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HomeMy WebLinkAbout10-10556 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10556 PLUMBING .PERMIT Permit Number: 10556 Address: 5326 SATSUMA DR Permit Type: PLUMBING ZEPHYRHILLS, FL. Class of Work: PLUMBING /NEW Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12- 26 -21- 0040 - 00300 -0090 Improv. Cost: 3,795.00 _ a Date Issued: 6/09/2010 Name: WATKINS, KURT& CARR IRMA Total Fees: 75.00 Address: 5326 SATSUMA DR Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542 Date Paid: 6/09/2010 Phone: (813)788 -5800 Work Desc: INSTALLATION SOLAR WATER HEATER NO ELECTRIC FAFCO SOLAR OF TAMPA PLUMBING FEE 75.00 / 06C n 40•0 1ST ROUGH PLUMB 2ND ROUGH PLUMB SEWER WATER FINAL 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 a 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 Complete Plans, Specifications and Fee Must Accompany Application. ork shall be performed in accordance with City Codes and Ordinances CONTRACTOR PER OF I ea - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO ► CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813 -780 -0020 City of Zephyrhills Permit Application Fax - 813 -780 -0021 Building Department ../055(i1 Date Received Phone Contact for Permitting 33`- .� ~ -- O33 coq Owner's Name L) (tT kJ rL ` 1 Q J Owner Phone Number Owner's Address J SA1 .)M, `k. Z) 1` Owner Phone Number Fee Simple Titleholder Name N A Owner Phone Number Fee Simple Titleholder Address e. {'� JOB ADDRESS v c C(O vte N` A D a- LOT # C i SUBDIVISION L 1-1 A.7 $ i4' PARCEL ID# ia a63.k 00 M61.20 CoCCO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR Mr, ADD /ALT SIGN I I MOVE 1 1 DEMOLISH 1C INSTALL il>✓r REPAIR PROPOSED USE I I SFR I I COMM I I OTHER I I TYPE OF CONSTRUCTION [ ^ Z_ BLOCK I I FRAME 1 1 STEEL I 1 OTHER I I So DESCRIPTION OF WORK oLA A- � R f\ L90 r(;E01-9, t L') BUILDING SIZE SQ FOOTAGE HEIGHT I I BUILDING $ 3--1 b/ VALUATION OF TOTAL CONSTRUCTION I ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY 1 1 W.R.E.C. I I PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION C.IY C I GAS 1 1 ROOFING I 1 SPECIALTY I I OTHER a /J C. L l FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES 1 INO P BUILDER COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURRENT 1 Y N 1 Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y I N I FEE CURRENT 1 Y/ N 1 Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N 1 Address �0 License # OTHER a p■ r � ,/ 4 COMPANY SIGNATURE F V 50 (_ • � / / REGISTERED 10/ N I FEE CURRENT 1 Y / N I Address 5•33 AC —L - e License # F6 6 S RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: ; - Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways - Not over Counter if on public roadways..needs ROW which NOTICE may y DEED RESTRICTIONS: /a County regulations. The undersigned this ssumes responsibility restrictions" ty for compliance with any which may b 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 accordaripe with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor .rflay be cited/ for .a mistierneanor 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 contraotor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County: TRANSPORTATION IMPACTIUTILITIFS IMPACT AND RESOURCE RECOVERY FEES: The - undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply ,to the ionstfucticth oftnew buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County'etdinahce 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 ro'vided with a dopy (if: 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. 