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HomeMy WebLinkAboutSUBMITTED PAPERSO �{ Date: Fee Due: P Planning & Develapment Services Building & Code Regulations Division 2300 Virginia Ave. Fart Pierce, FL 34982 (772)462-1553 Permit # SPECIALTY PERMIT APPLICATION ❑ Electrical ® Plumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits -- 1. _Location/Site Address: M---' F-rFIRS E 3'gq$2 2. Parcel ID Number: ®_ 71 4., Djffce Ilse only Section Township Range Map Page IZoning Land Use Initials 4. Owners Information 5. Contractors Information, Name: CµMSTIANI K&RSTA FLReg/Cert#: Clve GGIZ8 Address: 5�c g S' iLuFR Oft k �V'. County Cert#: (� City: FC RT Qi I+RCE State: F L Basiness Name: 5 01.. A R D i ttEGT Zip: 3y*1 Phone: 112 q 5wPhone: 041) N t—Oli-4a.m0lit) 35ot-1%,4S 6. Value of Construction: $ Z i 7$Q &A.IL '. PE2M ('TT I N % QJ 3oLA2arQECT. CoM OWNERIS AFMAVIT: I certify that all of the information contained in this pl' n is orrect and that all work will be done in compliance with all applicable laws regulating c I Onto - - -- - _--_------ ---------= -- - 1RK LAIJ AV ST PRINT OWNER OR CONTRACTORNAME SIGNAT O O R CONTRACTOR STATE OF FLORIDA, COUNTY OF AA TE !F. A A ACKNOWLEDGED BEFORE ME THIS Z'Z, DAY OF M A t?.� , 20 13 . BY KIRK- A`A N M A c1S?" WHO IS PERSONALLY KNOWN TO ME X OR WHO HAS PRODUCED AS IDENTIFICATION. tw-y ADAM DONALD DIEHL b,u A b A M 'bchl ADD DI>; ({l. NOTARY PUBLIC SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY _STATE OF FLORIDA COMMISSION NUMBER b 1J 9 iP Sy `i D, �/22COUR ? Comm# DD965472 �: � 3 ires 2/24/2014NOTICE TO OWNER: FAILURE TO 'RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN PAYING TWICE FOR IMPROVEMENTS TONOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER S7500.00 ' Revised 04/2612010 CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a per and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that s ate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IT , TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build =subiT structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restriQbor pibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which ma}ply. l The following building permit applications are exempt from undergoing a full concurrency review: room additionscessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF.COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE' FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of by _ 20 , who is personally known or has produced Signature of Notary Commission No. as identification. (Seal) STATE OF FLORIDA COUNTY OF MANATEE The foregoing instrument was acknowledged before me this 20th day of March, 2013, by KIRK ALAN MAUST who is personally known X or has produced as identification. Signature of Notary ADAM DONALD DIEHL t NOTARY PUBLIC STATE OF FLORIDA Comm# DD96§472 • WCE A Expires 2/24/2014 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERIBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. `T ' ! Date: Fee Due: rJ ! aim . Receipt# r /.,`� rPermlt # .. Planning & Development savices Bilildfng & Code Regfftflons Division 2300 Virginia Ave, Fort Pierce, Fl, 34982 f II2)162-1553 SPECIALTY PERMrr APPLIC,ATf4N Ci Electrical IN Piumbi.ng © B*A►C © Fence © Shed 13 Demolition 0 Gas 17 Siding Seepage 2 for Fi7st'rttc(iofta aid arddWbnal paperwx* IssWmd for spMab pwmas 1. Location/Site•Addreas: 5f90% Stt vf-Q- 00, DRy 3027- 2. Parcel ID Number: 3 M 02- (0 6"7 0 oo 6fflce rise Only'. •Section T0vM$hIp RMP Map?w zmwog Latlduse Inittals 3. Complete Description of Project or TI 4. Owners hdarmatian 5. Cantree6ors I ormatton Name: CKMSTIAMI Kumt-"N- - ]FL Deg/cert#: elyc U917za A,04rese: F(v Q+ $twill, Oft K bV,' County Cert#: * ' City: FQft';r r eft;L� State: --- i.... BuonmName: SdLAlL bixeG7 Zip: M1.9 Z. ''hone: 6. valued construetlon: 8 Z � 'T � q _ fftAt:~ a PERM.! `c l to Ca � cx.A2� F ,GSM OWNER'S AFTWAVIT: za compliance with all appj)cable laws regulating K1RA „ALA14 MAusT PRINT OWNER OR CONTRACTaRNAM SIGNAT STATE OF FLORIDA, COUNTY OF I� itt�w ACt£N0WLED4SDBBF0UM,BTHIS 212-.DAYOF MAF-"ei 120 13 .BY- _%ieiC' LAW MAcS7* WHO 15 I MSONALLY KNOWN TO ME x OR WHO HAS PRODUCED AS IDENTIFICATION. y� ADAM DONALD DIEHL AaAM JgUaW:� E141.--MOURPAL iVOTARYPUBLIC -SIGNATURE OF NOTARY }}�� r- �y + TYPBOTt pRIt�1TNAME OPNOTARY STATE O� KI �RltiA COMMISSION NijMBSR 1J b 9 (� 5�1 1 L � ��2G=m# W M72 NOTICE TO OWNER; FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY MULT IN CE 1Fbreo R IMF40NTs To YOUR PROPERTY. Yp YOU INTEND TO ORTNN FINANCING CONSULT WITH YOUR I,BNDEROlt AM ATTORNEYBEFORZ IMCORDWO YOUR NOTICE OF COMMENCEMENT- EXEMPT- AtV-MAT IM)PtAO$MBNT WITH CONTRACT UNDiCR MOM RevlseA d01W0t l 5. . Date: I Fee Due: /j ! x-t) . Receipt# A I --a Permit # Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical ® Plumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding l� See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 5(v08 SII k(L 40AX DR fT PIERCE IF 3gge?_ 2. Parcel ID Number: 3 ti 02- (0 01 0293 -- O OO , f p Office Ilse Only Section Township Range Map Page Zoning Land Use Initials 4. Owners Information Name: CNRIST1A1Ji KEnIN�Tr, Address: 57C040% SILVER OAk 1A City: Fo RT PI E fLCE State: F L 5. Contractors Information FL Reg/Cert #: 5 (9-7ZS County Cert#: Business Name: S 0 L. A tL D i ItZ CT Zip: 3y`��2 Phone: 192 5"��o�P014035a-OIZi(cFax:C9ui� 35q-3$`{S 6. Value of Construction• $ Z/ 7r(hone:30 CMA L ' PERM 17T 1 N G aJ S0LA2DIRL1CT• C0M OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning.. KIM ALAN MAOST A PRINT OWNER OR CONTRACTOR NAME SIGNATURE OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF M A N A TE S ACKNOWLEDGED BEFORE ME THIS DAY OF 20 13 , BY Kim* ALA N M A UST WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY COMMISSION NUMBER 1b b 9 (v S ti 12 A b A M -bON A Lt DI E HL, (seal) TYPE OR PRINT NAME OF NOTARY NOTICE TO OWNER: 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 51 Revised 04/26/2010 :.'NOTICE TO OWNER: FAILURE46RECORD 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. z Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property —on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate.the total value of the work to take place. Total cost of construction includes all current retail water-ial-and-labor-costs-associated-with-the -- building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if,it .is demonstrated that the submitted figures are not consistent with similar types o-Fconstruction. - f ❑ Gas; Attach 2 piD" ngTschematics with •tank size, location, and BTU of each appliance ❑ Shed: Attkch=2�,plot plans, 2 eopies°of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufact`ui` 4ecifications ❑ HVAC Attach 2 residential energy studies, 2 manual J"calculatibns. 2 sets of duct layouts for new system or -full replacement This application can be submitted to St. Lucie County Building and Zoning, 2360 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.F NOTE. