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HomeMy WebLinkAbout14-15432 _- + - –_ __ —_ _ � CITY OF ZEPHYRHILLS 5335-8TH STREET <sis»so-oozo 9 54 2 PLUMBING PERMIT Pgrmit YF:15432 Issued: 7/'1 O/20'I4 Address: 37535 LAUREL HAMMOCK �R Pgrmit Type: PLUMBING ZEPHYRHILLS, FL. Class of Worlc: PLUMBING/NEW TownsF�ip: Range: Proposed Use: SINGLE FAMILY RESI�ENTIAL Lot(s)= Blocic= Section: Sq_ Feat= Est_ Valug: Boo1c: Page: Cost= 8,245_00 Total Fges: "120_00 Subdivision: OAK RUN Amount Paid= '120_00 Uatg Paid: 7/'10/20'14 Parcal Number: 34-25-2'1-0100-00000-0230 Name= A�VANCE� POOL HEATING INC Nam6: SNOW LYNNETTE Addr: 3999 W_ FIRST ST Address= 37535 LAUREL HAMMOCK �R SANFOR�, FL 3277'i ZEPHYRHILLS FL 3354'1-4254 PI-�ong: 407Z268-9'180 Licc PF�on@: 8'13-782-7622 -- _ -_-- Worfc Uesc: WATER HEATER CHANGE TO SOLAR HEATER PLVMBING FEE '120.00 'IST ROUGH PLUMB 2NO ROUGH PLUMB �I _ ) ��' �� SEWER \ 1�/ WATER � FINAL �� � /�/\ .-i �� REINSPECTZON FEESc Reinspection fees wil�comply with Florida Statute 553.80 (2)(cj wF�en extra Gnspection trips are necessary due to any one of the following reasons: a)wrong address b)oondemned work resulGng from faulty construction c� repairs or corrections not made when inspections cal�ed d) worK r�ot ready for inspection wF�en called ej permit not posted on job site� plans not a job si�e g�worlc not accessible. NOTICEC In addition to tFie 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 sucFi as water management, state agencies or federal agencies_ The payment of inspec[ion fees shall be made before any further permits will be issued to tF�e person owning same "Warning to owner: Your failure M record a noti�e of commencement may result in your paying twice For improvements to your prope��y_ If you intend to obtain tinancing�consu�t with your�er�der or an attorney before recording your notice of�ommencement_" Complete Plans, Specifications and Fee Must Accompany Application_ All worlc sFiall be performed in accordance with City Codes and Ordinances_ z � CONTRACTOR ' PER OF 1 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE� PROTECT CAR� PROM WEATHER � � e��-�so-oo2o City of Zephyrhills Permit Application Fax-813-780-0021 • Building Department Date Received _, ,` _ ( Phone ConWCt for Permitdng TTTTT�� r7 (� �-�7 Y p Owner's Name � �1� � J n�w Owner Phone Number 0� " 1�4Z-7 c�aa Owner's Address mm�k Pr. 3ss4 I Owner Phone Number 0 � " v b5- q 4 4 3 Fee Simple Titleholder Name OMmer Phone Number Fee Simple Titleholder Address JOBADDRESS � rtl H C Il L I LOT# � SUBDIVISION aaK R un pARCEL ID# � ��5 "�,�0�V���`��- oa 3 0 (OBTAINED FRON PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR� ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM O OTHER TVPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTIONOFWORK cha e ou+ wattt h@ct�er �ho q Solar Inot w0 er �Q C.� BUILDING SIZE SQ FOOTAGE� HEIGHT � QBUILDING $ VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �LUMBING $ As� v QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I J 1 '/ � QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License lt ELECTRICIAN COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECH/WICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# SQ`IM SI NATURE R OMPAN o Y/ N � F�� �O� � Address . � I[ 1 �1 {, Licensett 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwa[er Plans wl SiR Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)complete sels of Building Plans plus a LiTe Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. Minimum ten(10)woilcing days after submittal date. Required onsite,Construdion Plans,Stormwater Plans w/Sik 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. Dircctions: Fill out applicatlon completely. Owner&Contractor sign back of application,notarized N over 52500,a Notice of Commencament is requlred. (AIC upgrades over 57500) " Agent(for the conVador)or Power of Attomey(tor the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW . i , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not iicensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entiUed to permitting privileges in Pasco Counry TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees a�d 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 Counry 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 appiicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certiTy 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. S�ch 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 consVuction,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 infortn 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 ninery(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 CONTRACTOFF�—b. Subscribed and swom to(or aifirmed)before me this b d swom o(or r�rmed)befor§�e t i by v�by �11 fAIN� VGi. Who is/are personally known to me or has/have produced is/ e personally known to me or has/have produced as�dentification. ' as identification. Notary Public Y ` Notary Public Commission No. m' io o. `� n �►�r A�ML d,p ted or s ped Name of Notary typed,printed or s ,,,�,,, NOI�IY PYelk•State o•�,or�oa ;���«:°�s�,� ASMIYN ACKE . =y� � Mp CaMn.Expires Ma� 1�2UIg =�: �'� ����i�a,iY��` COIIMIMsi011#�Ff jCQ�(p �; � �('r0�l��i/85t�� �� �I011NF� � 'M►'1Y r .�Qsce iiiiiiiiii►iiiii�iii�►iiiii�iiiioi�ii��iiii,iu► - 2014097378 Repf,:1618677 Ree: 10.00 � DS: 0.00 IT: 0.00 � PermitNumber , 06/18/14 E. Munguta, Dpty Cl��k • Parcel IDNumber ��a5-a�'UIOO'OOOOO-��3� PAULA S 0'NEIL,Ph D.PASCO CLERK 6 COMPTROLLER' � NOTICE OF COMMENCEMENT 06/is/14 11:4 1 of i � State of Florida OR BK 90 PG 1�22 � ... ,.r:C � 11���FI.�F . • ..tV.,•�'�ia� . µ� .r ;rlC.:h�.�. � THE UNDERSIGNED hereby gives notice that improvements wiU be made to certain real property, and in acxordance with Section 713.13 of the Florida Statutes,the following infortnation is provided in this NOTICE OF COMMENCEMENT. '� 1.Descrlption of property(legal descriptMn): �KR� ubdiviS�o n Phose 1 �3� p�s i a s-i a q �.� � 3 �o R s4 9 d Pb i�y S a)Street(job)Address: _��5 (,(�urel H.�,�roQ� r Ztuhvrhi Ils. FL �354� 2.Generol description of improvementa: CHANGE OUT OF A WATER HEAT�T A�LAR HOT WATER HEATER � ; 3.Owner Information or Lessee iofortnation if the Lessee contracted for the improvement: j a)Name and address: S(�pW_ LV n(L}}� 3l5 35 �UI'C� ���.OG� �t. ��ThV_ r� �L 3 3J�� � b)Name and address of fee simple title older(if different than Owner listed above) � � c)Interest in property: 4.Contractor Information i � — � a)Name and address: STATE ENERGY CONSERVATION 3999 W.1ST STREET SANFORD FL 32771 , b)Telephone No.. ��-2�-9�� _ Fan No..(optional) a07-378�255 + � S.Surety(if applicable,a copy of the payment bond is attached) ' i a)Name and address: Ib)Telephone No.. c)Amount of Bond: s � 6.Lender � a)Name and address: b)Telephone No. 7.Persons within the State of Flo�ida designated by Ormer upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: b)Telephone No.: Fax No.:(optional) 8.a.ln addition to himself or herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner: 9.Expi�ation date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 ear from the date of recordin unless a different date is s 'fied: ,20 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUIT WRH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice oi commencement and that the facts stated therein are true to the best of my knowle e and belief. � G a re o Own o ,or ers see s(Autlwrized OfficedDi Ip�MedManager) ( rin me and Provide Sig s i e/Office) Th for oing instrument was acknowledged before me this ��� day of _��,( .e ,20 by _ as ___ (type d authoriry,e.g.officer,trustee,attomey in fad) for ��U���n� `---— ------�—as--- - . � Y (Name of Person) � (type of authority,...e.g.oftlCer,trustee,attorney in fact) for � � (name of party on behalf of whom insVument was executed). Personally Kno Pr u , ID ; � Type of ID � V�� Notary Signature � Print name !l�001 ii/�� N•`� , - �•. ftOt'Lt�NI��'��� . �'�= �Pl�ti p�N!='�l�11 / NtlM1Y�IJ11 q�'IH� �� � ` t � 2010 FBC wind calculationll�,j� ASCE 7-10 2Q10 FBC • PG3 C�F 1�PGS h�� � AIlen Gezeiman, LEED AP, CSI-CDT These caics accompany my standard FL PE 59180 plans which bear raised seals.Therefore, 16502 Hanna Rd these calcs are deemed to be covered i�utz, FL 33549 by the seal borne by the base plan. Phone 813 909 2956 �hose needing a separate sealed document E-mail ailen(c��ezelmanpe.com are requested to contact me directly. Website www.