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103 Mellonville Ave - 08-001063 (2008) WATER HEATE CHANGE OUTCITY OF SANFORD PERMIT APPLICATION Application # : %/- 'NA f J 0(0 _' 00r! ' Submittal Date: JobAddress:n1 V I/n aueoor: cx)-yvQ Parcel ID: DU — Iq /—31 _,5bU QI.1I + Q0y Zoning: p Hiistoric District: Description of Work: l bcam-o k% l I ( S'q`uar Fotage: MAR 0 5 20(8 Permit Type: Building Electrical Mechanical Plumbing e Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # ofAMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # ofDwelling Units: Flood Zone: (FEMA form required) r.....................................,I.............................................. Property `Owner: l 16 1 , Girl !t_. Contractor: 1 ey i n C{ { Q ) Address: ` ) Vl i) -e Address: IOFS CO fyi1 ,1'CrC T las Phone: J ail: Phone* "IU_-') 13 ate License Numbelo__ Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis 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 districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property oe require=ooFlo ' Lien Law, FS 713. Signature ofOwner/Agent Date Signature ofContractor/Agent\ ate KcVIo Print Owner/Agent's Name int Contractor/Agent's Name J Signature of Notary -State of Florida Date S atur fNOIa[v-State o da Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTIL: FD: U NV IA4Y !'[TSUC-STATE OF FLORIDA1" Suzanne Beach Commission # DD541681pphs: A 18, 2010 Contractor/A!qq d gS tiBt6 Id8R. Produced ID ENG: BDG: aS z Alternate Enerav TechnolnQie, • AF_dn SOLAR COLLECTOR CERTIFIED SOLAR COLLECTOR _ CERTIFICATION 0.,1 I SUPPLIER: Alternate' Enemy ' ec©l bies C C1' 057 N. Ellis Road ra R,' Jacksonville, FL 322541 YIODEL: Alternate Energy AE -40 SRCC OG -1100 ) COLLECTOR TYPE: Glazed Flat -Plate CERTIFICATION #: 100-2002-001 F w.:,:. Gross Area: 3.696 m'- 39.73 ft' COLLECTOR THE, PERF'ORIMANCE RATING 69.4 kg 153 lb Test. Pressure: lge a'oules Per Fanel 1'er I a Frame: j i Thousands of Btu Per Pariel Per lav CATEGORY Ti-Ta)' CLEAR DAY J23MJ/m' u MILDLY CLOUDY CLOUDY DAY" 17 VrJn11 •d 11 MJ m- d CATEGORY CLEAR MILDLY CLOUDY i ( I i -Ta) DAY CLOUDY' DAY 2000 1500 Btu/ft=-d 11000 Btu/f,'--d Btu/f`•d A (-5°C) 55 41 28 A (-9°F) 52 39 27 B (5°C) 50 36 23 B (9°F) 47 35 22. C (20°C) 42 29 16 C (36°F) 40 27 15 D (50°C) 25 13 3 D (90°F) 24 13 3 E (80°C) 10 1 E (144°F) 9 l k,- .0 waw/ .-vv[ltcl ncauug twann kumatel u-wa(cr beating (Cool Climate) L -Air C-ondltlollfilg Original Certification Date: November 22, 2002 COLLECTOR SPECIFICATIONS Gross Area: 3.696 m'- 39.73 ft' Dry Weight: 69.4 kg 153 lb Test. Pressure: 1103 kPa 160 psig COLLECTOR MATERIALS 0.465 Btu/hr•fi'-°F Frame: Anodized Aluminum Cover (Outer): Low Iron Tempered Glass Cover (Inner): None Absorber Material: Tube - Copper /Plate - Copper Fin Absorber Coatin;: Selective Coating Insulation (Side): Polyisocyanurate Insulation (Back): Polyisocyanurate TECHNICAL INFORT11IATION Efficiency Equation [NOTE: (P) = Ti -Tal S I Units: r) = 0.691 -3.3960 (P)/I I P Units: tl = 0.691 -0.5985, (P)/I Incident Angle Modifier [(S) = I/cos 0 - 1, 0°<_ e<•60'1 K«t = 1.0 -0.1939 (S) -0.0055 (S)Z K,, = 1.0 -0.20 (S) (Linear Fit) REMARKS: Net Aperture Area: 3.481 m 37.47 ft' - Fluid Capacity: 6.1 1 1.6 gar Max. Oper. Temp.: 176.7 °C 350 OF PRESSIJRF DROP Flow A P ml/s 9prn Pa in HIO I 0.706 October. 