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HomeMy WebLinkAbout19-21006 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21006 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21006 Address: 4803 TIMBER WAY Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: COURT SQUARE Est. Value: Parcel Number: 15-26-21-0200-00000-0260 Improv. Cost: 9,000.00 OWNER INFORMATION Date Issued: 3/22/2019 Name: BRYAN, MARILYN Total Fees: 127.50 Address: 4803 TIMBERWAY Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/22/2019 Phone: (813)783-9144 Work Desc: INSTALLATION SOLAR WATER HEATER CONTRACTORS APPLICATION FEES MAY CUSTOM HOME BUILDING FEE 127.50 Inspilctions Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reins_pection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "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." Complete Plans,Specifications Must Accompany Application.,All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO C R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i j City of Zephyrhills BUILDING PLAN REVIEW COMMENTS �Qy ' nA Contractor/Homeowner: Date Received: Site: �0 0 J t YY, Permit-Type: r Approved w/no commentr,, -Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet sh a kept with the permit and/or plans. Kalvin Plans Examiner Date ContractoVdddWr IrAeowner (Required when comments are present) 1. INSTR#2019042874 OR BK 9873 PG 58 Page 1 of 1 03/14/2019 02:33 PM Rcpt:2036607 Rec:10.00 DS:0.00 IT:0.00 PauCa S. O':Nei6 Ph.D., Pasco County CCerk&ComptroCCer PaMdtNundem Patod m Number - MM- - iNO*10E OF C®MMEMCEMEWT State of Florida County of THE 111111119MGM hor*ghee n*e%d iopumm bs vM be made b rat&red prapedy,aid in accordem vat SOCOM 71313 of the FWda 8b*fttfi11b1Xftbdmma6m is prodded In tldt KORCE OF C01�1AElIiCEII�IY: 1.De=Wm ofpropedy 9Vd k a)Street AddnM 4103 1a,�.A,�,. ��e.� 7 ec�N ._ ;IN S 1 3 aIrLessee Ritla Lasesaontra m forttle6npov a)NameaMaddrees nn v,. ti�0 3 b)Name a M&M) C)hrteastl t prop®ty: 4.conurar�arladiorroettmr - - e)tleraeandaedlt0M nA%1 Q_dS�m M',Vs �"Z!W5133&5 b)T ND.: [!�,�" 1-2�K'- g--9-4. — FaxAla:(off _S"-k 73z Es matyomiiC" a oopyofthe p bond fa sttadla� a)Name and eddy wA b)Tdaphome No- e)Amount of BarA $ E Lender a)Nwa end address WA b)Tdepl WNG: 7.Permm the Sm of Florida deed by Ownw upon vd a n no-ea croPw damme*may be served a pvMW by Sedlon M13(1)(a)T.F dth Sty 9)Nerveandad 11 s m WA b)TalOo:le NIX FaocNO.:(opt L&Jn addm tD hlmsail ar 1 0mw wA of ig recaiYe a copy ofthe Lis Nat ow padded in Sedm 713.13(1)ft Ronda bjPno ftnbwafFemmarei* byOwnw.. sL 15*1don ddD of notion oFoommanoernont(the®#tton dab may net be be=ft DwIl lef M of oho and find paymentb ft am adar bAv ilbst fmmthedoeof urrI, ladffamddebb WARM IS TO Olilit M RIMY PAYMMM MADE BY THE OMYNM AFTER EXI M-D Al OF OFC011t�l ARE GROPER PAMMM11b IR C1MPM714 PART l,S6CWl71&1%b7DMSTATUTES►AND CAN RE MT IN YOUR PAYING TOM MR MWRMWM M YMM PROPERIX A AtOM OF t]IEAi1 MW BE RECMWW AND PQSM ON M JM ME DITM 7M Fl W ESPEC'E1tJb1.IF.YOU RMM 70 01M HIMAM OMA..T MR=a LENDER OR AAl � ATr0VW COUNDEWWORKORRFDOtl1 NGYOIAM110MOF tlnderp dperjmy,i Ibevarsad tbregol afoorarasrxxanetdardtltetfisetia'tssbvtedfirereinsoboetoihebeatafmy or ar ar � �a IV) 420 o day of =0, ,fiLd1=tmw%vftby nela�@ for wA ,8e �dp�pa ti>YP�eft-.�+4 a(Ser l�uele4���0 1t MA (mmofP (ab"arvilIm lA� Pm=*IltWM, ❑ Produced tD TYpeofm David V.Sieg®I PM ttallle 1 NOTARY PUBLIC STATE OF FLORIDA. Camp#GGIS6396 9�� Expires 10/=2021 S [ STATE OF F"O UDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ® 4 `� ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITN S.MY HAND AN OFFI IAL SEAL TTH,I IS DAY OF 2 vLl_ PAULA NEIL,C RK,&'COiViPTROLLER ��® ®� Y DEPUTY CLERK 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting ,� Owner's Name vvydsct Owner Phone Number Owner's Address - Y 5y20wner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ! 1 LOT# SUBDIVISION PARCEL ID# ^2 ^21-9200-00f)O0 r 020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR R ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION L C 0 FRAME = STEEL = DESCRIPTION OF WORK trw BUILDING SIZE SO FOOTAGE HEIGHT rIMBUILDING $ i! VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS EENNE�RGY - . ..