�ezeimanpe.com Caics for differing conditions availabte upon request Calculated per Eqn 30.3-1 w/ASCE 7-10 tabular values&2010 FBC Eqn.16-32 STAY OUT C)F PZ3 OR GET S1TE SPECiFIC ENGINEERING Risk Category !i,Vult 13Q, Exposure B calculated wind pressures are uptift, negative, PSF slope <-2:12 >2:12<=6:12 >6:12�-12:12 mean hgt Fasd(1} Pasd(2} Rasd{1} Pasd{2j Pasd{1} Pasd{2� <20' 15.4 27.8 13.9 263 15.4 18.5 � <25' 15.4 27.8 23.9 26.3 15.4 �,g.5 <30' 15.4 27.$ 13.9 26.3 15.4 1$.5 Risk Category il,Vult 130, Exposure c calculated wind pressures are uplift, negative, P5F slope <=Z:12 >2:32<=6:12 >6:12<=12:12 mean hgt Pasd(1) Pasd(2) Pasd(1) Pasd(2) Pasd(1) Pasd(2) <20' 29.9 35.7 17.9 33.8 19.9 23.8 <25' 20.7 37.3 18.7 353 20.7 24.9 <30' 21.6 38.9 19.5 36.$ 21.6 25.9 Risk Category 11,Vult 130, Exposure D calcuiated wind pressures are uptift, negative, PSF slope <=2:12 >2:12 <=6:12 >6:12�-12:12 mean hgt Pasd{2} Pasd(2} Pasd(2} Pasd{2} Pasd{1) Pasd(2} <20' 23.9 43 21.5 40.6 23.9 28,6 <25' 24.8 44.6 22.3 42.1 24.8 2g.7 <30' 25.6 46.1 23.1 43.6 25.6 30.8 ,,��ys���������i �• G �i •''�t,�,�N• ��1,�'•, � `Y.�'�► P:'• � �1/S''-. �•. � �' Z r . .. � , ., t - . � `� � a • + # � � ` �' i � � � , Z., �,. •��. _ �. . ?a: �" '= F :�, . .�� .� :�, .,- ��r •�+� a q t,��.��,`��+�.► ".►,,�SS+�••......•• �,�� ••.,�4NA��E�;.. : * SOLAR COLLECTOR CERTIFIED SOLAR COLLECTOR CERTIFICATION AND RA71NG SUPPLIER: Altemate Enetgy Technologies ���� 851 Energy Cove Court C�een Cove Springs,FL 32043 USA �.,��p� MODEL: Aftemate Energy AE-40 COLLECTOR TYPE: Glazed Flat-Piate �y � SRCC OG-100 CERTIFICAT'ION#� 2002001 F Original Certification Date: 22-NOV-02 COLLECTOR 7HERMAL PERFORIiAAhICE RATiNCs Kilowat!-houts Per Pand Per Day Thousmds of BTU Per PanN Per Da CATEGORY CLEAR MILDLY CLOUDY CATEGORY CLEAR MILDLY GLOUDY (Ti-Ta) DAY CLOUDY DAY (Ti-Ta) DAY CLOUDY DAY (6.3 MNh/ (4.7 MNh/ (3.1 klMh/ (2000 Btu! (1500 Btu/ (1000 Btu/ m2.day) m2.day m2.day) ft.day) fl�.day ft.daY) (�5°c� �s.2 ��.s �.s n �-s°F� s�_s ss.2 2s.s B (5°C) 13.8 10.1 6.4 B (9°F) 47.2 34.5 21.9 C °C 11.6 7.9 4.3 C (36'F) 39.6 27.1 14.8 D (50°C) 7.0 3.7 0.8 D (90°F) 23.7 12.6 2.8 E (�0°C) 2.7 0.4 0.0 E (144°F) 9.2 1.3 0.0 A-Pool Heating(Warm Climate)B-Pool Heating(Cool Climate)G Water Heating(Warm Climate)D-Water Heating(Cool Ciimate)E-Air Conditioning COLLECTOR SPECiFiCAT10NS Gross Area: 3.696 m2 39 79 R2 Net Aperture Area:3.48 m2 37 47 ft2 Dry WeigM: 69.4 kg 153.Ib Fluid Capacity: 6.1 liter 1.6 gal Test Press�m: 1103.KPa 160.psi9 COLLECTOR MATERIALS Pressure Drop Frame: Anodized Aluminum Fbw AP Cover(Outeh: Low Iron Tempered Giass mUs gpm Pa in H20 Cover(Inneh: None Absorber Material: Tube-Copper/ Insulation Side: Pol ' Plate-Copper y�socYa�urate A6sorber Coating: Se{edive Coating Insulation Badc: Polyisocyanurate TECHNICAL INFORMATION Efficiency Equation[NO7E:Based on gross area and(P)=Ti-Ta] Y INTERCEPT SLOPE si units: �=0.691 -3.39600 (P�I -0.01968 (P)2/I o.�� -a.s�o wim2.°c IP Units: �=0.691 -0.59821 (P�I -0.00193 (P)2ll 0.706 -0.865 Btu/F►r.R2°F Incident Angle Modifier[(S�1/cos6•1,0°<9c=60°] Test Fluid: Water KTa=1 -0.194 (S) -0.006 (S)Z 2 KTa=1 -0.20 (S) Linear Fit Test Flaw Rate: 20.1 mt/s.m 0.0296 gpm/ft2 REMARKS: April,2012 Certifiqtion must be renewed annually,For current status contact: SOLAR RATING 8 CERTIFICATION CORPORATION 400 High Point Drive,Suite 400�Cocoa,Fbrida 32926�(321)213-6037�Fax(321)821-0910 4/24/2012 : SUMMARY INFtJRMATION SHEET � `� FL�RIDA SOLAR ENERGY CENTER Novemt�er 2002 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321 j 638-1000 FSEC#0009oN AAANUFACTURER Collector Model Altemate Energy Technologies, LLC AE-40 1057 N. Eliis Road, Unit 4 Jacksonville, Florida 32254 This so1a�collector was evaluated by ihe Florida Solar Energy Center(FSEC)in aocordance wilh prescribed methods and was found to meet lhe mmimum standa►ds established by FSEC. This evaluation was based on solar collecto�tests pe►formed atthe Bodycate Materials Testing Canada 1 nc.,Mississauga,OMario.Canada. The purpose of the tests is to verNy i�itial peAormarxe cond'etions and quality oi construction only. The resuking certffication is not a guarantee of long term perfortnance or durability. , DESCRIPTION Gross Length 3.080 meters 10.10 feet Gross Width 1.200 meters 3.94 feet Gross Depth 0.079 meters 0.26 feet Gross Area 3.697 square meters 39.79 square teet Transparent Frontal Area 3.482 square meters 37.48 square feet volumetric Capacity 6.1 Iiters 1.6 galtons Weight{empty) 66.7 kilograms 147.0 pounds Recomme�ded Flow