 DUE DATE: May 13, 2010 SPEC # DESCRIPTION OF WORK LOCATION COST 86 PAVING OF DRIVEWAYS(S), WALKWAY(S), AND PARKING AREA(S) Install a new concrete driveway, landings, and sidewalks. Exterior 1,765 (This will not be an allowance item.) 87 LANDSCAPING Install sod on the entire lot. Exterior 330 (This will not be an allowance item) SECTION A- ADDITIONAL WORK REUIRED TO COMPLETE PROJECT Final Fill Dirt/Grading/Compaction (Will not be an allowance item.) Entire project 702 Addendum Total $2,797 THE NEW BID DATE IS MAY 13, 2010, AT 2:00 P.M., AT PASCO COUNTY COMMUNITY DEVELOPMENT OFFICE, 5640 MAIN STREET, SUITE 200, NEW PORT RICHEY, FLOIRDA. THE NEW SITE PLAN CAN BE PURCHASE AT PASCO BLUEPRINT, INC., 5326 MAIN STREET, NEW PORT RICHEY, FL. (727) — 847 -1251. Heather Denette. GR/EP /JR Pagel of 1 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: The Seven Springs Keystone Challenge 1254 Builder Name: Pasco County � r h` ,� Street: 38826 4th Ave. Permit Office: 64. o f Z LN City, State, Zip: Zephyrhills , Fl , 33542- Permit Number: (06 Owner: Jurisdiction: (e 1 ( ‘a 0 Design Location: FL, Tampa 1. New construction or existing New (From Plans) 9. Wall Types (1154.7 sqft.) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=5.0 974.67 ft b. Frame - Wood, Adjacent R =11.0 180.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types (1254.0 sqft.) Insulation Area 6. Conditioned floor area (ft 1254 a. Under Attic (Vented) R =30.0 1254.00 ft b. N/A R= ft 7. Windows(90.3 sqft.) Description Area c. N/A R= ft a. U- Factor: Sgl, U =0.47 90.33 ft SHGC: SHGC =0.36 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 324 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 23.6 kBtu/hr SHGC: SEER: 15 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U- Factor: N/A ft2 HSPF:8.8 SHGC: 14. Hot water systems 8. Floor Types (1254.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1254.00 ft EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Glass /Floor Area: 0.072 Total As -Built Modified Loads: 27.52 PASS Total Baseline Loads: 35.26 I hereby certify that the plans and specifications covered by Review of the plans and ; • � • ., • • this calculation are in compliance with the Florida Energy specifications covered by this � _ . Code. calculation indicates compliance - ' ` ` . As �J v ry I C �c with the Florida Energy Code. ? /....10, o - so„ e 1. PREPARED Y t l/� ` Before construction is completed v • DATE: f . 1 - , 1 . 1 ( C? this building will be inspected for 0 a compliance with Section 553.908 ° Florida Statutes. 1 '�"� �' I hereby certify that this building, as designed, is in compliance '•. ..... . 4 with the Florida Energy Code. �' •• OD WE • .• OWNER /AGENT: BUILDIN OFFICIAL: / DATE: DATE: 4 '.2-ft) - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 5/24/2010 10:27 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: The Seven Springs Keystone Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1254 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Pasco County Rotate Angle: 0 Street: 38826 4th Ave. Permit Office: Cross Ventilation: County: Pasco Jurisdiction: Whole House Fan: City, State, Zip: Zephyrhills. , Family Type: Single- family Fl , 33542 - New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Tampa FL TAMPA_INTERNATI 2 39 91 75 70 645.5 54 Medium FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 122 ft 0 1254 ft 0.5 0 0.5 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1358 ft 0 ft Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1254 ft N N CEILING ✓ # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1254 ft 0.11 Wood WALLS / Cavity Sheathing Framing Solar V # Ornt Adjacent To Wall Type R -Value Area R Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 149.3333 0 0.60000002 2 W Exterior Concrete Block - Int Insul 5 244 ft 0 0.60000002 3 S Exterior Concrete Block - Int Insul 5 320 ft 0 0.60000002 4 E Exterior Concrete Block - Int Insul 5 261.3333 0 0.60000002 5 N Garage Frame - Wood 11 160 ft 0.23 0.01 6 W Garage Frame - Wood 11 20 ft 0.23 0.01 5/24/2010 10:27 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt • Door Type Storms U -Value Area 1 N Insulated None 0.400000 20 ft 2 S Insulated None 0.400000 20 ft 3 N Insulated None 0400000 20 ft WINDOWS Orientation shown is the entered, asBuilt orientation. / Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) Yes 0.47 0.36 N 15 ft 1 ft 4 in 0 ft 8 in HERS 2006 None 2 N Metal Single (Clear) Yes 0.47 0.36 N 11.33333 4 ft 3 in 0 ft 8 in HERS 2006 None 3 S Metal Single (Clear) Yes 0.47 0.36 N 45 ft 1 ft 4 in 0 ft 8 in HERS 2006 None 4 S Metal Single (Clear) Yes 0.47 0.36 N 10 ft 1 ft 4 in 1 ft 0 in HERS 2006 None 5 E Metal Single (Clear) Yes 0.47 0.36 N 9 ft 1 ft 4 in 0 ft 8 in HERS 2006 None INFILTRATION & VENTING V - - -- Forced Ventilation - - -- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1184 7.08 65.0 122.3 0 cfm 0 cfm 0 0 GARAGE ✓ # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 508 ft 508 ft 66 ft 8 ft 1 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15 23.6 kBtu /hr 708 cfm 0.75 sys #1 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.8 24 kBtu /hr sys#1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 5/24/2010 10:27 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS V - -- Supply - -- — Retum — Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 324 ft Attic 108 ft Default Leakage Garage (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X Jan X Feb rX Mar Apr X May X Jun Jul X Aug X Sep rX Oct X Nov X Dec Heating ( X Jan X Feb X Mar rC X Apr X May X Jun L X X Jul t X Aug X Sep f X Oct l X Nov X Dec Venting X Jan X Feb [lX Mar X Apr X May X Jun X Jul X Aug X Sep [lX Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/24/2010 10:27 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compl Checklist Residential Whole Building Performance Method A - Details ADDRESS: 38826 4th Ave. PERMIT #: Zephyrhills, FI, 33542 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by an residences.) COMPONENTS SECTION REQUIREMENTS CHECK _ Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. 5/24/2010 10:27 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 4 ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. • • 38826 4th Ave., Zephyrhills, FI, 33542- 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Sin le family or multiple family Sin le famil a. Concrete Block - Int Insul, Exterior R =5.0 974.67 ft g y p y g y b. Frame - Wood, Adjacent R =11.0 180.