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. JOSEEH E. J082 MITH, CLERK OF FILE # 360 OR Ems`' 34 CIRCUIT COURT - SAINT LUC19 C079T,- PAGE 721 Recorded 03/08/2013 4t09 PM Permit k: Pending Follo/Parcel rele ntification 8: 34M NOTICE OF COMMENCEMENT 5CAYE OF F1 DRIDA COUNTY OF 9A04T WCI;E THE UNDERSIGNED hereby gives notice real property, and in accordance with Ct inrorrrlatiori iS r rovided in this Notice of 1 1 Vescript an OF Property St Legal Description: INDIA 4 PVeR ESTATES -UNIT ( 2 Genera( p4an of 3 owner z formatlon Prepared lay: Solar Direct '-0293-000-8 Improvement(s) will be made to certain r 713, Florida Statutes, the rollowing tiencement. Address' 5600 Silvcr Oak Drive FL Pierce FR 34982 X 23 LOTS 24 AND 25 (MAP 34/SIN)(OR 1372-1039) Salbr Energy system Lisa Chril.0nn 5608 S4er Oak Drive Ft Pierce FL 34982 Inters t In Pnppflrty:: Owner 4 "Fee Sim II 1e T1tle Mower (Ir Other than•owner Shown abOVC) lramc and Address: n/a Telephone / Fax: n/a 5 Contra Name land Address:. solar Di ,Inc, 0935 15th St E, Sarasota FL 34243 Telephone/ Fax: (941) 3 g228 (941)359-3848 6 Surety i Amount of Bond: nib Name hnd Address: n/a Telephone / Fax: n/a I 7 Lender i I Telephone / Fax: n/a 6 Persons within the State of Morlda desllIignated by owner upon whom notices or other documents may be served as provided by section 713.13(11)(a)7, Florida Statutes: 9 In bdditloh to himself, Owner designer the foliawing to receive a copy of the Llenor's Notice as provided In sectloni 743.13(i)(b), Florida Statutes: 10 NOC Expiration date (one year from tale date of recording unless dlfrerent date is specified):: V1ARTU Q'YOIOWMEfi: Any OByments enact c by the owner after the akpiratlon of the Notice of Commencement are considered improper payments under Choptgr 713, Part I, Section 713.13 Florida Statues, and can result In your paying twice for Improverneqto to your property. A NotIC6 of Comrrrericement must be remrdrd and posted on the job site before the Rest In ction. Ir you Intend to obtain financing,I, consult with your lender or an attorney before commencing work or recording Y rr Notice of mrr�e�i ment I Lisa Christian Io,awnersn ,ixlAomckr�vtreCor/Dartner� aget State of Florida, County c C1 '� SWORN TO anti' sutrsoibed before me thrs-L day or � W 012 by isWerW' l known tome, ar [) had produced driver S IIcenV as identifi) Print Commission Expiration Date: r Lisa Christian 1. MARY K. KOSTlCfC . ItYCAgMISSWN f E£ ts2os� 'S ATE OF FLORM ST. LMIE COUNTY TIT.' I4 'm JOSEPH E. SMITH, CLERP � 'THE CIRCUIT COURT -'SAINT LUCIE COUZ FILE # 3809082 OR BOOK 3493 PAGE 721, Recorded 03/08/2013 at 6:09 PM Prepared By: Solar Direct —..,,.�, ror ccraucuunwuun---�quz-o07-0293-000-6 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SAINT LUCIE THE UNDERSIGNED hereby gives notice that improvement(s) 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 Description of Property Street Address: 5608 Silver Oak Drive Ft. Pierce FL 34982 Legal Description: INDIAN RIVER ESTATES -UNIT 06-BLK 23 LOTS 24 AND 25 (MAP 34/11N)(OR 1372-1039) 2 General Description of Improvement Solar Energy System 3 Owner Information Name: Lisa Christian Address: 5608 Silver Oak Drive Ft. Pierce FL 34982 Telephone: - Inierest in.Property:: Owner 4 Fee Simple Title Holder (if other than owner shown above) Name and Address: n/a Telephone / Fax: n/a 5 Contractor Name and Address: Solar Direct, Inc., 6935 15th St E, Sarasota FL 34243 Telephone Fax: (941) 359-8228 (941)359-3848 6 Surety Amount of Bond: n/a Name and Address: n/a Telephone / Fax: n/a 7 Lender Name and Address: n/a Telephone / Fax: n/a 8 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: 9 In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in section 713.13(1)(b), Florida Statutes: SO NOC Expiration date (one year from the date of recording unless different date is specified): WARNING TO OWNER: Any payments made by the owner after the expiration of the Notice of Commencement are considered improper payments under Chapter 713, Part I, Section 713.13 Florida Statues, 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 In �ction. If you intend to obtain financing, consult with your lender or an attorney before commencing work or recording voGrINotice of CAnnaleprement. Lisa Christian Signature if Owner Print Name (or Owners Adth6rized OHicier/Dirvaor/Partner/ a /age, State of Florida, County of SWORN TO and subscribed before me thi� day of i i�Uu 012 by is erso ly known to me, or [ ] ha produced driver's licen as identifi , (/V (- . nature of Not Print Namg Commission Expiration Date: 0 �o ' Lisa Christian MARY K. KOSTiCK MY COMMISS01 EE 182053 EXPIRES: July 10, 2016 BondedTt ru Budget Notary Swkea STATE OF FLORIDA ST. LUCIE COUNTY Tifin Irk TA AA" I—. ---.—.—. r c 9 September 20, 2012 Saint Lucie County Planning & Developement Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Engineering Certification Solar Pool Heating System_ . VIA Plans Reviewer: Attached are Engineering Documents, Specificatio ,s'andans for permit package required for the installation of a Solar Pool System. Project Contacts: Adam Diehl, (941) 209-1439 Project Manager: Jason Tomczyk, (941) 359-8228, Ext 192 Project Coordinator: Frank Heddings, (941) 359-8228, Ext 199 Job Information: Christian Residence Fort Pierce, FL 34982 Design Firm: Solar Direct, CA29457 Kirk Maust, Senior Engineer Adam Diehl, Industrial & Systems Engineer 6935 15th Street East, Suite 120 Sarasota, FL 34243 (941) 359-8228 Engineer of Record: Stevens & Associates, LLC David Stevens, PE34624 12469 Pebble Stone Court Fort Myers FL 33913 (239)671-9210 Contractor: Solar Direct Jeffrey Voss, EC13002053 Kirk Maust, CVC56728 6935 15th Street East, Suite 120 Sarasota, FL 34243 (941) 359-8228 . /3U3-OZHS/ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C'®CMf AMCE REVIEWED B' DATE 0 PLAN8 AND PERMIT MUST BE KEPT ON JOB OR NO iNSPECTION WILL BE MADE I is - Solar Direct • 6935 1ST" St E • Sarasota FL 34243 • P 800.333.9276 F 800.897.6527 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers (ASCE) and referenced in the Florida Building Code (FBC) 2010. The appropriate wind speed has been determined by the local jurisdiction requirements. These are applied to determine the design level forces, which are based upon ASCE 7-10. For purposes of this design the values, equations and procedures used reference ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures" and FBC 2010. The system is designed using the ASCE 7-10, Chapters 26, 29 and 30 for wind provisioning. The design is dependent upon conditions of spatial form, height and other structural parameters that are specified in the FBC provisions for determining the applied wind loading pressures imposed onto the mounting hardware. Electrical design elements, when used, are applied in accordance to the FBC and the National Electric Code (NEC) 2011. The design verification is based on: - ' I. ASCE 7-10 - ASCE Standard II. FBC 2010 = Florida Building Code III. "Aluminum Design Manual", The Aluminum Association, Washington DC, 2005 By this letter, I certify that the Vortex mounting strap and hardware, and/or the AET mounting hardware, when installed in accordance with these submittals and plans herein, will meet the requirements of the building codes adopted by the state of Florida. Florida Statutes governing "Professional' Engineers responsibilities for signatures of documents_per--mits_certificati_on_of the entire document_ by the signing and sealing of the i cover page with a table of contents and binding the document. This page is for the purpose of certification of the following contents; all pages checked below have been reviewed and _J certified by the Engineer of Record: f Table of Contents (items checked are