> 7' �P i =PLUMBING $ - M �L =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATI =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER COMPANY l Vl C SIGNATURE---= REGISTERED Y/ N FEE CURREN Y/N 33905 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# i PLUMBER : COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LI.LN Address "l9�)k ayry 0 Y 5 LLA 3,L ; qWj\' �-L 6o,� License# E�05 6- MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)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$7500) Agent(for the contractor)or Power of-Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING, '(copy of'con4ract'regi$red)= Reroofs if shingles Sewers S,erVice Upgrades"A/C. 'F.eh�es(PlottSurvey/Footage) Driveways-Not over Counter if'on"public.roadways.,ne@ds.ROV�!., 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 maybe cited fora misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery,Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,;that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above'described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: 'Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas_ Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used'in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1). acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring:a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days,and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) -OWNER OR AGENT— -- -- —— - -- - CONTMACTOR4 Subscribed and sworn to(or affirmed)before me this Subscri ed`"cT w m to_ or a rmed)before me t is by �_by.. Who is/are personally known to me or has/have produced Who is �WI known o me ofha's ave=prdduced as identification. �C-• �+�G�t'�"S 6&x-9,as.identification. Notary Public CK'�A'Alr2, Notary Public Commission No. Commi sion o. Name of Notary typed,printed or stamped Name of Not Expires December 12,2022 RFR°• 8o+dedTlm%Fain lnsmam8OWW7019 2017 FBC specific code references: LAG BOLT ANALYSIS: M2301.1 General - covers general requirements of solar water heating systems for ASSUMPTIONS: potable water. 1.Assume highest rated collector pressu of 68 Ili 2.Assume 6 point HVHZ mounting 607.5 Piping on the cold and hot water connections to the water heater must be insulated 3.AET AE Series,collector with factory mounting hardware with 1/2" wall thickness Elastomeric tube insulation embedment Stasi Lag bolt M2301.2 Complies with the design installation requirements set by the manufacturer - , � 68 psf x .( sq ft)x 50% ( for r x far"2 n oun M2301.2.6 No expansion tank required for the solar system as it is an open system :681 lbs per bolt whereby potable water is circulated through the collector. Water expansion is factored into the hot water system of the dwelling unless CPVC pipe is used. In this case, a 2- lag WtthdraWaI: gallon expansion tank must be installed on the cold water inlet to the tank or as may be Rem to the National design Specification for Wood ConstructIon 2012 EdItion required by local AHJ's. Table 11.2A for lag bolts Assume SG for southern yellow pins at 55.3/8"dla x 31 embedment(352 x 3 Inches z1056 3 .681 t x 1.6 safety facer a 1022 lbs t 1052 Ibs, GOOD M2301.4 Prohibited heat transfer fuids does not apply to these systems which use potable water in the collector loop. B. SHEAR Assume the aide wall area on the 10 ft sip for meted area for later ding M2902.5.5.3 Solar water heating system complies with requirements set forth covering (worst case) direct system where potable water comes in contact with system components. Area a(121.187"x 3.137")!144=2.64 sq ft Shear . .64 eq 1t x 68 p /6 mouunti =20.921bs per mount P2801.6 and P2801.6.1 references water heater drain pan size and drains. Drain not Seismic Design Manual 2003 won pap 8 42 required if not previously installed. Drain pan supplied by others, must comply with this x 3" allow le_shear load=432 lbs 29.92 Ite, GOOD section. Cone lion 3!8"x 3"embedment lag tit Is adequ a for this apØc on up to the rating of the collector P2802 is a new code relating to solar water heating mixing and isolation valves. LAG BOLT MOUNtiNG P2802.1 relates to water temperature control and requires a thermostatic mixing value. CooT P2802.1 relates to isolation valves on the cold water feed to the water heater. P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in code. 9,r' LAG'BOLTS ARE TO BE 3 "DIAMETER AND MUST PENETRATE: THE RAFTER.14 MBER A MINIMUIM OF 3". PILOT HOLES SHOULD BE DRILLED INTO THE CENTERUNE OF THE RAFTER AND SHOULD BE BETWEEN 50-75%OF THE BOLT DIAA ETER. OT CL& REVIS! Tf.►r++l .�eFrrrs+wp*ae+► v DATE... !Y - D.. - .. _ ;r, rs.+. nww.�wrw i i mar — F. ..sa..WOW LA OW Z-104 r a+ae,rw"e. Z-104 80LAR TtiBaM�i.3YSTFJM f ED SOLAR 1NE MAL SWU M FSECSUPPLIER: MODEL: 0-5"1 SUP121": MOIDEL. 