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1254 a. Under Attic (Vented) R =30.0 1254.00 ft b. N/A R= ft 7. Windows" Description Area c. N/A R= ft2 a. U- Factor: Sgl, U =0.47 90.33 ft2 11. Ducts SHGC: SHGC =0.36 b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 324 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 23.6 kBtu /hr SHGC: SEER: 15 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft2 HSPF: 8.8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1254.00 ft EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building , S Construction through the above energy saving features which will be installed (or exceeded) 0� ..... . ) in this home before final inspection. Otherwise, a new EPL Display Card will be completed y w° ' ;;, ° ,! ` , y ', ';, .�� s+ : based on installed Code compliant features. `u",k ` f•,;••�'„ . = Builder Signature: �(�j J� �{ j j (yf'r Date: 5 -c7L -! Q 10 (1, n Address of New Home: Oa /6 40-Ave • City /FL Zip: h �1. 5 co `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 . Residential System Sizing Calculation Summary Project Title: 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- 5/24/2010 Location for weather data: Tampa, FL - Defaults: Latitude(27.97) Altitude(10 ft.) Temp Range(M) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(56qr.) Winter design temperature(MJ8 99 %) 40 F Summer design temperature(MJ8 99 %) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 30 F Summer temperature difference 20 F Total heating Toad calculation 17158 Btuh Total cooling load calculation 19646 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 139.9 24000 Sensible (SHR = 0.75) 119.2 17700 Heat Pump + Auxiliary(0.0kW) 139.9 24000 Latent 122.9 5900 Total (Electric Heat Pump) 120.1 23600 WINTER CALCULATIONS Winter Heating Load (for 1254 soft) ,W;ntlewe« %) Load component Load Ducte(2o %) Ceengs(7 %) Window total 90 soft 1274 Btuh Wall total 1004 sqft 3788 Btuh Door total 60 sqft 720 Btuh Ceiling total 1254 soft 1198 Btuh Floor total 1254 sqft 4319 Btuh 4Yelb(22 %) Infiltration 75 cfm 2482 Btuh Duct loss 3377 Btuh Subtotal 17158 Btuh Doorai ..%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 17158 Btuh Fbors(25 %> SUMMER CALCULATIONS Summer Cooling Load (for 1254 soft) Load component Load Window total 90 soft 1307 Btuh Wall total 1004 sqft 2081 Btuh Door total 60 soft 744 Btuh Ceiling total 1254 soft 1797 Btuh LatentinterneUl1 %) ■nn°e" "11 %) Floor total 0 Btuh Ceungat.9 %) Infiltration 38 cfm 846 Btuh Internal gain 3720 Btuh Duct gain 4351 Btuh ^t.Gen (79 %) ,held( „ %) Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh DoomA %) Total sensible gain 14846 Btuh Latent gain(ducts) 1136 Btuh mint 02%) Latent gain(infiltration) 1464 Btuh Latent gain(ventilation) 0 Btuh Ducte23 %) Latent gain(internal /occupants /other) 2200 Btuh Total latent gain 4800 Btuh TOTAL HEAT GAIN 19646 Btuh EnergyGauge® System Sizing + n 8th Edition PREPARED B : 1\� _ DATE: I. 1 MAkUIRL ~ EnergyGauge® / USRFZB x2.8 System Sizing Calculations Winter Residential Load - Room by Room Component Details Project Title: 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- Building Type: User 5/24/2010 Reference City: Tampa, FL (Defaults) Winter Temperature Difference: 30.0 F (MJ8 99 %) i, a y 'o-. e C. S! 1 ...„ j(;1 :R ;: c opE „!, 1 r , ' 44 4 -- �q j - • i £ kx - , 1 x ': Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 1, NFRC 0.36 Metal 0.47 N 15.0 14.1 212 Btuh 2 1, NFRC 0.36 Metal 0.47 N 11.3 14.1 160 Btuh 3 1, NFRC 0.36 Metal 0.47 S 45.0 14.1 634 Btuh 4 1, NFRC 0.36 Metal 0.47 S 10.0 14.1 141 Btuh 5 1, NFRC 0.36 Metal 0.47 E 9.0 14.1 127 Btuh Window Total 90.3(sqft) 1274 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav /Sh) 1 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 103 3.95 407 Btuh 2 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 244 3.95 963 Btuh 3 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 245 3.95 967 Btuh 4 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 252 3.95 996 Btuh 5 Frame - Wood - Adj (0.095) 11.0/0.0 140 2.85 398 Btuh 6 Frame - Wood - Adj (0.095) 11.0/0.0 20 2.85 57 Btuh Wall Total 1004(sqft) 3788 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.400) 20 12.0 240 Btuh 2 Insulated - Exterior, n (0.400) 20 12.0 240 Btuh 3 Insulated - Garage, n (0.400) 20 12.0 240 Btuh Door Total 60(sqft) 720Btuh Ceilings Type /Color /Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic /L/Shing (0.032) 30.0/0.0 1254 1.0 1198 Btuh Ceiling Total 1254(sqft) 1198Btuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 122.0 ft(perim.) 35.4 4319 Btuh Floor Total 1254 sqft 4319 Btuh Zone Envelope Subtotal: 11298 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.45 10032 1.00 75.2 2482 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0- Attic) (DLM of 0.245) 3377 Btuh Zone #1 Sensible Zone Subtotal 17158 Btuh EnergyGauge® / USRFZB v2.8 Page 1 • Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- Building Type: User 5/24/2010 ; rw sq ' b`'w,kuw�' +1�.u�. aka r` r i t w 1 i .� � i "�'1 r f : ,� st G h +'^ v, 1 r a a i d ' n Subtotal Sensible Heat Loss 17158 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 17158 Btuh y :. c. h f� a:s Y r 1. Electric Heat Pump # 24000 Btuh Prtgrrmi Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManualJ Heat Transfer Multiplier) MA) URL Version 8 EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- 5/24/2010 Reference City: Tampa, FL Temperature Difference: 20.0F(MJ8 99 %) Humidity difference: 56gr. Et . o rtyaio ` 1 ,� -, :. 22 1_, - :::- e 4¢r n� q 0 1 s 1 i ) �p � t s3V n � G� ? L °,. ? . .� ' t^.d!�a ' #" r --°I '�4f "'� ,r , � 1 6,1 "' 's `, ,`sm.,. ^- N 1 i - *° ��m.4�.-.,c ^.a.S ��: ur u,. s: a;^ z; lsacmzn .c:.'�,kce:sM�s.- ,.;a...� < ' wa?s,:' � � �..:: �" -�'� . Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.36, 0.47 B -L No N 1.3ft 0.7ft 15.0 0.0 15.0 13 13 193 Btuh 2 1 NFRC 0.36, 0.47 B -L No N 4.3ft 0.7ft 11.3 0.0 11.3 13 13 146 Btuh 3 1 NFRC 0.36, 0.47 B -L No S 1.3ft 0.7ft 45.0 45.0 0.0 13 15 580 Btuh 4 1 NFRC 0.36, 0.47 B -L No S 1.3ft 1.0ft 10.0 10.0 0.0 13 15 129 Btuh 5 1 NFRC 0.36, 0.47 B -L No E 1.3ft 0.7ft 9.0 1.3 7.7 13 31 259 Btuh Window Total 90 (sqft) 1307 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Concrete BIk,Holiow - Ext 0.13 5.0/0.0 103.0 2.1 217 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 244.0 2.1 514 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 245.0 2.1 516 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 252.3 2.1 531 Btuh 5 Frame - Wood - Adj 0.09 11.0 /0.0 140.0 1.9 266 Btuh 6 Frame - Wood - Adj 0.09 11.0 /0.0 20.0 1.9 38 Btuh Wall Total 1004 (sqft) 2081 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 12.4 248 Btuh 2 Insulated - Exterior 20.0 12.4 248 Btuh 3 Insulated - Garage 20.0 12.4 248 Btuh Door Total 60 (sqft) 744 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1254.0 1.43 1797 Btuh Ceiling Total 1254 (sqft) 1797 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1254 (ft perimeter) 0.0 0 Btuh Floor Total 1254.0 (sqft) 0 Btuh Zone Envelope Subtotal: 5929 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.23 10032 1.00 38.5 846 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 2800 3720 Btuh Sensible Envelope Load: 10495 Btuh Duct load Average sealed, Supply(R6.0 Attic), Retum(R6.0 - Attic) (DGM of 0.415) 4351 Btuh Sensible Zone Load 14846 Btuh EnergyGauge®/ USRFZB v2.8 Page 1 • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate :FL_TAMPA_INTERNATIONAL_AP 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- 5/24/2010 EnergyGauge® / USRFZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate :FL_TAMPA_INTERNATIONAL_AP 38826 4th Ave. The Seven Springs Keystone Challenge 1254 Zephyrhills, Fl 33542- 5/24/2010 Sensible Envelope Load All Zones 10495 Btuh Sensible Duct Load 4351 Btuh Total Sensible Zone Loads 14846 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 14846 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 1464 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1136 Btuh Latent occupant gain (4 people Qa 200 Btuh per person) 800 Btuh Latent other gain 1400 Btuh Latent total gain 4800 Btuh TOTAL GAIN 19646 Btuh 1. Central Unit # 23600 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) hearrerd - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or HalfO) (Ornt - compass orientation) MRS U €� Version 8 EnergyGauge® / USRFZB v2.8 Page 3 II lF • City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: C' y / Z ° 5S ,BU I /6/&s ke1 ri e_ �' C, ` l� Date Received: 5'2 - /0 Site: 38824 $'L Permit Type: /i S h611 -€., g Approved w /no comments: ❑ Approved w /the below comments: y Denied w /the below comments: ❑ See 0-4-0 t-Fr. .vyrt This comment sheet shall be kept with the permit and/or plans. f t) Kalvin Swi - er ans Examiner Date Contractor and/or Homeowner (Required when comments are present) Pasco County Parcel: 11- 26 -21- 0010 - 17800 -0191 001 Page 1 of 1 Data Current as Of: II Weekly Archive - Saturday, May 29, 2010 Parcel ID I 11- 26 -21- 0010- 17800 -0191 (Card: 001 of 001) Classification 00 - Vacant Residential Mailing Address Final _2009 Value KEYSTONE CHALLENGE FUND INC Ag Land $0 2005 S FLORIDA AVE Land $26,103 LAKELAND FL 33803 -2657 Building $22,168 Physical Address Extra Features $519 38826 4TH AVE ZEPHYRHILLS FL 33542 -4600 Market Value $48,790 Legal Description (First 4 Lines) Assessed (Non - School Amendment 1) $48,790 See Plat for this Subdivision . '" Taxable Value $48,790 CITY OF ZEPHYRHILLS PB 1 PG 54 EAST 1/2 OF LOTS 19, 20,21 & 22 & THE NORTH 1/2 OF THE EAST 1/2 OF LOT 18 BLOCK 178 Land Detail (Card: 001 of 001) I Line II Use IlDescription° Zoning 11 Units II Type 11 Price II Condition II Value I 1 II 0100 II SFR II 00R2 II 8,400.00 II SF II $3.06 11 1.00 II $25,704 I I 2 II 0100 II SFR II 00R2 II 1,050.00 II SF II $0.38 II 1.00 II $399 I Additional Land Information Acres II 0.22 II Tax Area II 30ZH II FEMA Code II X ( °Residential Codell ZHLHLP2 Building Information (Card: 001 of 001) I Unimproved Parcel 01 - Single Family Residential Extra Features (Card: 001 of 001) Line II Description Year II Units II Value I 1 II UDU -M 2000 0 1 II $519 I Sales History Previous Owner PASCO COUNTY I Year II Month Book /Page II Type II Amount I 2009 II 10 8188 / 1965 II WD II $61,100 I 2008 II 12 7988 / 0485 II I II $0 1995 II 11 3499 / 1486 0 WD 11 $29,000 I http: // appraiser. pascogov .com /search/parcel.aspx ?sec =11 &twn= 26 &rng=21 &sbb= 0010 &bl... 6/3/2010 1> L714-3 c, c--)4 54 0 fl! 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La 1 _, ▪ N fA ▪ Os 171 tr) . - I-1 __ ' -7,..,, •:' '4.-i'' -- '-=--- c• Z (11t fl 70 -1 _ 0 1 , so co os 0 0 RI < -. --- • ss. tv 1 to CI Z I-. Ts. 1-1 0 33. -11-1111 t-. -1 10 -1 73 CI _ N. 171 > 7C 11 3:. n1 o e. -<1-10 o z-n va z z -4-4 G.) 0 1■41:11/ .,.. ._\ 'n - I I Us LT1 M DI C1 I tJ) ----- .„ . -4 rn c 1::, I—I ..; - US ( '''' ■ ■ VI 151 -<11 C I'll 00 1-4 V) 4 tit ; -) , N 'V 01 (/) r 1)) c ' -I M - 0 -. C) ,...., ,, x. , 1 1-• a • c 1 IN) Z c UI -I I k -- --- — — — --- — 7 ---- ----- - IT — --- - - - - .-- ..,.- ,... - - -- -- CERTIFICATE NO.1 DATE ACORQ„ CERTIFICATE OF LIABILITY INSURANCE 5/24/2010 0 02:39 . 0 7 PM PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Highpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas Parkway #500 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dallas, TX 75254 AI TFR THE CAVFRACIE AFFARfFO RY THE POI U`wFs RFI nW_ (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 INSURERS AFFORDING COVERAGE INSURED: INSURER A: Comnani on Property and Casualty Tnsnranr.e C Cypress Builders Enterprises INSURER B: 7340 Brightwaters Ct. INSURER C: New Port Richey, FL 34652 INSURER D: (111) 111 - 1111 Fax: INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POUCY EFFECTIVE POLICY EXPIRATIOP 1 NSR TYPE OF INSURANCE P OLICY NUMBER nATF (MMifMYY) , nATFWUln!WY1, LAM GENERAL LIABILITY EACH OCCURRENCE S I COMMERCIAL GENERAL LIABILITY I CLAIMS MADE FIRE DAMAGE (Any One Fire) S OCCUR MED EXP (Any ale person) S PERSONAL IS ADV INJURY S ■ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG S POLICY n P floc AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ II. ANY AUTO (Ea accident) ■ ALL OWNED AUTOS BODILY INJURY $ . SCHEDULED AUTOS (Per person) - III HIRED AUTOS BODILY INURY S ■ NON -OWNED AUTOS Per accident) _ III PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ■ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE S ■ OCCUR CLAIMS MADE AGGREGATE S ■ i ■ DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND CPFL10516 04/17/2010 04/17/2011 X ITti vi rcI X Mt EMPLOYERS' LIABILITY E.L EACH ACCIDENT S 1000000 A E.L DISEASE -EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICYUMIT $ 1000000 OTHER . LENITS S LIMITS S U 1, [FLAN U1- UYCNAI IUNJlLUl.A1 AJNJ7VCIW.LCJICAI.LUJAJNJ eLJUCU DT CNWKJCMGV 1I,f'CI.WL YKUVIJIUNJ CERTIFICATE HOLDER 1 1 ADOO1ONAL INSURED; INSURER LETTER` CANCELLATION y' ..12. , . Y • 1 ?,,- • 2y. «, :14. ..,I.- DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERT1RCATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL CITY OF ZEPHYRHILLS BUILDING DEPARTMENT IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 5335 0TH STREET ZEPHYRHILLS, FL 33542 REPRESENTATNES. AUTHORIZED REPRESENTATIVE ACORD 25-S (7/97) ®ACORD CORPORATION 1988 May 2510 05:02p SAFEGUARD INSURANCE GROUP 727 -841 -7068 p. A, NV a' CERTIFICATE OF LIABILITY INSURANCE I DATEIMDOFTYYY) I 05!25!10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S1, AUTHORIZED • REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. • IMPORTANT: E the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ' CONTACT - - NM1 Safeguard Insurance Group PHONE FAX 8108 Us Hwy 19 E.rsAiL _(A/C.NOl; n�pmEss: Port Richey, FL 34668 CLJSTQ Phone (727) 841 - 7090 _ cusroMERV r. _ Fax (727) 641 -7068 INSURED - - - - -- - _ - INSURER(S)AFFORDINGCOVERAGE NAIL# INSURER A: AMERICAN VEHICLE CYPRESS BUILDER ENTERPRISES, INC INSURER B: _ PO Box 1326 INSURER C: New Port Richey, FL 34656- INSURER D : H 727 INSURER E: - . INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I NDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLCEES DESCRIBED HEREIN 15 SUBJECT TO Ali TI-E TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. I LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER - - -_ - POLICT pIYrrY) (M p11Y LIMBS GENERAL LIABILITY EACH OCCURRENCE S 300.000.00 W COMMERCIAL GENERAL LIABILITY DAMAGE TO RDJ7c0 PREIVLSES (Ea occuranoe) s 100,000.00 ri A El CLA.MS•MADE © OCCUR GL-0504004793-00 04/23,2010 0411312011 Mf>7EXP (Any one person; $ 5,000.00 -- - PERSOI'LAL & ADV INJURY $ 300,000.00 GENERAL AGGREGATE s 600,000.00 GLG LAGGREGP.TE_IVIfTAPPLIESPEN PRODUCTS- CONIP/pPAGG S • ��----;; 600,000.00: E POLICY El PR °- r] LOC S AUTOMOBILE LIABILITY -- - - -- COMBINED SINGLE LIM:' I ANY.AUTO (Ea accident) S ❑ ALL OWNED AUTOS BODILY INJURY (Per person) S C SCHEDULED AUTOS BODILY INJURY (Per acciden $ L HIRE) ALTOS I PROPERTY DAMAGE $ - E (Per accidert) — NON-OW r,iED .ALTOS $ _ 5 3 UMBRELLA LIAB - EACH OCCURRENCE $ ❑ EXCESS LIAR I] CLAIMS -MADE AGGREGATE >; 1_1 DEDUCTIBLE ` t S r I I_ RETENTION S WORKERS COMPENSATION I - - — WC SLATU- 071.1- AND EMPLOYERS LIABILITY TORY 1 S , az ANY PROPRETORPARTNER/EXECUTIVE Yf OFF:CER/ME WEER EXCLUDED I MIA EL EACH ACCIDENT $ (Mandatory in NH) EL. DISEASE. EA EMPLO"E S If yes. desaibe unde DESCRIPTION OF OPERATIONS below I - _ 1 EL. DISEASE - POLICY LIMIT S — -I DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required} REMODELING AND ADD ON CONSTRUCTION MARK HULSLANDER LICENSE #CRC1326867 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE CITY OF ZEPHYRHILLS -SUB LDING DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. • 5335 8TH ST • ZEPHYRH ILLS,FL 33542 AUTHORIZED REPRESENTATIVE 1 0 1988 -2009 ACORD CORPORATION. AN rights reserved. ACORD 25 (2009/09) QF The ACORD narne and logo are registered marks of ACORD r y y; • Cypress 41uildei s Ytte1p;7ses, Inc. P.O. Box 1326, New Port Richey, FL 34656 -1326 TEL: (727)848 -2348 FAX: (727)843 -9621 May 24, 2010 City of Zephyrhills- Building Dept. 5335 8th St. Zephyrhills, FL 33542 To Whom it May Concern: I, Mark B. Hulslander, (CRC1326867), authorize, Carrie Hulslander, to act as my agent in obt-i ing permits in Z- • yrhills, FL. (Contractor's Signa STATE OF COUNTY OF OSr a SWORN TO (OR AFFIRMED) AND SUBSCRIBED BEFORE ME THIS S, day of Mg, , 2010 By Mark B. Hulslander „ ,,'pY PV •,, ADNAN NATHAN! (Signature) IP (i V Notary Public • State of Florida Nog() c h r/v -•. •� , •; My Comm. Expires Sep 4, 2012 / V ” f� � / =-, Commission # OD 819942 � Bon ded Thro h National Nota (Printed name) � ry Assn. My Commission expires: C OA (4, ) a f e Personally known OR Produced Identification DL (Type of Identification produced) Cypress 13uildei s i iter prises, Inc. P.O. Box 1326, New Port Richey, FL 34656 -1326 TEL: (727)848 -2348 Fax: (727) 845 -3833 (call first) e -mail: cypressbuilders1 @yahoo.com • 4. `-- . ( c> . .3 a W ' tz „ 5 S� n � Ter t�' C � J 0 Ti Tc 0 -R C P y , - 4 1. * g L , I' F 1 ' ~__ S I 4- w 1 o , D ,ta .° N _O ill c 100/100A b16it 0=80 OLOZ /n /SO Z£80£98LZL 9NIONld S38V311:00.1j 111111111111111111111111111111111111111111111111111111111111 2010087590 This Instrument Prepared by Rcp! :1311289 Ree : 10.00 And Return To: DS: 0.00 IT: 0.00 Yvonne Whealton 06/21/10 M. Dodd, Dpty Clerk Keystone Challenge Fund, Inc. 2005 S. Florida Ave. PAULA S.O'NEIL,Ph.D.PRSCO CLERK & COMPTROLLER Lakeland, FL 33803 -2657 06ORi BK 3 a iPG of T7 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: a. Legal Description: City of Zephyrhills, PB 1, Pg 54, East'/ of Lots 19, 20, 21 & 22 & the North 1 /2 of the East % of Lot 18, Block 178, Pasco County b. Address of Property: 38826 4 Avenue, Zephyrhills, FL 33542 -4600 Parcel ID# 11- 26 -21- 0010 - 17800 -0191 2. General Description of Improvements: Rehab existing structure 3. Owner Information a. Name and address: Keystone Challenge Fund, Inc. 2005 S. Florida Ave., Lakeland, FL 33803 -2657 Q z (J w b. Interest in property: fee simple U o _ `w d c. Name and address of fee simple titleholder (if other than owner): co z 0 o f-- o Qoo =a Nc U- LU u., ~ U) a. .. Oa - o 5 0 4. Contractor (name and address): Cypress Builders Enterprises, Inc. 1.- w o o ��� P . O. Box 1326 = a , 1 Ne P Richey, FL 34656 CD = o - a �t h4 AMP.; < --. 1 7-1 < ii 5. Surety: N/A r a Q a. Name and Address: N/A L w o o } o ;� b. Amount of bond: $0 0 0 0 o �,` z `� � 6. Lender information: N/A I' cn w LI ' a. Name and Address: co F- F- 0 m b. Designated Contact: �.J 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7, Florida Statutes: 8. In addition to himself, Owner designates Ed Pfieger of Pasco County Community Development Dept. 5640 Main St., New Port Richey, FL 34652 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: 9. Expiration date of Notice of Commencement (the expiration date is one (1) year fro the date of recording unless a different date is specified). Other expiration date: .