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RC-10-818Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153254 Permit Number: RC -5 -10 -818 Scheduled Inspection Date: January 23, 2012 Inspector: Rodriguez, Jorge Owner: WENSLEY, CRAIG & ALEXAND Job Address: 10650 NE 11 Court Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Solar Phone Number Parcel Number 1122320280460 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 143000. SOLAR WATER HEATER INSTALLATION No plans or permit on site. NB January 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 47 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 FBC 20 Permit Type: BUILDING ROOFING '/✓�� Phone #: l O 3Z/ / 8 .53-7/7 Permit No.1 �J Li - Master Permit No. OWNER: Name Fee Simple Titleholder): Address: /�� /1/1-7 // City: /v t +uni/, 540 itfiS State: zip: '33 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: lN!�� City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: NO SIR Flood Zone: Phone #: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration UNew Description of Work: y C '�1 ❑Repair/Replace ❑Demolition ******** * * * ** * * **** ****** * *** *** * ** * * ** Fees * * ***** ** ****** * * ** ***** * * ** *I * ** ** ***** * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all 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 pproved and a reinspection, ee will be charged. Signature Owner or Agent Signature Contractor The f r 'egoing instrument was ac owle Id, ged �bgf re me t is The foregoing instrument was acknowledged before me this day of !l.��f ) , 20 �; b ,��' 11�\ day of , 20 _, by i who is rsonally known to me or who has produced V j/ -- ``who is personally known to me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: **************************** ***** **: x****** ****** ***+ xa: *a:****** *: u**** ********** ******* * **** ***+x***** * ********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT ` /`Z NAME: dr � ; � 0 �� DATE: � ADDRESS: /c762 /V t l / (. /' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. =1 Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial e`7‘. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial C �-� 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : //www.mvfloridalicense.comldbpr /pro /cilb/iinnddex.htzmll Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial e%�, 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this By { ,_, Produced there License or gel g qi day of , 20 who was personally known to me or who has L ) L s identification. tg MYommission # EE 128810 4; ,;; . `� Bonded Through Natt0,41 Notary Assn. NOTARY CLAUDIA V. CUBILLOS 1PRY ( public - State of Florida �, s Notary Comm. Expires Sep 23, 2015 Permit N. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Owner's Name (Fee Simple Title Holder /V'-5 /: Phone #:7733' : r 3g6 (/ / Owner's Address: /6)-6---:-) /I% / City: golf S4 C.-if�S State : AZ Zip Code: 73/35 Job Address (Of where work is being done): /06,-L--.9 Alf ( / �/ f City: Miami Shores State: Florida Zip Code: Contractor's Company Name: /-764771e- 6t// I {— Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and /or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Signature Miami Shore, less for all legal involvement. 0 rorAge The foregoing irst, men was akno dged befor thie &Eday of L, ) ,26 b} r me or who has,pri duced indentification. •;:t •its,pf CLAUDIA V. CUBILLOS 1 9 Notary Public - State of Florida r. My Comm. Expires Sep 23.2015 Commission # EE 128810 ,4 ########## Bonded Through Natio:,a1 Notary Assn. Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: IVI jami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Solar Installation Requirements Check type of Solar System to be installed: Solar Thermal Required Inspections: Plumbing Solar Final Electrical Solar Final Structural Solar Fi ❑ Solar Electrical Required Inspections: Electrical Solar Rough Electrical Solar Final Structural Solar Final ❑ Solar Hybrid Required Inspections: Electrical Solar Rough Electrical Solar Final Plumbing Solar Final Structural Solar Final Owner Notification: Installation of roof mounted photovoltaic or solar support systems typically require roof system Penetrations to allow attachment to the structure which may create additional long -term roof system maintenance requirements and/or jeopardize roof system manufacturer's warranties. Roof mounted solar systems generally required removal and reinstallation of solar panels /arrays in order to perform routine roof system maintenance, repair or replacement. I hereby acknowledge that I have day of — l� Print owner name Owner signature Property address / read and understand the above notification on this , 20/0 . Permit # 1O- Notary stamp Print Notary Name , Miami Shores, FL N11unlunrrr/ / / ill r /111111111j11\ ri N 0A‘G( \DOS() Meivi ALUMINUM FRAME AND LIGHTWEIGHT CONSTRUCTION ...this facilitates long life and strength. The frame is powder coated in an attractive medium bronze color. ALUMINUM EXTRUDED BATTEN No silicon is used! Ribbed aluminum extrusions and a smooth compressed EPDM gasket provide water tightness. This allows easy access to the collector for repair or maintenance at any time or location. Miami TestLab Certified to 181 mph wind load CORNER BRACKETS Architectural aluminum angles inside with special pin grip rivets insure high stability. An additional comer seal produces the water tightness. 2:'F.yrq sit <> LOW -IRON TEMPERED GLASS Excursively using the new "High -T" tempered glass with an iron oxide content of less than 1% and total solar energy transmission of greater than 91 %. GLASS GASKET ...a UV durable EPDM channel with molded comers assures long life and avoids all water penetration. Quick Lock Mounting "QUICK LOCK" MOUNTING FRAME The variable Quick Lock-Mounting hardware reduces mounting time and makes it simple for anyone to instalL The Quick Lock System allows the highest flexibility in mounting and is tested to wind load conditions of 181 mph. Mounting possibilities include: Pitched -roof, Ratroof, Ground, Balcony, and Facade mounting. _ ARDEF • - ALTERNATE ENERGY TECHNOLOGIES, LLC P.O. Box 61326 Jacksonville, Florida 32236 web: www.aetsolar.com COATINGS - Selective Crystal Clear a. 0.945 - 0.965 t: =0.06 -0.09 FULL COPPER ABSORBER The heat transfer, is optimized by the high frequency Thermafin" forge weld which creates a crystalline homogenous connection between the fin and the riser. Absorber joint : Magnified 800 times FOIL-FACED POLY-ISOCYANURATE INSULATION THERMAX SHEATHING EPDM GROMMETS EMBOSSED ALUMINUM BACKSHEET : S P E C I F I C A T I O N S Collector AE -21 AE -24 AE -26 AE -28 AE -32 AE -40 Gross Area (ft.9 20.37 , 23.81 25.35 27.97 ).911. . .'^ 70 Dimensions (in) 851/4 x 351/4 971/4 x 351/4 771/4 x 471/4 851/4 x 4714 971/4 x 471/4 1211/4 x 471/4 TransParent Area (ftt 19.22 21.99 .23.65 26.16 29.93 37.47 Weight (lb) 74 • 84 90 99 113 153 Tested: TUV (DIN 4757), RAPPERSWILL, ONORM M7714, EEC, SRCC, Metropolitan Dade County, Miami Test Lab AE Series I Hardware RACK MOUNT , RACK MOUNT BRACKET Raised 1/2" 1/4° LOCK BOLT -A DARh----MUUNT --FR NT TRIANGLE BRACKET 308' x • 1 -3/4' BOLT FLUSH MOUNT FLUSH MOUNTBRACKET Raised 3" 1/4' LOCK BOLT HINGE MOUNT 6.6, TILT MOUNT STRUT 1'X1'X0.1'SO. ALUMINUM TUBE - LENGTH AS REQUIRED 1/4' LOCK BOLT TRIANGLE BRACKET 3/8' x 4' BOLT 3/8'. x 1 -3/4' BOLT SOLENE ANGLE MOUNT BRACKET W/ 3b" ST SIT_ BOLT WITH NUT AND WASHER T';? 