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RC-13-719Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 189039 Permit Number: RC -4 -13 -719 Scheduled Inspection Date: May 09, 2013 Inspector: Rodriguez, Jorge Owner: DONALDSON, EDITH Job Address: 1569 NE 104 Street Miami Shores, FL Project <NONE> Contractor: SUN STAR ENERGY LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Solar Phone Number Parcel Number 1122320320160 Phone: (561)287 -1118 Building Department Comments SOLAR HEATER INSTALLATION Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 08, 2013 For Inspections please call: (305)762 -4949 Page 7 of 28 PERMIT # FN // CONTRACTOR: SUBMITTAL DATE: ADDRESS: NAME: 1Qt V09 t\F, 11145 -( uRYyraidC -nir1 RESUBMITAL DATES: ZONING FIRE STRUCTURAL IMPACT FEES /® 4 ,rA- ELECTRICAL %✓' � PLUMBING HRSIDERM 946,-/rg (ff-tri4 NOC MECHANICAL • • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION r 2013 RYa000�-- FBC 2 Permit No. / V-- 1 1 c1 Master Permit No. Permit Type: PLUMBING JOB ADDRESS: I ( 1 N SC. 1044A- C'T zip: 3313S Flood Zone: Phone #: 3°57-�� Zip: 3 31 3$ City: Miami Shores County: Miami Dade Folio/Parcel #: 1%12. O 3 V- 0/4G Is the Building Historically Designated: Yes NO — OWNER: Name (Fee Simple Titleholder): Address: 1 S N ce. { D Le4A S ra e, -- City: irf•-:. e.rv. = S'1•04"44 State: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: .� v k S—A. i.e ✓qy L,JL, City: n twSp"yow, c gcot, , State: \v €., Zip: 2-16t 1 Qualifier Name: --c ' I.-v-• r+K\.1 U W at") Phone #: C' \G' State Certification or Registration # : L L 414- 15-7 Certificate of Competency #: Contact Phone #: < 6 1 "tip? -1 { I 0 DESIGNER: Architect/Engineer: Phone #: rL1..y Phone #: i �%' r) l Email Address: Value of Work for this Permit: $ f3gf-1 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration N w ORepair /Replace ❑Demolition Description of Work: c)� c_ ✓ ******* **** ******* ** ** *** * ** * ** * * * ** ** *Feed p ** :****** *** * * * * ** ** * * * * * * *** * * * * ** *** * * *** Submittal Fee $ Permit Fee $ at-U. !f'' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 192. '01 • • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. 1 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 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent (® (contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 634004 , 203 , by who is personally known to me or who has produced "i:"."-4)1.---- As identification and who did take an oath. NOTARY PUBLIC: day of t IC , 20 1, , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print. My Pub i = e o da My Comm. Expires Mav 31, 2016 XPI$imission ij " 1'1923 MI. 10 A * * * * * * * * * * * * * * * * * *** * *: *** ****41 < ** cy ** ** * * *��m�x *** *********** ** * ** * ** * * * * * * * * * **� * * * * * * *** ** APPROVED BY L/_0( L/) , S Notary Public ' State of Florida albumtipixeliM6y 31, 2016 Zoning Sit00 .,�. Commission # EE 203923 S- - Sign: Print: My Co �' • 1 Notar ' YBiP�= ' a Neu! "Q= My Comm. Expires May 31, 2016 pireCommissioe # EE 203923 • Structural Review (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3 /15/09) Clerk 413113 - gisweb.nianidode go \a'PropertySearchlprintMap.htm Property Information: Folio 11- 2232.032.0160 Property Address 1569 NE 104 ST. Owner Name(s) EDITH K DONALDSON Mailing Address 1569 NE 104 ST MIAMI SHORES FL 33138 .2665 Primary Zone 1300 SGL FAMLY • 2801 -3000 SO Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/BathstHaIf 4/3/0 Floors 2 Living Units 1 Adj. Sq. Footage 3296 Lot Size 8,925 SO FT Year Built 1967 Legal Description RIVER BAY PARC ADON PB 40-72 LOT 17 BLK 3 LOT SIZE 75.000 X 119 OR 13018 -2636 0986 4 MIAMI -DADE COUNTY OFFICE OF THE PROPER'IY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos I opr;.- C'anttra Property Appraiser Assessment Information: Current Previous Year 2012 2011 Land Value $207,975 $148,553 Building Value $302,477 $304,383 Market Value $510,452 $452,936 Assessed Value $331,475 $321,821 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 $25,000 $25,000 Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 $0 Exem ptionlTaxable Exemption /Taxable County $50,0005281,475 $50,0001$271,821 School Board $25,0003306,475 $25,000/$296,821 City $50,0005281,475 $50,0005271,821 Regional $50,0005281,475 $50,0005271,821 Sale Information: Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widower) $0 $0 Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reelect the latest property information :ind (1S positional accuracy. No warranties. expressed or intptiad. are provided for data and the positional or thematic accuracy of the data herein. its use. or its interpretation. Although this mbsite is periodi ally updated, this information may nut reflect the data currently on tile at M iami-Dade County's systems of record. 'I he Properly Appraiser 0 and Miami-Dade County assumes no liability either for any errors. omissions. or inaccuracies in the information provided regardless ill the cause of ouch or for any decision made. action taken, or action not taken by the user in reliance upon any informal ion provided herein. Sex Miumi-I)ade (ouuny full disclaimer and User Agreement al htt p: / /www.miamictade.goV /info /disclaime r. asp. Property information inquiries. comments. and suggestions email: pawihmailuimiamidade.gov (it S inquiries, comments, and sug esl ions email: gdsitimiamidrde.gov Generated on: Wed Apr x13201.1 111 a isweb.miarmi dale .naNProoertvSearch/orintMan.htm 1111111 11111 11111 11111 111111111111111 11111111 C N 2013R0265180 NOTICE OF COMMENCEMENT OR Bk 28567 N 42961 Ups) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ECORDED 04/08 /2013 09 :31 :52 ARVEY RIR+IN, CLERK OF COURT • PERMIT NO. TAX FOLIO NO.: I— - '32 -' U 32 '(3, • IATI -DARE COUNTY, FLORIDA • • STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descri ption of property and street / address: UT `, r W k. - 1369 Net„ l C1YA. Sis emr-t = cl,o /e,s', Gcz_ 2. Description of improvement: cam: W e...' L.A/ C.031- t \ � 3. Owner(s) name and address: € X ps.