included): [�l] Plans, including (as required): [�] System Diagram [�l] Solar Pool Heating - Vortex@ Solar Collectors [4] Strap Spacing Specifications in High Wind Speed Areas SuperClip® Engineering Detail [�l] Vortex@ Installation, Plumbing and Roof Mounting Detail SuperClip® Cutsheets [�] FSEC Approval [�l] Vortex® Specifications Sheet - #VT48 Figure 1 Z1 3 7 13 19 21 22 Certified: David . Stevens, P.E..FL #34624 Certificate ofAuthorizatiori No. 29748 (NO TEXT FOR THIS PAGE) — f i Solar Direct • 6935 ,15th Street. East, Ste 120, Sarasota, FI. 34243 • P 800.333.9276 F 800.897.6527 I LuciE COUNTY MECHANICAL ACTUAL LOCATION OF THE COLLECTORS AND PLACEMENT OF THE fN LD1NG HEIGHT 15' MECHANICAL ANCHORS ARE SUBJECT TO SLIGHT VARIANCES DEPENDNG ON SITE D ZONE = 160WH CONDITIONS AND ROOF OBSTRUCTIONS. rosuaE c R ACTUAL FIELD MEASURMENTS OF COLLECTORS AND STRAFING MAY VARY T : 2010 a ASCE 7-10 SLIGHTLY H 144" 10"r-32 1/4"--t--32 I;4"-- *-32 1l4" 32 114"--15' 51' VORTEX VT48 - STRAP SPACING DETAIL Table Derited from Solar Direct's Vortex Solar Collector Strap Spacing Specification in High Speed Wind Areas Wind Speed-160mph - Exposure C Roof2one Roof Angle Max Vertical Spacing (in) 1 7-27 ° 69.10 II 7-27 ° 38.60 III 7-27 ° 26.10 Mean Roof Height = 15' Strap spacing Collector requirements are subject to Solar Direct's Vortex Solar Strap Spacing Specifications in High Speed Wind Areas Note: Locations of collectors are subject to slight changes to allow for roof obstacles and work arounds 1'--10" 5608 SILVER OAK DRIVE - SOLAR POOL JEATER SITE LAYOUT - 1:250 MMOMM UJ J W z fn V) z W Q z in Q O i FW N Q � � C L W Q L.L.I U L W Ld w Cn W W C1 ~WV >m L>LJ Er O Z U W co O z CO)= (n W W U W a O N O = O 2 (O O L) U Ln LL 0 NO TEXT FOR THIS PAGE) Solar Direct • 6935 15th Street East, Ste 120, Sarasota, FI. 34243 • P 800.333.9276 F 800.897.6527 2 s� r dru SuperClip Wind Load Report — FBC2010 Rev2 Wood Deck For Vortex@ Solar Collector Strap Spacing Specifications in High Wind Speed Areas Mounting Hardware Detail: FILE This report provides the structural requirements and guidelines for the inggopy Vortex@ Solar Pool Heating collectors on commercial buildings with a 1/2" nominal thickness roof sheathing. Wind Load calculations are in accordance with Chapter 16 of the 2010 Florida Building Code. This report provides the proper Collector Strap spacing and adjustments for different exposures and roof heights that can be encountered throughout Florida. The installation shall be in accordance with this report and utilize the hardware (straps, clamps and screws) provided by the manufacturer and detailed in this report. The plumbing portion of this system is detailed in the manufacturer's installation manual. The Solar Collectors shall be secured using 0.675 inch wide by 0.045 inch thick polyester reinforced straps with a tensile strength of 1,461 Ibs across the panels spaced in accordance with the site specific wind load as described in this report. Each strap shall be secured to the roof deck at 51 inches on center using the Techno-Solis SuperClip@ which is attached with five #14 - 1/4" hex head lag screws of sufficient length (2 inches typical) to fully penetrate the roof deck. This report is generic in nature, intended to provide the wind load requirements for the installation of Vortex@ solar collectors on high wind speed commercial buildings throughout Florida in accordance with Chapter 16 of the Florida Building Code by providing the vertical strap spacing at the different wind speeds. Specific results obtained from this guide will be determined by the contractor for each specific site and system. A means of securing the collector to the roof surface to prevent vertical movement down the roof will be accomplished using a mounting clip with hose clamp or an aluminum clamp attached to the collector header as detailed in the installation manual. Although additional upload resistance may be realized from these attachments, no value has been assigned for wind load purposes, and in some cases such as flat roof applications they may be optional based on installation methods and requirements. Solar Direct • 6935 15T" St E 9 Sarasota FL 34243 • P 800.333.9276 F 800.897.6527 Strap Simcina Detail The main objective of this report is to illustrate and to standardize the strap spacing required for Vortex@ solar collectors on concrete roofs throughout Florida. This report will provide the guidelines as to accurately assess the number of straps required given the system's location. The Vortex@ collectors are configured with a nominal width of 4 feet, and various lengths. The most common sizes are 4'x8', 4'x10' and 4'x12'. Custom lengths are available from 6 to 30 feet. The collector width is 4 feet nominal; the actual distance between collectors is 51 inches when installed in a row. Therefore the horizontal distance between clips remains constant at 51 inches, leaving only the vertical distance between straps as a variable. This distance "L", will change depending on the site's conditions. The factors that will affect this variable are Wind Speed, Exposure Category, Zone (location within the roof surface), and mean roof height. Typical Roof Layout: H The pullout value for each clip was calculated to be a 563 Ibs point load. This Calculation comes from the combined withdrawal values of 5 #14 1/4" Stainless steel lags into 1/2" roof decking. The pullout values are derived from manufacturer's pullout test values. The ASCE 7-10 Minimum Design Loads for Buildings and Other Structures provides the Wind Loads in psf for buildings with a mean roof height of 30 feet located in exposure B. Based on the ASCE values, the table below displays the calculated values in inches for the distance "L" based on the given variables from Table 1 using 750 Ibs / clip for withdrawal value and 51 inches for a horizontal distance. For each value of Table 1, a vertical strap distance "L" has been assigned based on the known variables. Collectors that extend into a different roof zone might require additional straps throughout the area in question. Vertical distance between Collector Straps, Lv (in) = Vertical distance of TA Roof Angle, 0 (degrees) Zone Basic Wind Speed, V (mph) 110 115 120 130 140 1S4 160 180 200 0 to 7 1 153.8 135.9 125.1 106.5 91.7 80.0 70.2 54.1 43.8 2 96.7 88.3 81.3 69.1 59.6 46A 40.8 32.2 3 69.3 63.3 58.2 41.1 35A 30.9 7to27 1 169.5 154.6 142.0 116.8 100.4 87.6 76.9 60.8 47.8 2 3 65.8 60.2 51.7 44.0 3T9 33.1 29.1 27 to 45 1 164.2 150.1 128.2 109.1 94.1 82.1 72.2 57.0 43.8 2 129.8 118.6 108.7 92.7 80.0 69.6 61.2 46.2 37.4 3 129.8 118.5 108.7 92.7 80.0 69.6 61.2 46.2 37.4 The Collector Strap distance should be divided by the Adjustment Factor from the table below in order to adapt for different heights and exposure categories. Adjustment Factor for Building Hei ht and Exposure, A Mean Roof Height Exposure (ft) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 ASCE 7-10 Figure 30.5-1 (con't) - Components and Cladding - Method 1 - Enclosed Buildings (where h is less than or equal to 60ft) Roof Zone guidelines This section will aide in the determination of the roof zones. -r i 10 05 h[ ----,- 31 _ a m Cz3 a 0 0? vQ o v (z} 1 o�=ao;o 1 i ' 1 i h i 2 10'<o s45° a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Figure 1; Enclosed Buildings, wall and roofs. For permitting documentation, request "SuperClip Wind Load Report - FBC2010 Rev2" for the installation of Vortex@ collectors in high wind speed areas on concrete roof decks. This document may not be duplicated or distributed without Solar Direct's consent. Solar Direct Prepared by: Reviewed & Approved by: The Energy Supermarket 6935 151 Street E Adam Donald Diehl, David Stevens, PE Sarasota FL 34243 Industrial & Systems Engineer Stevens and Associates, LLC. 1.941.359.8228 1.941.209.1416 1.239.671.9210 1.800.333.9276 www.solardirect.com Copyright© 2012 Revision 2.0; 20120328 6 ... .... aroma SuperClip Mounting System (Wood Deck) -Engineering Support Documentation© The following is the Engineering Support Documentation for the "SuperClip Wind Load Report - FBC2010 Rev2 Wood Deck" which specifies the Strap Spacing for the installation of Vortex® collector in the Wind -Borne Debris Region. The basis of this specification came from the original engineering specifications of Henry M. Healey, P.E. (available on request). Mr. Healey's calculations were for a "Speed Clip" with two mounting screws into plywood or OSB roof sheathing. Solar Direct uses the same concept, adapting it for a "SuperClip" utilizing 5 mounting screws. This specification is based on the Florida Building Code (FBC2010) Section 1609.1.1, the American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) figure 30.5-1 on pages 345 - 347, and the American Forest & Paper Association (AF&PA. Engineering is based on the Allowable Stress Design (ASD). All wind loads for the different roof zones, different wind speeds, different roof angles and different tributary areas are for buildings equal to or less than 30ft mean roof height located in exposure B (with adjustments for other Exposures or Heights). For the purpose of these calculations the area of the solar collectors is divided into rectangles that have a variable height, but a constant nominal width of 4 ft, and a cladding horizontal spacing of 4.25 ft. Notation Definitions _xcept where otherwise noted, - •in this spFJtEve(!f,J➢ge 0iva A = Effective Wind Area (sf) [Figure 30.5-1] ` — - TA = Tributary Area = Collector Area tributary to the cladding (sf) = Lv x LH Lv = Vertical distance of TA = Vertical distance between straps LH = Horizontal distance of TA = Horizontal distance between clips C = Number of Cladding (SuperClip) per section V = Basic Wind Speed (mph) Pnet30 = Net Design Wind Pressure (psf) @ Exp B, h=30, Kzt=1.0 [Figure 30.5-1] h = Mean Building Height (ft) Kzt = Topographical Factor D = Diameter (in) d = Depth (thickness) of member W = Withdraw Design Value per concrete anchor (Ibs/in) W' = Adjusted Withdraw Design Value per concrete anchor (Ibs/in) WT = Withdrawal Design Value Total per clip (lbs) F = Total Force for any given TA (Ibs) SuperClip Design Each SuperClip mounting base is 2.75" square, and utilizes 1 mounting hole in the center and 1 hole on each corner for attachment to the roof. The mounting holes are spaced at 1", and meet the requirements for lag screws loaded in with draw(NDS2005 Table (10.3.1). Polyurethane sealant is applied between the SuperClip and the roof surface to prevent water or moisture from Solar Direct • 6935 15TH St E • Sarasota FL 34243 • P 800.333.9276 F 800.897.6527 i penetrating into or through the roof surface. The SuperClip cap threads on to the mounting base, and secures the Collector Strap at each cladding point. Lag Screw Withdraw Design Value This specification is based on components and cladding attached to a roof surface utilizing a plywood or OSB sheathing wood structural panel (minimum thickness of 1/2" and a specific gravity of 0.5 or higher (NDS2005 Table 11.3.213)) and lag screws with a 1/4" diameter (minimum screw length of 1 1/2" to allow for full thread penetration through the sheathing, not including the shank or tapered tip). The Withdraw Design Value (NDS2005 11.2-1) per lag screw is calculated as W=1800(G3/2 )(D314 ) G=0.5 D = 0.25 W = 225 Ibs/in SuperClip Withdraw Design Value Each SuperClip utilizes 5'/4" #14 stainless lags into 1/2" plywood or OSB roof decking; the Total Withdraw Design Value for each clip is calculated as WT _ W, 's 1(5)(0.5in) WT = 562.5 Ibs Total Force The Total Force (F) in uplift on a specific SuperClip and surrounding Collector can be expressed as F = (P,,,, )(TA), where p,et3o = Net Design Wind Pressure (psf) TA = Tributary Area (ft2) The Net Design Wind Pressure (p„etA in psf can be obtained from ASCE 7-10, Figure 30.5-1 on pages 345 — 347, and shown below (uplift pressures only): Refer to Figure 1 (Appendix A) Tributary Area (TA) The Tributary Area (TA) in ft2 is the Collector Area tributary to each SuperClip cladding, and is calculated as TA = (L,, XL, ), where Lv = Vertical distance of TA LH = Horizontal distance of TA Refer to Figure 2 (Appendix A) 8 __ The Horizontal distance is a constant for all Mid Claddings, where LH = 51 in = 4.25 ft. The Horizontal distance of End Claddings and Mid Claddings adjacent to the top or bottom of the Collector have a smaller TA; however, to maintain equal Collector Strap Spacing, LH is generally assumed to be the same as standard Mid Claddings. The Vertical distance must be calculated based on the specific Net Design Wind Pressure for each given condition. The Total Force for any given TA divided by the Withdrawal Design Value Total per clip equals the number of Cladding (C) required, and can be expressed as C= F WT SuperClip Strap Spacing Since C = W and F = (PNET30 XTA), then T C _ (PNET 30 XTA) WT Since TA = (L,, XL, ), then C = (PNET30 XLV XLH ) For each value of Pnet30, Lv (ft) can be determined using _ (CXWT) _ (1X563) _ 132.5 LV (Ane130 X LH) (P.d30 X4.25) Pnet30 For each value of Pnet30 we can calculate the vertical distance Lv between straps for every potential scenario within the Net Design Wind Pressure table. In order to meet the requirements of ASCE 7-10 definition of Effective Wind Area (A from the table), the A must not exceed TA. The values of each scenario are shown in the table below. If the building has an Exposure other than B or has a height greater than 30ft, the Adjustment Factor must be applied to P,et30. The Vertical distance between Collector Straps may be divided by the coefficient in the Adjustment Factor table to obtain the correct spacing for any given scenario. Vertical distance between Collector Straps, Lv (in) = Vertical distance of TA Roof Angle, 9 (degrees) Zone Basic Wind Speed, V (mph) 110 115 120 130 140 150 160 180 200 0 to 7 1 167.1 153.0 136.0 115.8 99.6 87.0 76.3 60.3 47.6 2 105.1 96.0 88.3 75.1 64.8 50.5 44.3 35.0 28.4 3 75.3 68.8 63.2 44.6 38.5 33.5 29.5 7 to 27 1 184.2 168.0 154.3 126.9 1 109.1 95.2 83.6 66.0 1 52.0 2 107.4 98.2 90.2 76.8 66.3 57.8 46.7 36.9 29.9 3 71.5 65.4 60.0 47.9 41.2 35.9 31.6 27 to 45 1 178.5 163.2 150.3 118.6 102.3 89.2 78.4 62.0 47.6 2 149.E 1 128.8 1 118.2 100.8 87.0 1 75.6 1 66.5 50.2 40.7 3 149.6 1 128.8 1 118.2 100.8 87.0 1 75.6 1 66.5 50.2 40.7 Adjustment Factor for Buildin Hei ht and Ex osure, A Mean Roof Height (ft) Ex osure B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 ASCE 7-10 Figure 30.5-1 (con't) - Components and Cladding - Method 1 - Enclosed Buildings (where h is less than or equal to 60ft) Table Derived from Solar Direct's Vortex Solar Collector Strap Spacing Specification in High Speed Wind Areas Wind Speed - 150m h Roof Zone Roof Angle Max