2004 Certification must be renewed— annually. For current statils contact: SOLAR ^;aITVG & CERTIFICATION CORPORAI-ION o FSEC + 1679 Ciearlake Road o Cocoa. FL 32922 a (32 1) 638-1_537+ Fax (32 1) 638-1010 Y Intercept Slone 0.0019 (P)'/1 0.706 4.9099 0.0002 (P)'/I 0.706 0.465 Btu/hr•fi'-°F Model Tested: AE -21 Test Fluid: Water Test Flow hate: 39 mi/s 0.62 gpm October. 2004 Certification must be renewed— annually. For current statils contact: SOLAR ^;aITVG & CERTIFICATION CORPORAI-ION o FSEC + 1679 Ciearlake Road o Cocoa. FL 32922 a (32 1) 638-1_537+ Fax (32 1) 638-1010 SUMMARY INF'ORMATIONtSHF-ET FLORIDA SOLAR ENERGY CENTERL13 Noveer 20021679CLEARLAKEROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000 FSEC # 0009ONFSEC # 00090N MANUFACTURER Alternate Energy Technologies, LLC Collector Model 1057 N. Ellis Road, Unit 4 AE -40 Jacksonville, Florida 32254 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet theminimumstandardsestablishedbyFSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing CanadaInc., Mississauga, Ontario, Canada. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resultingcertificationisnotaguaranteeoflongtermperformanceordurability. DESCRIPTION Gross Length Gross Width Gross Depth Gross Area Transparent Frontal Area Volumetric Capacity Weight (empty) Recommended Flow Rate Test Pressure Number of Cover Plates Flow Pattern Number of Flow Tubes 3.080 meters 1.200 meters 0.079 meters 3.697 square meters 3.482 square meters 6.1 liters 66.7 kilograms 76 ml/s 1103 kPag One Parallel Ten MATERIALS Enclosure Aluminum frame, aluminum backGlazingTemperedlowironglass, 0.40 cm thickAbsorberCoppertubesweldedtocopperfinsAbsorberCoatingSelectivecoating Insulation Foil faced polyisocyanurate, 3.2 cm thick THERMALPERFORMANCE Tested per ASHRAE 93-1986 Incident Angle Modifier Kra = 1.0 - 0.19 _L_ I cos8 JI Efficiency Equations ri = 72.0 - 501 (Ti-Ta)/I 9 = 70.4 - 346 (Ti-Ta)/I - 1605 [(Ti-Ta)/1]2 Units of (Ti-Ta)/I are °C / Watt/m2 10.10 feet 3.94 feet 0.26 feet 39.79 square feet 37.48 square feet 1.6 gallons 147.0 pounds 1.2 gpm 160 psig Forced Circulation n = 72.0 - 88 (Ti-Ta)/I n = 70.4 - 61 (Ti-Ta)/I - 50 [(Ti-Ta)/1]2 Units of (Ti-Ta)/I are OF/ Btu/hr•ft2 RATING The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy availableforthestandarddayis5045Watt-hours/m2 (1600 Btu/ftz) distributed over a 10 hour period. Output energy ratings for this collector based on the second -order efficiency curve are: Collector Temperature Energy Output Low Temperature, 35°C (95°F) 44,300 Kilojoules/daIntermediateTemperature, 50°C (122°F) ) y 42,000 Btu/day 36,300 Kilojoules/day 34,400 Btu/dayHighTemperature, 100°C (212°F) 12,200 Kilojoules/da1Y 11,600 Btu/dayREFERENCE00081N 08:,19A FROM: DIAN'S ltilclltge•.nr au,on,aLiut, N Lhe key to GUARDIANS rnttstaltiluik efficiency and self-stcfliciency. GUARDIAN will turn on and off daily, collecting heat wllet,ever it is available. The automatic controller ;alerts the; Pump when to run. It also alcru they atuomatic: check valve Lo upon, simultaneously. The PumpAlencircukuet,; colder water (fruit, the' hottoul of your special solar storage tank) through your solar collector(s), and rerurns the healed water to the. ta". This cycle continues as Ions as the sun is available to provide heat to your wai,cr. When there is no 11CAL available, the couLruller turns the Pullip off', acid closes the check valve: to prevent ,illy lois ofheattfromthetank. If your family ever needy more. hot water than the .sun can Provide, GUARDIAN's back-up heating element. autou,atiLallytakesover, in.siming that you will always have all the hot water