�'/ 1 7. - - y - n - e — + _ ins, - an `• , atu - : •. er STATE OF FLORIDA COUNTY OF PASCO The foregoing instrument was acknowledged before me this 19th day of May 20 10, by E. Wayne Jenkins who [J] is personally known to me or who [ ] has produced N/A as identification and who did not take an oath. - ; ..... �;;; , KRISTIN M. HESS Affix Notarial Seal Commission 8 DD920855 i' , 0 i , A, 1 . =* /'� •_ My Commission Expires 08 -2 - 2013 I `� ',,1 ,t+� . Bo Through ° %:F ;' '' ' ` O Atlantic Bonding Co. Inc. • tary Public My Commission Expires: 813-780 -0020 City of Zephyrhills Permit Application F. : - :. ''21 Building Department 10591 I Date Received 3 - ? (j-- I 0 Phone Contact for Permittin a rl 1 ► % - !mil Owners Name Ke tJ1 e ( trN e. Ftir I 7 c . Owner - one ' umber i ! a - 16 0 Owners Address w5 e . F hr d a flit , " ` 14 f O V ( �� . Owner Phone Number Fee Simple Titleholder Namel ' V l iq Owner Phone Number Fee Simple Titleholder Address (` JOB ADDRESS 38 Sa to 9 Atic . , - Ltphrhili5 I 8. .135 L 2. LOT # SUBDIVISION PARCEL IDS )1-Qlo (OBTAINED F o PROPERTY TAx 134-16191 WORK PROPOSED p NEW CONSTR ADD /ALT I I SIGN n MOVE 1 DEMOLISH INSTALL REPAIR PROPOSED USE I )(I SFR I I COMM r OTHER I I TYPE OF CONSTRUCTION I X I (Q BLOCK I I FRAME [ STEEL I OTHER I I ( � ie DESCRIPTION OF WORK ' (1.) MrTe \ BUILDING SIZE 1 4d X 54 SQ FOOTAGE 1 1 asi"1' HEIGHT I ® BUILDING $ 90( q 1 , I VALUATION OF TOTAL CONSTRUCTION 1><I ELECTRICAL $ 4al00 AMP SERVICE 155 r----1 PROGRESS ENERGY Ii W.R.E.C. I.I PLUMBING $ Ly _ 5 `L 62 s.. -S w; . C `k icu-, MECHANICAL $ 5 Soo VALUATION OF MECHANICAL INSTALLATION I I GAS ROOFING 456,0 1 1 SPECIALTY I OTHER 0 ALT/"' FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IVES ®NO ei , t 4 - u- i- -6P. /Yf ••Lt BUILDER SIGNATURE 0.,a uta t Lys ` j t' ) v COMPANY �� 5C� CURRENT 1 �� N r�I1LlcXr✓ Address 1: V' OA W [a ( i "I L i,# 4456 License # ( l 4 `319,1/ i I ELECTRICIAN m w- COMPANY 6 1 K i ti , 1 ecbr(c ( 1 it t/5 }4 9 > ' $ REGISTERED Y / FEE CURRENT 1 Y 1 N I Address V � , C P A 4 1ii . . • a • I I I 1 '� , . i 0 License* Ic 13 01 z61 PLUMBER 411. COMPANY 44 I PI bl 1: c • ebtTV tc-- SIGNATURE N , ii REGISTERED FEE CURREN 1 Y/ N I Address 9+. It _o d R 1 • 1.I f License# e 0357 __ MECHANICAL ' -' COMPANY ' 41 r $Aid air P Slax • SIGNATURE ,,,! "' , `�I/ REGISTERED N I S v - FEE CURRENT Y / N Address 59.1 .Dash L.J a . I eAfty l �l 44 tog License # I L P 03344 9 OTHER SIGNATURE 0--1 S UR (/ �I, a n \ a COMPANY J I STE R � ♦ ( ' ' "' . C " I 1 ( i / s,�iaG -E_ y(� o f / , , FEE CURRENT Y / N Address I . 6- ( U e c 1 I License* I '4 ] 46 g'?F1 I 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, Stomiwater 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 NC 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 lots Tess 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 Su cribed and sw to or affirmygl) ford me this u cribed and swom t (or affirmed) be re a th ab 20I by v.cr, e Ftkl Stay.de� VOID by Rff i (.4 L). S( «A, Oler are,.gersonaly known to me or has/have produced m are personally �Cnown to me or has/have produced QC J C h/, C, c C as identification. L t) v L• C. as identification. Of ..S, •?‘".--':-.IP _. I Notary Public 4�5� / Notary Public Com mssion No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Ar 4,,, J. SCOTT HEINRICH J. SCOTT HEINRICH I AP :,i .1. Notary Public - State of Florida 1 p irs Notary Public -State of Florida ••` - #m My Comm. Expires Jul 14, 2013 i My Comm. Expires Jul 14, 2013 ` . Commission DD 906663 I y "� := Commission DD 906663 ''"4 ,`,i ; Bonded Through National Notary Assn. ■ ' %f , ; ; ` Bonded Through National Notary Assn. 40' -0" lot 11' -0" 16' -0" 13' -0" 4' -0" 4' -0" 4' -0" 4' -0" 16'- 0 "X8' -0" A CONC. PAD _ _ FILLED CELLS TURNED I r 'I� - - - INTO SLAB 2' -0" TYR I l 8 "X16" CONC FT G W/ I I o (2) #5 RODS CONT Q I I II II ( 2 I ' -1" Q 5' -0" 3' -10" 2' -2" T ®tl 4' -1" = 5' -2" 3' -10" I® 5' -0" T -1 5' -0" 00 I {� _ Z 1 0 I II n. ELEV II I S2 I L - - ( -) 0' -4" — o o ❑ o o 13 o a _ �- - - -- – _ - - - - I — _ — _ — — — — — –. — — – — _ _ _ -- 1 04 H 4 0 ELEV. AT 0' -0" (8" MIN. ABV. GRADE 91.07' NAVD) I A. { ❑I I 1 4" CONC. SLAB - 3000 PSI, W/ 6X6 Q IQ W1.4/1.4 WELDED WIRE FABRIC 3 • 6 MIL VAPOR BARRIER o I • MECH. COMIPACTED FILL TO 95% OF I o MAX. DRY DENSITY I I I • TREAT SOIL `W/ TERMITE POISONING = N - ❑ I° = I II .. � I I = o I I2 . -1v� 1 -5 1/2 I o J - - 2' -6" 2'-61" - 11' -10 1 /2" 8' -0" 2' -6 1/2" 2' -8" 6' -4 1/2 I w ❑, I I ,Q _ I It VERIFY TUB DRAIN I I o _ QI LOCATION WITH I 2 1 I I MANUF SPECS °Q ° 3 S2 " v I ❑ c) M "' I H PROVIDE ELEC/ 1 I J E31 PLUMBING SERVICE THRU SLAB AT PONY = WALL LOCATION c`' `_° -- - - -- - - -- (REFER TO FLOOR & N VERIFY TU) B DRAIN Q M WITH ELEC PLAN) 1 II LOCATION' I 4 -0'X4-0 A_ NUF SPIECS J N - - - - - - - - � ? . __ _- _ - ' � AC PAD - -I -- - - _ 4 I I I O 1 O 6" PONY Q n WALL ABV - - - - - -i - - - - BOX ABV I QII 3 I rr IIQ rr rr I 83 "X16" CON FTG W/ 1 i; r ir�� -1/4" COPPER WATER ' o (;2) #5 RODS CONT E u LINE FOR REF 4 o Z3\ I II u , 1 8' -10" 6' -1" o r, I ' 2 ?4" SQ X 12" DP CONC. u 1 ° 1 41 REF. i FILLED CELLS TURNED IQ F=TG. W/ #5 RODS 6" 1 r " `� INTO SLAB 2 -0 TYP. S2 I 2 O.C. E.W. t__ - - - -- - - - -- - -� " " - - - - - - -- - -, _J -- J --- -- - N S2 83 X16 CONC FTG W/ I - - - ®- - --- - - - -- -- -- ®- - ®Q I ° (;2) #5 RODS CONT v I I I I 4' -0" 4' -0" I 4' 0" 4' -0" 4' -0 "� _ L - - - - - - - - - - _j i 3'- 0 "X4' -0" ❑ Q 0 0 Q Q 13 Q -�' AHU WH 5 LT f CONC. PAD N L- " � 1133- �L - - - �� I S2 ELEV. I O (-)0'-6 _ 1 3' -0" 3' -10" 4' -10't I 1 -2 4' -111 -2 "I ELEV " ()0 4 M M 7 IL 00 S - -- �� PVC r 8" THICKEN EDGE W/ (1) DIMENSION T 9 DRAIN �� #5 CONT SEE DETAIL 7/S2� S3 FILLED CELL S3 FOR AHU� 6X6 P.T. WD POST ABV. W/ SIMPSON - - - - - - - - - - - 6X6 P.T. WD POST I CONTROL I FABU66 AT BASE o I o 8" „ ABV. W/ SIMPSON 6 -3 I ABU66 AT BASE I JOINT I 0. - I [7 ❑ co N I I S3 ( I i 8X16 STD BLK� I 4 QI IQ II � II 3/4” DP X 13" WIDE RECESS 1 Q I (VERIFY DP W/ BUILDER) ( Q 8 "X16" CONC FTG W/ I 4 o I (2) #5 RODS CONT i S2 I FiB o I -- - - -moo 0 7' -7" 1 1' -10" 10" 16' -0" 110" 1' -10" 10 li 10 40' -0" FOUNDATION PLAN A 1/4 = 1 - 0 " FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224 -3R ❑ = FILLED CELL W /(1) #5 VERTICAL ® = FILLED CELL W /(1) #5 TURNED 2' -0" INTO SLAB A = FILLED CELL W /(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24"#5 REBAR PLACED DIAGONAL AT CORNERS REV -WV r)NrE y W CITY OF ZE-P HYRHILLS w PLANS E )CAMINER LU Z LU 1 co W W 0 0 0 0 DESIGN I. STYL ES JC Q0o cC JMG o N Z N (30= JMG CD rz E LL F0 E' F W ARCI-11 "TECTURE 2907 