2 PLCS PER SIDE) TILT EXTENSION LEGS MANUFACTURED FROM 1- 1/2 "X2 -1/2 "X1/8" THK X 3' LONG ANODIZED AL 8063T6 CHANNEL FA AN WHERE DESIRED PPANEL EXTENSION LEGS TO BE TOGETHER WITH TWO S =OLT WITH NUTS WA NSTALLED ERE NEEDE - MAINTAIN E NATION SOLENE BRAND SOLENE TILT MOUNT BRACKET W/ LAG BOLT AS SHOWN BELOW (TYP 2 PLCS) HIP ROOF END CONDITION ROOF ZONE 3 TILT MOUNT MANUFACTURED FROM 1- 1/2 "X2 -1/2 "X CORNERS 1/8" THK 3 -1/2" LONG ANODIZED AL. 6063T6 CHANNEL FASTEN TO TILT LEG W/ 1/2" STS1L BOLT W/ NUT & WASHER PLAN OF COLLECTORS .J� SCALE: NTS z 0 'n u COLLECTORS SHALL NOT BE INSTALLED INNER ZONES" AS SHOWN =GRAM SOLENE BRAND COLLECTOR i ENERAL NOTE. I. COLLECTOR CONNECTIONS SHOWN HAVE BEEN AND 2009 SUPPLEMENT, CHAPTER 16 FOR 146 _ XPOSURE "C" WIND VELOCITY TYPICALLY. HIP ROOF GENERAL CONDITION T. END ROOF CONDITION ROOF LONER ZON,LL BE 10 PERCENT OF SHORT !MEW BUILDING, OR 40 PERCENT OF MEW HEIGHT, OR 7 FT — t EVER IS SMALLER. ROOF LAY(( PLAN SCALE: NTS DESIGNED TO RESIST WIND LOADS OUTLINED IN THE 2007 FLORIDA EG CODE, MPH EXPOSURE "C" WIND VELOCITY AND PER ASCE 7-05, CHAPTER 3R 146 MPH 2. LAG BOLT CAPACITIES AND EMBEDMENTS ARE BASED UPON "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE :R AND "ASTENINGS" AS PUBUSHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. ALL CONNECTIONS ARE FOR ROOFS 0' TO 45' MAX SLOPE CONDITIONS. 4. ALL CONNECTORS ARE FOR MEAN ROOF HEIGHT'S NOT TO EXCEED 30' -0 ". 5. APPLY ROOF GRADE SEALANT TO ALL CONTACT SURFACES. B. ALTERNATIVELY SOLENE ANGLE MOUNT BRACKET CAN BE FASTENED TO THE SOLENE COLLECTOR WITH EITHER (1) ITL BOLT AND NUT, OR (2) Y4" SELF TAPPING SHEET METAL SCREWS. SOLENE MOUNT IRACKET SOLENE BRAND COLLECTOR 3 "X3 "X3fi" THK 3" L 6063T6 ALUM SQRTB WITH 1 "DXi4e" THK 23 L ALUM TUBE INSERT BOTH ANODIZED { STAND OFF A- S-S- -1 SCALE: NTS SOLENE TILT MOUNT BRACKET ROOF SHEATHING SOLENE \\45,........ COLLEC SOLEN ANGLE MOUNT BRACKE 2x PT OR UNISTRUT CONTINUOUS ALONG PANEL FOR MOUNTING W/ 1/2" ST STL ALL —THRD ROD W/ NUT & WASHER EA END — PROVIDE "LOCT1TE" AT ALL NUTS. WOOD TRUS SYSTEM #2 OR BETTER MISSED TRUSS SOLENE BRAND SPANNER INSTALL SCALE NTS ROOF SHEATHING SOLENE 11LT MOUNT BRACKET SOLENE BRAND if COLLECTOR SOLENE TILT MOUNT BRACKET AND STAND OFF ASSY SOLENE BRAND COLLECTOR ROOF ATHING SOLENE ANGLE MOUNT BRACKET SOLENE ANGLE MOUNT BRACKET BETE LES SOLENE ANGLE MO T BRACKET 000 TRUSS TEM #2 SYP OR BETTER SOLENE TILT MOUNT BRACKET AND STAND FF ASSY SOLENE BRAN i COLLECTOR SOLENE ANGLE M BRACKET WOOD TR SS SYSTEM SYP OR BE R ti.. 3F !NIG SEE NOTE 3 ,.00ATE BETWEEN USSES_ AND NAIL WITH 4 150 ,S AT EACH END 1/2" DIA TAINLESS STL LAG BOLTS AT EACH SOLENE BRAND CONN TYP. MISSED TRUSS SOLENE BRAND NAILER INST. SCALE: 1-1/2".1'-o" 1/2" DIA STAINLESS STL LAG BOLTS AT EACH SOLENE BRAND CONN TYP. WOOD TRUSS SYSTEM #2 SYP OR BEIItK SHINGLE /METAL BUILT UP ROOF SCALE: 1 -1 /2 " =1' -0" DIA STAINLESS S BOLTS AT EACH SOi'AND CONN TYP. NOTE: CUT OUT OR R MOVE TILE TO INSTALL STAN OFF ASSY. THEN REINSTALL TILES AROUND MOUNTING HARDWARE BARREL TILE • ROO 7 SCALE: 1 -1 /2 " -1' -0" 1/2" DIA STAINLES STL LAG BOLTS AT EACH OLENE BRAND CONN TYP. BARR TILES ROOF SHEA NOTE: CUT OUT OR REM 11LE TO INSTALL STAND( ASSY. THEN REINSTALL AROUND MOUNTING HARDWARE FLAT TILE ROOF SCALE: 1 -1 /2 " =1' --0" ......... -..yv 1: L. • • • .•• . • • • • • • • • • • • • • • • •.••• SUMMARY INFORMATI� FLORIDA SOLAR ENERGY CEP '1679 CLEARLAKE ROAD, COCOA. FLCW)p' Alternate Energy Technologies, LLC 1057 N. E!iis Road, Unit 4 Jacksonville, Florida 32254 .. • .. .• • • .. 923 NO 10.1 November 2002 FSEC 0 0009ON Collector Model AE-40 This solar collector was evaluated by the Rorida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by F SEC. This evaluation was based on solar collector tests Inc.. krisaiassugs, Ontario, Cansda. The purpose of thetesta onev dtylailW parfonnance cotendways,/ ructerwfs Testing Canada aeairication is no a guarantee of long two performance or mnstrtraliaror . TAereridtlrug Gross Length Gross Width Gross Depth Gross Area Transparent Frontal Area Volumetric Capably Weight (empty) Recommended Row Rate Test Pressure Number of Cover Plates Flow Pattern Number of Row Tubes INSCRIPTION 3.080 meters 1.200 meters 0.079 meters 3.697 square meters 3.482 square meters 6.1 liters 66.7 7 kilograms 76 1103 kPag One Parallel Ten 10.10 feet 3.94 feel 0.26 feet 39.79 equate feet 31.46 sure feet 1.8 gallons 147.0 pounds 1.2 gpm 160 pig Forced Circulation Enclosure Glazing Absorber Absorber Coating Insulation MATERIALS Aluminum frame, aluminum back Tempered low iron glass. 