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 n will not may affect d for adjacent jacent properties. If. use of fill is found to adversely affect adjacent properties, the the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing Co ndit on l asn or rr other installations not specifically included n the application. cat on work, A plumbing, signs, wells, pools, air co g 9 set aside an y p i s io ns of construed the te c o h i al. codes, nor shall issuance of a permit prevent the Building Official from thereafter set asde any provisions G shal‘become invalid req a correction of error plans, cot is within six months of permitissuance, o issued wprirvuthorized by unless the work k authorized by y such perm the peril* is suspended or abandoned for a period of six (6) months after the time the work is commended. a s nd. will demonstrate may be requested, in the e w te nsion �fhwork Building cea es or (90) period consecutive days,,thejjjob(issccons tiered" abandoned. justifiable cause for th exn WARNING TO OWNER: YOUR FAILURE O YOUR NOTICE OF YOU INT TO OBTAIN NGTCONSULT PAYING TWICE FOR IMPROVEMENTS TO WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR Le ICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR S scri ed and s / to • ed e�r,e me this Subscribed and sworn to (or affirmed) before me this y VLJt by Who Is re persona y known to me or has /have produced Who is/are personally known to me or has/have produced �:— as identification. as Identification. Notary Public Notary Public Commission No. Commission No. - -- - -- - -- -, Name of Notary typed, printed or stamped Name of Notary typed, prf - "= Mv COMMISSION # DDs EXPIRES August 25. «, r,n.r, Sd Her lallotaryService.com S a ,., .,C \ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: is rC' 5( Date Received: 6-/-10 Site: _532 S>1 Tyu c Permit Type: 3b (a- K (,d 4e do z Approved wino comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This co ent shee shall be kept with the permit and /or plans. AL / 71e Kalv't ' witzer ' ans xaminer Date Contractor and/or Homeowner (Required when comments are present) 3 2001 BUILDING CODE WITH 2005 REVISIONS, A5CE 1 -02 INSTALLATION vERIFIED TO THE FOLLOWING PARAMETERS: •150 MPH, EXPOSURE "B" OR "C ", CAT II: 1.1.0, Kd.0.85, Kzt•I.0, Kz.TABLE 6.5 tin • 0.00256• Kz•Kzt•IcI••I, P • qh ((GCp)- (GCpU), GCpI.+0.18, MRH.30, NT ZONE 1 Di STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE • STRENGTH OF 16001b. SCREWS SHALL BE '12 OR BETTER STAINLESS STEEL AND SHALL FULLY C PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH SICAFLE ( la CONSTRUCTION SEALANT APPLIED TO A 1/8' PILOT HOLE PRIOR TO AND AI-I tK P CD LACEMENT OF THE FASTENER AS SHOWN HEREIN. THIS DETAIL vALID FOR 4 ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL 0 SITE SPECIFIC ENGINEERING REQUIRED BEYOND. END ZONE 2 . 4' DETAIL vALID FOR HYHZ ZONES UP TO AND INCLUDING 150 MPH. Ti-i8 DETAIL NOT z VALID IN DADE COUNTY. LL 0 Z O 0 co U O O U GENERAL NOTES: U Ct 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AS STATED HEREIN. ALL LOCAL CODES SUPERSEDING THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN IN DESIGN AND MAY REQUIRE ADDITIONAL ENGINEERING. 2. ENGINEERING VALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING APPLICATIONS. \ I Certify That t Have Reviewed These 3. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (SHOWN) Plans And They Contain Td AND HORIZONTAL. Chapter 16 of the 2007 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE Florida Building Code CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS With Zoos Revisions THE ROOF SURFACE. NO WARRANTY, EXPRESSED OR IMPLIED IS OFFERED FOR THE INTEGRITY OF THE EXISTING STRUCTURE. Design Criteria: Basic Wind Speed 150 mph 5. 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION Wind Importance Factor 1 SUBSTRATE. Building Category II 6. NO CERTIFICATION IS OFFERED FOR PLUMBING OR ELECTRICAL WORK. THIS IS A wind Exposure B STRUCTURAL CERTIFICATION ONLY FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE. Internal Pressure Coefficient r / 0.16 1. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN Components &Cladding 1 CRITERIA. THEY MAT VARY SLIGHTLY. CONTRACTOR IS TO vERIFY ALL FIELD DIMENSIONS oeson Pmssure +35.3/ - 47.2 c PRIOR TO INSTALLATION. No Other s 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. Are Slated ormd' USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES 4 SAVES HARMLESS THIS ENGINEER FOR ALL COST t DAMAGES INCLUDING LEGAL FEES t APPEL4TE FEES Bryan En8noe P Mal em L RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION - 1o6� . • se In• soial •r. Stew PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, t FEDERAL o ✓}• ! . FL 7:• CODES t FROM DEVIATIONS OF THIS PLAN. PE - .• - 1 5. EXCEPT AS EXPRESSLY PR0vIDED HEREIN, NO ADDITIONAL CERTIFICATION OR /Id 17( o AFFIRMATIONS ARE INTENDED. - !f V:r. , , a Raised - . 10. SYSTEM HA5 BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: al if ^m 8ue 1M A. UP TO 150 MPH WINDS (3 SECOND GUST). B. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE , C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (45 DEFINED IN THE DIAGRAM FBC 1609.60) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING SPECS 10 /A -I \ (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL DAB. BE REQUIRED)- ( March 13, 2009 DRAWN BY: 11. TI-415 DOCUMENT MAY BE MASTER FILED. T.9.91, 2. - n415 1H15 ENGINEERING EXPIRES ON 11— ( _/ ,yt — 24) 4) OR UNTIL SUPERSEDED BY 11:15 AM NEW CODE, WHICHEVER COMES FIRST. 11.2.4 SoFtPIar Lite COPYRIGHT © 2008 MOLYET ENGINEERING \\ 51-IEET NO: A - 1 GENERAL NOTES DACRON BODY STRAP 4 CLEATS DACRON UPPER HEADER STRAPS TOP, MID, AND BOTTOM OF ALL PANELS 4 CLEATS SPACED AS NOTED FASTENED PER MOUNTING DETAIL 5 /A -I (SEE DETAIL 5 /4-I) 4 i , / 8', 10', 12' TALL x 4' OR 2' W. SOLAR PANEL. fei .7C /�i�i` / " END STRAP ir S'' - . 4 /0 4 / % \,� r' / , � . MID STRAPS `` � `i a i r END STRA miiiiiiii: le F. de,: att IONS ( 74.11.14.1"..41"",/ ����� [1] L 0 o_ SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMIATATIONS: TIE DOWN CLEAT CAP A. UP TO I50 MPH WINDS (3 SECOND GUST). 0 12 OR BETTER STAINLES STEEL SCREW B. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE. C. IF ANT PORTION OF THE SOLAR PANEL LIES IN ZONE 2 f' TO FULLY PENETRATE ROOF SHEATHING � TIE DOWN CLEAT BASE (AS DEFINED IN THE FIGURE PSC 160S.6C) ADDITIONAL STRAPPING IS REQUIRED - SEE STRAPPING SPECS 6 /A -L FOR DACRON STRAPPING ' (SEALANT BELOW) ) (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED) / 3/16 PILOT HOLE 4 SEALANT 4 4 . " HOUSE ROOF t COVERING (MAY VARY - ASPHALT, TILE, OTHER) ''............................................