you need, Worry -free performance is what Lhis tiysrem is all abour. Doesn't it make SU'tl5e u, ler a Gt.IARDIAN wafer heater begin protecting your liNsiyle7 1.059318088 P:2 Enjoy ynaT baths even more, knowing [bar your WA Ler is beingheatedfreebyLhesun's unlimited energy, !test. assured that your GUARDIAN water hcafing ,system Is c+utumatically pruvic]- ing your family with these grear henefiis: $aving$, reduced euurgy consumption, reduced Pollution, and even added value to your home. To bek, n taking, advantage of GUARDIAN'S financial and environmental benefits, call us toiLry i"t ECTING YOUR LIFESTYLE Automata Check valve The AE-' Collectur Serift Miami TestLab Certified to 181 mph wind load Architectural aluminum angles inside vAth special pin grip rivets insure high Stability. An additional comer seal produces the water tightness. this facilitates tong fife and strength. The frame is pmder mated in an attractive medium bmirize- color. No silicon is used! Ribbed aluminum extrusions and a smooth compressed EPDK gasket provide kW,r_eir tightness. This allows easy access to the Collector for repair or maintenance at any tine 01 10"tion. a UV durable (PDM channel with molded corners assures, tong life and avoids all water penetration. Wel tack %turMog JI1 The variable Quint Lock ino.— hardware .4 B re mvuan mounting tine and makes it simple for 11 arywe to install- The Quick tock *tem allows the highest ficaility in mounting and is tested to wind Wd conditions of t81 mph. Mounting possibilities in6jAde: Pitched -roof, Flibmuf, Ground, Balcony, and Facade mcitinting. ALTERNATE ENEMY TECHNOLOGIES, IAC P.O. Box 61326 Jacksonville, Florida 32236 web: www.aetselar.com I a 4 1VAeI * I I 1;. T'1- - PF :';:' F-) Cil. -2i F, Exdusm4y using the new 'Kgh-T' tempered glass with an icon oxide ceitent of less than 1% andt3talsdarenergytrainsmi&bno(greaw 2 0 Selective Crystal Clear cx- 0.945 - 0.965 E - 0.06 - 0.09 The heat transfer is optimized by the high frequency Thermafir forge weld which creates a crystalline homogenous connection between the fin and the dw, SWtimes I 0 to C0 CD GO Go Coftector AE -21 AE -24 AE -26 AE -28 AE -32 AE -40 Gross Area (W) 20.87 2321 25.35 127.97 3191 39.79 Dimensions (in) WAL x 35 IA 9714 x 35 V, 771/4 x 471 851/4 X 47 X 977. X 47 121 -/. x 47'1, Transparent Area (ft") 19.22 21.99 23.65 26.16 29.93 37.47 Weight (1b) 74 84 90 99 113 1153 1; x. --gW 041 W..' 1 5-41. 7_50 I 0 to C0 CD GO Go AE Series Mounting Hardware RACK MOUNT RACK MOUNT BRACKET Raised 112" 1/4' LOCK BOLT AE STANDARD MOUNT F-RDNT TRIANGLE BRACKE' FLUSH MOUNT FLUSH MCIUNTBRACKET Raised 3" 1/4' LOCK BOLT AE STANDARD MOUNT HINGE MOUNT _ REAR—"—' TILT MOUNT STRUT Q 1' x 1' x 0.1' Sol ALUMINUM TUBE LENGTH AS REOUIRED TRIANGLE BRACKET -170 3/8' x 1-3/4' BOLT 1/4' LOCK BC7LT 3/8' x 4' BO -T 3/8' x 1-3/4' BCILT SCOPE OF WORK: SOLAR HOT WATER: WIND LOAD: WIND EXPOSURE: INSTALLATION OFASOLAR WATER HEATING SHW DESIGNED FOR 150 MPH EXPOSURE CATEGORY CSYSTEMWITHAROOFTOPCOLLECTOR T SHW System Installation Specification: This drawing and engineering hereon establish the installation ryireotents for AET solar hot water equipment on buildings in Florida 60 feet or less in height and at roof angles front t up to 45 degrees. Per this particular installation docgrnent, the AET solar panels shall in all cases be installed parallel the roof plane with hold downs flush on top of the upper surface of the roof covering: super -elevating to achieve