State Road 590 {' Suite 7 •� Clearwater, FL 33759 designstylesinc.com p 727.797.4420 Q f 727.797.9218 #AA0003393 U) W REVISION DATE JC Q0o ~ W JMG o N Z N (30= JMG CD rz LL F0 E' F W • 0 qj DOCK Z {' 1 •� Nom ~ N U Q Lu X Z J U) ^ c W =Q F-- _W CN E W T WO O j z u) U o =gam a � -aw LL =o0 7 a 0 0 0 7 0 W Lij } � �� _ I pW Z m o c�� z_a ! o o U0�� mw �< Q. N W W DD o \ w�pa NZ �O 8.. (n = DaU E o C H� Q BY REVISION DATE JC REV. 01 08/24/09 JMG REV. 02 05103/10 JMG REV. 03 07/06/10 LL • 0 W •� 0 ^ c W CN E U M � LL _o (1) 0 j, LL ti Q �O Q. N W W E �O 8.. (n E C 0 ._ (0 V 00 Cn M c: c: 0 a) V W Q v J c� 0 CL BY REVISION DATE JC REV. 01 08/24/09 JMG REV. 02 05103/10 JMG REV. 03 07/06/10 ISSUE DATE: 05/06/10 JOB CAPTAIN: JMG SCALE: AS NOTED CHECKED BY: JMG /PF PROJECT NUMBER: 0737 FOUNDATION PLAN STEM A2 SLOPE ROOF FINISH PER ELEVATION SLOPE ROOF FINISH PER ELEVATION PER 1/2" PLYWD SHEATHING NAILED W/ 8d RING SHANKS PER 1/2" PLYWD SHEATHING NAILED W/ 8d RING SHANKS WD TRUSS SEE ,ELEV. AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ GALV. CLIPS ELEV. AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ GALV. CLIPS FRAMING PLAN PRE - ENGINEERED WD. TRUSSES AT 24" PRE- ENGINEERED WD. TRUSSES AT 24" R -30 INSULATION MIN (TRUSS TYPE MAY R -30 INSULATION MIN O.C. MAX. W/ GALV. MTL. SEAT PLATES R -30 INSULATION MIN O.C. MAX. W/ GALV. MTL. SEAT PLATES VARY FROM TRUSS SIMPSON HHETA20 AT EACH SIMPSON HHETA20 AT EACH SHOWN) TRUSS U.N.O. - SEE FRAMING I TRUSS U.N.O. - SEE FRAMING �tiC SERVICE DOOR NOTE: REFER TO ELEVATION NOTE: REFER TO ELEVATION SHEET FOR SOFFIT AND SHEET FOR SOFFIT AND LTHE GARAGE IS TO BE WOOD CASING _ ELEV 8' -0" ! FASCIA DETAILS _ ELEV AT 8' -0" � FASCIA DETAILS _ ELEV AT 8' -0" SEPARATED FROM FIRST FLOOR CLG FIRST FLOOR CLG 1ST FLR CLG MT'L THRESHOLD IN 4 1/2" 10 t FULL BED OF CAULK 112" CEILING BOARD CLG. PER 1/2" CEILING BOARD CLG. ., PER ADJACENT LIVING AREA 12 AND ATTIC SPACE BY 1/2" ! CEILING ELEV. � EL EV. Jf WINDOWS ELEV AT 6'-8 GYPSUM BOARD AND � 1X3 FURRING STRIP - - - BOARD CLG. -� GARAGE SLAB PITCH _ (1) COURSE 8 X 8 KNOCK- OUT BILK (1) FLOOR PLAN HABITABLE ROOMS ABOVE 1/8 PER FT � (1) COURSE 8 X 8 KNOCK- OUT BILK BY NOT LESS THAN 5/8" FILLED SOLID W/ (1) #5 BAR TYP. 1X3 FURRING STRIP FILLED SOLID W/ (1) #5 BAR TYP. THK. TYPE "X" GYPSUM ° d ° 1X6, 20" BEYOND EACH < BOARD (OR EQUIVALENT) ° STD. 90° HOOK W/ 8 X 8 PRE CAST CONCRETE "U" LINTEL APPLIED TO THE GARAGE ° N SIDE OF OPENING. 1l2' DRYWALL, TYP. U.N.O. ���% COLD JOINT 10" MIN. OVERLAP 9 FILLED PER CALL OUT ON FLOOR PLAN SIDE. HEADER BLOCK P.T. BUCK GLUED AND NAILED 3 SIDES. 2X STUDS AT 16" O.C. ? 2X CONT. TOP PLATE CAVITY CAP LL USE .097 DIA X 1 318" "T" NAILS AT 8" O.C. WINDOW PER SPECS STUD WIDTH MAY ���`'' 0 ( �r SERVICE PAD SEE z (1) #5 BAR VERTICAL IN FILLED CELL P.T. BUCK TO BE NO MORE THAN 1" THICK (SINGLE HUNG SHOWN) VARY SEE PLANS) CLEAN POISONED FLOOR PLAN FOR TYP. SEE FLOOR PLAN AND SILL (SEE SPECS) CAULK ENTIRE UNIT PER AND COMP. SOIL ° SIZE AND LOCATION FOUNDATION PLAN FOR SPACING. 1X4 AT JAMBS & SfLL MANUFACTURER SPECS c) INTERIOR GARAGE 1/2" DRYWALL, TYP. U.N.O. 1/2" DRYWALL, TYP. U.N.O. FLUSH PRECAST W CONCRETE SILL 1' -4" (2) #5 BARS CONT 2X BLOCKING. AT 1X2 FURRING DECORATIVE CEMENITIOUS COATING 1X2 FURRING DECORATIVE CEMENITIOUS COATING STRIPS AT 24" O.C. STRIPS AT 24" O.C. MID POINT OF TYP. U.N.O. AT EXT. MASONRY TYP. U.N.O. AT EXT. MASONRY (R -11) BATT INSULATION WALL (4" O.C. (13/4' INSULATION BOARD WALLS. SEE ELEVATION SHEET FOR (1314 INSULATION BOARD WALLS. SEE ELEVATION SHEET FOR " " " STAGGERED 6 SERVICE DOOR - STEM WALL FTG. TEXTURES TEXTURES 518"X 10 A.B. W/ 2 X 3/4 = 1 - 0 " 1X3 P.T. FURRING STRIPS 1X3 P.T. FURRING STRIPS 2" X 1/8" STEEL WASHERS AT 36" O.C. < 1/2" DRYWALL, 4" THICK CONC. SLAB W 16 "X6" W1.4 X 4" THICK CONC. SLAB W /6 "X6" W1.4 X OR 5/8"X 8" SIMPSON W1.4 WIRE MESH OVER .006 W1.4 WIRE MESH OVER .006 TYP. U.N.O. 8 X 8 X 16 C.M.U. " THICK CONCRETE .M.U. TYP.M.U. TYP. TITEN HD OR EQUAL POLYETHYLENE VAPOR BARRIER. POLYETHYLENE VAPOR BARRIER. W! 2" X 2" X 118" < PITCH SLAB ° HOLD MESH IN TOP 1 1/2" OF SLAB. 25" MIN LAP HOLD MESH IN TOP 1 1/2" OF SLAB. { - STEEL WASHER AT 118 " PER FT GRADE � 36" O.C. U.N.O. LL 2X P.T. SILL PLATE I z 4"X 4" INSPECTION PORT AT It BASE TRIM PER SPECS EACH FILLED CELL (TYP.) BASE TRIM PER SPECS ELEV AT 0' -0" <= ELEV AT ( -) 0' -6" 1 _ (91.07' NAVD) (90.57 NAVD) • ` SIZE & SPACING OF DOWN BARS 1ST FLOOR F _ GARAGE PITCH��� _ i � _ ELEV AT 0' -0" (91.07 NAVD) _ ° TO MATCH VERTICAL BARS WITH _ ELEV AT 0' -0" (91.07 NAVD) - - - -- - -- 1/8" PER FT 0 1ST FLOOR FF ° ° 25" MIN. LAP W/ VERT. REINFG LL 1ST FLOOR FF ° ° COLD JOINT EDGE W/ (1 z ° 4 ° 11 11 _a d = = = a EXTEND PARGE COAT 4" _ EXTEND PARGE COAT 4" = _ _ - -- II 8 1 #5 CONT O (( - III =1 I I- III - III - III -III- - ' i =1 - III - III - III -I I - = I I -1 I I I I- III - III - III - III -I I !- Y BELOW GRADE TYP. _ BELOW GRADE TYP. =1 I I -1 -= U) 11 =1 I! =1 I I -1 I- '_ '_ W III - -I III - III 1= FINISH GRADE VARIES w CLEAN POISONED =11 - III = =III _ �_ __ =2 -0' MIN. -_ =1 I- I= ^ LANAI DETAIL ° - - -i =, - 1 _ 4 THK CONC SLAB �� - �� o Q I =1 I =I 11 = 1 I I - I Q AND COMP. SOIL 1 = ( I FINISH GRADE VARIES I III -III I- - I !! III - > _ - 1 =1 -I i 1 =1 i r- - =i - -I i 1 =1 I- ; I I =1 1 =1 i 1 =1 11 =1 -I i I - I 1 =1 3/4 - 1 -0 HEADER BLOCK I E EI I - I I - I - I - io HEADER BLOCK STANDARD 90° HOOK ' 1 = I 11 1 -I 11 - I I = I M I I = I E 1 = 1 �' I - CAVITY CAP = I =1 = 1 = = 1 =1 = 1= =1 - III - � - i -1 =I = SEE REBAR DETAIL ° N -I 1 =1 1= N -I 1- III - III - III -III -I -I 1 =1 I -I 1= =1 I 1 -I III -III -I III -III- CLEAN POISONED =1 I i I-1 =1 I 1 = I 1 = 11= 11 1 1 1= III =1=1 =1 HEADER 11 ' =1 ' -I I =1 I 1 =I I i= I 1 =1 I 1 I I= AND COMP. SOIL 1 = 1 I 1 =1 I I -1 I I -1 I 1 =) I I- = = 1 1 = 1 LINE OF EXISTING i I ( - I I - I = 1 1=1 =� = 1 1 = 1 = 1 (= LINE OF EXISTING BLOCK - 1 =� = 1 -1 1 = 1 I 1 = 1 � - LINE OF EXISTING :3 -I II III - I 1 -1 I I III III III = 1 - I - I GRADE (VARIES) - III (I 1 =1 I I III - I 1= III III - 1 { I GRADE (VARIES) i I I I 1 - 1 - � GRADE (VARIES) d ILL =�l t J J -� 1L 11, �LI f I IL= LI1 -J> ll- _ - - - ! -ILL �J (J J L� lll tl J ��I - - _ LL lllJ .k _ - - J I l 11-11 <: CLEAN POISONED \ m LLI P d d AND COMP. SOIL '- a ' d z ° e (2) #5 BARS CONT } ( I 1' -4" � 1'_4^ � (2) #5 BARS CONT � � _ � STANDARD 90° HOOK 2) #5 BARS CONT STANDARD 90° HOOK SEE REBAR DETAIL �f •� SEE REBAR DETAIL � 1 TYPICAL WALL SECTION AT FILLED CELL STEM WALL UP TO 4' 2 TYPICAL WALL SECTION AT WINDOW ONE STORY PARTITION AT GARAGE NOT USED 3/411 = 11_011 3/4.. _ 1 ._ 0 .. 