„cLbrairo I'rj L � I Net. f b 4 .u. S z Interest in property: C.., L.., » C' %- Name and address of fee simple titleholder: 4. Contractor's name and address: e S riq I'LL6 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: C-it wcv) '),/ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Print Owner's Name : - ✓c"cAcisW`° Prepared by Sworn to and subscribed before me this 3 day of`i , 2013 . Notary Public: Print Notary's Nam My commission exp `,ave, ODD H.M1 �,� •?c , o ary u e- 1.100 0 ,,9r `PA My Comm. Expires May 31, 2016 •, log.• Commission # EE 203923 Address: 4/4/13 attachment (2448x 3264) I '1 I AN CE WITH ALL FEDERAL LTS AND REGULATIONS httas://maikattachnerta ood I eusercontent.corn/attachmentflui = 2&i k= 7c153024fd&vi amp att&th= 13dd535f1e013ee4&atti d= 0.2&di so= i nl I ne&safe= l&zw&sadui e= A... 1/1 The SX 310 is o 'IOW module that uses standard polycrystalline calla and shames batteries eifk,lently In any olknoto. It Mu been especially designed for use ln off grid opplloatione such as telectmenunIcatione, telemetrY, instrumentaton systems and tigneln. UP Soler's SX range of solar modules offer cost attentive power for small or moderate energy requirements, with a wide fling*, of module power and size option') available for stand alone Installations. noted Pawn( Nominal veltana Warranty Ma. 12V 90% power output over 12 yews. Fro from (*foots in motorists and workmanship for 2 years. $X310,1 Clow unlywool Woo and robust (unction box. OX 310k4 Musbnount frame with Isere (unction box and output cubism. Pt—P6ranletera Temperatum twang rang° AM to 490°C for 200 cycles Damp hoot iota 90°C and 00% relative humidity for.1000h Front nt row utotio load test (otr. wind) 2400 Po Front load teat tem mow) 0400 Po Monotone Moto test 20mm hail at 23nl6 WWI 1111018141100 0 Monufootored in 100 0001 and 100 14003 oortilled factories 0 Conforms to European Community DtreotMo 89r331E0C, 73/23/09C, 93/00/99C Contlied to It 01216 Modulo power mossuromenut colligated to woad Radiometric Reference through ESTI (European (War Test Installation at Ism Italy) Framed modules listed by Undelwritor's leborotorieu for olootrical and lire sofotV (Chem C Ike rating) Approved by Factory Mutual fieseurch In ice cues 1. Division 2, Groups C Mutordcats locutions _ SX 310 SX 310 IN Curves 1 0.0 • 0.7 0,0 0.0 0.4 0.3 0.2 0.1 1 0 10 • 2(1 430.1 0.0 Voltage ON bp so t& Module diagram ak1 electrical chalicti wititic8 Maximum power tP,",1 Warranted minimum power Vokteno et P., (V,) Current at P (1,„1 Short circuit cwrent (I„1 Open &cult valtowa (V) Temperature coefficient of 1„ Temperature coeftk lent of V 'temperature coefficient of PM, NOCT (Air 2tfaC; Sun 0.9kW /m', wind speed 1m/s) Maximum series fuse rating Maximuan ayatom voltage Self-lapping grounding aorew, instruction cheat end warranty document Included with each module. $X 390..._.._.........._........., 10W 9W 16.8V 0.69A 0.69A 21.OV (0.066 *0.01,61%PC - (80:00(mVPC - (0,60.081961"( 47,1:24'C 1A 60V DEC 61216 rating) Standard teat i ei ditlons - krodIWWo of 1000W/m, at sn AMUIO soar spectrum and a tenyleratuw M 213"C. Mechanical char'aoteristics .....,SX 31UJ Dimensions (mrn) Aµ W� 426 x 273 x 60 ter«oa rslcoaca Weight (kg) I rums Soho cogs Junction box ISX 310J) Output cables (SX 310M) Construction SX 310M 421 x 268 x 23 1.0 1.6 Clear anodised aluminium Clear anodised aluminium alloy type 6003T6. olkly type 606316. Silver un(versel frame. Silver rtxdtimotxtt frame. 36 tells (67mm x 39 mm) configured geometrically for a 4 x 9 matrix connected In series. IPM junction box with 6 terminal screw connection bock, accepts PG 13.6, 13mrn conduit et cubio fitting. Terminal accepts up to thorn, (10 AWG) wire. RI-1W AWGP 10 (0.76mm') 2 core PLTC cable. Lengths 467men ("2. block) and 467mm ("•t•" red(. Front: nigh- transmission 3mm tempered glass. Near: White polyester; encepsulont: FVA. asaePdode edadarydocwnom.lel nriaNMsaoMdMMnWrooda0to LfrklarxnoaC0.PahMIaaroaMM�Ma1kMdWwanp. Milts))10 (N 111111 )0111 AIN(minn ow non Your aP Soler ropmserrtatkro: 1.3 www.bpwdanaom,au WPM OW emmeeneonumenne Rated 150 Volt • Sunlight-Resistant -20°C to +60°C 18 and 20 Gauge Copper Conductors Sou.iltwire OEM Division THERMOS 'A APPLICATIONS Suitable for use as follows: Thermostat Wire is a class 2 power-limited circuit cable for use in thermostat control applications STANDARDS & REFERENCES • 150 Voltage rating per NEC" Article 725 • ETL listed to UL 13 • Meets UL 1581. Vertical Tray Flame Test (ET-1) • Type CL2 CONSTRUCTION • Solid copper conductors with 6 mils of PVC insulation ' • Conductors are covered with a brown PVC jacket Ripcord Wert.* green Spec tonoensi tJ S A Fluti8Compliant WEIGHTS, MEASUREMENTS AND PACKAGING tiAtU(E IHFithlttS1 1 WfRtF 1 ,), �* 18/3 18/4 18/5 18/6 18/1 18/8 18/9 18/10 Red, White Red, White, Green Red, White, Green, I3Iue Red, White, Green, Blue, Yellow Red, White, Green, I3Iue, Yellow, Brown Red, White, Green, I3Iue, Yellow, Brown, Orange Red, White, Green, Blue, Yellow, Brown, Orange, Black Red, White, Green, Blue, Yellow, Brown, Orange, Black, Pink Red, White, Green, Blue, Yellow, Brown, Orange, Black, Pink, Gray 132 16 Red, White, Green, Blue, ,_ 18/12 Yellow, Brown, Orange, Black, 15 245 Pink, Gray, Tan, Purple a __ All Thermostat Wire is constructed with solid conductors, PVC 'nsuiation (6 mils), parallel conductors, PVC jacket 25 pFlft capacitance between conductors 0 1 KFix (nom .), and 6.32 Ohrns/1000 toot 00 res stance per conductor 20 "t (noin.). 