0-66132 The THERMAL SYSTEM Pumped,Direct The d THERMAL SYSTEM Pumped,Dkect FSEC Odessa,FL 33556 USA ' Odessa.FL 33556 USA www thetevsredge oom CERTIFICATION tR: 300511 www theleveredge-nom CERTIFICATION N: 300512 Oripinai Sept**w 2Z 2014 OrIginal September 22,2014 CG"Mcoolx lion: Expiration Date: September 22.2034 Expiration Date: September 22,2034 This system was evaluated by the Fiords Solar Energy Center(FSEC)in accordance with the Flom Standards Program for Solar Domestic Water and Pool This system was evaluated by the Florida Solar Energy Center(FSEC)in aka with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems(FSEC Standard 104-10)and was found to meat the minimum standards established by FSEC. Hesdng Systems(FSEC Standard 104-10)and was found to meet t+e minimum slsrxlar by FSEC. The calculated Florida Energy Factors(FEF)for this system are:..._ The calculated Florida Energy Factors(FEF)for this system are: FEF North FEF Certral FEF South FEF North FEF Central FEF South (FEF,,) (FEFc) (FEF (FEF,) (FEF) (FEF,,) 1.70 1.70 L 1.71} 1.70 1.80 1.80 Oo1 Calisotor Panty Cw1ka Pants Co del N Panel t2aw r Total Panel area ToW Panel arotr � Merna<arbarar Gatllkxdon Number tModei Number QiarM ty Total Panel arcs To/el Panel area Mwaficbaw Grlt�orr Number ilaclal Nudew 00081N AE-21 1 1,93(m') 20.77(ft') 1 00089N AE-32 1 2.96(m') 31.91(ft) { Alternate er9y2 Awe Energy 00214N MSC-32 1 3.35(m�) 36.05(IN) 2 T� 00213N MSC-21 1 2.00(m') 21.5(ft} li EpErAWW Teak maybe TSI*Maruriadtrar Model Cep s Type Tank maybe Tank Msntrgidusr Model C Type subellked attbstlkaed UL wed con onal 30152 UL Hated conventIonal 86 Existing gales+tank retroit4ed for solar 197 titer Solar YES Existing psuon tarik rebn6tted fw solsr 250 iter -Solar YES Pure Mxer Modm Number Power Orator Type Pump Menuhciurar Modal Nunbsr Power Omw Type Grundfos Pumps Corporation UP 15-1885 _25W Car Crurnnxlfos Pumps Corporaion UP 15-1885 25 W li _CentrIfugal TACO 0038O4 _ _50W _ ffugaJ TACO _003-804 so YY Ce al TACO 003 VTSC4 _52W Centrifugal TACO 003 VTBC4 52 W Car hrgst Carwolar milaukekrnr Model Nurcber Type Cie dl r MwarAeckaw Modal Number Typo Goirine Controls,trio. GL-30 Differential Got 9 Controls Inc. ' L30 Differential Steecal TRO-301-10 1rerttial Stscca TRO.301-1-8-00 DtiTerential IMC SOLR-2ELC-10 Di/ete tial IMC SOLR-2ELC-10 Differential Energy CM-3010-o Differential Independent Energy CM-3010=d0 Differential Read DeltaSol 63/1 Differential Read DeltaSol 8511 Difereniai Freeze Protesdon 1:Retwc ladon Freese Protection 1:Redreutation Fieeme Protecion 2:Freeze valve Freeze Wotaotion 2:Freeze vahre HEAAARKB HARKS: T T Director Punt Data: ,2014 1 Pant Data SapMeuribac,2014 4 2014 University of Central Florida. 42014 Ut x2922 of Central Florida. FSEGUCF•1679 Cleadake Road•Cocoa.Florida 32922•(321)638-1426+Fax(321)638-1010•www.€bsc.ucf edu FSEC/UCP-f 157Q rN Ike Road 4 Cocoa,Florida 32922•(321)638-1426+Fax(321)638-1010•www.faso.ucf.edua Z-101 CERTIFIED SOLAR TF 4AL SYSTEM FSEC Re l."O MIL; O mpe(l.1 f TM THERMAL sYSTEM Pumped,Dkect 1423%M KOWA y TYPE: Odeasa.FL 33558 USA wwwtheleveredge.Dora CERTIFICATION 8: 300505 _ �.._. ' Original September 22 2014 .�� a�� 'e Certification: Expiration Data: September 22,2034 This system was evaluated by the Florida Solar Energy Center(FSEC)In accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems(FSEC Standard 104-10)and was farad to meet the n num standards eetthtiehed by FSEC. The calariated Florida Energy Factors(FEF)for this system are: FEF North FEF Cereal FEF South MEMOliM (FEFW) (FEF) ( 4.40 4.40 4.40 Cossolor Pand CoMolor Panty Collador PwrN Ialtlty Total Penal area Total Panel emskq&p ltl bgw C�d ftmdcn number Wdd pNllribar t1< To whom ftmeytcnomn, I TeChnOlogies 00090N AE-40 2 7.39(ml 79.58(ft') Mlernate Energy (AE'40)ofthe solar coltecats mas*ofactwed by Alternate Energy TedmologlesrUC 2 00215N MSC-40 2 7.53(ms) 81.04( 1 TechnologIes EnergyTe nologl.4 was tested by the Miami- 30 and the general E-330 r��y ��a+ the tt 3 Alternate 3 ErwW 00081N AE 21 4 .72(m) 83. (ft•) ot consiltute Tecnnowyies T 08 caUem of the woduct, but onty that the test results were od tom# a designated testm Amite Energy =AD4 4 JL le iprovide�10f 1F `N subsequent windload 4 00213N MSC-21 4 7.89(m� 88.01(ft'} Technologies Ctttii rt QliL Result flue test areas foik Tank i nrese�unr Model Cepar y Type Tartc rnq be " Rheem 81VR120U 451 Mier Solar YES UMW De68n}I1 Pump Mwadacbs r Modal tm+bar Power Draw Type TACO 0034BC4 SOW Centrifugal Gnmdtos Pumps Corporation UP 15-1085 25W Centrihr $ T TACO 003 VTBC4 52W CentrIfugal ! ... I Wlfld load