/ • lir el 1111111111mw 47 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4 # • NUMER OF BATS VARIES AS NEEDED TYPICAL CONN. TO ROOF DACRON BODY STRAPS AND TIE DOWN CLEATS (SEE DETAILS I 1 2/A -U FASTENED WITH •14 5M5 TO ALUMINUM RACK BELOW r r r r - o, I , , , 1, I/ i i1 III TTP) CONN. TO ROOF i ll lllliIi llI q a FOR TILT MOUNT ` (SEE DETAILS I 1 Z/A -U ilk Q I'>Q ° xl /S" AWMN. P I ANGLES DOWNWARD D ACRON BODY STRAPS SEE SECTION VA -1 ULED TIGHT Ii!iP11111 O ( SEE STRA TION S , 10/A-I F, LOCATIONS) 1�/ I ROOF Z ~, _ 1114111. 'E h -Ilk: Q I "x2 "xl /B" ALUMN. m "U" CHANNEL S. 1 - &N TALL x 4' OR I W. 111111111 TYPICAL CONN. TO ROOF 50LAR PANELS Wfn-1 OPTONAL (BEE DETAILS I 1 2/A -U (2) .14 SMS EA CONN. SEO'UENTIA SUBSTRATE .. inummummummummoi 1 I I Q N - L1 24" - 52" 4 VARIES W/ NUMBER �- AND SIZE OF COLLECTORS 7 ST_ RAP QUANTITY AND SPACING ZONE 1, • UNIT LENGTH STRAP QUANTITY STRAP SPACING 4 DACRON BODY STRAPS STRAPS TO BE EYENLT SPACED, Id -0" 4 DACRON BODY STRAPS END STRAPS TO BE WITHIN 12 FROM END OF PANEL 17-0 1 5 DACRON BODY STRAPS E ZONE 2 - UNIT LENGTH STRAP QUANTITY STRAP SPACING B -0" 5 DACRON BODY STRAPS STRAPS TO BE EVENLY SPACED. 10 -0" 5 DACRON BODY- STRAPS END STRAPS TO BE WITHIN 12" FROM END OF PANE.. 12' -0" 5 DACRON BODY STRAPS -- } Solar FAF'CaQZ ` Solar Sensor N Collectors r y 1 - Mounting PEX ` Hardware plumbing loo Roof Vented c . _ ..._._— :..._ —.. Jacks Drainback `. ..._._._�_�_..._.,_�.. g • -s-- . Tanks with ----- Cold Water Level -`� �:\ -� -- ::`:: -_ Shut -Off • Indicator \--2-2 -:. .. y :.__: _. Valve • T j`:� _ G rr INCOMING COLD 1 Anti -Scald Solar _ ' i HOME HOT Controller , WATER Valve � _ et_ Wa Heater or Temperature - � Storage Tank ._ j Gauges [�` 3i I I 1 , Coaxial tank Drain Valve I 6 6 4 t 1 -' adapter t -- Tank Temperature Circulation �, Module � _ Sensor \ \ \, - L ochinvar ® Sun Saver ' •' ILph Efficiency '.atcr lfcvtcrs. Bailey s and Pawl 11calcrs Solar Wider Hoalors Standard Features __.. • Exceeds ASHRAE Energy Standards • Foam Insulation — Improved formulation provides uniform tank coverage with a thick blanket of insulating foam. This non -CFC polyurethane closed cell foam minimizes standby heat loss and maximizes heat retention. • Glass -Lined Tank — Fused to the tank at 1600 "F, the durable glass lining is triple- tested, assuring lasting protection against rust and corrosion while providing clean. clear hot water. } • Magnesium 'Tank Saver — A large diameter anode rod provides lasting protection from the effects of electrolytic j t or OSIOII. f ' 1 (.tictlftjsHll t • Dielectric Nipples — Protect the tank from corrosive action between dissimilar metals, and reduce installed cost. • Thermal Isolation — Unique design prevents heat loss through the bottom of the tank_ • Side Relief Valve Tapping — "This provides quicker, t labor- saving installation. • Pre- Wirerl Tank Sensor Lead • Heating Element — 4500 watt immersion type heating element for heating system hack -up. a a • Certified at 300 psi test pressure — for 150 psi working pressure all models . • Brass Drain Valve , £ • V4'arranty -Six year limited tank w 4 arranty. Six year warranty on parts. ¢N3 - (See warranty for details) Ten year limited tank warranty upgrade also available. Sun Saver Solar Dimensions and Specification ____ ._.__-._._._ TOP VIEW i s s 8" 8 if lir N > '� A. Wires from Sensor Mounting Stud 4 6 - - 4 3 _ "`. 