tter solar collection wid be dealt within a separate construction document. AET solar collectors have passed Miami sting Labs Wind Load Testing IMTL File Number 95-1249).This engineer has evaluated those results as well as the ar collectors, installation components and hardware currently provided by AET as its OEM equipment. Everything has or, found to meet the requirements of the F told. Building Code 2004 with 2006 Supplement. There shall be no bstihnion of other vendor materials without prior approval of this engic— thou AET. 1. Plumbing shall be per figure 1. Floriia Pinching Code shall be adhered to. Particular attention shall be given to protection against over -pressure and freezing - per Florida Mechanical Code, Chapter 14, and per AET OEM installation instructions. 2. This engineer has determined that AET solar collectors combined with the hold-down hardware and fasteners supplied by AET as OEM installation kits will withstand hurricane force winds up to and including 150 mph 3- und gusts. The main structural consideration is the attachment of the hold downs which tie the sol - call. ct,r(s) olarcall.ctor(s) to the underlying roof system using AET-OEM hardware. Lags into roof trusses are acceptable in limited circumstances. HDG/Stainless 5/16 inch diameter -3 inch (min) lags are acceptable in pressure zone 1 at less than 120 MPH 3 -sec gusts. HDG/Stainless 3/8 inch diameter - 3 inch (min) lags are acceptable in pressure zone 1 at wind speeds up to and inducing 120 MPH 3 -sec gusts. Lags shall achieve a cormbined embedment of at least 2 inches in the decking and underlying wood roof truss or thru 36 sq inch area (min) 2 inch by 6inch nominal) wood blocking on the underside ofthe roof sheeting. Where this is not possible, as io the case of a concrete roof deck, lag shields are an acceptable alternate. If the deck is wood and it is not feasible to position blocking to receive the lag, plated steel toggles with a 1/2 inch stainless bolt and tender washer on top of suitable waterproofing such as "Peel & Stick" is an acceptable alternate which may be installed without further consultation with this engineer. This toggle arrangement with specified stainless fender washer and waterproofing may also be used for steel roof decks. Installer shall adhere to requirements of FBC Chapter 15 (Roofing) and best practices of the NRCA Rooting & Waterproofing Manual to ensure that the solar Installation does riot cause root leaks at Initial Installation or as the system "ages'. 4. This design is based upon FBC 1609.6Simplified Wind load Method; FBC 1609.6.1.2 Components and Cladding; 1609.6.2 Design Procedure; Assumed design conditions per Table 1609.68 (pressure zone L, 120 mph 3 -sec gust, mean roof height 30 ft or less Exposure 6). Pressure zones are shown herein as figure 3 FBC FIGURE 1609.6.2.2 with notes. Other design ccndtions shall be dealt with as follows: pressure zone 2, go to next larger nominal fastener; pressure zone 3, go Jp two nominal fastener sizes. Lagging is not acceptable at wind speeds greater than 120 MPH 3 -sec gusts, or i, Exposure Category C, or at elevations greater than 30 ft. Either use a HDG/stainless 3/8 inch "J" bolt grabbing the truss or 3/8 inch diameter stainless nut & lock washer outside , HDG/stainless all thread rod plus standard fender & lock washers and nut thru minimum 36 square inch, 2 inch by 6inch nominal blocking on the underside of the of sheeting. Where blocking method is