14 15 15 15 154 170 186 15 15 202 15 218 44 45 52 57 246 65 74 20 (iAtlili "iitERMOSTA1 WIRE 20/2 Red, White 14 114 20/3 Red, White, Green 14 20/4 Red, White, Green, Blue 14 Red, White. Green, Blue, Yellow 2016 Red, White, Green, 15 160 26 Blue, Yellow, Brown 2011 Red, White, Green, Blue, 15 ) 60 Yellow, Brown, Orange Red, White, Green, Glue, 15 113 20/8 Yellow, Brown, Orange. Black 2a9 lied, White, Green, Blue, Yellow, 15 1 185 Brown, Orange, Black, Pink Red, White, Green, Blue, 20110 Yellow, Brown, Orange. 15 202 Black, Pink, Gray Red, White. Green, Blue, 20/12 Yellow, Brown, Orange, Black, 15 209 Pink, Gray, Tan, Purple AU Thermostat Wire is constructed with solid conductors, PVC insulation (6 mils), parallel conductors, PVC jacket 22 pF tt capacitance between conductors 0 1 Ktix (nom.), and 10.73 Ohms/1000 foot DC resistance per conductor 0 20°C (nom.). 20/5 15 121 132 147 15 18 22 29 33 37 40 47 • ,(5g{ RCN PUMPS 809418 12 & 24 VEX liar WATER PUMPS 18111 PICKWICK AVE., GLENVIEYV, 11. 60020-1306, 1.1.6.A PHIONEo (047) 7294300 • PAX: (1147) 729..7002 WWW.MARCEIPLIMP.COM )t, , • • A si -1-- 1 4- : • • . , 0 8 T 80941R-C oestin.te 8 4 3 1 1 ! a loine , • 80114)8 00141. ! I ' 2 G.P.M. 009-DR, 809.0R-115 809-Pt„ 809-PL-H$ Inline Housing 809.811-G, 809,43R-H8-C 80041.-C, 009-PL-H84 Center Inlet Housing 009.88 -148-C 8808141688 809-PL-HS-C 8808)11888 Center Inlet Housing ntaxmoothweertozwatwommomattowftelu 18 tti } 1 12&24V0C 909.011116.6 13.12kgEq6. LP-M. (k It) v, 2t7 - "--1-131tUaHlAtinar" ". t000•01111$1 • 11100.14 •118•C t It 4. tl M 8 - 3 - 192& 24 VDCL 000.08-110 • 809.81....H8 • 2 ti 0 0 6 ASSEVATIQW BR ttt Bronze, Pt. ttt Polysttlfone Plastic, C nt Center Inlet, HS zt Fligh Speed RUSErILQ.K„ The March 809 Series hot water booster centrifugal tnagnetic drive pumps are n non-self-priming unit built to handle liguki transfer in heating and cooling operations. Contact the factory for application assistance. INSTAJADDR. The 809 Series pumps should be installed with the pump housing arrow pointing in the direction of flow within the system. If the arrow Indicating flow is not in the direction required, remove the housing screws (Item 1) holding the housing to the motor bracket and rotate the housing assembly as required. Replace the screws and tighten. The pump is composed of a wet end assembly which can be separated by unscrewing the screws (Item 1). The pump will then separate Into 2 parts. The liquid will bo contained within the wet end assembly unless the screws (Item 94) on the rear housing are loosened. AL; Brushiess motors must bo operated within a restricted voltage range due to the electronics in the motor. The red lead is positive & blue lead is negative. The range for 12 V.D.C. motors is 10V to 14V and the tango for 24 V.D.C. motors is 20V to 28V. -1-2VD-C & SPECIFICATIONS Max Flow __. ......._ ...... _. Ma' 11°a° - - jp.m . 112.1.1 m rt 11( .09-BR 0.9 . 5 - 2.1 7:11:47- 809-PL. 18.9 5 2.1 7.1-3.e7 - 809-13R-C 22.7 6 2.1 Tii;iir 009-PL.-C 22.1 6 2.1 7.1307 809-BR-H9 ..tettei.eeetteettee..........it 221 6 4.7 Teii 6.7 809-PL-HS 22.7 6 4.7 -16.6 6 09-BR-118-C 30.2 8 4.7 -1;.5 6.7-----{6.6---.7- 809-PL-HS-C 9 Motors 809439-14S-C (09-,PL-145-C 28.3 7.5 28.3._ i:g 6.1 30.2 8 4,7 6.1 20.2 _____- Max Internal _..., Pressure Max Lkatid Temietature___ PiicladWii ii Inlet Utitlet., al bar .. . ... *c, k iiii 1/2" MPT -1/2" MiTT Isti 10 260 121 2.6/5.5 1/2" MPT 1T2.7-14137 _ 60 _ 3.4 260 121 __ 27476 3/4" MPT ' 1/2" M-PT 3/4" MPT W.W.I. _ 60._ 71 .4 250 12.1 _ 214-.6 1/2" MPT 1/2" MPT--"--1/2" 1/2" MPT 3/4" WI 318` F 3/4° WT 318FPT & 3/4" NEYr MPT 1/2"MPT 1/2' MPT 1/2" MPT 1/2" MPT ... ...._150 16 _ 121 _ 2.67675 60 3.4 250 r_ 121 214.5 10 250 121 60 150 10 250 50 3.4 250 121 2/4.5 1. 10 250 ...._ -12.1. 2.5/5.5 3.4 250 _ 121 121 2.5/5.5 2.5/5.5 2/4.5 Motor at Tw - DC 12V or d 24V DC 12V and 24V DC 12V a Id 24V DC 12V and 24V DC 12V and 24V DC 12V and 24V DC 12V and 24V DC 12V and 24V DC 12V and 24V DC 12V and 24V Volts Waite -- . Naps Hi 12 13 1.1 11100 24 i4-- 0.65 1/100 12 13 1.1 11100 24 13 0.56 1/100 12 13 1.1 1/100 24 13 0,65 1/100 12 13 1.1 1/100 24 13 0.65 1/100 12 24 12 24 12 24 12 24 12 24 24 43. 3.5 43 1.8 43 3.5 43 1.8 43 3.6 43 43 43 38 38 1.6 38 3.1 30 1.6 1.8 3.6 1.8 1/25 1/25 1/26 1/25 1/25 1/25 1/25 1/25 I1 0.029 t 4. 1/25 0.029 1/26 0,029 Kw Fm 0.007 18110 0.007 itigo 0.007 0.007 0.007 0.007 0.007 0,007 0.029 0.029 0.029 0.029 0.020 0.029 0.029 0.029 1050 1850 1050 1860 1050 1860 3660 3650 3650 3660 3650 3660 3650 3660 3650 3660 3850 3660 .--- . Electrical Connection loads leads leads loads leads leads leads loads Isads leads °vomit Pump Dimensions Dime ,t,4 LI•itt...:,...z,•,..:ti•ht6::... ,,:, ,' Height i.41118t 1..etwth - .41!,Ita. , .. , - z, ,.i it 487., 5.31-...:,1,31 0.-9-4-. - - - 4:87_ 6796 . - 4,E6_. ..1.3-8 6.94 .. 4.88 . Si..38.. 6.973 i. ..4.69 4.69. 8.33 f ' :, 4,69_4W 4.50 0:3-5 '4,50., 7.83 , • 4,116. 4,50.. -i.iiii • s 4.8/ __5.31 6.i-ii- ' , A _ i tAt-s. 4.88 _. 3.38 6.94 ,3: .._ ....._ tot-,t --i„,-, 4.69 450 8.33 .._.. -,..,T-...1 4.56 4.50- . ., • ...._. _ 4.69 4.50 t3.17 s --:- itE _..... rm. 4.67 450 8 . ... .... . R:11...i 1P ::[ i 197 fill t ! [ 1E Ti ] [ .i 18 19 24 Motor (12VDC f:Trushl.__..._..__..___ 36x5 RPM I 0809..0103-1000 S `' S 25 Motor (24VDC Bruahl_ _.....