8. Thermostat r k C. Heating Element t F.' D. Collector Return Tube ED • j E. System Inlet Tube #1 - 3/4" Pump Suction I F. 2" Non -CFC Foam Insulation #2 - 314 Cold Inset I; j #3 - 314" Collector Return I Fi G. Pump Suction Tube #4 - 314" Hot Outlet it: H H. Hot Outlet /Anode Rod 1.....— a —I IIII MB I :. , TG e ' I I. Sensor Mounting Stud ---,-- I 0 J. Thermal Feet K. Glass lined Tank �'.; I . t 1. Brass Drain Valve • F '� ` `ti I M. T &P Valve Opening T A o " fa : ; N. Alternate Collector Return Opening t E t r 0. Alternate Collector Supply Opening • �' "t 1 t 0 Ali. COSI! Alt C 11 ,- Model Gallon Return Supply S q Humber Cu. a41t A B D S F it Iti FTA066K 65 59" 22" 52-1/2" — — 165 FTA082K* 80 59" 24" 52 -1/2" 38" 8" 210 _ FTAl20K* 119 62 -3/4" 28" 56" 38 -1/4" 8" 310 Notes: ° ,14odr's /moor utrrovrutr rofh', ,,'r supply and whirl, ..,.,nne, rirn<. i'oltgge caul wattage: 2401' 1::'- 4500 For Ease In Ordering By Model Number FT A 082 K .911 models (wadable 15ith 0 .S'ia )ear F Lurrilcd tlarra,i1 against lank (iilure. . 9 17 , p 9> All parts are warranted lorsix year 1 ,1,`S , �h� 9 c,, Three rear !butted It ai r anti^ nn rill models When lnstiilled ht a ('0011/ 5 011 uplrlicaflnn. This heater is a Solar water heater with a 6 year warromy. It has an 82 gallon lank capacity and f.1 Ten year brunet/ Tank N iro-ano upgrade one 240V I,', 4500 watt element_ 15 available.) �!! Lo chinvar C 14,1 US High Effict o , Water Heaters. Boilers and Pool Heaters L,'cl:in', r ( ,OW01;1111)11 • t)ti Mlicidu3; Sills ,on PLY, • L 'Latlon,'1 N 1700() • 015 9 ti(xii) 1, r01 S- Imo www.Lochinvar.com so -05 ,Rccisc,i Sts -05 2 3 09- I'rinlcJ in I 5 5 t c . TR 9761 l e 1 le The Steca TR 0301 was the first controller on the market to be equipped with a graphic display, on which an animated solar circuit of a solar energy system fully indicates the operating status of the system. The clearly arranged display ensures easy operation using pictograms. The controller was jointly designed with an in- ternationally renowned design centre. The controller is used itecet for monitoring and controlling solar thermal systems with one collector array and one storage tank. In addition, the controller performs important system monitoring and safety functions to ensure safe and long- lasting operation of the en- tire system. The numerous additional functions of the Steca TR 0301 also include a maximum storage tank temperature — — -- - function, a tube collector function, an anti- freeze function, a holiday and storage recool function as well as a choice of 11111ffilMINIEMINI I ■I 1 temperature indications in either degrees Celsius CC) or Fah- renheit CF). The operational safety of the system is supported by a sophisticated fault diagnosis. The multi coloured LCD r backlighting ensures quick and safe location of occurring er- rors and facilitates quick troubleshooting. – Q 1 f I I U mf 117 9 System voltage 230 V (4 15 io), 50 Hz ,_ ,. optional 115 V (_ 15 %), 60 Hz Own consumption <_ 1 W Inputs 3 3 x temperature (P11000) Output 1 1 x switch output relay (51), n max. 800 W (230 V) Turn -on temperature difference 8 K Turn -off temperature difference 4 K Ambient temperature 0 C _. +45 C ti _ Degree of protection IP 20 / DIN 40050 Dimensions (X x Y x Z) 134 x 137 x 38 mm Weight 250 g ' Technical data at 25 C / 77 F . 1 as r.l aF' nl ,,:zi::>n: li: ..., +'.,3..