used, installer shall apply a generous bead of Liquid Nails LN -901 (or equivalent. or better) for minimum of 1 ft along the near joints of the roof truss and sheeting on each truss on both sides tf the blocking - see figure 2. S. Installers, inspectors, building departments and others having questions ordiffering conditions may contact this engineer directly- cell: 813 650 7246, tax: 866 397 9050, E-mail; bolsonl0tamoabay.m.com I DIRECT"D" SYSTEM I ,xr I I - 1 IG 0 4vt.nr a gY,l.e i j3! ax... 3 f.....aw.r - ter Mwagr Taal o, FIGURE 1 PZ = PRESSURE ZONE WZ =WIND ZONE SOLAR SYSTEM COLLECTOR: ROOF ANGLE: MODEL:AE-21/AE-24/AE-261AE-28/AE-32/AE<0 COLLECTOR INSTALLATION STANDARD FLUSH W1 ROOF IPAFRONTELEVATIONSECTIONARNDLASHING MOUNTING: LAGGING: J - BOLT: BLOCKING: LAGGING INTO TRUSS OR J -BOLT IS ALLOWED INALL ALL THREAD THRU BLOCKING BLOCKING IS ALLOWED ONLY IN PRESSURE ZONES, ALL HEIGHTS IS ALLOWED IN ALL PZ1 AT 120 MPH WZ OR LESS, 30 THRU 60 FEET AND WIND ZONES PRESSURE ZONES, ALL FT OR LESS MEAN ROOF HEIGHT THRU 150 MPH HEIGHTS THRU 60 FEET AND Z O WIND ZONES THRU 150 MPH OUR 2 FIGURE 1609.6.2.2 D3 FIGURE 3 COMPONENT ANn CLAf)DINC PRESSURE; err r<.a Flat Roof Hip Roof (7° < C< 27r) i Gable Roof (6 < 7e) Gable Roof (7'< 0 <45°) IJ twxirZ= , cn0.lm — . Eem Za es For SI: 1 foot-= 304 R mm I degree = U 0174 rad Notes: I Pressures are applied Ito 1 to the sluTace for F¢p(uur 6 at h -'0 f •et fcr / = 1 0 Adjust to other eepo;u-e, and heights with adiu=*mt, factor)- 006 acro ) 006 Suppleztlem of doe 2004 Florida Building Cnde - FINAI. calm 2 Plus and mmussisns siiplfy Orssures acting toward and dwa;Lfium the lrfaces. re pe • iveiv i Far hip roofs with 6 S 25'. 7.one 3 shall tae treated as Zone 2. 4 For effective areas between those given the value is Dermitted to be intemolated, otherwise Lite the value associated with the lower effective area. 5. Notation. a: 10 percent of merit hori7ontet dimension or 0.4h. whichever is smaller, but net Tess than either 4 percent of least horizontal dimension or 3feet In Mean roof height in feet (meters) "" that caveheight shallbe used for roofangles <10' LI: Angle of plane of roof from horizontal, in degrees. MOLMSEEIN ROOF INSTALLATION DIAGRAM Rack Mount System MOUNTING BRACKETS Flush Mount System AE -FM 2X6 FLAT SIDE IN CONTACT WITH SHEETING. EXISTING SHEETING — ANDROOFMEMBRANE APPLY LIQUID NAILS— MEDIUM BEAD BOTH SIDES OF TRUSS AT INTERFACE BETWEEN ROOF SHEETING AND TRUSS I FOOT IN EACH DIRECTION STARTING FROM 2 BY 6'SPANNEFr TO WHICH COLLECTOR MOUNT FOOT -PADIS SECURED BYALL -THREAD ROD. TYP. MOUNTING DETAIL ENGINEERED: ALLEN GEZELMAN 16502 HANNA RD. LUTZ, FLORIDA33549 PE. # 591 BO i, tt, K LECTOR OUTLET IF PENETRATION ND FLASHING CAD: SIGGI BROOKS 3603 E. RENELLIE CIR. TAMPA, FL 33629 SIGGIB@EARTHUNKNET Standard Mount System AE -MH m SHW COLLECTOR MOUNTING BRACKET OEM HOLD DOWN: LAGGING ( POSITION OVER TRUSS) J- BOLT TRUSS) BLOCK IfSG (BETWEEN TRUSSES) PEEL & STICK WATERPROOFING TYP. BEAD OF UOID NAILS 2X8 BETWEEN TRUSSES - IN CONTACT W/ PLYWOOD EXISTING ROOF TRUSS, - TOP CHORD oz FIGURE 2 MANUFACTURER: IairrrNnre sr sur rtquroLacf s uq 3530 ENTERPRISE WAY, GREEN COVE SPRINGS, FL 32043 DATE: 02106/2008 REVISION NOJDATE: SHEET NAME: PERMIT SET JOB#: SHEET NO: A.2.0 LU O E— I— QLLOw Q LLW O Z O Q Q J U J z 0 U) MANUFACTURER: IairrrNnre sr sur rtquroLacf s uq 3530 ENTERPRISE WAY, GREEN COVE SPRINGS, FL 32043 DATE: 02106/2008 REVISION NOJDATE: SHEET NAME: PERMIT SET JOB#: SHEET NO: A.2.0