__ 1850 RPM 1 0809-0100-1000 S > 3 S ti 26 MOtof (12Vt�C � ruSin) - -- 2 / Motor_24Vt)C 13r ushj 18 >O RI'M 1 080(30102 1300 S S `> `� ,___ 28 Motes 1 ?VIaC L3rushless 3650 RPM 1 0125..0127-1000 __._. _. _�__. .'_ 4 ° Br ) 3650 RI'M 1 0125- 0128 -1000 S S 29 Mrrtor.(24VI�C Brushioss) ._ ._.-- --- _ _. _... 3(1� Cover and "0" Rini 1/16 CS x 2 //8 1D P 1 0175••6133 1000 0 0 i i 1 I n ,„ < ia, U, ,, 1 , ,.r,i,. d �;t. �, Legend: `' : l. p(i t h ()ay �;,.-r c Wj1 All specifications & data are based on pumping water & are intendet as r. guideline only. Spor,ificaitons may vary with different motors. G N •R AP ; i Y F + ^ ' Am : Follow all local electrical and safety codes, and the Occupational Safety and Health Act (OSHA). Make certain that the power source (=forms to the requirements of your equipment. Always disconnect power source before performing any work on or near the electric motor. Caution must be exercised to relieve any pressure in the system and in draining hot water from the pump or the system. March cannot recommend the 809 Series out of bronze where the liquid is used for human consumption per California Law due to the presence of lead. ,it9 Y:�! %.<..` ��'t? Y: The motor can he removed from the wet end assembly without draining the liquid from the system. To do so remove four screws (Item 1) and slide the motor assembly away. If parts inside the wet end assembly must be removed, isolate the pump or drain the system. When the system is drained and cool, remove the four screws (Item 14) from the rear of the housing. 'the roar housing can now he removed. Remaining pump parts can be removed. Replace any worn or damaged parts. Replace the "0" ring anytime the rear housing is removed. i.IDNI °gyp 19tAttRA i•Y March pumps are guaranteed only against defects in workmanship or materials for a period of one year from date of manufacture pumping water. For the complete warranty and to register online go to www.marehpump.com /warranty- registration kiNtktWaNki DESCRIPTION M MATERIAL S REPAIR PARTS I QTY P IS r �d S Brustr B t t c/ 9 9 W Brushless W y y ITEM D Screw S Steel # #8 -32 x 1 I 4 4 0 0923..0003 -1000 S S S S 3 3 3 3 S S S S S S 3 3 S S S S_ 0000.0142••0000 3 3 _ __,_5 y S , ` y:3 ' '� S S_._ � 2 P Pump ti iusl ` 0809••0013 -0000 Pum „Hpuslnp B Center Inlet 1 1 0 0809-01f9-0100 S _ S S I S 4 Pump Housing __.._ _........ _ _ __,_ C 1 0 0809-0679:8716T) _ s ` S `� �_ 0809.0043 -1000 S S. S S S S S_ S S S S S S S S 5 5 S S ShaftStainless 0809 - 0005 - 0100 3 0809 - 0012 -1000 S 0135 - 0040 -1000, S S S S S Wj1 All specifications & data are based on pumping water & are intendet as r. guideline only. Spor,ificaitons may vary with different motors. G N •R AP ; i Y F + ^ ' Am : Follow all local electrical and safety codes, and the Occupational Safety and Health Act (OSHA). Make certain that the power source (=forms to the requirements of your equipment. Always disconnect power source before performing any work on or near the electric motor. Caution must be exercised to relieve any pressure in the system and in draining hot water from the pump or the system. March cannot recommend the 809 Series out of bronze where the liquid is used for human consumption per California Law due to the presence of lead. ,it9 Y:�! %.<..` ��'t? Y: The motor can he removed from the wet end assembly without draining the liquid from the system. To do so remove four screws (Item 1) and slide the motor assembly away. If parts inside the wet end assembly must be removed, isolate the pump or drain the system. When the system is drained and cool, remove the four screws (Item 14) from the rear of the housing. 'the roar housing can now he removed. Remaining pump parts can be removed. Replace any worn or damaged parts. Replace the "0" ring anytime the rear housing is removed. i.IDNI °gyp 19tAttRA i•Y March pumps are guaranteed only against defects in workmanship or materials for a period of one year from date of manufacture pumping water. For the complete warranty and to register online go to www.marehpump.com /warranty- registration kiNtktWaNki W A T E R H F A T E R S SOLAR STORAGE TANKS WITH ELECTRIC ELEMENT 0-Year Tank; Warranty, 6-Year ar Pa►lrts Warranty O 2" Non -CFC Foam Insulation Foam insulation saves fuel by retarding heat loss, Y Fused Ceramk .Shield Applied under pressure and fired at 1600"F to completely cover the tank interior. This provides a tough interior surface for storage tanks and maximum protection against the wearing effects of high-volume and high temperature hot water. • Anode Rod Promote longer tank life through even distribution, for protection against corrosion of tank interior. W Factory - ,Supplied Top Temperature and Pressure Relief Valve ✓ Factory-Installed Dielectric Nipples O Pre -Wired Sensor Lead Frorn storage sensor mounting stud to top of tank. Does not include .sensor. • Water Connections Accessible from four factory-installed :3/4" dielectric nipples located on top of tank. W 4500-Watt Heating Element and Automatic Th erlrn os to t Where a backup system is desired. • UL Listed Model # . 5E62..80H••045S SE62 -119R• -0455 Gal Capacity Hght Wtr Conn. Jacket Diameter Hght Top of Tank Hght 'Top T &P Approx. Ship Wght 80 60.25 24 59.25 59.25 191 119 62 23 61.5 61.5 278 C:opyright0 by American Water Heater Company 2005. All rights reserved. SE6 Z 801'•a45S SIE62- 1198 -0455 6 -Year Limited Tank Warranty l-lectvygauge.steel is automatically formed, rotted and welded to assure continuous seams for Fused Ceramic Shield"' lining. Each tank is triple tested to ensure qual- ity. 6 -Year Parts Warranty Original factory parts warranted for 6 years. For complete warranty information consult the written warranty of American water i.leuter g yipany at (800) 999 -9515 WOW IdMssWO*NW *NanmIaMAI% art KOa it, Mg MeaK4401101141 aaa haniwl44441x44Mxya41111rialool, wIr►. ur@ tau► Nanwaagrultkoul ,qt «o,wMhaNwawa%•wYgr Iggiocion teriVered gias. 