Vertical Spacing in 1 7-27 ° 57.0 2 7-27 ° 31.8 3 7-27 ° Mean Roof Height = 15' Strap spacing requirements are subject to Solar Direct's Vortex Solar Collector Strap Spacing Specifications in High Speed Wind Areas Note: Locations of collectors are subject to slight changes to allow for roof obstacles and work arounds The manufacturer minimum requirement for Collector Straps is 2 for Model #VT32, and 3 for Models #VT40 and #VT48. The Max Vertical Spacing calculated for Collier County, Wind Speed 170, and Exposure C, are noted in the table above. These values were interpolated based on the vertical distance between collector straps table. Collector Strap Specifications - A polyester strap is utilized between two SuperClips to secure the solar panel. The strap has been tested according to Test Method FMVSS209 and has the following properties: Tensile Strength - Minimum 1461.3 lb -force, Median 2259.8 lb -force. For engineering documentation request "SuperClip Mounting System - Engineering Support Documentation Rev2" for the installation of Vortex® collectors in high wind speed areas. This document may not be duplicated or distributed without Solar Direct's consent. 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'~ t 26w=. , 26: ► �.. .,22 78,, .20 tI1& �$t1, 12:81 .s d 2 100 44 7y3$ $.8527432391..`2..1.g0` 'i,6k61,.. ?it?.$� 13.45 a� a 3 10 37.97 34.83 31.96 27.20 23.50 20.47 17.96 14.20 11.50 39.85 36.40 33.39 28.48 24.57 21.371 1485 12:Ct3' 0 3 20 3 50 3 100°.2[IQ -12 VortexTM Installation Manual Read the complete installation manual and Owners Manual before beginning the installation. 1. Sizing the System Size the system using the "Simplified Sizing Guide For Solar Pool Heaters." From this form you will determine the System Size in Square Footage. Based on this area, choose a panel size. Panels are available in 4'x8', 4'x10', 4'x12' & custom sizes. Divide by 32,40 or 48, respectively, to determine the number of panels. Using larger panels, where possible, results in a lower cost per square foot. 2. Where to Install Determine the roof(s) where the panels will be installed. In the northern hemisphere, the panels may be faced (in the order of efficiency) south, flat, west or east. Panels may never face north. Panels must be mounted at a minimum of 15' for proper drainage. In tropic and sub -tropic climates, the panels may be installed on flat roofs (in the event of freezing conditions, the water from the pump must be circulated through the system to prevent panel damage.) Most roof surfaces are acceptable for installation; including shingle, barrel tile, flat tile, metal, cedar shake, built-up gravel and modified roof systems. The system can also be installed on a aluminum or wood ground mounted rack system. For more information on rack or flat roof installations, consult our 3. Verify Space Requirements Determine the available area on the roofs) for the installation. Panels are 48" wide with a 3" gap between absorbers for mounting, totaling 51". Panels are placed next to each other in a row; each panel requires 5 1 " horizontally (i.e. 7 - 4'x 10' panels would be 357" horizontal by 120" vertical.) Panel Rows may be split to circumvent large obstacles, to install one row above another row, or to install on separate roofs. Each split requires a "Split Kit." Panels may be spaced around small vents up to 5" without a "Split Kit" provided they fall between panels by using a 6" Rubber Coupling. Each Row requires a minimum of 3" on all sides to allow for feed and return plumbing. Seethe chart below for typical system space requirements (the Overall Length includes the 3" on each side.) Different size panels may be combined; however, we suggest you call for technical assistance on these types of installations. Panels s Overall Length a r Panels (}verall I ength n 3 1313" 8 3416" 4 1716" 9 3819" 5 2119" 10 43'0" 6 2610" 11 4TY 7 30'3" 12 5116" 4. Typical Panel & Plumbing Layouts See typical layouts below. Do not use more than 12 panels in any row. For larger systems, split the panels into several rows. Feed the water into the bottom corner and return from the opposite top corner. Never use "Bottom End Feed Same Top End Return" because of reduced efficiency at the opposite end panels. All bottom headers and feed plumbing should allow for gravity drain. In tropic or sub -tropic climates, the panels and plumbing may be level; in northern climates, they must be installed with a''/4" per foot slope towards the feed. Refer to the owner's manual for draining requirements. All return lines from separate panel rows must meet at the highest point of the system. BOTTOM END FEED REVERSE TOP END RETURN DOUBLE ROW BOTTOM END FEED SAME TOP END RETURN 13 5. Installation Materials Below is a standard list of materials required for atypical installation. PANEL KIT (1 per Panel,1 per Row/Double Row,1 per Split) Kit includes Onty 3" Rubber Coupling 2 Stainless Hose Clamp 5 Stainless #14x2" 3/8 Hex Screw 4 Stainless Header/Strap Clip ROW KIT (1 per Row) Kit includes OnU End Plug 2 Pipe to Panel Adapter 2 Note: 2" System Plumbing Standard; 1 %" Kits by request DOUBLE ROW KIT (1 per Double Row) Kit includes ontv 2" Tee 2 End Plug 2 Pipe to Panel Adapter 2 SPLIT KIT (1 per Split) Kit includes OnU Pipe to Panel Adapter 4 Note: 2" Split Plumbing Standard; 1%2" Kits by request PLUMBING KIT (1 per System) Kit includes Onty 1 %2" ID / 2" OD 3-Way Valve 1 1 %2" ID / 2" OD Check Valve 2 2" PVC 90 Elbow 18 2" PVC 90 Street Elbow 2 2"PVC Coupling 8 2" PVC Tee 1 2" x 1 1/2" PVC Flush Bushing 1 2 1/2" Galv 2 Hole Pipe Clamp 12 Stainless #14x1%2 " 3/8 Hex Screw 28 Tube Sealant 1 HOLD DOWN STRAP Size Straps Ft 4'x8' 2 9 Size Straps Ft 4'x10' 3 13.5 Size Straps Et 4'x12' 3 13.5 PVC PIPE per Ft (typical amount shown below) # of Panels Ft # of Panels Ft 4 100 5-7 120 # of Panels Et # of Panels Et 8-12 140 13-18 160 Note: For Tile Roof Installations, request & use Tapcon screws 6. General Tools Required '/4" Variable speed drill 5/16" & 3/8" Nut driver Caulking gun Chalk line Tape measure Level Hacksaw or pipe cutter PVC glue & cleaner 7. Panel Installation The following procedure assumes a shingle roof-, for other roof types including flat roofs, see the section on Special Roof Requirements. Establish a horizontal chalk line across the roof for the location of the top of the system. This line must have 3/4" clearance above and below it for mounting the Header Clip on a flat surface. For tile roofs, the line should be approximately 2" above the bottom of the tile. (For northern climates, this line must have a'/4" per foot slope towards the feed end to allow for drainage.) Then drop a vertical line (90' to the horizontal line) at the left or right end of the installation to locate the first panel. Allow a minimum of 3" on all sides of the panel row for piping. Inspect the roof for any sharp projections that may damage the panels. If there are any vents, chimneys or other obstruc- tions, layout the system before attaching the panels. Begin installing the panels from left to right (or right to left) working towards the opposite end. Vortex Panels use a header design where the board attaches to the middle of the bottom and top header. This design reduces the buildup of snow, leaves and debris on the absorber surface near the header. The panel can be installed either side up, and can be reversed after