Rate , 76 mUs 1.2 gpm Test Pressure 1103 kPag 160 psig Number ot Cover Plates One Flow Pattem Parallel Forced Circulation Number ol Flow Tubes Ten MATERIALS Enclosure Aluminum trame,aluminum back Glazing Tempered low iron glass,0.40 cm thick Absorber Copper tubes welded to copper fins Absorber Coating Selective coating �nsulation Fal faced polyisocyanurate,32 cm thick THERMAL PERFORMANCE Tested per ASHRAE 93-1986 Incident Angle Modifier KTa = 1.0-0.19 (cose �) Efficiency Equations � = 72.0 - 501 (7i-Ta)/I �= 72.0 - 88 (Ti-Ta)/I � = 70.4 - 346 (Ti-Ta)/I - 1605 [(Ti-Ta)/I]� �= 70.4 - 61 (Ti-Ta�l - 50 [{Ti-Ta)/I� Units of (Ti-Ta)/) are °C/Wati/m2 Units ot (Ti-Ta)/I are °F/Btu/hr•ftp RATING The collectpr has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045 Watt-hours/mz(1600 Btu/ft')distributed over a 10 hour period. Output energy ratings for this collector based on the second-order eNiciency curve are: Collector Temperature Energy Output Low Temperature, 35°C (95°F) 44,300 Kilojoules/day 42,000 Htu/day Intermediate Temperature, 50°C (122'F) 36,300 Kibjoules/day 34,400 Btu/day High Temperature, 10fl°C (212°F) 12,200 Kibjoules/day 11,600 BtWday REFERENCE 00081N , . i � . MiaMi TestLab Certi�ed to 181 mph wind load GCJRNER BRACK£T6 Architecturalaluminumanglesinsidewithspeaal l..ow-��rorv TF_MPERED C�ASs pin grip rivets insure high stability.An additionat �cctusivety using the new"Nigh-T"#empe►ed comer seat produces the water tightness. g(ass with an iron axide content of less than iWa atui totel5olat erx rgy hansrttiss�t�f greater than 914b. '_UMINUM FRAME ANCJ �uTWEIG!-tT GQNSTRUCT30N tti�s facilitates tong tife and strengtfi.The frame COATINGS - hou:der coated in an attrective medium bronze -Selettive Crystal Clear .�r a�-0.445-0.965 e-0.06-0.49 "��UMINUM EXTRUDEB BATTEN "e siticon is used! Ribbed aluminum extrusions �rd a smoath compressed EPDM gasket provide e.ter t;ghtness. This allaws easy access to the -_.�ctor for repair ar maintenance at any time ^'��cation. �Ut...L CQPPER R65C7RBER The heat transfier is optimized by the high frequency � _a�s G a s K�-r Thermafin'M forge v�etd which creates a crystat[ine =U��durabte EPDM channel with molded corners homogenous tonnection between the�in and the riser. _.;res tong tife and avoids att water penetration. Absorber joint-Magnified 800 times Qnick Lock MouMing FOIL-FACED F70LY-IF,.a"QCYANURATE INSULATIf�N THERMAX SHEATHING `�2�€CtG LDCK�� N1C1L311t'rfNG FRAME ._ EPDM GRDMM£TS •��ariable Qurck Lock mourrting hardware reduces mounting time and makes it sim�le for �����,,G��, ���.•�i�;u r� S a c r,s H e�r ,.,,ane ta instalt.The Quick Lock System allaws#he highest ftexibility in mour�ting arrd is � �sted to wind laad condrtions of 181 mph.Mounting possibrl9ties include: Pitched-roaf, '?*,roof,Ground,Battony,and Facat�mouttting. S P E G 3 F I C A T i L3 N 5 ����� AE•?2 AE-24 AE•26 AE,28 AE-32 AE-40 Gross Area (fN) 20.87 23.81 25.35 27.97� 31.91 39.79 �� �111iEt15101K�lit} 85t1s X 35'Ja 97'I.x 35'/. /3tI4 X�/;Iq $,�'jrJe X+{7�!< $7'Ia X��Y4 122�/a X d�'la '�� * Transpare�Area (f�) 19.22 21.99 23.65 25.16 29.93 37.47 ' hLTERNATE ENEpBY T[CNNO�Qq1ES,Lt.0 °4D.8ax 61326 Weight(ib} 74 84 90 99 113 tS3 .+��ksonville.Florlda 32236 f�:'i�1i�T�l��#��tj';..t�X�ERS�it..ONOKFI�t�t��i�,�§EG SRCC.Tofi►tiro�oti�a .. tmx�r,Mt��i t�i�t tab ,�jeb:�niww.aetsoiar,com ■ � . . �r��s oun �n �r �a�� - � F�LUS� MaUNT � RACK MDU1�T RACK MOUNT BRACKET ! Raised i12" FLUSN M�UNTHRACKET—� � Raised 3" 1J4' LCJCK HOLT 1/4' LOCK BC]�T AE STANI�AR� M��f�T REAR HINGE MOUNT AE STANIIAR� M�UNT �� F�R C1 N T 1/4' LCICK HOLT TILT h�NVT STRUT a � � AL M�IfVl�l TUBE�� 3�8` x 4' H�L.T ' TRIANGLE BRACKET O(� L.ENG1'H AS R�UIRET! : � � � TRI+4NGLE HRACKET �l� 3/8" x i-3/4' �LT � ; . s , � � 3/B' x i--314' Bt�.T i ' 6-Year Limited Tank Warranty* , fi-Year Limited Parts Warcanty* �"' � . � . s - . — .. .. . . . AN Sp�ar StorageTanks have a Fused Ceramic - , Shield applied under pressure and fired at i fi00°F ta compietely cover the tank interior. This provides a tough interior surface for storage tanks and maximum protection against the wearing efferts of high-valume � i I and high temperature water. • Z��11Qh-CFC FOaI'1'1�hS1t��ibOf1 Foam insuiation saves fuei by retarding heat loss. • Anode Rod Promotes bnger tank Eife through even distribution,for