�.. ,.. ,., �>'z PRIPCO . ∎ e SOLAR HEAT EXCHANGER DESCRIPTION: The Revolution TM Solar Collector is manufactured in Chico, California. The collector is a specially developed, highly stabilized polyolefin and is of parallel, circular channel design. The collector channels are dimpled using a subtle combination of angle, depth and frequency. This technology directs the water into a spiral, revolving flow exposing all the water molecules to the suns warmth. It is unglazed, uninsulated, and designed for low temperature applications such as swimming pool heating, heat pumps, aquiculture, and hydroponics. DIMENSIONS: Header Length = 50.875 in. (1.29 m) Width (Panel body) = 47.5 in. (1.21 m) Overall Dimensions Effective Area 4 ft. X 8 ft. (1.22 X 2.44 m) 30.8 ft (2.86 m2 4 ft. X 10 ft. (1.22 X 3.05 m) 38.8 ft (3.60 m 4 ft. X 12 ft. (1.22 X 3.66 m) 46.6 ft (4.33 m ROOF MOUNTING SPACE: Width = [Number of panels X 50.875 in. (129 cm)] + 24 in. (61 cm) Length = Panel length + 24 in. (61 cm) RACK SPACE: Width = [Number of panels X 50.875 in. (129 cm)]+ 2 in. (5 cm) Length = Panel length + 6 in. (15 cm) FLOW: Maximum recommended flow = 8 gpm per panel 3.47 psi head loss (1,817 l/hr, 0.244 kg /cm Minimum recommended flow = 3 gpm per panel 0.48 psi head loss (681 I /hr, 0.034 kg /cm Recommended flow = 4 gpm per panel 0.87 psi head loss (908 I /hr, 0.061 kg /cm PANELS PER BANK: 12 panels single end feed (maximum) 17 panels diagonal feed PRESSURE: NORMAL OPERATING MAXIMUM INTERMITTENT PRESSURE PRESSURE 80 ° F (27 ° C) 0 to 30 psi 45 psi 2 (0 - 2.2 kg /cm (3.21 kg/cm 212 ° F (100 ° C) 0 to 5 psi 5 psi (0 - 0.35 kg /cm ) (0.35 kg /cm 70 ° F (21 ° C) Measured burst pressure of panel body = Over 300 psi (21.0 kg /cm TEMPERATURE: Normal operating temperature = 60 ° F to 90 ° F (16 ° C to 32 ° C) Maximum continuous operating temperature = 212 ° F (100 ° C) Maximum intermittent temperature (unpressured) = 250 ° F (121 ° C) Melt temperature = 338 ° F (170 ° C) CHEMICAL RESISTANCE: Compatible with common collector fluids CORROSION: Non - corrosive FREEZING: The system should be drained before freezing conditions occur. WEATHERABILITY: Weatherometer, accelerated outdoor exposure, and other extensive laboratory testing demonstrates long -term weatherability of Revolution TM collectors (see warranty). Additionally, FAFCO's experience of 30+ years and over 1,000,000 collectors installed confirms that the proprietary stabilization and high mechanical strength results in negligible warranty over the FIFTEEN -YEAR warranty period. WEIGHT: Without Water: 4 ft. X 8 ft. 13.5 Ibs (5.04 kg) or 0.42 Ibs /ft (2.05 kg /m 4 ft. X 10 ft. 15.9 Ibs (5.93 kg) or 0.40 Ibs /ft (1.95 kg /m 4 ft. X 12 ft. 18.3 Ibs (6.83 kg) or 0.38 Ibs /ft (1.86 kg /m With Water: 4 ft. X 8 ft. 51.1 Ibs (19.1 kg) or 1.60 Ibs /ft (7.81 kg /m2 4 ft. X 10 ft. 59.8 Ibs (22.3 kg) or 1.50 lbs/ft (7.32 kg /m 4 ft. X 12 ft. 68.5 Ibs (25.6 kg) or 1.43 Ibs /ft (6.98 kg/m ABSORPTIVITY: 0.96 EMISSIVITY: 0.90 TIME CONSTANT: 64 seconds TESTED OUTPUT: 1,064 BTU /ft (Florida Solar Energy Center) PERFORMANCE CURVES: INCIDENT ANGLE MEASURED EFFICIENCY CHARACTERISTICS Average flow rate 4.8 gpm (1090 I /hr) Average wind velocity 1.2 mph (1.9 knyhr) 1.05 • 100 ' 90 1 80 w r 70 J U Z so z 0 - ' 0.95 w Q W U- 50 LT W O 0'9 it 40 2 30 z 0 .85 20 10 0.8 - 0 0 0.2 0.4 0.6 0.8 1 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 (1 /(Cos IncAng)) -1 (1 -Tayl (F sqft hr /BTU) EFFICIENCY vs. FLOW (for typ. conditions) PRESSURE vs. FLOW 0.80 8 a 6 6 0.70 N Z N O 4 w ui J 5: Q w 0.60 IL 2 S 0 0.50 0 1 2 3 4 5 6 7 8 0 1 2 3 4 FLOW RATE (gpm Per panel) FLOW RATE (gpm) Additional test data available on request P/N 06838B 2/01 BUILDING PLANNING ta1~ 7 r . ;® hj i ! C? OQ C7 !