'escas$LV* Oftsur trogtzi- temwed gb Oita! solar energy oaostnissior olitsAft, tighittor Prone and Sattom -1008-103-Te tided alum .000 bOtterP elemvstOlc: Leant Plete ftasli that Wittete$: am ite and stren9th.: cyan TiOnfaitso., 41.. uratA foam board Foil-faced glass ftber- ralerted, rigid board Thermag Iig k1-1/4,' in the bed/ 3f4' lothesidewaits), PCOM1Wing te!.: Tbieurn1ehieu4t Lade rnowiting hilniStere. redoes mouritinp ttme aiii0 Wakes it simple for aayone to WOW. The Quick Lock System allows OittiAhest fie*tbty f moolltg and S140040 to allomble loads of 51 Pia, Ming possibfitties twilit* pricrosci PA* Flat root xid, Baigoay, and FZICIOg POrign We 30 Yeas 111'.(gtarg Presgsum 165 PSI F4M, ‘aiii We: 0.5 to 1,8 GPM PvittMf Gasket Grommetig A liV dUrable f)13. :Eichanet aslot . with mauled Izarnem, *boas water pereetatiot: 1P.40 Extrkgw S OrorriAtke with 3.-ite Ewe, Comer sracticiat- Architectural ailtinintkm ag ihside with airtraft-grad t pin grip rivetS tO ensure high stability Fokigmnerig 505A A4001,4111 rivets °,4:11ire The becksheet ten screws are 104 SSr 10-24 X 3J8, 400c. enel 014ok axide 4:40:170/.. Backsheet Type 310344141 0,0-1. g stucco embossed alumbatIM sheet t pop-riveted to aimitnum franw, SUMMARY INFORMATION SHEET FLORIDA SOLAR ENERGY CENTER 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922 -5703 (321) 638 -1000 November 2002 FSEC # 00090N MANUFACTURER Alternate Energy Technologies, LLC 1057 N. Ellis Road, Unit 4 Jacksonville, Florida 32254 Collector Model AE -40 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing Canada Inc., Mississauga, Ontario, Canada. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of tong term performance or durability. 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 10.10 feet • 1.200 meters 3.94 feet 0.079 meters 0.26 feet 3.697 square meters 39.79 square feet 3.482 square meters 37.48 square feet 6.1 liters 1.6 gallons 66.7 kilograms 147.0 pounds 76 ml /s 1.2 gpm 1103 kPag 160 psig One Parallel Forced Circulation Ten MATERIALS Enclosure Glazing Absorber Absorber Coating Insulation Aluminum frame, aluminum back Tempered low iron glass, 0.40 cm thick Copper tubes welded to copper fins Selective coating Foil faced polyisocyanurate, 3.2 cm thick THERMAL PERFORMANCE Tested per ASHRAE 93 -1986 Incident Angle Modifier K-ra = 1.0 - 0.19 cos9 Efficiency Equations n = 72.0 - 501 n = 70.4 - 346 (Ti -Ta) /I (Ti -Ta) /I - 1605 [(Ti- Ta) /I]2 Units of (Ti -Ta) /I are °C / Watt/m2 rl = 72.0 - 88 (Ti -Ta) /I n = 70.4 - 61 (Ti -Ta) /I - 50 [(Ti- Ta) /I]2 Units of (Ti -Ta) /I are °F / Btu /hr•ft2 RATING The collector 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/m2 (1600 Btu /ft2) distributed over a 10 hour period. Output energy ratings for this collector based on the second -order efficiency curve are: Collector Temperature Low Temperature, 35 °C (95 °F) Intermediate Temperature, 50 °C (122 °F) High Temperature, 100 °C (212 °F) Energy Output 44,300 Kilojoules /day 36,300 Kilojoules /day 12,200 Kilojoules /day 42,000 Btu /day 34,400 Btu /day 11,600 Btu /day REFERENCE 00081N FSI3C # S9022 16 C - • FLORIDA SOLAR ENERGY CENTER' Approved Solar Energy System Approval Date: December 1991 Revision Date: July 2011 or Two Collootor Rorie Iv • cocvA -1.0100.‘ 32922.5103 321.6381000 0 FAs.321-636- 1010 " www.b.ce.ocixwitt IN4444Cw■ gut , vtootitAtivAltvtra;trimr.:AT-04137)14i, wor.0 tt LI,Wfintv a tozAt ritgagv RBUZ2.E332502 - Pumps, Electrically Opera ted, Uquld Comet DRUM CEDTIRIRATIDNfi DIRECTORY REUZ2.E332502 Pumps, Electrically Operated, Liquid - Component peas Bottom i'a$01CT1 Pumps, Electrically Operated, Liquid - Component $eo General Information for Pumas. Electrically Operated, 1 110 - CDmDOneat OOL*R NYDROMICS CORD 143 GUNN HWY ODESSA, R. 33556 USA Circulating pumps, Models 809••9R, 809- 811-HS, 809 -P4, 809-PL-HS. Marking; Company name and model designation. jagt Orxiam{j on 2009-08 -11 Quallaftat MAW= WE E332502 kpue Tog s. ;1, .;r- The appearance or a company's name or product In this database does not In itself assure that products so Identified have been manufactured under ndece s Follow-Up for Service. c Mark on the product. duct. bearing the UL Mark should be considered to be listed and covered under Ill's Follow -Up Information, parmue the reproduction ges and/or Listings (files) mustt be presented Online thei r a tirety and In a non - mislead) p manner, without any manipulation of the d or *t 9 Laboratories Inc." must data ar dieeetttto, the statement "Reprinted from the th reprinted material m must include a copyright noticemin the follUnderwriters g format Copyright 47 appear amt to the extracted material. In addition, the 2011 Undervrkers laboratories Inc.®" lCli de: ,SOil+eD.t•.brgit.iii:rstt•u-n 'warkln:s.ler ti• •d' fei ond tili'1t • ia) df >1`; � t'.Cl�:(Uil da .lr�•tlYlfVB�d`. d get&`YMt Data Contained In Search Results Is Current: as Of OS /22/2012 ltd :271 Search Results Please sea our g eiftraC.Q er .s for an explanation of the license IMAMS shown in the search rosette. line, click on the name. For additional information, including any complaints or discipline, Licenfu Type Name, Type Number/ giatusllPtras Name t':r't:1.42C3:1A'� Current, Active Certified Plumbing t2�LIL.E.Ne..4 114Y -1- Primary Cart plumbing 08/31/2014 t°�rni;raci:c�r Plain Address*: 13107 COL DWA'f hR IAOP C:I.hhMONT, f'1.. 