t .,... t tCr f ate of Cortnoler Maxar Modal Nunitw Type These toad,≥ stecca TttO-3011-8-00 DIfferential safetyf 2.5 and toød conditionsup1o51 pdatafactorof safety of 2,0. GoirRne Controls,Inc. (3L-30 DIfferential SOLR-2ELC-10 Diflerenlial Indopencierd Energy CM-301C-30 Dnesntial Resol Des bi 83/1 Deerential Froeze Protection 1:Rearculation Freeze Protecion 2:Freeze valve f I T Print Date:Septaner,2014 0 2014 University of Central Florida FSECIUCF C 1679 Clearlake Road C Cocoa,Florida 32922 a(321)638-1426•Fax(321)838-1010•www.leec.ucf.edu Z-103, SOLAR TIf U1t SYSTEM CERTIFIED SOLAR TI AL SYSTEM CERSUPPLIER MODEL: 0.80+10 SUPPLIER: MODEL: 0=12084 The THERMAL SYSTEMDirect• Pumped. The Gunn dge SYSTEM Direct FSEC _ FSEC THERMAL Pumped, 1423 Gunn ; 1423 Gunn Highway TYPE: Odessa,FL 33566 USA CERTIFICATION# 3005€k j . ...W. Odessa,FL 33556 USA Jj www. e.cn wwwwthsJeveredge_oom CERTIFICATION 300410 Original September 22,2014 Original Se*enter 22.2014 Con: C tbn Explra on Dabs: September 22,2034 Expiration Date. SSpbe 22,2034 This system was evaluated by the Florida Soler Energy Centre(FSEC)in accordance with the Florida Standards Program for Solar Domestic Water and Pool This system was(FSEC ed by the Florida Soler Energy Center(FSEC)Ina accordance with the Florida Standards yFSEC. Program for Solar Domestic Water and Pool Heating Systems(FSEC Standard 104-10)and was found to meet the minimum standards by FSEC. Heating Systems Standard 104-10)and was found to wrest the minimum standards by FSEC. The calcutated Florida Energy Factors(FEF)for tt system are. The calcutated Florida Energy Factors(FEF)for this system are: FEF North I FEF Ceram FEF South FEF North FEF Centel FEF South (FEF,) (FEF) (FEF5) tFEF (FEF) fi ( e) 2.10 2.20 2.20 j 4.40 4.44 4.40 Cokc Panel Cr Panel C4 CoNsdor par kK w Panel C llsaiorPalnst Too Panel ow Total Panel trot Cr ,Number Model Number Total Panel area Togrl Perel area Mertufactirwer Car0kNumber bon Modd'k +�r modtywr PiOBrrwte Energy 1 A nale Energy 00089N AE-32 2 5.93(ma) 63.82(fN) i T 00090N AE-40 1 3.70(m2) 39.79(fP) Tec nologres 2 00215N MSC-10 1 3 78(rM) 4()52Øt) 2 00214N MSC-32 2` 6.70(ma) 72.11(1t2) 3 00081N AE-21 2 3.86(In) 41.54(its 3 00081N AE-21 3 8,78(m 62.31(ft 1) 4 mate Energy 002131'l MSC-21 2 4.00(m2) 43(R2) 4 00213N MSC-21 3 5.99(m'} 64.51(th') E ntEtiUhrNnt Tank In be Tank M ofv$a rwrrr Model CSPCty Type Tank rragr be Toft iit+ufelti" Model t,aperGty Two atthstled elrbsat4ued Rheem 181VR80U 303li liter Sofa YES Rheem 81VR120U 451 tiler Solar YES Pump Rtan#aCkrrer Model Number powerLhaw Type Pump Mar tuna Model f Mwnber Parser DraYr Type Gn ndfos Pumps Corporation UP 15-18 B5 25 W Centrifugal TACO 003 BG4 SOW C tifu i TACO 003-BC4 sow Csrarifirgal Grundfas Pumps Corporation UP 15-10 B5 25W el TACO 003 VTBC4 52W centrifugal TACO 003 VTBCA 52W Cøntrlfugal Cartwcdler M Model Numbs Type. ConhoNar Marxrfrwsttwer Model Number Type Sbax TRO-301-1 800 tamed a Ti10-30i-i-SOD Goldhne Controls,Inc. GL-30 Difrere Gafdline Controls,Inc. GL-30 Differential iMC SOLR-2ELC-10 Ditteceniiai IMC SOLR-2ELC-10 Di ferontiai Independent Energy CM-MG-30 wwantw Independent Energy CM-30/C-30 Differential Reed DegaSai 8911 Differer al Reso DelaSol BSt1 Differential { Freeze Protection 1;Recirculation Freeze Protection 1:Recirculation Freeze Protection 2:Freeze valve Freeze Protection 2:Freeze valve REMAR14 . i Q Director T ifiiOEli DifeCtOr Print Date:September,2014 Print Date:September,2014 ©2014 Ur ersity of Central Forida. O 2014 University of Central Florida. FSECfUCF♦1679 Clealake Road*Cocoa,Florida 32922 t(32i)X38-1426 a Farr(321)638-1010 www.fsec,twrf.edu FSECIUCF•1679 Clearlake Road`Cocoa,Florida 32922 t(321)638-1426♦Fax(321)638-1010•www.fsec,ucf.edu Z-102 INSTALLAT'tON DETAILS-HIGH VELOCITY WIND ZONES f 4VI" - N (DADE&BROWARD COUNTIES,WIND PRESSURES 51 To B8 PSF) THIS ORAWING DETAILS THE MKTALLAIIOH OF A HORIZONTZX MOUWW AE-40 SOLAR COLLECTOR N HIOIHAAH" TY WLNO ZONE AIAS THESE FIGURES SHOW THE HARDWARE PR TOED BY THE MAMWACTURER THhT HAS UNDERGO E TESTING AM SHALL BE USA TO ATTACH THE SOLAR COLLECTORS TO Ti E STJCrURE PROP Y.NoNOSUOSTTrUnONS Sit*U BE P 1TE). THE OCf U TORATT ENT Si4AU.BE AS INE'JMTED IN THE MAMFACTUERS INSTALLATION INSTRUCTIONS AND Thy 17RA1NINCIB. THE AE JPSThATATMHW TO THE SOLAR COLLECTOR SHALL BE WITHIN 112 INCH OF THE PCICATTEJ DISTANCE L.ETW BEL( V AND SHAUS.BE LIB TO TIE INSTALLATION METHODS ØESCR IN SlEET AE-B OF THIS ORAWM WT PTP4J..ATIONS MAY REQIJI A001UOP1 i.ROOF NG5'flE CONTRACTOR SHOIJLO CONSU.TA STRUCTURAL FOR