(s) lift hi a . ■ Cc, 05_10° n h, t , a GABLE ROOFS WALLS 0 <_ 10 y l al fatal i al a 'k i .� Al OO ' O (" '�3 ° .(i , ® , / X/ N0) , ri (1) L7 lz) (I) (1.) :0 OO l') 4�' i (j lam` h a - h - -_ ` a 2 ^ • J O O 10 ° <05 45 ° .' /' \- ;4 , 10 <05__30 c. 1 Qi ? (D C, (J W . (, . } - rj GABLE ROOFS i a 10 < 0 <_ 45° HIP ROOFS 10 ° <05__30° For SI: I foot = 304.8 mm, I degree = 0.0175 rad. NOTE: a = 4 feet in all cases. FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE 8301.7 Note: L = span length, H = span height. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS".` a. The wind Toad shall he permitted to be taken as 0.7 tines the Component and ALLOWABLE Cladding loads for the purpose of the determining deflection limits herein. STRUCTURAL MEMBER DEFLECTION b. For cantilever members, L shall be taken as twice the length of the cantile- ver. 'ters having slopes greater than 3/12 with no L/180 c. For aluminum stnictural members or panels used in roofs or walls of sun - 'ed ceiling attached to rafters room additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not exceed L /60. For sandwich panels valls and partitions _ H/ 180 used in roofs or walls of sunroom additions or patio covers, the total load Mastered ceilings 1_,/360 deflection shall not exceed L /120. 'iral members L/240 R301.8 Nominal sizes. For the purposes of this code, where Li plaster or stucco finish H/360 dimensions of lumber are specified, they shall he deemed to he nominal dimensions unless specifically designated as actual ' loads' with brittle finishes L/240 dimensions. Ids' with flexible L /120 'TIAL 3.11 111111111111 a 11111 11111111111111111111111111111111111111111 2010078962 Key No. Permit No. Rcpt :1308557 Rec: 10.00 DS: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT 06/03/10 L. Sagastume, Dpty Clerk THE UNDERSIGNED hereby gives notice that improvement will be PAULA S.G'NEIL,Ph D.PA5C0 CLERK & COMPTROLLER Made to certain, and in accordance with Chapter 713, Florida State 06/03/10 02:01 m 1 of 1 Statues, the following information is provided in this Notice of OR BK 8346 PG 1810 Commencement: - t- Frt.'s 15 AOD M3 S P68.1 L,orci gue..3 1. Description of Property: Parcel No.: i,zoat OOyO f)03a0 O0c1'o / 6sa . So4Tsv, 4 oil. ZR.f.i.4 -PL vS�fa- (Legal description of the property and street address if available) 2. General Description of Improvement: So LACL t, ta- r >c_SL bi- C.ATER 3. Owner Information: Name: .V �-(" 1 A S Address: 532.s, Sof A Dt _ City ?�.iht `I i...1+1( st State ,32, { a. Interest in Property: OVN,05L, Name and Address of Fee Simple Titleholder (If other than owner) :/U LA 4. Contractor: Name: 7Wcr boLRL_ Address: 5833 MyEitLArtE CAL. City Ct,FAfZIA4 - State 334.0 Phone No. �a..q 4.3c (0 0,'; Fax No. 5. Surety: Name Amount of Bond: $ Address: City State Phone No. Fax No. 6. Lender: Name: Address: City State Phone No. Fax No. 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. Name: Address: City State Phone No. Fax No. 8. In addition to himself or herself, Owner designates of To receive a copy of the Leinor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is 1 year of recording unless a different date is specified.) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SEC 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C MMENCING WORK OR RE • ' ' OUR NOTICE OF COMMENCEMENT. 