protection agalnst corrosion of tank inteiior. • Factor�-Supplied Top Temp�eratwre and Pressure Re�ef Vahre • Factory-lnstaMed Dielect�ic N1PP� • Pre-Vlfired 5ensor Lead From storage sensor mounting stud to top of tank. Does not indude sensor. • WitN`tW'tItlNCCIQf1S Accessibte from four fadory-instaiied 3/4"dieiectric nipples bcated an tap of tank • 4500-Watt Heating Elemer�t and Autarx�atic Thermostat Where a back-up system is desir�d. • UL Listed �L� *For cornp/eie warrot�ry informorion consuk the w�1Men worronryof Americon•WnrerNenrerCompnnyor(800)999-9575. ���� Copyrighti'a by Rrnericar►•Water Neater Company 2p07. "' All rights reserved. PR{)--ST02-0307 No wn of Wtwnek nuYne M++oeu�N o�vinsMtM M arytmn a�y�nY++�+0.tksVnit m rned�nkka�Mx1WY�9 D�aaR7�9�m��1.�bY�"RAan��Wkitstar�qr rt4Matsysfm,Mtl�eu[P�*��9fiom Ma(on MYte Iitstet(vqu�y. i � # � � a i ' r � . . . i r � I� raP v�u.vE nc�ss �i � � � �. O � �ocrma+ A C B A �� � �O 4 �-� TdipVAIVE AGCESS PANEL Ott/1Mf VALVE 11HfiR NBaII 119iNI A!!�. IIOOEI i�t1AN MIH� !�F 111POf lOP � Q� U!'�T mlMt. �IIMFte TM� 7i1M 1/9CfR A � ( 5f�2io14w55 En fa1N 2A S9�1M 59�114 741 SF62-til��0455 119 62 28 61-1J2 63-112 2Jd *L.im�ted vranar►tyan onlc and parts Complete cletais in nr��aL S�lCt�IC�tiptl Furnish ar►d lnstall wRiesc indicated,In xcorciance with manutaciuterY instructians and in compRanee whh aM ruks and regu4atinns af authartties havfng jurtsdictlon. Storage tank(s)shaN be AmeNcan"Modei ax manufactured by Ameritan Water Meate►Com�pany.Stnrage tank(S)shal have a naninal stcwage capacity d galon;rocovery of GPM at 'F ternp�ereture rixe and sup�pied wid+au�diary heating ekenerKS rated at 4S KW, vdt. Storage tank{s1 are#r}+drostatk tested at 304 PSi hav�ng a workiog p►esswe d 150 RSf and shai haue a fused CeearMc Shieid InLernaNy Nne+d tank a�pied tasder p►essure and i9red at 7600"F abwinq iw maycirttum protectlar.Storage tank(s)sh�be equipped urith an approved phcssure and tanprraturt rdieCwlve.The outer�adaeting shall have a baked rnamd 6nish.The tank shaN 6e foam InsWated With an EPMappraved,hOlf-C�C 1117tlWIiI2'fn thkkness.Staage bnk(s)si►aM have a trywr Nmlted warranty agalnst corros{on as outpnev!Sn the wrltten warranry. Distributed By: Ordar Entr#►snd Salea Prodwct Servi!c!u�d Support P.O$ox 4056,500 Pririceton Road RO.8ox I S97,500 Piinceton Road Johnson City,TN 37602-4Q56 IOF1hS01'1 CIL�/.TN 37605-1597 (800)937-103� (800)999-951 S ($00)58'!-7224 fax {800)999-52 i p fax PR{3-Sf02-03d7 Mo p�n of aik wnc rwrae rcpioau�ea•t a+mminea b ayie�m a by�nr ue�M,ek<w�k a n�ednnwl�Mdhy p6owwlyMy ane rem�ng,m Yy�nrbrm.wlw�urn�e nnwwl fasten,wqAae r��sanw in wNay nan Amerbn wuM xmn camp�ry. � Fl.QRIDA SC}LAR ENERGY CENTER • 1679 Cfearlake Road,Cocoa,FL 32922-5703(321�538-1Q00 Approved Solar Energy System FSEC'S1175 5���,� Revised Mar-20 DISTRIBUTOR SYSTEM Soiar Nydronics Corp. Q-��� ~ i423 Gunr�Nighway Odessa, Fl 33556 The system listed below was evatuated by the Florida Sotar Energy Center{FSEC}in accordance with the Flotida Standards Program for 5olar pomestic Water and Poal Heati�g Systems(FSEC-GP-80-�j a�nd was faund io meet the minimum standards established by FSEC. Desc�iption /-designates varipus model suffixes Collector Modet Units Totai Rating 1.Amer. Energ�r Tech. AE-4f? 1 34,400 Btu 2.Amer.Energy Tech. MSC-4Q 1 33,90Q Bta 3.Solar Hydranics Corp. SNG4Q 2 34,�1Q0 Btu 4.Amer. �nergy Tech. AE-21 2 35,20Q Btu 5.Amer. Ener�y 7ech. MSG21 2 34,8Q0 Btu 6.Solar Hydranics Corp. SHG21 2 35,20Q Btu Tank Model Capacity � Direct 1.American 5E-62/112-8qH-04S5 8d gal. � Int. Heat Exch. Pump Mode1 Power Draw Rated power 1.Taco 003-BC4 51.75 WATTS 1/4Q H.P. 2.Solar Hydronics Carp, Q03-BC4 51.75 WATTS 1/4q H.P. 3.Solar Hydronics Carp, 003-VTBC4 Pump/cntrl 51.75 WATTS 1j40 H.P. ContsolEer Madel � t�ifferentia€Temperature l.tndependent Energy CM-30jC-30JGL-30LC0 � Absolute Temperature 2.Salar Hyrdronics Corp. SMG3d-LCQ � Thermosiphan 3.Stecca TRd-341-1-B-Op � Other 4.iMC StJLR-2EtC-10 S. Resol DeitaSal BSjl Freeze Protection by: manual drain,fteeze protection valve,and/or automatic recirculation. C}#her Major Components 1. Eaton FP-45 Ft�eeze Pratectian VaEve"{opiio�ral} in additian to above. �. Motorized Check Valve: Naneywell !f further informaiion is required you may caniact the Flarida Solar Energy Center at the abowe address. . , � SOLAR WATER NEATING �YSTEM {AC} � YARIOUS pUAN71TIES AND SIZES Q ` VARiOUS C�UANTlTIES AND 81ZES CALLEGTOR OUTt,ET ROOF PENETRATION RQOF PEMETRAl1qN ANb FE�L6HiNG ANa FLASMNf3 i (SEE i]ETAiL BEIt)W) � r � � i I J 1 * M / 17 t3 SENSOR 1AfIiSE CHASE f� i TOP OF TJ1NK , PI,UMBMCi DETNLS ` j SOL � +n � $ cootiE R�� t SOLAR 120 VAC � * C�� j SUP�LY 14 � CCILlEC70lt OUTt.Et � � AND RbOF fLhSHMiO � �-,, QETJi�.. t,�.."