SPECIFIC 8ACINGRI UIREI &TiE MTV CONTRAICTOR S OLI[.t3�l 4 `ABL.E CARP89 F J ROCF i PRACTICESV*iB& MADOIT1ONALBRACINGISAE • THIS INSTALLATION P1 E'ThIOD IS Ul4 E?TO LC W44M RISC CAS II ENCLO6a) BULDINGIk SUIE CATEGORY C OR DWITH MEAN ROOF F1tSOF 3OFBET OR NDROOFPITCHANOLES4S OE OR LESS AS LONG AST E P S VP ARE 6B P OR LESS. TYPICAL WBTAU.ATION DETAiL (INCII SHINGLE ROOF) FI ME 1.COLLECTOR ATIA NT PLUSH MO&IJT CMV AS Btu --411`OC 4r CC - i F t £ £ f i 3 { �yy VA5W R I RETO ofP11fA4R.F#1 ATSMf11�yl�r�y�yi�.y�l"O - t eI < 3 I � t £ " < FM E 2.A A 1'IINiEi iFARE £ i £ E } f i p i1fiLMf ff. i S i --- - 1 1b6.LARU -. Tf : - THE COLLECTORATTAt RENT HARD#AFE(AE•q.IPS)SHALL BE MOUNTED ON THE LONG SE€S OF THE SOLAR COLLECTORS AND SHALL BE COMIC ED IN THE LOCATIONS SHOWN N 1'I '' 10 eE TOATTA0#TNg TO TPW PRWMY4Y4Q1 t IIG Ttf ANGLE T.NO 31T UT)QHSAR ALLOW O. _ ABOVE DAM FOR ThE N.LUS!RATED MODEL. _ NY�ccr IiSt►1614t ..,,a, U �MMw MtwWw !tea OAIT rev sit ±2 i rc�aau « S-104 a-�Go spa S-104 1 { ORr #t CAPSCI+REW Sr' LAla TRNGAR r►tOUPfl1ei (STAN BRACKET ..... SPACER INSTALLATiON DETAILS -FLAT WOOD FRAME ROOF STRL SPACER SPACER 1'Xl"X 'SQUARE ALUlv5NU A TUBING (2 FOR STANDARD BLOCK BLOCK MOUNTING TO S1.PSF,3 QTY FOR HVHZ V ZONES RAFTER SUM LENGTH Of TUBING TO Z'4'FOR A 30 DEGREE ANGLE &?' AND iiO*2ONTAU.Y MOUNTED COLLECTOR IN H i-10fi1fA14 1-R)NAI-ORSCREW AT 8A1I1ICH ATEACai$P1 BLOCK 2" 4 SPANNER(1E'OC STAINLESS ST .FIAT- Tx Q`8PAt R(24 OCRAFTERS) WA8l.LOCK WAS1 t TX!fl STEEL.AOMLE SPN4I .R AND NJT j 1 " BABES A8"TO NSUREi10 BETEREPI a`!laLtTTfRAN D S RUr 1 Sir Blocks shall be installed within 1"of the thru-bolt 2 WhenthruboftIswIthin2"ofarafter,onIyonespacerblockwfflberequlredontheopposltesideOfthebOft,awayfromtherafter 3 Two Spacer Blocks are required with the bolt ismore than 2"from the rafter/truss. TYPICAL INSTALLATION DETAIL 4 When the mounting provisions of adjacent collectors are i side and the#au o is are 1.1/2"or more apartt it be { (FLAT V VOO FRAME R necessary to have at least one spacer block or rafter between bolts 5 5ealants are required between moue Ing block and shingl es/sheathing. Bolt Holes shall be sealed to prevent moisture penetration. 6 Steel And Spanner(2"at2"ac3/16')may be substituted for wood spanner. LAG E>C 81ivN' ,ti N+ THE a A ITT 'Nero Cap Screw length vies with roof construction and spanner,del. WINBEU NLVJ4)FVrALLTHMAQAODJN writ SSE LAO BCtIMOLiWTTM DEMIL P11HPCO V1 M SPA ssociceWWE6USEDPInnsaMEw YA&VOIH" ALL ilAli+i� . R00� 'OTAX TreuwMubl LAD BOLTS MUST BE U . 1 The Solar Collector installation as detailed In these drawings is for the Installation of Aiternata Energy Technlologles tartc+e Mourif ISNOR lilOIJIT AE-Ssrles Collectors on structures subjected to a maxdrrrum uplift pressure of 5lpsf for a4 point mounting and standard mounting Cam' sets FPIBPEO hardware and up to 6$psi for horizontal mounting with 6 mounting point and HVHZ hardware 1�L rear -- S 2 The drat of this Installation Is based on requirement sof the 2017 Florida Building Code,ASC 7-10 Minimum Design Loads for Buildings sir-uir and other Structures,and t of the solar C ectors In accordance with PA 202(TM 202-94),A'5TM E 330 HEXNUT CAP 3 The shah utllitze hardware provi l by the a s noted these drawings � a�s.iat x+�1= cp$Mt& 4 All aluminum structural mere to be 6061-T- . All Structural Steel members to be low carbon,galvanized steel,and all hardware i"xtxuD' ALUM 4JM 1S X 4•ice% (bolts,nuts washers)to be stainless steel SQUARE nree J CAP SCREW a1 -IBX13Y4Ham( SPACER BL I1TThPEAOED ROD CAP SCREW AS REOUI E sotto„ 1 TROX aNQlaNT14CO CAdo r +� pliICH aP PITON a OCKEr REEDS RE1I. N aurzT AS p r APPLY I ort'rrf Tea t Nisi Tli li Dil arr:MANT yrog'F1'pr1�� �.ITCw1 PAN _L tfNRATR9EiF4f RAF1 • use PrresP.AR < APPLY ROOfiNG REPLANT TO THE IJIO Ertesoe of PITCH PAN DETAIL rr FI.ASMNo VASE P OR TO 84$TirSr,IAflON ] EM ` 319S0 MA�i8f411�A1 UF%VT. i4�a3uttnHapl r a1P'SFWrrN4P0NrLIDlMlrMAtDSVJCMVW OLTA s F, . maspe p tLU�fres* eaa VMsPOW140UNrrMAr1urattz s-103 ans' a1a 8.103 RgWr u.,. �' 4l�f15 a diaf Row- .nrarrr nwa� f fHUMii�1aR �awaualla�flx>,wrc .' w eau�>tciis sf flAtSRiLOf>M[ ;ottot�e fii�i�al� rrartwr wrefooarfa wrltie m+ree rarsn�s a.MwNa t' "iarr>e� CDII�C710lI DEVIL +�fa�awwtwArtiMwawwflE iwm a �f.. ! MSMN MYN[ IEi Roa t elan § trW9fYiIJW1$tJCIfCr�elPtll�T ebl ckeMEXCa►Ad9ne" Itll �s TtA�n4daARfiDttrtt�NB '�" — YGtlIItGOttlotMClt SPANNERMIJfD Stir taNekeaTllptEM } 3 71f �,.- w nmwAmmw - ;, ala°.faX4alf last AFrftK7Cl 0Ulff fONR i �fti3flat l5YPVN�ifl�1 Jt11t1C RAT d S fAT.TAC itPJQF _._ IET�. 