34711 CFC1428:I9' Current:, Active C rt Plumbing OS/31 /20:14 Certified Plumbing !R 5 »,110...i, Contrac :tor maim Address*: 13102 CQI.JWA•" tt I..00 (.31.71 MUId1, Ft :34711 DBA * ttMaAddress •• 'This addrtisaa is the Primary Addreerta on ills. Malvin9 Addtet>s - Thiti Iti the address where the mail associated with a pardoner license will be slant: (if different from the Main or licenst Letsitton addresses), Idrerl8e Location Address •• This is the address where the piece of business is physically located. iS1r_egaltidt5 1° :. mad: ( eC9 i!W'1 0t 1 C,tscorner Contact Celle, 1350A87.1395 it ltla etit. *Atta1a 1i 1 �_�t . 1118 Sim 0( i`I,n,ca S An MI1- =O etrtp OYBr' + �''�•' e :ba sB man.:! YousCon e t a 005th. ord DrC recturisti 00 not Under aelde lets, tuna to U S entity. Post Mo eonta t the on' a by Dho r Orr email oddrast man.: in u ne a nn R u stket pie the kat ct not 587'3 uleUronir. r Ronda Statutes, effective Cu:tobe( t, 2012. licensees licensed under Cheater 8n email . address t ecyide the De art,, etant to en eon 090.2r it t i. ,. vru:t" to supply' a personal address, please proveda the Department prcvto8 titlt (aa ?artrrrettt with an email U3tB8SS doe./ nave OnB. T98 LtnaeB prm'idBU may be used nOVrDUet 0,000 scan se me evad rttr,5r::. 11 you dc) t ,vttkb can y4 mode avada)tln to 't•e ;tul>14.� atea38 See opt' comer -or' polio :e detel'MihU II you am affected by MIS Cnan(1 17: ThAR (`i [[K Approved S`'la.^ ~~~r~~c»y System Approv Datc: December 1991 �t��00�� ]V�20l| P�[K�0��0�� ____-_-_+-_- ___ ' ---- ----------------'---- ��2M[ o80T&08�}][��&l -_-___--____�___________________ Solar Hydronics Cp/p 1423 Highway Odessa, Florida o 33556 �~-` This system was evaluated by the Florida S0' 8/ Bntn~ Y ;Center (FSBC) in accordance urdmocn with the Florida SCaxdmrds Program tor Soa' 'Domestic Water and Pool | _ n0Sy»tens (FSB{Stundurd 1O4 ' 10) and was found to meet the minimum ot$ndordu established byp8r.?,C, -_----_ o----- - ______ _- K��1 South The caletilated Florida ` ---------- - 3 5 ------'-----'---- z l�� ----- p fo this xyo�nnmm: J � OP V-80-40 01.4 tluits Collector Manufacturer ESEC..!. Ntlnii bet Model Nu ------- � Alternate txx�&Y Technologies l KxS(` 40 ! &en»��/vwo'g~ 0OB�� HC�0 1 3 8»��Hvdmn\oCmp. AE%| 2 ' ' � UO08NN 4. Alternate Energy MSC -21 2 (i. Alternate Energy ' Tcchnm| 'cs OU2\�� - 2 00444N "'17,2,1 6. SolarHydrenics Cnq/, T,Ruk.ManufacttA rev `--^' Any kqo\vukmt\{L Listed Tank, Type il:apaeilty..c,g1110 80 � � �� Wavy (Wads) Model nmm'- � Power , `� -_', .� � 48 --- - &O9'BR,\3/3M March S1-1C-12/24 S1-1C-12/24 48 2. Solar 1-1ydronics Corp. l _~ ..... --___'_^' \. Moxan 2. «~~~` 10 Watt • AL-010,1 A6E &�'0|0 S}�3lUJ |0 Watt . � - `' . - ' �v�� ho1ovokdo ��n��X\�wnm�mv ' 10 Watt H-\O04 VYu FrilWatir Protection 1VlxnvW drain down Prn*zepn)tox\on valve 1/28/13 vwww. g ezel man pe. conVg oriel l c/wi nd P r es s ur o. ht m 2010 FBC wind calculations Page 12 LOW -SLOPE These talcs accompany my standard plans which bear raised seals. Therefore, these talcs are deemed to be covered by the seal born by the base plan. Those needinga separate sealed document are requested to contact me directly. ASCE 7 -10 2010 FBC Allen Gezelman, LEED AP, CSI -CDT FL PE 59180 16502 Hanna Rd Lutz, FL 33549 Phone 813 9091956 E -mail ailen@gezelmanpe.com Website www.gezelmanpe.com Calcs for differing conditions available upon request Calculated per Eqn 30.3 -1 w/ ASCE 7 -10 tabular values These calc results mirror the display formats.of RAS 127 & 128 Risk Category 11, Vult 175, Exposure C, Pasd 3 excluded (HVHZ prohibited) Low Sope these pressures are negative (uplift) mean hgt Pasd(1) Pasd(2) 20'< 36 64.8 PSF <= 20' - < =25' 37.6 67.7 <= 25' - < =30' 39.2 70.5 <30' - < =40' 41.6 74,9 Risk Category II, Vult 175, Exposure D, Pasd 3 excluded (HVHZ prohibited) Low Slope these pressures are negative (uplift) mean hgt Pasd(1) Pasd(2) 20'< 43.2 77.7 PSF <= 20' - < =25` 44.8 80.6 < =25' - < =30' 46.4 83.5 <30' - < =40' 48.8 87.8 June 23, 2012 ENLARGED VIEWING RL HYPERLINKS: COPY RIGHT & INTELLECTUAL PROPERTY NOTICE PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UP TO 6400%. E.V. • MISW00114Ceavgmn wOnneoamCOernNamnuzC.S.YROKRIV wnxn SUMS N kith Gtn✓nMNt .IP, ALSO PROVIDES HYPERLINK ACCESS TO OEM MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION, • ACM VIxNCOenawv+aNONNSKON WA( FM me KIM( a mnamONa MerzOceCrswwn0, n mmWww. E.V. MAY BE ACCESSED AT Attp : / /www,BezeImenpe.com /Benerle • NOMOUAMU81 woe. NO wO OOn.ORAYMQ,mrolm.uxronw1..w1 rM EMUS We. Pt..... At, sr ue•w..rw SCOPE OF WORK: INSTALLATION OF A SOLAR WATER HEATING SYSTEM WITH A ROOF TOP COLLECTOR IDESIGNED.PER: ASCE 7 -10 WIND LOAD: DESIGNED FOR 200 MPH WIND EXPOSURE: EXPOSURE CATEGORY D The LeverEdge DOMESTIC HOT WATER (DHW) INSTALLATION NOTES: GENERAL: THIS DRAWING AND THE SPECIFICATIONS HEREON ESTABUSH THE MINIMUM REQUIREMENTS FOR DWI EQUIPMENT ON 81/IIDING5IN FLORIDA 60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FLAT UP TO AS DEGREE5. PER THIS PARTICULAR INSTALLATION DOCUMENT. The 000000dge OHIO SOLAR PANELS MAY BE INSTALLED PARALLEL TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERING OR TRIED •UP TO ACHIEVE BETTER SOLAR COLLECTION. FLUSH -MOUNT SHALL REQUIRE 4- ANCHORS. (3/8 -INCH DIAMETER CRS, CORROSION RESISTANT STEEL) IN PZ -1 & PZ -Z, EXPOSURES 8 DIN ALL WIND ZONES UP TO AND INCLUDING 200 MPH. "ANCHORS CAN EITHER BE, AT CONTRACTORS' CHOICE, 4-ANCHORS FORA SINGLE COLLECTOR OR 4. ANCHORS FOR TWO COLLECTORS THRU USE OF APPROVED RACKING TO TIE THE TWO COLLECTORS TOGETHER -SEE FIGURE 2 TILT -UP IS PERMITTED ONLY WITH THE FOLLOWING STIPULATIONS: 