five or more years to lengthen its life. 7.1 Lay the top header approximately 1'/4" below the horizontal - chalk line. Using the parts from the Panel Kit, install a 3" Rubber Coupling on the right end top & bottom header outlet. Notice that the header outlet has a groove near the - end. —Install a - - Stainless Hose �r Clamp over each Rubber Coupling =a and position it over the groove .ayes as detailed below; position the head of each clamp facing out and up for easy access, -- then tighten until _ � f ' snug. 14 7.2 Slip another Hose Clamp over the bottom and top Rubber Coupling. Position the next panel to the right of the first panel, and insert the header outlet into the top and bottom Rubber Coupling of the first panel. Position each Hose Clamp over the groove of the second panel; facing out and up for easy access, then tighten until snug. The top and bottom should look like the diagram below when finished. If the roof is not too steep for the panels to slide, you may continue connecting panels following Step 7.1 then Step 7.2; otherwise move to Step 7.3. header should be parallel to the horizontal line; the left edge of the very first panel should be on the HORIZONTAL LINE CENTERLINE vertical line.) Then MARK / mark the horizontal line directly above the center of the top Rubber Coupling. Apply a generous amount of sealant to ~' the bottom of the PANEL Stainless Header Clip, and position it on this HEADER CLIP mark with the lip end SCREW facing the Rubber Coupling. Using the drill and the 3/8" nut driver, install a Stainless # 14x 1'/z" 3/8 Hex Screw through t =_ the hole in the middle RUBBER of the Header Clip COUPLING into the roof until tight. The Clip should be tight, but be sure not to strip the screw in the wood. Also HEADER J CLIP 1 LIP` be sure the lip on the Clip is square against the Rubber Coupling. Apply a small amount of sealant over the head of the screw. When complete, it should look like the diagram to the left. 7.4 Open the last Hose Clamp and slip the end down through the Stainless Header Clip (slotted end with a lip) and around the under side of the Rubber Hose Connector. Close the Hose Clamp and tighten snugly around the Rubber Hose Connec- tor so that it is firmly seated against the lip of the Header Clip as shown in Detail A. Continue with Step 7.1 through Step 7.4 until all panels in the row are installed. Note that the bottom headers are not secured with a Header Clip to allow for expansion. Note that this expansion can cause abrasion to some roof surfaces. To eliminate wear on the roof, use silicon to adhere a small square piece of galvanized sheet metal (approxiamately 4"x4") under each Rubber Hose Connector. 7.5 The completed row should look like the Roof Diagram. It may vary based on the actual layout. To finish the row, use the parts from the System Kit. Install a Rubber Hose Connector on the four outside panel corners using the Hose Clamps. On the feed and return corners, insert the Pipe to Panel Adapters into the Rubber Hose Connector using the end that resembles a header outlet; secure with a Hose Clamp. On the remaining two corners, insert an End Plug. Be sure that the End Plug is inserted with the lip facing in towards the panel so that lip is in between the Hose Clamp and the panel. Secure the two top end Rubber Hose Connectors to the roof with Header Clips just as you did for each panel. 15 7.6 The Hold down Straps may now be installed (especially in windy conditions); however, it is common to save this step for last. Using the guide in the Installation Materials Section 5, determine how many Straps will be needed. The bottom Strap is always located 12" above the bottom header. The remaining Strap(s) are equally spaced between the bottom Strap and the top header. You may want to use a chalk line to mark this spacing before you install the panels by measuring down from the top horizontal line; or use the shingle lines as a guide. Leave clearance on each side of each line for the Panel Clip to be mounted on a flat surface. Each Strap Clip is installed like the Header Clips, except that the slots face left to right (with no regard to which side the lip faces.) Space them equally between each panel absorber and install with ' sealant and a Stainless #14x1'/:" 3/8 Hex ° Screw. The Aa5' Strap is then threaded through each side of each Strap Clip from left to right. On each row end, the Strap is threaded back through the the opposite end of the Strap, pull the Strap to apply tension (approximately 2" to 6" elongation.) After the system is installed for several weeks or even months the Strap may need to be retensioned; this is due to expansion of the strap in warmer weather. In high wind areas order "Strap Clamps" for securing the ends of the strap. Additional straps may also be used. 8. Bottom End Plumbing Seethe typical plumbing layout. The tie-in for the solar plumbing is always down stream of the filter. Note that the check valves and 3-way valve accept 1'/2" pvc pipe inside or'2" fittings outside. You may use 1'/2" pvc pipe for the bottom end plumbing; however, you should use 2" pvc pipe where possible. 2" pvc pipe is recommended above the 3-way and tee. Always use pvc cleaner on all pipe ends and fitting sockets. Use a generous amount of pvc glue on pipe ends and fitting sockets, immediately inserting with a twisting motion. Hold together for at least 30 seconds. Follow the instructions on the cleaner and glue can for proper use. Determine the layout of all the valves and fittings before proceeding. Cut the line after the filter in an area with enough clearance for the new fittings. Install a check valve between the filter and the 3-way valve, with the flow pointing away from the filter (the cone inside the check valve will be facing towards the filter.) Be certain not to allow glue to seal the cone inside the check valve. Typically the 3-way is mounted against the wall of the building approximately 3' to 4' off the ground with the side outlet facing right and the inlet facing down. Use a 2'/z" galvanized pipe clamp over the bottom inlet of the valve to secure it to the wall with screws. Plumb into the "inlet" of the 3-way valve from the check valve. The plumbing then continues up the wall, around the eave and onto the roof feeding the solar panels. The side outlet of the 3-way valve connects to the side outlet of the 2" tee. The return from the solar connects to the top of the tee. The bottom of the tee returns to the line going to the pool jets. Install a check valve on the solar return line above the tee, with the direction of flow going into the tee. Most accesso- ries including auxiliary heaters, chlorine feeders, Pool cleaner pumps should be on the return line after the tee. Automatic pool cleaner pumps must be run at night when the solar is off or during the day only after the solar is already running. Failure to do so may result in a burnt -out cleaner pump. TO FROM SOLAR SOLAR SOLAR SOLAR 3-WAY CHECK ON BYPASS VALVE-, VALVE PUMP FROM TO POOL POOL For installations requiring the return solar line on the left, proceed as follows: Install the 3-way valve with the side outlet facing left into the tee. Remove the face plate of the 3- way valve and rotate the face plate 90' clock -wise so that the "inlet" stamp is facing the side of the valve with no outlet; reassemble. � T TO FROM SOLAR SOLAR SOLAR SOLAR 3-WAY ON BYPASS / VALVE CHECK VALVE :: CHECK VALVE PUMP FROM TO POOL v POOL 16 9. Pipe Layout Use 2" Schedule 40 PVC plastic piping between the bottom end plumbing and the panels. White pipe is recommended because of its excellent outdoor life. The pipe may be painted with a good outdoor paint to match the structure or roof. 1 %z" pipe may be used on splits between panel rows. All plumbing should allow for gravity drain. In tropic or sub -tropic climates, the panels and plumbing may be level; in northern climates, they must be installed with a'/4" per foot slope towards the pool equip- ment. The panels should gravity drain back to the pool. Refer to the Owner's Manual for draining requirements. If it is not possible to route plumbing to allow for panel drainage, a manual drain valve or line should be installed, or the end plugs may be removed to drain panels. Support all pipes every 4' using 2'/2" Galvanized Pipe Clamps. 