1-IM NAR CR t �' `—g 1=11D fr@1A.CR SCfII t 1 fiSi 1 1fRAf dilCltbt} hfiT�14fS AT EAC"If+94t5?lt lfsm • 1"x4`SPNRERI24'CC_ I _ LO (W M`?StS+ STSlLAFIOIZ:SAIi_t ` iFa1��TlI1.l�QQF � tAfiYOLTYtiIIfARIR uMla�llw�f�f�I�1R n4nPila SPANNER BOLTS TO BE 1/2"DIAMETER,STAINLESS STEEL,WHERE HEX (j$V[4( # IWALAW F Ols ots CAP SCREWS ARE USED IN PLACE OF THREADED ROD,THE SCREW 1 � M1iiA�1JGi1DF11JPURTt�PBf LENGTH VARIES WITH THE ROOF CONSTRUCTION AND SPANNER MEMBER USED. umsrn. ? ! 1` ADD I n--'I E tit4 RCtlacll�N'- t1�lA!ltUr@ SPACER BLOCKS SHALL BE INSTALLED WITHIN 1"OF THE THRU-BOLT WHEN THRU-BOLT IS WITHIN 2"OF A RAFTER.ONLY ONE SPACE BLOCK 4ta1JF WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT,AWAY FROM { THE RAFTER.TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS ' L l D 3�/MU BOLTS A[iE A!A Id T P9IETRAIE THE RAPIER MORE THAN 2"FROM THE RAFTER. _ � f # ii0!!YIN AA vu Mi J N*0 TIKE . Wft 4' li WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE PILOT K DrW. !E1 D WOTI CO T1 RAF E CFIIE TER INSTALLED SIDE BY SIDE AND THE THRU-BOLTS ARE 1 1/2"OR MORE bit 3IlI 5O4OFT* OLTOIN1ER APART IT WILL BE NECESSARY TO HAVE AT LEAST ONE • VJ1NTORASWALArPADAROUND SPACER BLOCK(OR RAFTER)BETWEEN BOLTS. A tY7+ CE U f 1wt11 9RdC V w. ` Cd1 ; ll0tfiiBl>IIluZ;1i) 1. ATIt y KlfrfvYCTROt +t SEALANT IS REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/ (BOLT$•� )TOBESTAMMSTOL SHEATHING.BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE - \ T.A$mJi gT RAT- A _ PENETRATION. Y;h€Rt!`8t +wOeE�R OET , SY ARi�1*TECTOR R VISIONS ____ 5 &www:sa►on ra at ___ ___ HL _________ _________ S ,... , S-102 STAN ARDMOUNT ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) MOUNTING CLIP OPTIONS RACK MOUNT FLUSH MOUNT OPTIONAL HURRICANE MOUNT FOR I 2S I - INSTALLATION REQUIREMENTS 1)THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN M41S DRAWINGS I FOR THE INSTAI.LATION OF ALTERNATE ENERGY TECHNOLOGIES AERIES SOLAR COLLECTORS ON STRICTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 66 POUNDS PER SQUARE FOOT(PSF). 2)THE DESIGN OF THIS INSTALLATION IS BASED ON R£flUREMEIiTS OF THE 2017 FLOR1A BUILDING CODE.ASCE 7-10 AND TESTiNG OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202(TAB 202-94),ASTM E 330 3)THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY"THE MANUF C AS DETAILED IN TIC DRAWING. 4)ALL ALUMINUM STRUCTURAL MEMBERS TO BE 8061-T6.ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEIB.AND ALL HARDWARE(BOLTS.NUTS.ETC)TO BE STAINLESS STEEL. PER FBC 2O17 6th Ed.,COLLECTORS MUST BE SRCC OG100 LISTED. AE-SERIES COLLECTORS MODEL ABSORBER WIDTh LENGTH SRCC* - 1 "ls L1STS' 1QOf?iS40 -�. AE-24 SELECTIVE fft.11l�i 8" 1GQII11� DESIGN WIND PRESSURE _ JhE?B L CTNE 471878' 875 • 2O11O58A . MO M"SUCTION UPLIFT:eS PSF % AE-32 SELECTIVE 47.1878" 97.187'5" 10001858 F- - _ A 4O SELECTIVE 47.1875" 121.1875" 1O0O162Q i►Awwswwwww tlt ar ilia tR. ,. rr.rs►..�rr S-1O1 S-1O1 TYPICAL 'AC' PUMP TYPCAL 'DC' PPSYE vu.v i P V pELIEr ALVE FIX. L pTli VALVE i PlRl'TE1CTW VALVE PV PEEL [i_4_4 fPAl vvtcs MD4VALVEtS) n—sit VAL C TM PUMP Cv FIN1 VALVE T VALVE i a*T'm VALVE e, sOIu► V YLVE i' T iw m TtMUS�TxTilc, k � T�� i vsi.VE I I I •Ui i e } t Meets requirements of 2017 Florida Building Code 6th edition Residential e i , Sectlon 2802.1 for mixing valve and temperature indictor at the fl ra-;ao i i. mixing valve ou#let. } TMS T TAT URADI r V —. ' = -fl - S1RJR STZ ST t TANG V/ ELECTRIC 1K(P i jam` tutre • PIPING 1 EM TIC ," T. AC AND DC PUMPED SYSTEMS P-101 I 44 �3ib a.W..su.�uc�rrl�sM1Cj ; i dit3dt , o.e.+�w P-101 Table L2( ) rO�ive area of ant#.sari roal n 311 a aria uto a Ke1 1�Zr 1 #Y Zvi ft module or tolled, dawr, ,, lift ,„ , h down ° da�R, 185 - HOW TOUSE THIS TABLE AND FIGURE: ENGINEER: i 10 10 -20 9,2 -23 ' ft dawn down down JOHN ALGER 4105 SAINT JOHN'S PARKWAY 0-7 del 2 10 9.2 II►� 11 - y -30 x2 6 311 1: Determine wind zones on roof from figure. "a"is 4 ft in all SANFORD,FL 32771 3 to --17 10 -43 8 29 3 10 6 113 -13 3 x19 152 cases. 9. 10.6 -us 1x83 -i9 PH 800-829-3919 X1411 2- 2 111 s T x54 I �-27 64at 1 12.6 2. Obtain the wind speed from the local authority having'urisd' jalger@theleveredge.com - x� 1 ►ctlon. Ucense#74730 1 12.7 173 -47.2 3. Note roof pitch and mean elevation 1 16 2 -x7 122 -19.8 326 i14 .59j 15.1 -63.8 I643 't 11 i7 3 _ -7ss (height)of the roof and round up. 22-45 deE 2 16.2 -20 12 2 -23 239 24.6 259 26.2 -27A 27.7 22.9 29.4 319 Example:mean roof elevation is 16 ft, use 30 ft. 26.9 241 - DRAWN BY' 3 16.2 -23 2I r+ 24A 277 33 9 29 4 4. Pick the table that fits the ex JOHN ALDER,PE (Roof G ft erd wr 1.6 . .9 .1 and L 27.7 33.9 Zq i 5 posure and mean roof height. Example:140 Lambda • Category C exposure-site conditions_with some flat areas and 15 ft Eqour Øtth ssoi rues dorm doen� dowm 160166 170= 175 means the mean roof height is no taller than 15 ft. Mean roof height is itof down down the average of the ridge and eve heights. 