41 NO W STRIATIONS OUTSIDE OF PRESSURE ZONE 1:11) USE ONLY OEM HARDWARE. EXCEPT 914 TOG PER FRAM 2: CI COLLECTOR LONG AXIS HORIZONTAL AND 30 DEGREES MAXIMUM TILT ANGLE: 0) WINO ZONE 140 MPH AND LESS REQUIRE 4.550806 PER TILT -UP COLLECTOR: F1 WIND ZONES GREATER THAN 140 MPH REQUIRE 6 ANCHORS PER 111.T-UP COLLECTOR AND MINIMUM T1T POLE WALL THICKNESS OF 11811H -I804. CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPLIFT. REFER TO WIND LOAD CALCULATIONS AT HT19J/W W W. CAOYI CE.US/SWAVINDLOAOCALCUTATIONSAe7 WHEN LAG OMIT 5 EXCEEDED CONTRACTOR SHALL, USE MORE LAGS.1.50175 OR ALL- THREAD ROD. FOUR 1 -BOLTS OR AIL- THREAD RODS CAN HANDLE THE LOAD OF 2 -EACH. 405E SOLAR COLLECTORS IN ALL LOADING 514F5 ON THE CHART. WHEN STRAYING INTO 9020 INCREASE ANCHORS 50% ON THE PORTION OF THE COLLECTOR IN P22. ABSOLUTELY NO INSTAUATIONS W PZ3. TE5TWG: The LeverEdge DHW COLLECTORS HAVE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF 102 P5F PER ASTM E -330 (MIL FILE NUMBER 95. 1249}.7146 ENGINEER HAS EVALUATED THE INSTALLATION COMPONENTS AND HARDWARE CURRENTLY PROVIDED BY The I00200dge AS OEM INSTALLATION KITS AND FOUND THEM TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CURRENT AS OF THE DATE OF THIS PLAN. THERE SHALL BE NO SUBSTITUTION Of OTHER VENDOR MATERIALS WITHOUT PRIOR APPROVAL OF THIS ENGINEER THRU The Leve,Edge. HARDWARE THIS ENGINEER HAS DETERMINED THAT THE HOLD -DOWN HARDWARE AND FASTENERS SUPPLIED BY The LeverEdge WILL WITHSTAND HURRICANE FORCE WINDS UP TO AND INCLUDING 200 MPH 3- SECOND GUSTS. THE ONLY REMAINING VARIABLE OF SIGNIRCANCE IS THE ATTACHMENT OF THE HOLD DOWNS TO THE UNDERLYING ROOF SYSTEM USING OEM HARDWARE. LAGGING O TIE DHW COLLECTORS FOR FLUSH MOUNT INSTALLATION (PARALLEL WITH THE ROOF SURFACE AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWARE) SHALL BE ALLOWED IN EXPOSURE CATEGORY B AND C AND W BOTH PZI AND PZ2 AT MEAN ROOF HEIGHTS Of SOFT OR LESS AND W ALL WIND ZONES THRU NW MPH 501056 AS THE FOLLOWING CAUTIONARY RULES ARE OBSERVED. LAGS SHALL 8E CORROSION RESISTANT STEEL. 3/8 INCH DIAMETER MINIMUM OR BETTER. LAGS SHALL ACHIEVE AT LEAST 3 -INCHES OF THREAD EMBEDMENT IN RAFTER OR BLOCKING. MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOGS SHALL BE DRILLED TO ENSURE HITTING 080(81YNG RAFTERS OR TRUSSES AND TO AVOID WOOD SPLITTING. SPECIAL PROCEDURES TO USE WHEN. IN THE INSTALLERS OPINION, HITTING MEUNIER OF TRUSS OR RAFTER WITHA LAG CANNOT BE ASSURED. EITHER USE A 3/8 INCH (MINI'f BOLT GRABBING THETRUSS/RAFTER OR 3/8 INCH DIAMETER (MN) ALL THREAD ROD PLUS STANDARD FENDER & LOCK WASHERS AND NUT THRU MINIMUM 4• BY 4" BY 9. BLOCKING ON THE UNDERSIDE OF THE ROOF SHEETING. WHERE BLOCKING METHOD IS USED. INSTALLER SHALL APPLY A GENEROUS BEAD OF CONSTRUCTION 408005E FOR MINIMUM OF 1 FT ALONG THE NEAR JOINTS OF THE ROOF TRUSS ANDSHEERNG ON EACH TRUSS ON BOTH SIDES OF THE BLOCKING -SEE FIGURE 2 O 1165 SHEET. PLUMBING SHALL BE PER FIGURE 1. FLORIDA PLUMBING CODE SHALL RE ADHERED TO. PARTICUUW ATTENTION STALL BE GIVEN TO PROTECTION AGAINST OVER -PRESSURE AND FREEZING -PER FLORIDA MECHANICAL CODE, CHAPTER 14. AND PER The LeveIEd0e INSTALLATION INSTRUCTIONS-MS DRAWING SHOWS THE IR VERSION PLUMBING. HOWEVER, THERE ARE OTHER VARIANTS (PHOTO - VOLTAIC PUMP, INDIRECT. AND /OR DRAIN -BAR) WHICH, ALTHOUGH NOT SPECIFICALLY SHOWN HEREON, ARE COVERED BY THIS SEALED DRAWING -SO LONG AS INSTALLED PER The LeverEdge WSTAUATION INSTRUCTIONS. WATERPROOFING INSTALLER SMALL ADHERE TO REQUIREMENTS OF FBC CHAPTER 15 (ROORNG) AND REST PRAUO.IOF THE NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE THAT THE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM 'AGES-. QUESTIONS: INSTALLERS, AUTHORITIES HAVING JURISDICTION, OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. MAY CONTACT THIS ENGINEER DIRECTLY - CELL: 813 650 7246. E -MAR: ALLEN @GEZEIMANPE.COM NOTICE TO Af7J. CONTRACTOR, OWNER,& OTHER INTERESTED PARTIES (OIP): THIS PLAN PROVIDES ENGINEER-SEAIEDDETAOS & SPECIFICATIONS FOR INSTALLATION OF BOTH AE& MORJINGSTARCORPORATWN (M8CJSOAR DOMESTIC HOT WATER SYSTEMS.AE &MSC ARE MADE IN THE SAME PLANTER THE SAME MANUFACTURER. WHILE E SLIGHT PHYSICAL DIFFERENCES, THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY. } DDRAUIICALLY. & THERMALLY. AE DETAILS ARE SHOWN DNB-OSMAN SHEET, BECAUSE AE 6 THE VOLUME LEADER. MSCOETAILS MAY REVIEWED AT; MQrJJWW e07INOar.cwn/ ALL AFFIDAVITS, DESIGNS. OPINIONS. CALCULATIONS 8 OTHER ENGINEERING SERVICES PROVIDED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC 0-700 (EN(RNEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT) CURRENT AT THE TIME THOSE OBJECTING TO SAID EJCDC 0-700 OR PROVISIONS THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT. DESIGN, OPINION, CALCULATION OR OTHER ENGINEERING SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. EJCDC 0-784 MAY BE VIEWED AT: HTTP• f/ GEZE IMANPE.COM/REFERENCE/AGIG7ED.PDF DIRECT'D'SYSTEM THE DRAWING SHOWS The leveREdge DHW (DIRECI)SYSTEM AND THSPARIIMM SYSTEMS PLUMBING. THEREAREOI9IER .SUGHUYDI076RENT,TheIRverEdge DHW Sn7EM VARIANTS WHICH ARE ALSO COVEREDBYTH6DA110 DRAWING. THIS ISNOWSETHE CRITICAL EI84DYT- 1Tff COLLECTORS) ANDROOF MOUNTING DETAILS REMAIN THESMIEWHETHER Theeme /Edge.DHWSriIEM BEING INSTALLED ISA DIRECT; IN-OIRECTORORAN -BACK MODFIS WHICH CAN BE CONFIGURED WITHE MERINA /COL PHOTO- VOLTAIC PUMP OR D/C CON1RO4E0 ELECTRIC PUMP 8 COLLECTOR SENSOR SOLAR LOOP MOTORIZED BALL VAL HOT WATER OUTLET BACKUP ELECTRIC ELEMENT DIP TUBE STORAGE TAN TANK SEN TANK DRAIN ()FIG()FIGURE 1 URE SOLAR LOOP DRAIN ISOLATION VALVE EXPANSION TANK DIFFERENTIAL CONTROL COLD WATER INLET SHUT OFF VALVE . EDGE11 W IA ISOLATION