0.40 cm thick Copper tubes welded to comer fins Selective coating Fait faced potyisocyanurate, 3.2 cm thick Tested per ASI*AE 93 -1985 Incident Angle Modifier Kra =1 A - 0.19 (-1--1) Efficiency Equations n = 72.0 - 501 (Ti-Ta)/I = 70.4 - 346 (Ti -Ta)/l 1605 Units of (Tl -Ta)JI are °C / WatVrna THERMAL PERFORMANCE [(Tf-Ta)/I)a rl = 72.0 - 88 ri= 704 -61 RATING The collector has been rated for energy output on measured performance and an assumed standard day. Total sober energy available for the standard day is 5045 Watt hoursfma (1600 Btuffti) distributed over a 10 hour period. Outoui 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) REFERENCE 00081N {Ti -Teyi (Ti -Tay) - 50 [(Ti- Tayl]a Units of (TI -Ta)/I are °F / Btu/hr4t2 Energy Output 44,300 Kilojoutes/day 36,300 Kfiojoules/day 12,200 Kfiojoulestday 42,000 Btu/day 34,400 Btu/day 11,800 Btulday • ••• • • • • • •• • • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• •.. .. •• • • • • • ••• •• /f Solar Panel w S ••• • • • • • • • • • • • • • • • • ••' ••• • ••• ••• •'• • • • • • • • • • • • • •• • •.• • ••• • • • • • • 2 • • . . • ••• • • • • • ... en'i�e3.ebban,.P.E., �1$O • •••• • 16502 Hamfa•Il L. ∎Iudz, FL:335 • Office- 813 9091956, Cell 813 6507746; Fax 866 397 9050 • •bolso31ptarepab4xcr.corp To Whom ft May Concern: Subject Windload Calculations • • • • •• . • • • •. r 1 have performed windload calculations for Solar liydronics Corp. collectors in HVHZ and Florida at large - see tabulated results below: Design calcs per ASCE 7-05 and current FBC. Method 2 - Analytical Procedure PZ 1 only Kzt =1.0 Importance factor 1 =1.0 Kz Table 6-3 Case 1 Kd= 0.85 Enclosed building, regular shape, rigid ASCE 7-05 Equations 6-15 & 6-22 WZ Pt81B30 P@ C30 PpB60, P(a1C60 160 1560 2184 1894 251 1371 1919 1665 140 1194 1671 1449 130 1029 1441 1250 120 876 1228 1065 110 737 1032 895 % % % %%%% 1 „��.�i •N0 59180 These are total uplift on 40sf collector. 18 Divide by anchor number to get bolt 2213 load. 1927 P is in pounds force. 1661 Pressure calculated at height, WZ 1416 and exposure listed. 1190 fnterprolation is permtted. Signed /sealed 6 July 09 r • • ••• • • • ••• •• •• • • • •• •• • • • • • SCOPE OF WORK: • SOLA{= WATER HEATER: • • • • • /RETALIATION OFMED AR WATER HEATING • _ ,A� SYSTBNWm1 A ROOF TOP COLLECTOR Y•H • ••• • • • • • • • - • • t , • • • • Solar Wald Solar Water Neater System (SVJ %t1sta l Notes: this dewing and the. • engineering hereon establish the lnsmllatlon requirements for sibtettuitIrtlha on bu119M in • Florida 60 feet or less In height and at roof angles horn Rat up to 45 degrees. Per this particular Installation document, the Solar World SWH solar panels may be installed parallel to the roof plane with hold downs flush on top of the upper surfeit of tlV roof err to achieve better solar collection. Super - elevation *ermined mly withatile joRgprt and a) no installations outside of pressure zone 1; b) st5ndare. f11R byl hid( self - denting ',stainless steel, screws shall be substituted for the set screws If h4 coats h lice dips to sure them in the slots extruded for the mounting clip M the aolleatar!rues; A-ILIS leg length shall be 24 Inches. 1. The Solar World SWH collectors have passed Miami Tesdng Labs Wind Load Testing of -102 PSF per ASTM E -330 (All File Number 95- 1249).This engineer has evaluated tie Installation components and hardware currently provided by Solar World as OEM Installation kits and found them to meet the requirements of the Florida Building Code 2004 with 2006 Supplement. There shall be no substitution of other vendor materials (other than tiro.14 by 1 Itch, 5S, self- drilling, screws speditad above) without prior approval of this engineer thru Saar World. 