9 x 2Q6 ILi 242 1x.I -27.2 do down Iift1 -32.5 121 e 7 s IIi i - 12.1 37.9 11.17 I La.2 32 2 5. Locate the column for the wind speed and circle the down force and R: 3 11.1 9 22 2 x3 7 152 3 uplift pressures for the three roof pressure zones. i 12.1 -1' i3A 212 792 144 -739 153 t sww DAMw412M69 C R.X566 2-27 deg x x34 37.+1 -254 1 -174 -300 6 I a 327 3A 4 -351 6. Uplift pressures up to and including 51 psf can use standard °1 18D i34 15.4 -6&9 174 _724 x26 2 2119 530 mounting hardware with 4 mountste2Ni-o-Ac-AE per;panel:4tt10 can only be ate.w R .12.15.17 208 22 7 �; 26.1 7 29.8 3i3 33.2 19 7 a7 0 20 9 27.6 mounted on the 10 ft long sides due to r.3rsoe dog s s 22 7 22 2 26.1 32 5 39� 363 3i7 -3&7 93 5 35 8 mounting in roof zones 52 psf to 68 p deflection.F pangs 28-45 ust+ high wind mounts for the xt7 27 2 925 335 sl o -44 2 4x10 panel,6 mount attachments must be used. eC"meNnraofhey�cl5• iFd$25 ►Czt:x and 292 963 327 92t5 35.6 _ia.2 roof - Roof 140 15c1; x84 165 I7o hoses down -23.8 ft 1d dawn Jdown down 4 damn 175 NOTES. i4A 32 x12 dowm <.: 0 7 deb 2 11d1 337 1522 ib 7 x95 I 1 Pressures shown are applied normal to the surface,jflj 14 t) 13.1 X117 3 -5z 6 I4 a 14.3 X571 15 2 18 7 G�.1 136 ,. f>d e , posure B,at h=30 ft(9:ire).Adjust to other 1 22 155 4 .3 142 791 i5a 3t7 x67 x12 1766 _ ' i conditions using Equation 30.5-1. I4.0 - -25.2 17,3 _ . 2o.2 395 21fi c 35 7 22 3 3711 3136 ; 4 2. Plus and minus signs signify press 2-�� 2 two 3fi9 i5'5 •43,3 17.2 uresacting toward 14.0 s 7 9 t 22 3 -6-7 �, and away from the surfaces, 6+4 3 x7 3 -73 6 # X97 67.1 respectively. --- 1 22 7 - 30.2 .32j I 314 - 36 6 3 3 8 z -44.at in feet 23-49 d� 2 22 7 2ao 365.9 94� -t X7 38.4 1 -4tt.9 24.2 s 4i ir�s8 8 h: Mean roof height, (meteor),ex t that root PAO �+7 -i4 3 .i75 , eave height shall be used for roof angles 0-. aowr� 15cn ° 170 175 X11 $ `^ !- 1 I17 ' darn 0: Angle of plane of roof from horizontal in degrees. � j 2 166 2 v i t ii 3 x+l7 55.3 .#4,7 ^ �T 175 • '' 72 _ 5i1 135. �-� 19.6, #3i E : t 14.7 23.5 16.3 26.5 3f,7. 36.6 �! !7S -94.7 12.5 30@.5 'k 1 2 14.7 33.1 -45 ta76 7s 24.0 -39.7 231 -i :i $ 1 { 5� 2x2 �`� 14.7 SE 7 153 75 xa7 -77.6 -63.2 5 -65.9 25.4 -764 $ �- 212 -37.9 x 236 25.,8 27.6 22.6 3 }s4A7 351 28-45 [I29.3 3x.2 33:7 3�5 -40.3 1061 a: 7�e6at 36.2 33.1 �.7 -42.5 43.2 46,9 2 2383 29A 27.6 33.3 ILl _ 362 _ 3$-441 5 23447 0 4Q7 5 7 29.1 27 6 31.8 39 5 tae 01 mean roo 1 1511030 Cd. 36.2 _-44.1_ _383__ _-47.0_ _40.7_ _-49.8 13,2 53.7 roof _Roof _1.30__ _140_ __J_110_ _j_ J IIZt tandiP 7aeresettwe _down_ _4hft_ upiftISO 178 752. down opli_ down rat down 16 _-28.2__ _- 16.8 -33.2 _15.3 _-38.21176_ _43.2_ _18 Q7de2 2% =x66 a-all 31.1 13.3_ _-49-5117.6_ _-67.7_ _16.8_ _-71.9__ _196_ _-76.0 59 x195 17.6 67.7 _.4&5_ _19.8_ _-49.8 _20.9_ _.53.3 }�S.6 ifi4'i 72.+1 + - I98 -7611 -3131' A i8t i_ ,9 23 i 3C923g -931 16.8 1QQ# lq3 x�i691t19 i1a: 430 -39 3 .6 22.3 271 -44..2 32.7 .4ai `,' a 16 s 1 13A'; '-76.2 2L1 $76 21.1 -54.1123.9 661 - 23i -7r►i ffi7 795 3' 165 _ 25.6 74.2 ' 22 3 395 25.6 3A59 27.1 -1123 3&9 -43J1 53.0 28.7 { - � ` 2%% .�Y ' - `35;28.. 3E2 �i9 405 45.5 -43.5 •�48.$ 4302 1242 ::- :- - � - _ -14.7 , 2r+� X322 35.9 393 +435 -531 46.0 363 4g# _ 9 14.7 4&8 .. Per Florida12 5 931 4"Tables Interpol from 2017 (o,d Bialding Code ers` taken as thesw ace area Yl-... ,._module or panel - Tableeciwe'ma been 63h Ed►t ►(2Q17)_Page � C ¢ \ Table v fed for `and expowre in Tab a 301.23 _ 1 A-� by l S is cnreeert acrd L n +ras%ASG ( 4 / ' ..». 