�� i ,:�� _.. _ � ��, �.„ \ �� � CONpONENT LEGEND HOT �3 a � �T 5 � i N� DESCRIPTION 1 `�_� j t $OLAR STORAGE!VYA7ER HEATER COI.D � 1N 1 -------�° � 2 OFFERENTIA4TEMP CONTRfX ._.�------"'"" � I 3,1$ TEMpB2ATUREfi�NSOR(S} TEMPERATIIRE 4 $PRESSUiiE 1 REUEF VAIYE �� TtiERMpiSTAT � , ��CTRICAI g H�qJp�{�, � 5 QJ1TE'SMUTOFF'VALVE t E��� � 6" FREEZEPROTECTIONYALYE t t I 7 CRClNAT10N PUM P I 1 8,13 SOLATIdN BALL VALVE{&'j SYSTEM � 9,,4 80/.ERdRAW(S) DIAGRAM � 10 PRESSURERELEFVAIVE 3 � 11 ANT4THERMUSIPHON VAIVE 1 �'� 17' ANZ VENT 11 COLLECTQR(Sj .--��-'",i �' pPTIONAL ITEM --•--_-__'.--� ICERTIFY THAT THIS DESIGN& SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY II SOLAR SYSTOLM COLLECTOR: APPLICABLE CODE: VOID WITHOUTRAISEO OR ELECTRONIC SEAL.MAY NOT BE USED FOR PLANS ON FILE, 3 INSTALLATION OF A LAR WATER EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL SPECIFICATIONS MEETTHE SYSTEM OATTHA ROOFOTOP COLLECTOR HEATING ASCE 7-10 DESIGNED FOR 200 MPH EXPOSURE CATEGORY D MODE:AE-21fAE-34/AE-261AE-2BIAE-32/AE�0/ 2010 FLORIDA BUILDING CODE PAPER COPY OF THIS PLAN REQUIREMENTS OFTHE CURREM MSC2(MSC-321MSC-40/SHC-21/SRC-32ISHC40 FLORIDA BUILDING CODE. ALLEN GEZELMAN tla 16502 HANNA RD. US LUTZ,FLORIDA 33549 The LeverEdge DOMESTIC HOT WATER(DHW)INSTALLATION NOTES: PH.513 650 7246 C GENERAL THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABLISH THE MINIMUM REQUIREMENTS FOR DHW SOLAR UNIT(THERMAL OR PV)WIND FORCES GENRAL NOTE: 055 EQUIPMENT ON BUILDINGS IN FLORIDARA FEET 0R LESS IN HEIGHT AND AT ROOF ANGLES FROM FIAT UP TO 45 DEGREES PER SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE B Ul OI NG ENVELOPE LIKE A WINDOW,DOOR,SKYLIGHT,OR SIPV.SOLAR UN ITS SHALL BE MOUNTED ABOVE ROOFSURFACE LIKE AN AC ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BYTHE FLORIDA AIIen©QozeIman PE.COM THIS PARTICULAR INSTALLATION DOCUMENT,The LeverEdge DHW SOLAR PANELS MAYBE INSTALLED PAMLLELTO THE ROOF CONDENSER.THEREFORE,SOLAR UNITS THUS INSTALLED DO NOT REQUIRE A PRESSURE RATING AS DO ENVELOPE COMPONENTS SUCH AS WINDOWS,DOORS,&SKYLIGHTS.SOLAR UNITS SHALL BE MOUNTED SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL.THE COLLECTORS USTED ON THIS PLAN COMPLY WITH v^env GeielmanPE corn O PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING OR TILTED-UP TO ACHIEVE VERY CLOSE TO THE ROOF SURFACE.THIS PROVIDES PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE RACK OF THE SOLAR UNITS.THIS RESULTS IN NO SIGNIFICANT CHANGE IN THE LOADS ON THE THOSE REQUIREMENTS.FURTHER INFORMATION MAYBE ACCESSED ON LINE AT: zt W BETTER SOLAR COLLECTION.FLUSH-MOUNT SHALL REQUIRE 4-ANCHORSa(3/8-INCH DIAMETER CRS, ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP.HOWEVER,THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE,E.G.THE ROOF RESISTS THE INTERNAL WIND HTTP://WWW.FSEC.UCF.EDU/EN/INDUSTRY/TESTING/STCOLLECTORS/HOT_WATER RA CORROSION RESISTANT STEEL)IN PZ-1&P2-2,EXPOSURES B,C,DIN ALL WIND ZONES UP TO PRESSURES AND THE SOLAR UNITS RESISTTHE EXTERNAL WIND PRESSURES.THE EXTERNAL WIND FORCES ARE THEN TRANSFERRED TO THE ROOF FRAMING THRU THE SOLAR ATTACHMENT HARDWARE.WIND -`o BCALCULATIONS LINK HERE:HTTP://W W W.GEZEIMMPE.CAM/GENERIC/2010FBC-WINDCALCS.HTM V 55 AND INCLUDING 2D0 MPH. ANCHORS CAN EITHER BE,AT CONTRACTORS'CHOICE,4-ANCHORS FOR A SINGLE 3 c COLLECTOR OR 4-ANCHORS FOR TWOCOLLECTORSTHRU USE OF APPROVED RACKING TO TIE THE TWO COLLECTORS E! O n TOGETHER-SEE FIGURED TILE-UP I5 PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS:AI NO INSTALLATIONS OUTSIDE SWH COLLECTOR of .; Z 5 Ll OF PRESSURE ZONE I;B)USE ONLY OEM HARDWARE-EXCEPT#I4 TENS PER FIGURED;C)COLLECTOR LONG MIS HORIZONTAL NO PZ3 IN HVHZ C AND 30 DEGREES MAXIMUM TILTANGLE;DI WIND ZONE 140 MPH AND LESS REQUIRE 4-ANCHORS PER TILT-UP COLLECTOR;F) I'L2 PZ2 p2 01 "O U-- WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PERTILT-UP COLLECTOR AND MINIMUM TILT.POLE WALL 1 ROOF ROOF