2. Plumbing shall be per figure 1. Florida Plumbing Code shall be adhered to. Particdar attention shat be given to protection against over-pressure and freezing- per Florida Mechanical Code, Chapter 14, and per AET/Solar World Installation hstrudtos. This drawing shows the 'V version plumbing. However, there aze other variants (photo-voltalc pump, Indirect, and/or drain -back) wldds, although not spedfiwlly shown hereon, are covered by this sealed drawing - so long as installed per AET/Solar World wtal tlon instructions. 3. This engineer has determined that the hold-down hardware and fasteners supplied by Solar World will withstand hurricane force winds up to and inducting 150 mph 3 second gusts. The only remaining variable of significance Is the ettadtment of the hold downs to the underlying roof system using OEM hardware. lags into roof trusses and rafters are acceptable In pressure zone 1 only. Lags shag achieve a full depth solid embedment of at least 3.5 inches In the decking and underlying wood roof trams or thug 36 sq inch area . ( min) 4 lnch by 4 inch (nominal) wood blacking on the underside of the roof sheeting. When lagging Into a truss or rafter, installer must be careful to ensure that he hits It In the center. Where this Is questionable, installer must use all thread or bolt method described In the next paragraph. 4. Procedures to use when lag hitting the center of truss or rafter came* be assured. Ether use a 3/8 inch (min) "3" bolt grabbing the truss/rafter or 3/8Inch diametenmin) ail thread rad plus standard fender & lock washers and nut thru minimum 36 square Irish 2 Inch thick (nominal - min) blocking on the underside of the root sheeting. Where bloddng method Is used, Installer shall apply a generous bead of Uquld Nails LN 9901(ar equivalent or better) for minimum of 1 ft along the near Joints of the roof truss and sheaths on each truss on both sides of the bladkhkg - see figure 2. 5. Installer shall adhere to requirements of FBC Chapter 15 (Roofing) and best practices of the NRCA Roofing & Waterproofing Manual to ensure that the solar installation does not cause roof leaks at initial installation or as the systesn'ages". 6. Installers, Inspectors, building departments and others having questions or differing conditions, may contact this engineer directly- eetl: 813 6507246, fax: 866 397 9050, E- mail:bohonl@tampabay rr.cam • • • • ILD LOAD: WIND SURE: DESIGNED FOR 150 MPH I EXPOSURE CATEGORY C • • DIRECiT'78YSTEN TM drawing shows the Solar Wald San( '0" (direct) system and this particular system's *entir .There ae other. silshdy dINsmn. Solar Wedd SWN system variants which are alsocevsad by thh sealed drawing This is because the critical element -the collector(s) and roof mourning details rani the same whether the Solar Wald AVM system being YafEled ha direct In-direct, *. bsdcOIV rune seism ,— COLLEO'ronewsOR SOLAR LOOP DRAW 180LARON VALVE.-- - ONE WAY rLOW OROROL DEVICE -- - p iEcK VALVE OR MOTOR VALVE) L40LAT10W VALVE HOT WATER OUTLET. Muni SOLAR LOOP DRAIN ISOLATION VALVE DIFFERENTIAL CONTROL COLDWATHr MET BAIT OFF VALVE BACKUP ELECTRIC EtaMENT - -- DP TL5E STORAGE T TANK TANK ems OFIGURE 1 SOLE NU LEDGEND rG ISOLATION VALVE mencti*U. p1O TAM aWFLY Bar OFP r ease LOOP CHAN (OP(I@MU CU FREEM PIEREC'(ION VALVE (OPIKVW.) °ys TESIPEPATUIFJPFEWSUFE re =VALue PRESSI iE BELE VALVE AR VENT (OPICNNL a*E-WAY (8.0W CONmDEICE 10U D OM ® ELECTRIC PUP AC/DC PZ = PRESSURE ZONE WZ = WIND ZONE [ME ae•TP SECTION A MOUNTING: LAGGING: J — BOLT: BLOCKING: LAGGING INTO TRUSS OR BLOCKING IN ALLOWED ONLY IN PZ1 AT 120 MPH WZ OR LESS, 30 FT OR LESS MEAN ROOF HEIGHT OFIGURE 2 =LE t?.Tf J-BOLT IN ALLOWED IN ALL PRESSURE ZONES. ALL HEIGHTS THRU 80 FEET AND WIND ZONES THRU 180 MPH ALL TREAD THRU BLOC1ONG 18 ALLOWED IN ALL PRESSURE ZONES, ALL HEIGHTS THRU 60 FEET AND WIND ZONES THRU 150 MPH '- h'BC- tIGURE 1609.6.,0 FIGURE $rlr�olvlPO ENT '4DCLADD (G LOADINGDIAGRAMs • -a. flat Roof Hip Roof (7° < 8527°) Gabe Roof (8 5 7') Gable Roof (7° < 9 S 45 °) 1-aetto, Zones ENS taws I® Omer For 81 :1 foot °394.8rnm.1 degree a0.0174rad Notes:. 