VALVE (CPRONALJ. TANK D.EFLY SHUTOFF r {O BOLAR WOP ORAN PLUPBY) 41 FREEZE PROTECTION (CPTICNAU "`vQs 18A'BiATLFE(PR IELEF VALVE NB PRESSURE RELIEF VALVE AI(YENT{OPI:tS./WORMED S./WORMED BAIL VALVE 6 ELECTRIC PUMP ACJOC U EVANl1SON TANK (OPTDNAU SOLAR SYSTEM COLLECTOR: , APPLICABLE CODE: MODEL. AE •211A5- 241AE-25AE- 2E1AE32?AES01 1515021 10400-32 MS•40541C- 2115HG3251C -40 2010 FLORIDA BUILDING CODE M VOID WITHOUT RAISED OR ELECTRONIC SEAL. MAY NOT BE USE0 FOR PLANS DM FILE. EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL PAPER COPY OF THIS PLAN SOLAR UNIT (THERMAL OR PV) WIND FORCES SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART Of THE BUI DING ENVELOPE LIKE A WINDOW. DOOR, SKYLIGHT, OR BIN. SOLAR UNITS SHALL BE MOUNTEO ABOVE ROOF SURFACE UKE AN AC 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 VERY CLOSE TO THE ROOF SURFACE. THIS PROVIDES PRESSURE EQUALIZATION BETWEEN ME ROOF SURFACE AND THE BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGE IN THE LOADS 05 THE ROOF FRAMING FORA 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 PRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCE5 ARE THEN TRANSFERRED TO THE ROOF FRAMING THRU THE SOLAR ATTACHMENT HARDWARE. WIND 041.04 ADON5 0NK HERE: HTTPJ/W W W. GEZELMANPE.0 OM /GENERIC/2010F8C_WINDCALES.HTM GENRAL NOTE: ALL 1100 WATER SOLAR COLLECTORS SOLD W THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA SOLAR ENERGY CENTER AND BEAR RS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS PLAN COMPLY WITH THOSE REQUIREMENTS. FURTHER INFORMATION MAYBE ACCESSED ON LINE AT: HTTP :J /WWW.FSE000F.EDUJENIINDUSTRY /TESTING /STCOLLECTORS /NOT WATER_RATINGS /INDE7LHTM NO PZ3 IN HVHZ ROOFPENETRATION HO FLASHING COLLECTOROLITLET ROOF PEM BA:RCN ANDPIADS 65X3 MDTB COLLECTORS MAY BE ORE3ITA VERTICALLY OR HORZONTAUS MOUNTING BRACKET NEE DSTALSOW) MOMS MA ME QV =EOM COLLECTOR ENDS CF COLLECTOR ROOF INSTALLATION DIAGRAM \ Immo Nth TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, INSTALL AND FILL W/ 1 -PART POURABLE WATER PROOF CONSTRUCTION SEALANT ALTERNATE. TILE ROOF MOUNTING DETAIL ALUM. TUBE FILL W/ 1-PART POURABLE WATERPROOF CONSTRUCTION SEALANT ALUM TUBE PITCH PAN ALL THREAD ROD. J BOLT OR LAG SCAMS•iP ()FIGURE 2 D2 I„g� EXPLANATORY INFORMATION ENLARGED VIEWING & HYPERLNKS: PRINT VERSION OF TH5 PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UP 706400 %EV ALSO PROVIDES HYPERLINK ACCESS TO WW1 MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION. EV MAY BE ACCESSED AT HRPI//W WJ. GEZELMANPE .COM /GENERICJAS.3.3.WH -10.PDF THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH THIS PAW. THESE MAYBE USED TO SUPPLEMENT OR TO REPLACE THE DETAILS SHOWN IN FIGURE 2.IN ALL CASES REFER TO OEM INSTRUCTIONS FOR DETAILS /SYSTEM BONG USED. IN THE EVENT Of ACONFUCT BETWEEN OEM INSTRUCTIONS AND THIS PLAN. OEM INSTRUCTIONS SWILL PREVAIL OEM MANUALS MAYBE ACCESSED ELECTRONICALLY USING THE FOLLOWING HYPERUNKS: ILTTPJ/WW W. UNISTRUT. CDMNTEMNRE /INODCPHPTDOC•NO34 &PG41 H175// WNW. IRONRDGE. COM /RIES/XRS /IRONRIDGE_XRS_2_RAIL SYSTEM.PDF ITTTP J/W W W.UNIRAGCOM/PO/11227.PDF STRUCTURAL LOADING: THIS PLAN WAS ENGINEERED FOR THE ENHRE STATE OF FLORIDA INCLUDING 11VH2. THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE Of LEG THAN 4 -15F. MY UPLIFT PRESSURE CALCTIATIONS MAY BE VIEWED AT: NTTPJ /W W WGEZELMANPE. COM /GENERi0/20I0FBC_WINDCALCS.HIM QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TO THE ASCE 10 DIAGRAM FOUND ON PAGE 5 AT THE ABOVE UIYIRAC HYPERINK. ()FIGURE 3 WALK PITS. FRONT ELEVATION TWO COLLECTORS MAY BE MOUNTED ON 2- PIECF_S OF APPROVED RACKING WtAEHM CLIP HELD DOWN BY 4 ANCHORS PZ = PRESSURE ZONE SECTION A WZ = WIND ZONE scam +sr•Tc MIOSPAN REINFORCEMENT EXISTING ROOF TRUSS. TOP CHORD TYP. SHINGLE, MET, FLAT TILE DETAIL. SGL11 -I12 • r.P SHW COLLECTOR MOUNTING BRACKET APPROVED RACKING SYSTEM W/ CHANNEL NUT 1 DIA. SPACER W/ WATERPROOF SEALANT OEM HOLD DOWN: LAGGING POSITION OVER TRUSS; 312 LAG BOLT OR J. BOLT (HOOKS TRUSS) TYP. BARREL TILE ROOF MOUNTING DETAIL 8OALE: vet =Ye- APPLY CONSTR. ADHESIVE MEDIUM BEAD BOTH SIDES OF INTERFACE BETWEEN ROOF SHEETING AND TRUSS 1 FOOT N EACH DIRECTION STARTING FROM *SPANNER* TO WHICH COLLECTOR MOUNT FOOT -PAD IS SECURED BY ALL- THREAD ROD. EXISTING ROOF SHW COLLECTOR • MOUNTING BRACKET HOLD DOWN: LAGGING (HOOKS POSITION OVER TRUSS) BLGOcIONO (BBETWEEEEN TRUSSES) SEALANT FOR WATERPROOFING APPROVED RACKING SYSTEM IM CHANNEL NUT 1' DBL SPACER LENGTH ADJUST FLUSH W/ TOP OF TILE 1• DIA. SPACER W/ WATERPROOF SEALANT EXIST. BARREL TILE OEM HOLD DOWN: LAGGING ( P LION OVER MA* 3B^ LAG BOLT OR J- BOLT (HOOKS TRUSS) 4 4D4 BETWEEN TRUSSES LIN CONTACT W /PLYWOOD ' 'GP. BEAD OF CONSTR. EXISTING ROOF TRUSS. TOP CHORD NOTE THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. TYP. MOUNTING DETAIL MOUNTING BRACKETS 3B• -16 FINISHED HEX NUT 1•X1 ^U0.o7z - ALUMINUM SQUARE TUBE TILT KIT - DECK ANCHOR FCNE'. N Is HINGE MOUNT CUP FURNISHED FASTENER 1/4• -20 X 1/I HEX CAP SCREW 348' -16 X 4• HEX CAP SCREW 38- -16 X 1-314- HEX CAP SCREW TRIANGULAR MOUNTING BRACKET ()FIG()FIGURE 2 URE YAR6 r 1 CERTIFY THAT T115 DESIGN 8. SPECIFICATIONS MEET THE • REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE ALLEN GEZELMAN 16502 HANNA RD. LUTZ, FLORIDA 33549 PH. 813 650 7246 ARen@Gexeenan PE.COM • www.GezelmanPE.cS'n RAISED OTC ELECTF 50 SEA1 so PE 458180 5 j -- a)13 G: cAdvice.usN CIn1R oA4Ye® ILK 3603 E Rens460 Ca Tampa F1,33629 PH.813 9199150 FX. 866 694 7251 6661064,64:6.6s // W5504Ad6m.6s I if PUBLISHED:3/14/2012 921 A7 AM THIS IS A SINGLE SHEET PLAN SHEET I'EMI L PE SET DRAWN:SB CHECKED:AG SHEET NO: A.1.3 -10