5 3/4.. = 1 9_0„ 7 1 3/4 1111= 1._0.. FOR 4 TO 10 FEET HIGH WALLS Z W PRE - ENGINEERED WD. TRUSSES AT 24" $ "L" HEIGHT IN FEET O.C. MAX. W/ GALV. MTL. SEAT PLATES o CANTILEVERED SLOPE 1/2" PLYWD SHEATHING NAILED W/ 8d RING o ARGUMENT 4.0 4.67 5.33 6.0 6.67 7.33 8.0 8.67 9.33 10.0 PER SHANKS AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ 11 - - - ELEV. x » GALV. CLIPS 4 -0 4 -8 5 -4 6 -0 " 6 -8 » 7 -4 » 8 -0 » 8 -0 10 -0 » 9 -4 m ROOF FINISH PER ELEVATION ENTRY DOOR z A 8 8 8 8 8 8 10 12 12 W /(2)#5 12 W /(1)#9 SIMPSON HHETA20 EACH TRUSS U.N.O. - - B (IN CHES) -- -- 48 40 3 2 24 16 8 8 8 8 - - SEE FRAMING SET THRESHOLD IN C 3 3 �3 3 3 4 4 5 5 1 6 FULL BED OF CAULK -� - - -+ 1 -- - - - T R -30 INSULATION MIN _ D (INCHES) _ _ 48 48 48 36 36 36 24 24 24 24 ELEV AT ( -) 0' 4" VERIFY FINISH o 12 12 12 i 16 16 24 24 24 _ 24 (90.73' NAVD) MATERIALS W/ OWNER VERIFY FINISH H (INCHES) 8 ! 8 1 8 12 12 12 12 12 16 16 MATERIALS W/ Uj W (INCHES) 1 STY 16 - 16 1 - 20 20 24 24 30 30 40 OWNER _ PITCH > F - NOTE: REFER TO ELEVATION 1/8 PER FT 2 STORY 20 20 20 24 24 30 30 36 36 44 SHEET FOR SOFFIT AND _ ELEV AT 0' -0" (91.OT NAVD) ° . AS OCCURS z VARIES 1ST FLOOR FF - 0 FASCIA DETAILS SEE FLOOR PLAN ° ° ° ` d LU PER 1 =_ _ - - - -_ - ° W THE GARAGE IS TO BE SEPARATED ELEV. COLD JOINT FROM ADJACENT LIVING AREA AND I =11 ATTIC SPACE BY 1/2" GYPSUM BOARD HEADER BLOCK HEADER �'' = I I I- (1) COURSE 8 X 8 KNOCK- OUT BLK -1 - =1 _ I -1 = I - I= _� a AND HABITABLE ROOMS ABOVE BY NOT FILLED SOLID W/ (1) #5 BAR TYP. CAVITY CAP = III =III -III III_ BLOCK III COLD JOINT NOTE: i LESS THAN 518" THK. TYPE "X" GYPSUM III =�11I -III- II =1I CAVITY ALL CELLS FILLED SOLID MASONRY WALL OF BOARD (OR EQUIVALENT) APPLIED TO 4 X 8 X 16 PARTIAL BLOCK CLEAN POISONED BUILDING - = CAP = �_ I- - I I- III -I III =, 1 =1 III -I 1= W/ 3000 PSI GROUT. L 2' -0" MIN. THE GARAGE SIDE. AND COMP. SOIL l -I l I= z - I -I - O 8 X 8 PRE CAST CONCRETE "U" 1 - 1 I - I I I = I - 1 - 1 I III - I 1 I LINE OF EXISTING W I (1) #5 BAR CONT. LINTEL FILLED PER CALL OUT ON III -I I1= = I -I II - III = 111 = FLOOR PLAN - - 11 1J 1� 1_I 11l �l l _ _ J11 '� - 1 I�J I U, - GRADE (VARIES) a 3: Z z DECORATIVE CEMENITIOUS DECORATIVE CEMENITIOUS COATING >�A % �i °O COATING TYP. U.N.O. AT FOR ALL GARAGE DR. WIDTHS PROVIDE TYP. U.N.O. AT EXT. MASONRY VA�AA,�Aj�A /AAA \ /�A /� \j�A /�A /�AjAA /�� ° EXT. MASONRY WALLS. 2X8 P.T. HEAD & JAMBS WALLS. SEE ELEVATION SHEET FOR d d o 4" SLAB /�� /�� �� /i� /i.� /i.� /i,� / /V / /V //� ; ` ° D VA VA VA TEXTURES \ (A) X 16 C.M.U. TYP. FOR 8' -0" & 9' -0" WIDE DRS. PROVIDE (3) ° ° M ° 6" SLAB AT REBAR ~ i // , �� !� �% m �A 112 » DIA. X 6 n » J » -BOLTS AT EA. JAMB - , , �,�� , - w �\ V WELL COMPACTED (1) #5 BAR VERTICAL EQUALLY SPACED (2) #5 BARS CONT (2) #5 BARS CONT W \ \j \\ FILLED CELL AT (B) l' -4" 1' -4" w CLEAN FILL SOIL PER LOCAL BUILDING / \� //� O.C. TYP. FOR 16' -0" & 18' -0" WIDE DRS. PROVIDE (4) NOTE: SEE PLANS FOR FINISHES 'f W RESTRICTIONS 25" MIN LAP 1!2 n DIA. X 6 AT EA. JAMB I AND TRIM WORK NOT SHOWN HERE � EQUALLY SPACED o NOTE: 4" X 4" INSPECTION a 1. ADJACENT STRUCTURES SHALL % \ /� PORT AT EACH FOR ALL GARAGE DR. WIDTHS FASTEN o BE "L" DISTANCE FROM RETAINING FILLED CELL (TYP.) HEAD W/ 2 1/2" PINS USING POWER ? WALL EDGE OF BILK. z EXTEND PARGE COAT ACTUATED DEVICE WALL BEYOND 5 0 4" BELOW GRADE TYP. o 2. GRANULAR SOILS EQUIVALENT 10 ^ z / PROVIDE MIN. 3/4 EDGE DISTANCE TO a WEIGHT 45 PC / \� j \� / / \� / \ \� "J" -BOLTS IN 2X6 JAMBS TYP. z FR NT ENTRY -STEM WALL FTG. \ \j \ \j \ \%�� GRADE VARIES GARAGE DR. 3/4 = 1 2 3. PROVIDE TEMPARARY SUPPORT \� / \ / /\ / / \ / / \ \ \ \ / / \ / /\ Uj i \ \j \ \j \ \j \ \j \ \j \ \j \\ \ \ / \ \ / \ \ / \ \j \� 4 THICK TO ENTIRE EXTREIOR FACE DURING \ / / \ / / \ / / \ / / \ / / \ / / \ // BACKFILL COMPACTION AND COLD JOINT � \ / / \ / / \ / / \ / / \ / / \� CONCRETE SLAB / / \ \ / / \ \ / / \ \ / / \ \ /� \ \ / \ \ / \\ \ \ / \ \ / \ \ /�i� \ /i�� /i / \ \ / \ \ / \ \/� ° \ \ %j/ /j / /j / /j� /% / /i PLACING OF SLAB CONCRETE BY PER GARAGE DOOR /�� // GARAGE PITCH DOOR AND CONNECTION \\ \\ \\ \ \\ - ^ GARAGE OTHERS. \ / / \ / / \ / / \� d° p / \� 1 -1 MANUFACTURER, TYP. \ \ / \ \ / \ \ / \� d , / \\ = 1/8 PER FT CONCRETE DRIVEWAY DOOR Ld 4. 60 KSI STEEL REINFORCEMENT 5. WATER TABLE SHALL BE W +G+ / / \ / / \ //\ / \ / / \ / / \ / / \ / / \ \ \ � #2 SYP P.T. 2 X 8 0 \\ \\ \\ \ / \ \ / \ \ / \ \ / \ \ / \ \/\ \\ \ 3000 PSI ° PT WD JAMB BELOW TOP OF GRADE V��AA��AA / AAA / AAA / AAA / /VA / /VA / /VA / / // / /VA / /VA / ��' CONCRETE ` �i %�� /� ° ° a w � /� , STANDARD 90° HOOK (W) ( C) BARS CONT. ?� CONT. WEATHER STRIP SEE REBAR DETAIL ( ) d a0 • ° CONT. WOOD TRIM a CLEAN POISONED AND COMP. SOIL 2 #5 BARS CONT O (5) 112" QJ X 8" "J" BOLTS 10 11 fA W FILLED CELLS W/ #5 VERTICAL EXTERIOR - C.M.U. N z fN MASONRY RETAINING STEMWALL DETAIL STEM WALL 4' TO 10' 4 TYPICAL WALL SECTION AT GARAGIE ONE STORY 9 GARAGE TRACK MOUNTING ° 3 3/4" = 1 x_011 3/4.. = 1._0.. N.T.S. N DESIGN STYLES � QOo F- Z ca JMG w 0WZ F chop 0Y w Q oW Lz 3 J =g 2 w w 0 �✓� E wa y". jU� UA ARCHITECTURE w 2907 State Road 590 Suite 7 0 u. � Clearwater, FL 33759 0 des ignstylesinc.coIn ^� W p 727.797.4420 4� f 727.797.9218 � ' z #AA0003393 = DLLrn c/) QOo F- Z H JMG w 0WZ F chop 0Y w Q oW Lz 3 J =g 2 w w �- O �✓� E wa jU� - w • a w 0 u. � 0 ^� W rbU 4� 4_j � ' z V) w0EjI.� go z 9Q } �m w m �0 w�0a cnz _° °Dx� Q_ N I ti 0 a z C w G 9 BY REVISION DATE JC REV. 01 08/24109 JMG REV. 02 05103/10 JMG REV. 03 07/06/10 - �L 0 �✓� • 0 ^� W 4_j M U M Q_ J LE 0 Q) uj — _0 V/ 0 W N N Q U j W � .o 0.. E 0 L CL co C� ch c: c: 0 a) U > 0 U r a) V ) ^' W CL 9 BY REVISION DATE JC REV. 01 08/24109 JMG REV. 02 05103/10 JMG REV. 03 07/06/10 - ISSUE DATE: 05/06110 JOB CAPTAIN: JMG SCALE: AS NOTED CHECKED BY: JMG /PF PROJECT NUMBER: 0737 STRUCTURAL DETAILS 2 Q S2 D KEYNOTE LEGEND FOR DETAIL % #5 IN CELL 08/24109 JMG o Qoo JMG REV. 03 POURED SOLID Z N Z 0= F 0 O wo KEYNOTE ANNOTATION 2907 State Road 590 _ I- Suite 7 Clearwater, FL 33759 of w des ign styles inc.com a f0ml p 727.797.4420 Q f 727.797.9218 #AA0003393 c/) CONCRETE SLABS ON GRADE SHALL BE W J W_ Z Q ELEV AT ( -) 0' -4" w PROVIDED WITH JOINTS IN ACCORDANCE WITH ACI 224.3R OR OTHER APPROVED METHODS. 