TRU55 7 BR THICKNESS OF 1/8TH-INCH.CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPLIFT.REFERTO - Q B WIND LOAD CALCULATIONS AT HTTP://WWW.CADVICE.US/SWPWINDLOAOCALCULATIONS.PDF W { O UT L =oT WHEN LAG LIMIT IS EXCEEDED CONTRACTOR SHALL USE MORE IAG5,I-BOLTS OR ALL-THREAD ROD.FOUR J-BOLTS DR ALL-THREAD RODS CAN HANDLE THE LOAD OF 2-EACH,405F SOLAR COLLECTORS IN ALL LOADING CASES ON THE CHART. I' III Q Tao WHEN STRAYING INTO PZ2,INCREASE ANCHORS 50%ON THE PORTION OF THE COLLECTOR IN PZZ.ABSOLUTELY NO PD1 c F INSTALLATIONS IN PZ3. G TESTING:TRe LeverEdge DHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WIND LOADTESTING OF-102 PSF PER ASTM PE,#56165 DO ITHC:T III U E-330(MTL FILE NUMBER 95-1249).THIS ENGINEER HAS EVALUATED THE INSTALLATION COMPONENTS AND HARDWARE Gow CURRENTLY PROVIDED BY The LeverEdge AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE REQUIREMENTS OF !. A F 6FC THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF THIS PLAN.THERESHALL BE NO SUBSTITUTION OF OTHER Z oED TENSOR MATERIUI,S WITHOUT PAIGRAPPROOALOF THIS ENGINEER THUG ORe Ee'IerEUEP. 4,. FRONT ELEVATION PZ =PRESSUREZONE SECTION A HARDWARE:THIS ENGINEER HAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS SUPPLIED BY The rV WZ =WIND ZONE r€a LeverEdge WILL WITHSTAND HURRICANE FORCE WINDS UPTO AND INCLUDING 200 MPH 3-SECOND GUSTS,THE ONLYscuE.Irc-lo SALE t,4"=tL' rj}y� = QE. REMAINING AARIADLL OF SIGNIFICANCE ISTHE ATTACHMENTOFTHF HOLD DOWNS TOTAE UNDERITINO ROOF SYSTEM c�idvice-US LD f MIDSPAN REIN USING OEM HARDWARE.LAGGING OF TLE DHW COLLECTORS FOR FLUSH MOUNT INSTALLATION(PARALLEL WITH THE ROOF ORCEMENT SAW COLLECTOR 5 F SURFACE AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWARE)SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C �4I ROOF P�W:TF4lTR?H /,O OOLLECTQR OUTLET MOUNTING BRACKET Contort: AND IN BOTH PZI AND P22 AT MEAN ROOF HEIGHTS OF 60-FT OR LESS AND IN ALL WIND ZONES TH RU 200 MPH 50 LONG AS AML FLABtRKFG y h� ROOF PENETRATION AL _ THE FOLLOWING CAUTIONARY RULES ARE OBSERVED.LAGS SHALL BE CORROSION RESISTANT STEEL.3/A INCH DIAMETER �•/ APPROVED RACKING CAr)vi(-InC CU '^ MINIMUM OR BETTER,LAGS SHALL ACHIEVE AT LEAST 3-INCHES OF THREAD EMBEDMENT IN RAFTER OR BLOCKING, '- $._T•YYNG TWO COLLECTORS MAY BE SYSTEM W/CHANNEL NUT 3603 E RarwlTle CS MEASUREMENTS MUST SE CAREFULLY MADE AND PILOT HOLES SHALLBE DRILLED TO ENSURE HITTING UNDERLYING RAFTERS MOUNTED ON 1 25"ALUM.ANGLE EXIST G ROO Tan Ua FL,33629 OR TRUSSES AND TO AVOID WOOD SPLITTING. ATTACHED TO BOTTOM FRAME 1"DIA.SPACER PH.813 919 9154 APPROV RACKING SPECIALPROCEDURES TO USE WHEN,IN THE INSTALLER'S OPINION,HITTING THE CENTER OFTRUSS OR RAFTER WITH ALAS WALL SPANNING BOTH COLLECTORS WI WATERPROOF SEALANT Q.a661594 7251 CANNOT BE ASSURED.EITHER USE A 3/8 INCH(MIN AS BOLT GRABBING THE TRUSS/RAFTER OR 3/8 INCH DIAMETER(MIN) J AND SINGLE SET OF OEM mmi QJWviCe.Us/{wW W.cAdviPB.u5 ALL THREAD ROD PLUS STANDARD FENDER&LOCK WASHERS AND NUT THRU MINIMUM L TEA"BY S"BLOCKING ON GLAD i HARDWARE OEM HOLD DOWN: UNDERSIDE OFTHE ROOF SHEETING.WHERE BLOCKING METHOD IS USED,INSTALLER SHALL APPLY A GENEROUS BEAD OF LAGGING(POSITION OVER TRUSS( CONSTRUCTION ADHESIVE FOR MINIMUM OF 1 FT ALONG THE NEAR 10 HITS OF THE ROOF TRUSS AND SHEETING ON EACH EXISTING ROOF TRUSS, 3/B'LAG BOLT OR TRUSS ON BOTH SIDES OF THE BLOCKING-SEE FIGURE 2 ON THIS SHEET. TOP CHORD J-BOLT(HOOKS TRUSS) PLUMBING SHALL BE PER FIGURE 1.FLORIDA PLUMBING CODE SHALL BE ADHERED TO.PARTICULAR ATTENTION SHALL BE GIVEN TO PROTECTION AGAINST OVER-PRE55URE AND FREEZING-PER FLORIDA MECHANICAL CODE,CHAPTER I4,AND PER The LeverEdge INSTALLATION INSTRUCTIONS.THIS DRAWING SHOWS THE"0"VERSION PLUMBING.HOWEVER,THERE ARE COLLECTQRB MAY BE OFB4TA OTHER VARIANTS(PHOTO-VO LEAK PU MP,INDIRECT,AND/OR DRAIN-RACK)WHICH,ALTHOUGH NOT SPECIFICALLY SHOWN VERTICALLY OR HOFRONTALLY TYP. SHINGLE, MET, FLAT TILE DETAIL. H FREON,ARECOVERED BY THIS SEALED DRAWING-SO LONG AS INSTALLED PER The LeverEdge INSTALLATION INSTRUCTIONS- etx =,,4 WATERPROOFING INSTALLER SHALLADHERE TO REQUIREMENTS OF FDC CHAPTER ES ROOFING)AND BEST PRACTICES OF THE 1404.817110R R1711Q BRACKET(BEE DISTAL B ..OW) APPROVED RACKING NRCA ROOFING&WATERPROOFING MANVALTO ENSURE THATTHE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKSAT M09WMS CAN BE ON OR COLLECTOR ~- 1'OIA SPACER LENGTH SYSTEM W/CHANNEL NUT INITIAL INSTALLATION OR AS THE SYSTEM"AGES". 