1 / , Signature of Owner or Owner's Authorized Officer /Director /Partner /Manager Signatory's Title /Office ***Signature Required by same below by `X" mark*** State of "CLOOAOR County of �Is. Ga The forgoing instrument was acknowledged before me this 2.-J day of MAT � , 2010 by j (1T L.)Rq- 4.110-5 (Printed name of person acknowledging) as 0 tJ \9 for SELF . •rity e •., . , trustee, attorney in fact) (Name of party on behalf of who instrument was executed) :.• nature •T otary Prin Type or Stamp Name of Notary Personally known OR Produced Identification ,�• *V.4 ,, Type of Identification Produced: Pt, ; � .., DENNIS ROLA/vp • Verification pursuant to Section 92.525, Florida Statutes: under "; -, , • r MY COh, ?�Rf3 N �''1 SEY Penalties of perjury, 1 declare that I ve . read the foregoing and ' . °' F DD 913786 that th cts stated 1 it are ttr. . nowledge and belief. ( 398 - o153 EXPIRES Rust 25,� 1 � r x , 1 \ k ', \ „ 4+., S rvicec r� / �J Signature of Natural Person Signing Above \VL STATE Ur- FLORIDA, COUNTY OF PASCO THIS IS TO CORRECT COPY OF THE TRUE AND DOCUMENT ON FILE OR OF PUBLIC RECORD FFIC AL SEAL TS OFFICE W1T S MY HAND 2 ( 1O DAY OF 51,„, u P A U A S. O'NEI f RK &COMPTROLLE 0 DEPUTY CLERK BY 4 -- FAFCO SOLAR OF TAMPA DBA, of Duramade Windows & Doors, Inc. 5733 Myer Lake Circle, Clearwater, FL 33760 813 -635 -0826 • Fax: 727 - 239 -7697 Solar Lic. # CVC 56780 CONTRACT PURCHASER NAME: 3 ' A - Var LA, '7/0 >VS Phone #: ?f " •75Y� 22 Date: Address: 240 54-35 ✓»" 4 f•� cell #: E/ 3 �/ cid -s^: ` f s State: /� ` Zip: . 5.�7 a" Sales Rep , ��G /L Email: General Description of Work: - 7 z1t✓ , 9 �' Sid �'� - -- / - � � / 7 - 17 — 1 7 — � ca'' 't • f�LSG y itJs723i C 1/6 1 /* IA) i - which is further described in the detailed specification sheet attached hereto as Exhibit "A ", `B ", or "C" and initialed by the parties. The above work will be completed in accordance with the terms, conditions and specifications herein, with payment to be made accordance with the following payment schedule: 1. BASE SYSTEM PRICE $ .x"795 2. SYSTEM es PTIP1NS $ °� G 3. PERMIT & SET -UP FEE $ 4. TOTAL PURCHASE PRICE $ � 93 5. DOWN PAYMENT 6. BALANCE DUE UPON COMPLETION $ 7. BALANCE TO BE FINANCED 35 ' BUYER'S RIGHT TO CANCEL THIS LS A HOME SOLICITATION SALE, AND IF YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL THIS AGREEMENT BY PROVIDING WRITTEN NOTICE TO THE SELLER IN PERSON, BY TELEGRAM, OR BY MAIL. THIS NOTICE MUST INDICATE THAT YOU DO NOT WANT THE GOODS OR SERVICES AND MUST BE DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU SIGN THIS AGREEMENT. IF YOU CANCEL THIS AGREEMENT. THE SELLER MAY NOT KEEP ALL OR PART OF ANY CASH DOWN PAYMENT. ,STATUTORY NOTICE REGARDING CONSTRUCTION LIENS: ACCORDING TO FLORIDA'S CONSTRUC- TION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRAC- • • • ' • a ' - • ! . Y ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED co in 0 1- > 1 .. n•,.: ti I I al 2. z IM ---- IFINII MUNN, 0" .--- 4 4-14' AW m — ' 1 'I ..,i1 0 iii . N 4 i 4 g 0 1- PE 0 q .,6 g ' i \ I 1 1 T , F ' N'S. 111 K r_w. ....„ 0 -4 9; 1 1 ---1 !4 1 / 6 d 2 I-- ,L......5' 1.----1 ‘\ pl 1./ ..,... , ,... c z 9 il ,... , . t -I Pr 3 i , 2 r r o I ,ym ;!...,,,7 , \ 7 o , Ai . m -I 1---- , ......i ...... r-, ........ . ,, .., ,,-. , \ , › ; 1 1 ,, .,,,,, , \,„ , R q F 4! i - , q L li i 4 1 F- i3i Oi ? 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