1.Pressures are applied normal to the surface to Exposure B. at h=3Ofeet fa hW =1.0. Eldest to other exposures and heIahta with edluelnerd factor A A 2006 Supple art of the 2004 Florida Bunke ng Code - FINAL 2. plus and elms suns simdfy desserts acting based and away from the axfauss respectively. 3. For hip rods with OS 25,Zone 3 shall be treated as Zone.2. 4. For effective areas between those given. the value Is pencilled to be Interpolated. otne vise use the value eesadated with the lower effective area. 5. Notation: e :10 percent of least horizontal dhnenalon or 0.4h.1wh(chever Is smaller, but riot less than ether 4 percent of least horizontal dimension or 3 feet. ' h: Mean roof height, in feet (meters). except that save height shall be used for roof armies <10 °. 8: Angle of plena of roof from horizontal. In decrees. MAY 122010 ROOF FE NETRAn0N MO FUMING INOIgNTWOBRACKET (! odTAL ES-0I8 ROOF INSTALLATION Rack Mount System �� ROOF PENETFUMOR ' MORASSWO 1•�� rot r4* '- ,i4∎► / -- ` _ ��' -'`� $ F ores Village APPRO D B DAIS ZONING DEPT BLDG DEPT , / 7,y, , fife: ; h,.r t i O CC- MPI.JANCE WI l' ALL FEDERAL STATE AND-et-UN IY RULES AND REGULATIONS Flush Mount S stem Standard Mount MOUNTING BRACKETS SOLENT!' 9 APPLY UMW NAILS) _1 MEDIUM esan BOTH SIDES OF TRUSS AT INTERFACE BETWEEN ROOF SHEETING AND TRUSS FOOT N EACH DIRECTION STARTING FROM a BY a 'SPANNER. TO PINCH COLLECTOR MOUNT FOOTPAD IS MCURED BYALL-THREAD .. ROD. TYP. BEAD OF LIM NAILS Due BETWEEN TRUSSES - N CONTACT JAI PLVW000 EXISTING RCOF TOP CHORD TRUSS, NOTE -THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. TYP. MOUNTING DETAIL SCALE. 4er•TO CDFIGURE 2 SOLE ,a . ra ENGNEEREt ALLEN GEZELMAM 18502 HANNA RD. LUTZ. FLORIDA 33545 PH. 813 850 7248 FIC 888 397 9080 BOLSOMOSTAYPABAY, M MS 39180 Inl.� W O Q 0 _ ce u W Z < 0 c r0r^ V♦ SYSTEK 899E 13Ct A.a ::m Largs F1 33:: 3.140: 7i7.559.G7107 DATE: MOWN REVISION NO./DATE: aW NAME: PERMIT SET .raet. SHEET NO: A.1.0 WIND LOAD: WIND EXPOSURE: DESIGNED FOR 160 MPH I EXPOSURE CATEGORY C, (scoPE OF WORK IDESIGNED PER: STALLATION OF ASOLAR WATER HEATING ASOE 74S YSTEM WITH A ROOF TOP COLLECTOR SOLAR HYDRONICSS CORP (FORMERLY KNOWN AS SOLAR WORLD) DOMESTIC HOT WATER (DHW) INSTALLATION NOTES: 10 JULY 09 GENERAL: THIS DRAWING AND THESPECEIATIONS HEREON ESTRUM THE MINISUM REQUIREMENTS FOR DM =MR ON BUDCONGR IN FIOM/A60 FEETORIESS IN HEIGHT AN) AT ROOF ANGLES FROM PLAT UP TO 45 DEGREES. PER THIN PARTICULAR INSTALLATION DOCUMENT. THE SOLAR HYDRDNROT CORP DHW SOIAR PANELS MAYBE @STALLED PARALLEL TO THE ROOF PIANE WITH HOOD DOWNSFUEH ON TOP OF THE UPPER SURFACE CIF THE ROOF COVETING OR TILTED-UP TO ACHIEVE BETTER MBAR COLLECTION. FLUSH- MOUNT SHAU. REQUIRE 4•ANCHORS• • DIAMETER CRS, CORROSION RESISTANT STEEL) IN PZ -1 & PZ-2, EXPOSURES B & C, IN ALL WEND ZONES UP TO AND INCLUDING 1W MPH. •ANCHO S CAN ETHER BE AT CONTRACTORS OIOI EE4 -ANCHO S FOR ASINGLE COLLECTOR OR4 -ANOW RI FOR TWO COLLECTORSTIRU USE OF APPROVED RACKING TOTS THE TWO COLLECTORS TOGETHER -SEE FI RRNTUTdERI PERMITTED ONLY =HIRE FOLLOWING STIPULATIONS: A) NO INSTALLATIONS OUTSIDE OF PREMISE ZONES; MUSE ONLY OEM HARDWARE -EXCEPT RESTOS PER FIGURE 2;C) COLLECTOR LONG AXIS HORIZONTAL ANDES DEGREl3 MAXIMUM TOY ANRLE: D) WIND ZONE 14O MPH AND IRS REQUIRE 4-ANCHORS PER TILT-UP COLLECTOR F) WIND ZONES GREATER THAN 140 MPH REQUIRE BAT HRRB PERTRT-U PCOLLECTOR ANDMNNRM TEST POLE WALL THICKNESS OF 1/BIHFONOLCONTRACTORSIAU. KEEP LAG BOLT MOLLS TO UNDER 529 MINDS OF MITT. REFER TO WIND LOAD C USIUMOISATIOTPJMWW.0 ADVI CEUS/sW/WODROAOCALCUTATIONS.WD WHEN LAG LIMIT is EIEEOOm° @NTRICTORsmut. USE MORE LAST,J-BIN.TS ORAU.