2658 OE TOR f ADJUST FLUSH W/1--TILE EXISTING MEMBRAN 1"STE SPACER,LENGTH E QUESTIONS INSTALLERS,AUTHORITIES HAVING JURISDICTION.OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. i - ADJUST FLUSH WIT OP OF TILE AY NTACTTHIS ENGINEER DIRECTLY-CELL;813 650 7246,E-MAIL:ALLEN@GEZELMANPE COM APPROVED RACKING M CO 1"DIA.SPACER ' F WI WATERPROOF SEALANT NOTICE TO AHJ,CONTRACTOR,OWNER,&OTHER INTERESTED PART S(OIP):THE PLAN PROVIDES S�EBITS ROOF INSTALLATION DIAGRAM I EXIST,BARREL TILE O ENGINEER-SEALED DETAILS&SPECIFICATIONS FOR INSTALLATION OF BOTH AE&MORNING STAR CORPORATION)MSC)SOLAR WHERE APPLICABLE OEM HOLD DOWN: DOMESTIC HOT WATER SYSTEMS.AE&MSC ARE MADE IN THE SAME PLANT BYTHE SAME MANUFACTURER.WHILE TH FILL CAVITY UNDER TILE ERE ARE EXISTING ROOF TRUSS, TOP CHORD LAGGING)POSITION OVER'REUSE SUGHTPHYSICAL DIFFERENCES,THESE SYSTEMS ARE EQUIVALENTSTRUCTURALLY,HYDRAULICALLY,&THERMALLY.AEDETAILS ARE WI EXPANSION CONST.FOAM SIB"LAG BOLT OR SHOWN ONTHIS PLAN SHEET,BECAUSE AE 15 THE VOLUME LEADER.NEC DETAILS MAY REVIEWED AT;http://w .aeWla,.com/ J-BOLT(HOOKS TRUSS) ALU TUBE TYP. BARREL TILE ROOF MOUNTING DETAIL 0 SCALE,-1,Y=tA' ALLTHREADROD. FILL-f,1-PART SHW COLLECT OR ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS&OTHER ENGINEERING SERVICES PROVIDED BY ALLEN J BOLT OR LAG POL•?.BCE WATERPROOF APPLY CONSTR. EXISTING ROOF MOUNTING BRACKET GEZELMAN PE AND HIS ASSOCIATES ON AVE AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-700 MOUNTING BRACKET CO RUCTION SEALANT ADHESIVE MEDIUM Q (ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL. CONDITIONS OF THE BEAD BOTH SIDES OF OEM HOLD DOWN: W LAGGING(POSITION OVER TRUSS) CONSTRUCTION CONTRACT)CURRENT AT THE TIME.THOSE OBJECTING TD.SAID EJCDC L-7D0 OR PROVISIONS INTERFACE BETWEEN J-BOLT(ROOKS TRUSS) LL THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT,DESIGN,OPINION,CALCULATION OR OTHER ENGINEERING ROOF SHEETING AND BLOCKING(BETWEEN TRUSSES) O SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT.EJCDC C.-700 MAYBE VIEWED AT TRUSS r5EALANT FOR WATERPROOFING HTTP:AGEZELMANPE.COMIREFERENCEIAGIC-700,POF ALUM TUBE I FOOT IN EACH 111 z ALUM TUBE I DIRECTION STARTING FROM"SPANNER"TO '--•- ••--• O WHICH COLLECTOR I I I MOUNT D BY PAD IS PITCH PAN L_J L J SECTHREAD it l++ 1 - - ALUM:'TUBE ALL-THREAD ROD, - 4R4 BETWEEN TRUSSES (Jx - �, J IN CONTACT WI PLYWOOD DIRECT"D"SYSTEM TYP.BEAD OF CONSTR.ADHE5 QH EXISTING ROOF TRU55, THIS DRAWINGSHOWS The LeYertdge D HW PITC:'.'AN TOP CHORD ♦A "D"(DIRECT)SYSTEM AND THEPARTICUTARSYSTEM'SPLUMBING.THEREAREOTHER,SLIGHTLYDIFFERENT,MFLeVertdgeDHW SYSTEM ALL-HREAD ROD, NOTE-THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF z VARIANTS WHICH ARE ALSO COVERED BY THIS SEALED DRAWING.THIS I5 BECAUSETHE CRITICAL ELEMENT—THE COLLECTORIS)AND ROOF TILE ROOF:CUT OUT RECTANGLE FOR PITCH PAN, J El,FOR LAG Z MOUNTING DETAILS REMAIN THE SAME WHETHER The LeverEdge.SHW SYSTEM BEING INSTALLED I5 A DIRECT,IN-DIRECTORDRALN-BACN INSTALL AND FILL W/1-PART POURABLE WATER PROOF TYP. MOUNTING DETAIL J MODELS WHICH CAN BE CONFIGURED WITH EITHER AN A/C OR PHOTO-VOLTAIC PUMP scuE+-trz'M - - _ORD/LCONTRDLLEDELU TRK PUMP CONSTRUCTION SEALANT -Mount O / ALTERNATE.TILE ROOF MOUNTING DETAIL Rackk-Mnt Flush Mount Standard Mount COLLECTOR SENSOR .SALE 3="a' v System System System FIGURE 2 SYSTEM: ___ B5,4 I",€"VIE — — — -- EXPLANATORY INFORMATION RM �y 1423 GUNN HIGHWAY SOLAR LOOP DRAIN \R,}J ISOLATION VALVE ` ODESSA,FL 33556 o SOLAR LOOP BEAT ENLARGED VIEWING&HYPERLINK5: �y \ EXPANSION TANK PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. FM r}.� pOm I DIFFERENTIAL CONTROL ELECTRONICVERSION(EV)PROVIDES MAGNIFIED VIEWING UP TO 64D0%.EV ALSO PROVIDES HYPEILIN--.ACCESSTO OEM FM MH {p MOTORIZED BALL VALVE MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION, / .5005 � ET L. ES MAYBE ACCESSED AT HTTP://WWW.GEZELMANPE.COM/GENERIC/AS.1.3.WH-LO.PDF / REV.03/7/12-TM YQz4E r THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH THIS PLAN.THESE MAY BEAMTOSUPPLEMENT MOUNTING BRACKETS =;w 4 HOT WATER OUTLET I COLD WATER INLET ORTO REPLACE THE DETAILS SHOWN IN FIGURE 2.IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DE?AILS/SYSTEM BEING ROVER ARE HINGE MOUNT fT'� 'R7. 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