10. Flow Rate The sizing calculations made to determine the number of panels to install must be matched to the flow rate from the pool pump, to operate at maximum efficiency. The ideal flow of water per panel is 3 to 5 gallons per minute. The acceptable range is from 3 to 8 gpm per panel. The total gpm flow rate supplied by the pool pump is divided by the number of panels installed to determine this figure. The gpm rating of a pool pump (as indicated on the pump or in the operating manual) will not be its actual output because of the pressure drop due to piping, filter, fittings, and the panels (only when panels are on.) The actual output must be measured by an in - line flow meter or calculated from the pump's efficiency curve. (As the pressure drop increases gpm decreases.) The gpm rate can also be estimated using the pump rating or by consulting the manufacturer. If there is inadequate flow, reducing the number of elbows or using 2 - 45' elbows instead of 90' elbows will reduce friction loss and increase flow. A larger pump (or upgrading the pump motor and impeller) may be required ifthe flow is below 3 gpm per panel. A simple test to insure that the panels have enough flow is to feel the surface of the panels on a sunny day; it should feel cool to the touch (the heat is being absorbed into the water). If there is too much flow, throttle the 3-way valve towards the bypass to divert additional flow; or install a bypass line across the feed and return lines with a ball valve for adjusting and bypassing flow. A properly sized pool pump and filtration system will circulate the entire volume of pool water once each day; typically in a 8 to 10 hour cycle. Panel sizing is based on circulating the entire volume of pool water through the panels once each "solar" day. If the filtration system is under sized or can not be extended to run 8 hours per day, a booster pump will be required. 11. Startup & Testing Consult the owner's manual for complete startup procedure. After system is filled with water, check all fittings, hose couplings and panels for leaks. Set the time clock to operate during the solar day, typically 9am to 5pm. Feel the surface of each panel to ensure proper flow; as the pool water flows through it on startup it will cool to the temperature of the pool water. Check for air bubbles from the pool jets. 12. Correcting Problems: Problem: Air bubbles coming out of the pool jets. This condition results in poor heat transfer, and should be corrected. Solution: First, check the pool pump basket for air bubbles. If the basket is not completely clear of bubbles, there is a good chance that there is a suction leak between the pump and the pool. Check the 17 i skimmer to insure the water is at the proper level. Lubricate the basket lid o-ring (consult the pump instructions). There may be a suction leak between the pump and the pool, or in the pump internal gaskets. This may require a professional to service. On systems with an optional vaccum breaker, try relocating the vaccum breaker to the bottom header. On some systems, the water flows down from the panels faster than the pump will supply it. This allows air to draw in at the rubber connectors. First try tightening the hose clamps; next install a ball valve in the return line from the solar above the tee. Adjust the valve towards closed slowly over a five minute period until the bubbles have stopped. If this valve is closed 50% or more, there may be other problems; consult the technical support line or a professional. The pool pump may be under sized, not supplying adequate lift and flow to fill the panels. Problem: Inadequate heating. Solution: Inadequate flow; see section on flow rate. Improper time clock setting; systems with a southern exposure should run from 9 AM until 5 PM. Heat loss at night; use a solar pool cover to insulate the pool surface against heat loss when night time temperatures are below 60°F. Shade on the panels; remove obstruction or set time clock to run only when panels have sunlight on them. Under sized system; increase the number of panels. the exact location of the penetration, remove the gravel which is embedded into the tar surface of the roof using a chisel or the back of a claw hammer. Scrap back the gravel until you have a smooth tar surface approximately TNT% Apply a generous amount of sealant under the mounting hardware and over the head of the screw once installed. Using a 2" to 2'/2" fender washer under the mounting hardware will provide additional mounting surface. The screw must be tightened to hold the hardware securely to roof surface; however, use extreme caution not to over tighten and strip the screw in the plywood. An alternate method is to have a roofing contractor install "roof curbs" where the mounting hardware will be installed. Open Beam Roofs: Any ceiling with exposed beams must be checked to avoid the screw ends from penetrating into the interior space. Call for alternate installation method. Metal Roofs: If the metal roof is installed on a plywood surface, you may proceed using the normal installation method. If the metal roof is installed on fir strips, the mounting hardware must penetrate into the fir strip to insure a good seal and to avoid bending the metal surface. If screw heads protrude above the surface of the roof, a substrate must be used to prevent damage to the panels. Rubber or Asphalt Modified: This type of roof is typically 12. Special Roof Requirements' Variations in the installed flat. Using a 2" to 2'/z" fender washer under the installation procedures are outlined below. Consult the mounting hardware will provide additional mounting surface. technical support for other types of roof installations. Be-sure-to-use-a-generous-amountof-sealant-under-the washer, between the washer and the mounting hardware, and Flat Tile or Barrel Tile Roofs: The mounting hardware is attached to the Mile using Tapcon Screws supplied with the kit (you must specify tile roof when ordering). This requires drilling a pilot hole in the tile before inserting the screw. Use a 3/16" masonry drill bit. DO NOT drill into the substrate below the tile; doing so will cause a roof leak. The mounting screws should be positioned 1" to 2" above the bottom edge of the tile. This will allow a space between the tile and the substrate due to the overlap in the tiles. On barrel tile roofs, try to lay out the panels so that the mounting holes fall on