20 " MIN. LAP (90,73 NAVD) 6X6 P.T. WD ENTRY PITCH M 1O W (wj F w I FILLED CELLS POST OR U.N.O. = Of 0 JOINTS ARE ONLY REQUIRED IN UNREINFORCED — aw LL 1/8" PER FT SIMPSON ABU66 ~ U O >W PLAIN CONCRETE SLABS THAT COMPLY WITH #3 OR #4 REINFORCING BAR � OR U.N.O. 0 — W 2 O w 0 -3 .-: F.B.C. 2007, RES., SEC. R506.2.5 0 P U F' m Z Z -i LU W #3 & #4 LAP SPLICE ° • a ° FINISH GRADE z � Z � N ° ° VARIES ° �� 1 1/4" DEEP SAWCUT CONTROL JOINT, TIME FRAME W WITHIN 4 TO 12 HOURS AFTER THE CONCRETE HAS Q - =� �_� (� E 2 BEEN FINISHEDS (SEE PLAN FOR EXACT 25" MIN. LAP #5 BARS _� -1 — I = = • (4 LOCATIONS), CLEAN AND SEAL JOINT AGAINST � c a . -� SOIL -GAS ENTRY (F.B.C.2007, SEC. F303.3) OHO M 1� c: 1 2 #5 REINFORCING BAR , . w 8X8X 16C.M.U. FILLED SOLID W/ (1) #5 BARS CONCRETE SLAB OVER VAPOR RETARDER OVER SELECT WELL - GRADED, TERMITE TREATED FILL O COMPACTED TO 95% MAXIMUM DENSITY, #5 LAP SPLICE — U 4 REINFORCING AS DESIGNED BY ARCHITECT OR d a ENGINEER. 36" MIN. LAP F- LINE OF� ° d 0 EXISTING i�A` %a W LJ... O CONCRETE SLAB: SHALL BE 4" THICK AND SHALL MEET MIN COMPRESSIVE STRENGTH AS SPECIFIED BY THE ARCHITECT OR ENGINEER. #6 REINFORCING BAR i a � GRADE (VARIES) a o NOT N USED (F.B.C.2007, RES, SEC, R506.1, F303.4.5) #6 LAP SPLICE 9.1 3 5 6 ° it 1 #5 BARS AT 2' -011 10" 6" O.C. E.W. VAPOR RETARDER: 6 MIL. POLYETHYLENE OR TOP OF 24" SQ X 12" DP CONC FOOTING SIMPSON MGT. W/22 -10d COMMONS O APPROVED EQUAL WITH JOINTS LAPPED NOT LESS FLOOR STANDARD 90° HOOK W/ 5/8" DIA ATR W/ 5" THAN 6 ". (F.B.C. 2007, RES, SEC. R506.2.3) #5 REINFORCING BAR SEE REBAR DETAIL EMBED. • -' •, R 1 7/8" 8" KNOCKOUT REINFORCING: REINFORCED PURSUANT TO ACI 318, Q BLOCK SEE PLAN SEC. 22.3, WELDED WIRE REINFORCEMENT MESH f m PLACED IN THE MIDDLE OF THE UPPER THIRD OF 6O THE SLAB AND IN ACCORDANCE WITH THE PLAN SPECIFICATIONS OR SYNTHETIC FIBER REINFORCEMENT INSTALLED AS DIRECTED BY THE FOOTING FOUNDATION 2' -0" MIN WALL MANUFACTURER OR SUPPLIER. (F.B.C.2007, RES, SEC. 506.2.4 Q f `-- R SLAB DETAIL REBAR DETAILS TYPICAL MASONRY SHEARWALL 1 4 5 WOOD TRUSS (LVL WOOD TRUSS N.T.S. N.T.S. N.T.S. SHOWN) ONE STORY POST DETAIL GIRDER/ MASONRY WALL 9 0 3/4 1 -0 N.T.S. O H )FFSET CONC. TIE BEAM W/ NOTCH LINTEL WHERE TOP FLANGE SEE MANUF. LANAI BEAM - (1) #5 CONT. REQUIRED FOR CATALOG FOR HEIGHTS MICRO -LAM OR 1 2 2 NOTES: CONCRETE PLACEMENT & WIDTHS OTHER (SEE PLAN a ° ° SEE MANUFACTURER'S FOR SIZE) .. 4. O INFORMATION FOR WINDOW / DOOR SEE BEAMS TO ° . ATTACHMENT TO FRAME. MASONRY DETAIL - - - MASONRY SEE MANUF. WALL SPECS FOR 1X P.T. ANCHORED TO LINTEL AND - - 8 O NAI LING REQ.'S } - 4 /; WALL WI 1/4 N X2 q TAPCON AT 12 11 2 O PRECAST LINTEL ��, �� III 3 � O.C. 8 I� 0 BEAMS PER � ANGLED 2X4 NAILED TO PLATE WI(2) � J O 16d NAILS AND COVER W/ 1/2 q PLAN ° SIMPSON ECC SEE MANUF. CATALOG PLYWD OR 7/16" OSB W /8d NAILS AT FOR BEAM COMBINATIONS FOR 4" O.C. (EXTERIOR AND INTERIOR LEFT HEIGHTS & WIDTHS SIDES). 4 c PLAN VIEW P.T. POST SEE FILLED CELL W/ (1)#5 PLAN FOR SIZE ANGLED 2X4 NAILED TO PLATE W /(2) VERT. SQUARE ARCH - CIRCLE TOP - LESS THAN 3' SPAN ROUND OPENING O 16d NAILS. CORNER POST CONNECTION 11 N.T.S. ' ° 2X4 CRIPLE VERT STUDS AT 8" O.C. BEAMS PER PLAN O AND ANGLES NAILED TO PLATE NOTES: W /(2) 16d NAILS AND COVER W/ 1/2" SEE SPECS PLYWD OR 7116" OSB W /8d NAILS AT 4" O.C. (EXTERIOR AND INTERIOR 1. FILL LINTEL AND ALL CELLS ABOVE LINTEL SIDES). 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY DOUBLE 2X4 VERT AT EACH SIDE OF WINDOW SHAPE CHANGES, (1) USP LSTA24 W17 -10d TO BEAM & 7 -10d TO COL. ATTACHED TO TOP PLATE W/ 2 5 6 2 7 SIMPSON MGT OR USP MUGT15 W/ F( SUPPORT COLUMN q 5l8 "X4 ANCHOR BOLT. BUILT-UP 3 2XS OR 4X4 TYP. LINTEL ASSEMBLY OPENING LESS THAN 9 -0 III 7 i ' ' �I q C III 2X4 CRIPLE VERT STUDS AT 8 O.. -- - N.T.S. ( 1 ) US P HET A20 q WJ11 -10d X 1 1J2 — - _ 7 NAILED TO PLATE W/ 2 16d NAILS () a.. TO COL. AND COVER W/ 1/2 11 PLYWD OR 7/16 " OSB W /8d NAILS AT 4" O.C. (EXTERIOR AND INTERIOR SIDES). • ° TIE BEAM ARCH - CIRCLE TOP - MORE THAN 3' SPAN MULTI - VARIETY TOP O DOOR OPENING AREA (TYPICAL) CONC. TIE BEAM W/ NOTCH LINTEL WHERE (1) #5 CONT. REQUIRED FOR CONCRETE PLACEMENT MASONRY WALL .. ° d. ° 0 G d I F 4A A 2 MASONRY WALL WINDOW AND DOOR MOUNTING -MASONRY PRECAST LINTEL ` ' N.T.S. BEAM AT RAISED ENTRY 2 °' N.T.S. d 8" H. KNOCKOUT 8" H. KNOCKOUT 8"H. KNOCKOUT ° MASONRY WALL °' ° BLOCK FILLED SOLID °, W/ (1) #5 BAR BLOCK FILLED SOLID °, W/ (1) #5 BAR BLOCK FILLED SOLID W/ (2) #5 BAR ° ATTACHMENT PER 4 MASONRY MANUFACTURES • WALL SPECIFICATIONS. 8 "X8" PRECAST CONIC "U" LINTEL FILLED 8"X8" PRECAST CONCRETE "U" 8 "X8" PRECAST CONC "U" LINTEL FILLED 8 "X8" PRECAST CONIC "U" LINTEL FILLED FILLED CELL W/ (1)#5 VERT. SEE MANUF. SPECS FOR BEAMS = .' NAILING REQ. a PER SOLID W/ (1) #5 BAR LINTEL SOLID W/ (1) #5 BAR SOLID W/ (1) #5 BAR PLAN d' ° II ° a SIMPSON MBHA NOTE: SEE CORNER SEE MANUF. CATALOG NOTES: 1. FILL LINTEL AND ALL CELLS ABOVE LINTEL POST DETAIL FOR OTHER BEAM RIGHT LANAI BEAM- COMBINATIONS FOR MICRO -LAM OR OTHER HEIGHTS & WIDTHS PC -1 PC -2 PC -3 PC -4 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY PLAN VIEW (SEE PLAN FOR SIZE) PRIOR TO POUR. THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. ADDITIONAL GROUT FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN THE K.O. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. TYPICAL PRECAST LINTEL TYP. LNTL. ASSEMBLY OPNG. GREATER THAN 9 BEAM TO MASONRY WALL CONNECTION 3 8 13 3/4" = 1'-011 NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. N .T.S. N.T.S. D N S 1 I LES % REV. 01 08/24109 JMG o Qoo JMG REV. 03 o Z N Z 0= F 0 O wo ARC I-I IT ECT U RE 2907 State Road 590 _ I- Suite 7 Clearwater, FL 33759 of w des ign styles inc.com p 727.797.4420 Q f 727.797.9218 #AA0003393 c/) LU N DATE JC REV. 01 08/24109 JMG o Qoo JMG REV. 03 o Z N Z 0= F 0 r` wo "0 OW _ I- to o p D of w N J Q oLUZ c/) W J W_ Z Q w O E M W (wj F w N U M = Of 0 ^, W — aw LL 0 ~ U O >W N � �Q 0 — W 2 O w 0 -3 .-: CD U Z D 0 P U F' m Z Z -i LU W L w z � Z � N Q _L°V �� Q W .o 0.. rm BY REVISION DATE JC REV. 01 08/24109 JMG REV. 02 05/03/10 JMG REV. 03 07/06/10 - LL "0 W E M U M �- ^, W J LL 0 N 0 — 4-0 (n LL ti W � N Q � U � W .o 0.. Q E M-�-+ 0 • (4 � c a . -� Cn OHO M c: 0 0 U O U W LJ... rm BY REVISION DATE JC REV. 01 08/24109 JMG REV. 02 05/03/10 JMG REV. 03 07/06/10 - ISSUE DATE: 05106/10 JOB CAPTAIN: JMG SCALE: AS NOTED CHECKED BY: JMG /PF PROJECT NUMBER: 0737 STRUCTURAL DETAILS 3 0 w w uj w a v z_ N W J z 2 W ca 0 0 04