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 ENGINEER: SCOPE OF WORK: Solar water heating system Improvement/Retrofit JOHN ALDER 4105 SAINT JOHN'S PARKWAY The scope of work is to verity that the solar water heating system specified in this document meets the I I SANFORD,FL 32771 requirements set forth in Florida Building Code Residential,6th edition(2017),FSEC standard 104-10 and Florida Statutes 377 705 0 I I PH er�e1dg 4 A A jalger@thelevedge.com 0 J 1 State Ucense#74730 11II CONTRACTOR INPUT: oRA' BY —� JOHN ALGER,PE Property Address Customer Name: This solar domestic water heating system is open loop or direct as defined by the 2017 FBC PRovioER. MLA ou„e,114MG 9M AM R202.Circulation is by AC powered pump and a differential controller.Main system components , GW,,,,,o,„,a] 0co - include: Odom FL nW B B if3460 00 1 LUR-O-AC-AE ' Solar Collector,AE series by Alternate Energy Technologies, LLC in sizes 3x7,4x8,and 4x10, Rev.12.15.17 0 Collector consists of a copper absorber,closed cell insulation,low iron glass and 6061-T6 aluminum GLIDNE extruded side wall.Collector has been tested to 102 psf.American Water heater tank or approved "� • equivalent in sizes of 50,66,80,and 120 gallon capacities.Tank is a solar/electric combination that ON7R�►CTOR REQUIRED .,, uses a single 4500 watt element during periods of inclement weather to ensure an adequate supply of To INDICATE SYSTEM SIZE — hot water BY SELECTING THE — • . ooRaESPONotrto Box I � 11� t 'TACO stainless steel circulating pump w A FE ,r N S A F S N s Goldline GL30 differential controller with 2 qty 10,000 ohm thermisters BELOW. E I e k,t r o n'i k Steca TR 0301 U differential controller with 2 qty 1,000 ohm sensors Select one from the list below: O-66-32 C C FSEC#2300511 NOTES: 1 FSEC#300512 4. The Solar Collectors installed per these drawings are for the Alternate Energy Technologies(AET)listings;AE-21,AE-32 and AE-40,with a maximum uplift of 51 psf for 1. Wind load calculations based on 2017-FBC 6th Ed Table R301.2(2)Roof Pressures,which 4 mounting points and up to 68 pef(AE-40 horizontally mounted)when using 6 O-80-40 O-120-64 is a modified components and cladding adjusted to.6 factor for ASD. mounting points. LI FSEC#300510 U FSEC#300.504 — 2. Wind force estimates are collector area dependent.The table provided on p2 was 5. Collector(s)must be mounted using AET mounting hardware per the manufacturer's O-120-80 developed using the smaller area of the AE-21 collector giving slightly higher pressures instrucions in order to obtain the listed wind rating. ❑ FSEC 300505 for the larger panels.This complies with FBC to use the area of 1 module or collector for 6. Wet collector load is under 5 psf total for all models. Where o=open direct system first numbers are tank wind pressure calculations. size,second numbers are array area.All are AC active 7. When flush mounted to the roof with AET mounting hardware,the air gap between the pumped using a different controller with sensors. D D 3. The design of this installation is based on requirements,of the 2017(6th edition)Florida collector and the roof is between 2"to 10"thus eliminating the collector from being ! Building Code(FBC)and referencing equations set forth by ASCE standard ASCE/SEI considered as part of the building envelope. CODI FLORIDA BUILDING CODE, 7-10 and testing of the solar collector in accordance with TAS 202_-94/ASTM E330.All NATII NAL ELECTRIC CODE. aluminum structural members to be 6061-T6 with all structural steel to be low carbon 8. In all cases,the installation contractor must comply with any local AHJ requirements- E CITY OF ZEPHYRHiLLS galvanized steel and all hardware to be Type 304 Stainless Steel. ORDI ANCES 9. Piping to be Type L copper Hard or annealed,1/2"dia. S M REVIEW DATE 2 1 — CITY OF ZEPHYPHfit.L ...... .......P..l,AN .E I - --APPLICABLE CODES,STANDARDS,and CERTIFICATIONS f ': INDEX OF DRAWINGS -2017(6th edition)Florida Building Code.Specifically Page Title Content Rev bate Notes chapter 14,solar systems 0 E E 0 -ASCE 7-10 Minimum Design Loads for Buildings and Other Structures _ r - A-101 Covet age Site plan, index, notes 00/00 1 -NSF/ANSI 61 relating to lead standards in Potable water systems A-10 'Wlnct C oad al eloped chart for 2017 FBC Table R301.2(2)Roof Pressures 00/00 1 -Florida Statute Section 377.705 requiring FSEC or approved P-18 uihbin schematics 00/00 1 g System em certifications S-1-01 tta hm ents 4Mounting hardware,flashings,attachments 00/00 1 -FSEC 104-10"Florida Standards for Design and Installation of — j — S-'1Ag p►ttachmggts; °Mounting details 00/00 1 Solar Thermal Systems" .. .-- S-103 Attachments Ftafroof mounting details 00/00 2 S-104 ttaalthler3ts' collector,HWHZ 51<PSF<68 00/00 2 NOTES 1 '> - 1 Z-101 w- -?'ertifications O-50-21 and O66-32 00/00 2 1. Drawings,calculations,tables developed requiring a PE seal and r �r �� Z-102 Fes,•_ Certifications O-80-40 and O-120-64 00/00 2 signature f ,�'A�� F F Z-103 FSEC Certifications O-120-80 and AET letter 00/00 1 2. Support documents,cut sheets,tables, reprints from publications Z-104 Lag Bolt Lag bolt evaluation such-as ASCE 7-10,and shop drawings that do not require a PE seal and signature A-101