the tops of the barrel tile. This can be accomplished by using 6" rubber couplings where additional spacing is required; cut the coupling to the correct length. Cedar Shake Roofs: If the cedar shakes are installed on top of a plywood surface, use a galvanized metal flashing (approximately 4"x4") under each shake where the mounting screw will penetrate. Center the flashing under the penetra- tion location before installing the screw. Drill a pilot hole and apply a generous amount of sealant into the hole. If the cedar shakes are installed on fir strips, call for alternate installation method. Flat Built-up Gravel Roofs: Use caution when installing on this type of roof. The roof must be in good condition and be completely dry. If you are uncertain of the condition of the roof, consult a professional. At each mounting location remove the loose gravel in an area approximately 6"W'. At on top of the mounting screw. Roof or Ground Mounted Rack Systems: Rack systems can be made from pressure treated wood or aluminum. For roof mounted racks aluminum, is preferred for its additional strength and longevity. Aluminum racks are available in a kit form. To order a kit, or to request a wood rack design specification sheet, call the technical support line. To order parts or for technical support, call Pool Heating Distributors at 1-800-909-WARM; facsimile at 1-800-897-6527; or Email at tech@PhD.com. For sales and service, call Solar Direct at 1-800-333-WARM; facsimile at 1-800-897-6527; or Email sales@SolarDirect.com. 18 2. AunrDFaaAncrloEsstaas casmniao-asrovrun'�wnc5=oo:uwErsAaEPR�FrnncFTEc+vo-saxnc DIRIGTEVa.REW PROVVOF 'q OR pSTIUd'J-AWFU-FU1 CH PA9nL'CONiFl1i5 OF lE<UOQRa;NiS NIiHOUT iFE CONSENT, .IWMNESS,OFMe'FOVPI OF ECHO -SODS IS IM.AMftI - COPES ARE NEEMD TECMO-SV-IS MOYR TE IJPM KOLEST. 5 FASTENING POINTS 02.50 THREADED SURFACE 1-1/2"-10 BUTTRESS .600 19 0 2.250 7 B Techno-Solis SuperCLipf 1 5tt, I MIN b-b :AS CONTAINED W TNESE D0CUNOETS ARE PROPERTY OF TECWO-SOUS. hx 3UTP.0 THE FIiLL OR PARTIAL [OMENS OF THE OO[LWENTS NTfHOUT THE COFL<FM, REV UNLAWFLL IFCOPIES ME � TECMO-SCLIS1 L PROVOE IF6_M UPON REOLEST. -.. .......... .300 fal .225 THREADED SURFACE 1-1/2"-10 BUTTRESS THREAD SuperClip CAP Techno-Solis, Inc. 301 20M STREETSOUTH SAMT PETERSBURG, FL USA 33703 727.823.6766 www.fschnosWis.cnm u,.. SuperClip 20 SUMMARY INFORMATION SHEET FLORIDA SOLAR ENERGY CENTER' c March 1998 1679 CLEARL AKE ROAD, COCOA,: FLORIDA 3292275703 (407) 638-.1000, 1 Fsl~C # 08007C MANUFACTURER Collector Mod0l' Pool Heating Distributors 'Vortex VT48 80S1 N. Tam3ami Tr, Sarasota, FlorEda 34243 This solar collecror was evaluated byllie Fiorlda Salar 1=nergy_.Ganter (FSEC). In accordance,with prescribed methods and was found to meet the minimurn standards sstMllehed byFSeC, TR IS evetueiibn was based an salar collector tests piarfonmad at ihs-Fladda Solar Energy Center, Cape Canaveral. Florida. The. purpose of the: esls is to, verity Inrlial peribmance: conditions and quellty of eenstrriorion only. Ths rasulting certiicaticn Is nol a gunTantee of Tong term performanca: or durerhlllty. DESCRIPTION Gross Length 'use meters: 1'2.00" feet Gi6ti§ Width- 1.210 Tneidn 3.97 font Gross Depth 0,00E meters 0.02 feet Grass Area 4026 square meters +47.64 square feet Transparent Frontal Area 4.498 sgvera meters 47.64 square; feet volumetric Capacity 15,5 liters 4,1 gallons Weight..(atliipty), 13.6. kilograms 30.0 pounds Recommended Flow Rate 310 mils 4:9 gpm Maximum Operating:Pressure 241- ltpag as psig Number of .Cover Plates None" Flow Pattem Pataltel Forced circulation Number, of Flow Tubes multltube treat MATERIALS Enclosure None Glazing None Absorber Co -polymer plastic with QV'stabillzatlon, Absorber Coating None Insulation None THERMAL- PERFORMANCE Tested per ASHRAE 96-1980 (RA 1989) Incident Angle Modifier Ixza = 1.6 - 0.12 t 4 1 .,) +0a9 - Efficienay Equations tt = 80.2 - 1636. (r'ij 11 = 80.2 288 (1'l-Tayll q = 80.4 1548 (Tl-Ta)ll - 4372 [(rI Ta)!i]- rl $t1.4 272 (Tt,T6)A -, 135" [(7i-Ta)1112 Units of Ti-Tell are "C 1 Wattlm2 Units of Ti-Ta are °F ! Btufhr-ft2 RATING Tha collector bas been rated for energy outputon measured performance and"an assumed standard day. Total solar energyWallable for the standertt day Is 5045 Watt-hourshns (I Soo I3t4/".dislrlbutad,nuer a.10 ilour.perratic Output energy ratings for this collector based on the isecorld-ord. r efficiency curve are:. Collector Temperature Enorgy'0utput: Low Temperature, "35"0 (95'F) 48,100 Kilojoulesjday 4SA00 Stulday Intermediate Temperature, S0°C (122°.F) 20,500 KloJoutesjday 19,400 Stuiday High: Temperature, 100°C (212°F) 0. KilojoWe0day, 0 Stulday REFERENCE 93016 21 General Description Vortex is made in Florida, USA. It is a Commercial Grade panel with 25% more material content than the industry standard, resulting in increased durability and longevity. The Header and Absorber ,A are made from Co -polymer (polypropylene and polyethylene) virgin " black plastic containing a proprietary ultraviolet (UV) stabilizer with an "in -House" continuous extrusion process using vacuum forming. .. The Absorber is comprised of four extruded strips heat sealed r 1/8" Dia. Hole cni 1/2" C/C longitudinally to form a fully wetted surface (containing 104 a elliptical channels) which is welded to the Header. An 1/8" bead is welded to the junction of the Absorber and Header for additional strength. Independant laboratory testing terminated at 1000 psi with no rupture. The Header incorporates a "Subaqueous Diffuser Manifold" with one hole per channel for improved flow distribution .. - and turbulence. The panels are connected via EPDM (ethylene-- -- - = - propylene-diene-monomer) Expansion Hoses with Stainless Steel gear clamps. Attachment to the roof/structure is with «C» polypropylene 5/8" strap and all Stainless Steel hardware. Technical Data THERMAL PERFORMANCE RATING* MODEL NO. U.S. VT48 / / Metric VT48 U.S. VT40 / / Metric VT40 U.S. VT32 / . / Metric VT32 PANEL OUTPUT* (Btu/day / Kj/day) 45,600 / 48,100 38,100 / 40,181 30,400 / 32,060 SQ. FT. OUTPUT* (Btu/ft2 / Kj/m2) 958 / 10,858 958 / 10,858 958 / 10,858 EFFICIENCY (Btu/ft2/(1600 Btu/ft2 Avg)) 60% 60% 60% DIMENSIONS NOMINAL SIZE (ft / m) 4x12 / 1.22x3.66 4xl0 / 1.22x3.05 48 / 1.22x2.44 COLLECTOR LENGTH (in / cm) "A" 144 / 365.8 120.25 / 305.4 95.575 / 242.8 ABSORBER WIDTH (in / cm) "B" 47.50 / 120.7 47.50 / 120.7 47.50 / 120.7 HEADER LENGTH (in / cm) "C" 50.75 / 128.9 50.75 / 128.9 50.75 / 128.9 HEADER O.D. (in / cm) 1.90 / 4.83 1.90 / 4.83 1.90 / 4.83 HEADER I.D. (in / cm) 1.48 / 3.76 1.48 / 3.76 1.48 / 3.76 GROSS COLLECTOR AREA (ft2 / m2) 47.64 / 4.43 39.79 / 3.62 31.65 / 2.88 WEIGHT DRY (Ibs / kg) WET (Ibs / kg) WET (Ibs/ft2 / kgs/?)i FLUID CAPACITY (gal / 1) FLOW - Parallel Forced Circulation MAX. (gpm / mlps) MIN. (gpm / mlps) RECOMMENDED (gpm / mlps) PRESSURE (All Models) PRESSURE DROP (psi / kPa) MAX. FLUID PRESSURE (psi / kPa) MAX. OPERATING at 140°F (psi / kPa) OPTICAL PERFORMANCE (All Models) SOLAR RADIATION ABSORPTIVITY INFRARED RADIATION EMISSIVITY 30 / 13.6 25 / 11.3 20 / 9.1 64.3 / 29.1 55.4 / 25.1 45.4 / 20.6 1.35 / 6.74 1.39 / 6.95 1.46 / 7.18 4.12 / 15.57 3.64 / 13.76 3.18 / 12.02 10 / 633 10 / 633 10 / 633 3.0 / 190 2.5 / 158 2.5 / 158 4-5 / 253-316 4-5 ! 253-316 4-5 / 253-316 0.15 / 1.03 90 / 620 35 / 241 95% 92% *Devired from the Florida Solar Energy Center (FSEC) 22