-THREAD ROD. FOUR MOLTS OR NI-THREAD BOOS CAN HANDLESS LOAD OF NEAGH, 405F SOLAR COLLECTORS N U A LOADING CASES ON THE CHART. WHEN STRAYERS INTO Pa, DECREASE ANCHORS SOS ON THE PORTION OF THE COLLECTOR IN PM. ABSOLUTELY NO NSTAWOIONS N PD. TWINS) 1HE SOLAR UNDflNI[CS CORP DHW DIRECTORS HAVE PAS EO MIAMI TESTING IAN WIND LOAD TIMING O= -101 PRE PER ARM E- 330(MERLE NUMBER 95-124SR.THRIENGINEER IRS EVALUATEDTHE INSTALLATION HARDWARE CURRENTLY PROVIDED BYSOIARWORM= CORP AS OEM INSTALLATION KIESAND FOUND THEM TO MEET TES REQUIREMENTS OF THE AORDA BUDDING CODE CIWENEAS OF THE DATE OF THIS PLAN. THERE SHALL RENO SUNTRUTION OF OTHER VENDOR MATERIALS (OTHER THAN THEGOERI, 414 BY 1 INCH, SS.SELF-DEOING, SCREWS AS SHOWN IN FGURE2) WITHOUT PRIOR APPROVAL OF THIS ENGINEER TRRU SOLAR HYDROMCS CORP. HARDWATIEs THSRNGN@UKAS DETERMINED THAT THE HOLD-DOWN HARDWARE AND FASTENERS S1PPUEDBYSOUS HYDROICS CORPWILLWOISTAND HURRICANE FORCE WENDS UP TO AND NOSING MORPH 9 -SMOND GUSTS THE MY REMAINING VARIABLE OF SIGNIFICANCE IS THE ATTACHMENT OFTOS HOLD DOWNS TOTHE UNDERLYNO ROOFSYREM USING OEM HARDWARE LAGGING OF SIC DHW COLLECTORS FOR PUSH MOUNTINSTALIAINN (PARALLEL WITH THE ROOF SURFACE AND AS 0.05E THERETO AS PERMITTED SY OEM HARDWARE) SHALL BE ALLOWED IN ERPQSUIE CATEGORY BANDC ANDES BOTH PZ1AND PLEAT MEAN ROOF HEIRHISOF BDFTOR MS AND IN ALL WIND MRS THRU 16O MPH SO LONG AS THE FOLLOWING CAUIIONARYRUIS ARE OBSERVED. IARSSHUUL RE CORROSION RESISTANT STEEL 3/8 INCH DIAMETER MINIMUM DR BETTER LAGS SHALL ACHIEVE ATLEAST 3-D10113 OF THREAD EMBEDMENT IN RAFTER OR BLOOIDia MEASUREMENTS MAST BE CAREFULLY MADE AND PILOTKXESSHAU. BE DRUEDTO ENSURE HOTTING UNDERflNG RAFTERS OR TALONS AND TOAVOID WOOD SPURNS. SPECIAL PROCEDURES TO USE WHEN, IN THE NSTALIERSOPNIDN. HITTING THE CENTER OE TRUES ORRAPTOR WITH ALAG CANNOT RE ASSURED. OTHER USE A 3/13 INCH(MONO r BOLTGRABBDN THE TRUSS/RAFTER OR GABINOI DIAMETER (MIN) ALLTEREAD ROD PLUS STANDARD FENDER& LOOT WASHERS AND NUTTHRU MINIMUM 4. BY4. BYr BLOWER ON THE UNDERSIDE OF THE ROOF S EETNR. WHINE BLOCKING METHOD IS USED INSTALLER SHALL APPLY GENEROUS BEAD OP CONSTRUCTION ADHESIVE FOR MI /MUM OF 1 FE ALONG T14ENEARNOO115 OF THE ROOF TRUSS AND SHEETING ON EACH TRUSS ON ROTH SIDS OF THE BLOCKING -SEE FIGURE ON THIS GIVEN SHALL RE PER FIGURED MORITAPLUMBNG CODE SIAU.REAO� TO. PARTIOIIARATTENHIOR SHAMIE GIVN TO PROTECTION AGAINST OVER- PRESSURE AND PREETING- PERFWB1DA MECHANICAL CODE,ONPTER 14 AND PER SOLARHYDRONIES CORP D STALLATIOV INSTRUCTIONS. THIS DRAWING SHOWS THE 'D• VERSION PWMBHNG. HOWEVER, TINE ARE OTHER VARIANTS (PHOTOVOLTAIC PUNT@. INDIRECT, AND /OR D RAIN -BACK) WMCH. ALTHOUGH NOTSPCUNCAU.Y REOPEN HEREON, ARE COVERED BY THNSEALED DRAWING -SO LONS AS INSTALLED PR SOLAR MORON= CORP INSTALLATION INSTRUCTIONS. WATFHPAOOFNG INSTALLER SHAU.ADHERE TO REOWREMENR OF FRC CHARIER 15 (ROOFDVG) AND BEST PRACTICES OF THE NRCA ROOFING & WATERPROOPNG MANUAL TO ENSURE THAT THE SOLAR INSTAULATION DOES NOTCAUSEROOF LEA16 ATR1RI. TSTAWLTION OR AS THESTSIEM'AGES. QYRUON&INSTALLERS AUTHORITIES HAREM JURISDICTION, OROTHERS HAVENS QUESTIONS OR DIFFflNIGCONDITIONS, MAY CONTACTORS ENGINEER DIRECTLY -CELL: 8136507346, FAIN BM 397 9050, EMAIL: BOLSONIBETAMPARAYJUR.COM DIRECT �'DSYSTEM MISS THIS DRAWING SHOWS THE SOLAR HEROICS ODRPCRATION MEW (DIRECT) SYSTQN AND TEM PARONIAN SYSTEMS P W MffiNG. THEIS ARE ODREB, SLIGHTLY DIFFERENT, SOLAR HYDROMCS COE'ORA1IOLDHW SYSTEM VARIANTS WHICH ARE ALSO COVERED BYT H6 SEALED ORANNV8 .TH656 BECAUSE THE CRITICALELEMENT-THE COLLECTORS) AND ROOF MOUNTING DETAILS REMAIN THE SAME WHETHEFITHESCHAR HYDRONICS CORPDHW SYSTEM BEING RSTAILDIS A DIRECT. MI EO'ORDBAIFRICKMODBSWMOI CAN BEDWITH MERANA /CORD /CCONTIIOUEDEIHTRIC PUMP COLLECTOR SENSOR SOLAR LOOP MOTORIZED BALL VAL J SOLAR LOOP DRAIN ELATION VALVE ETPANSIDN TANK DIFFERENTIAL CONTROL HOT WATER OUTLET ." COLD WATER INLET SHUT OFF VALVE BACKUP ELECTRIC ELEMENT DP TUBE STORAGE T- TANK TANK DRAIN D7 FIGURE 1 SCAENTA LEDGEND ISOLATOR VALVE (01110NALL a TANK RIPPLY SHUT OFF I7 SOLAR LOOP DRAM (MEMO QI FRIG PROTECTION VALVE(OPITONAL) TEIVIMATURRIVIESSUFE RELEFVALVE Rim FELE VALVE V/44 AM WM'O IIONAL) LLDIOI®BALLVALYE_ _ ® E.ECTI PUBPAC/DC o EJPNEION TAW (OPRCEW) CSOLAR SYSTEM COLLECTOR: MODEL: AE•21/AE 2NAE- 2&AE -2B1- MSC21 /MBC32 /MSCADMFPC21/BH THIS PLAN G VOID WITHOUT MY SIGNATURE & RAGED SEAL THIS PIAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS. EACH PERMIT ROLLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN. NOTE: SUITABLE FOR HVHZ SEE CALCULATIONS: HTTPJNVWW. GEZELMANPE .COM /INSTALLATIONDWGSNTML REGARDING WIND LOAD- MY DESIGNS CLEARLY SHOW COMPUANOE PER ASCE 7 WITH THE FLORIDA BUILDING CODE REGARDING GN WT' LOAD -OUR HEAVIEST COLLECTOR WEIGHS 188 POUNDS WHICH M DISTRIBUTED OVER A40 DFAREA. WATER IN THE COLLECTOR IS NEGLIGIBLE EACH COLLECTOR HOLDS ABOUT A GALLON OF WATER POOL COLLECTORS A BIT MORE, HOT WATER COLLECTORS A LITTLE LESS. REGARDLESS. SOLAR PANELS ARE AN NSIiNI (CANT LOAD ON THE ROOF UNDERNEATW ROOF PEN/MAWR ANDFULSFEND NOTE COLLECTORS MAY BE OR64TA YERIICALLY OR HORIZONTALLY MONTPte BRACKET (GEE OVTAE. BELOW) MOMS CAN BE ON WEB CR COLLECTOR ENDS OF COLLECTOR ROOF INSTALLATION DIAGRAM SWLNTS TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, INSTALL AND FILL W/ 1 -PART POURABLE WATER PROOF CONSTRUCTION SEALANT ALTERNATE. TILE ROOF MOUNTING DETAIL CCI.LECTUDRCURET ROOF PENETRIDIOM ANDFL ADiN G I JUL 3 0 2010 811LLET.TV OFIGURE 2 BQNEYAR@8 EXPLANATORY INFORMATION ENIARGED VIEWING& HNPERLDOM PRINT VERSION OF THIS RAN PROMDR MINIMUM DEFORMATION NEEDED BY USERS. ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UPTO8400%. EV ALSO PROMOS HYPER NKAWESSTO OEM MANUALS AND ABUNDANT OTHER SUPRDYmVTARY INFORMATION. EV MAY BE ACCESSED AT HRP JIWWW.CIDVIRE.NMN /A11.3.WH.PDP THERE ARE THREE PROPRIETARY RACK SISTERS APPROVED FOR USE WITHTNIS PHAN.THESE MAYBE USED TO SUPPLEMENT OR TOREPIAD:THE DETAILS MOWN IN FIGURER IN ALL CASES REFER TO OEM OSTMKIONS FOR DETAILS/SYSTEM BEING U54D. IN THE EVENT OP A [CREME KEIMEEN OEM INSTRUCTIONS AND THS PIMA OEM INSTRUCTIONS SHALL PREVAIL OEM MANUALS MAY BEACCESED ELECTRONICALLY WING THE FOLLOWING HYPEREMIC.: LINKS: HRPJ/WW W.UNISTRUT.COM /UTE5ATUREANDOLPHP7000n014 &PG.1 HIIP /AVNV.OGNEDGE.CONVELESAIRSAINWRIDGEAas_ 2 TAI.- SYSTEMPDF HTTPJ/W WMI.UNIRACWM/PDFM227.PDF STRUCTURAL LOADING: 7HN RAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDAINOUDNS FN12 THE SOLAR EQUIPMENT REPRESENTED ON TMS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOFSTRUCIIURE OFIESSTHAN 4-PSR. MY UPLIFT PRESSURE CALCULATIONS MAY RE VIEWED AT HTTIV AVWW. CADVI (1.115•WNOTGHDADDUanATNNSPDP THE UPWT PRESSURES FOR =MPH, OPOSURE CATEGORY C, B W DING IMPORTANCE FACTOR CATEGORY II HEIGHT BO•FT OR LESS, SLOPE 45 DEGREES OR Lets APE P21_ 686 PSF; PII_ 1OS.APSF; PD=1S32 P5F. QUESTIONS REGARDING ROOF PRESSURE ZONES ARE REFERRED TOTHEASCE 7DIAGRAM FOUND ON PATE S AT THE ABOVE UM= ®FIGURE 3 BRIE NSA GENRAL NOTE: ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TOTED BY THE FLORIDA SOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION IABE.THE COLLECTORS LITED ONTHN PLAN COMMLY WITH THOSE REQUIREMENTS FURTHER INFORMATION MAY RE ACCESSED ON LINE AT: NRi h //WWW.FSECMCILEDU/EWINIUSTRY %TESTING /STCOLLECTOBS /ROT WATE6 RATN65/NDELHTM FRONT ELEVATION .TILE VT•TO TWO COLLECTORS MAY BE MOUNTED ON 2- PEKES OF APPROVED RACKING WI AERM CUP HELD DOWN BY 4 ANCHORS = PRESSURE ZONE WZ = WIND ZONE SECTION A BGOE: UT. TO INEWIM $I_ Hwy M TYP. SHINGLE, MET, FLAT TILE DETAIL. sate MM. 1,0. SHIN COLLECTOR MOUNTING BRACKET APPROVED RACING SYSTEM VI/ CHANNEL NUT 1 015. SPACER W7 WATE SPRDOFSEALANT OEM HOW DOWN: LAGGING PO OVER MUSK LAG OT OR J- BOLT (HOOKS TRUSS) APPROVED SYSTEM W/ WARN 1• DUL SPACER. ADJUST FLUSH W/ 11 DIA. SPACER IM WATERPROOF MST. BARREL ME 0E61 HOLD WOAD WV LAG J-BOLT I CERTIFYTHATTIIS DESIGN& SPECIFICATIONS MEET THE REQUIREMENTS OF THE CURRENT FLORIDA MEWING CODE ALLEN GEZELMAN 18802 HANNA RD. LUTZ, FLORIDA 33649 PH. 813 850 7248 FR. 88839779050 ABA PEONS ww.G PE am /MILL,/ /ri, BEN ' • 89180 STATE SIA PE.S /74N PI cAdvic IHH11U Cooled: eAdske I t 3603 9 Rene&Dr %PIP°391R'99 9 FX. 866 694 7281 ,oTOnCAdFbm // Y.e*eAdvb.4s♦ TYP. BARREL TILE ROOF MOUNTING DETAIL BALE 1 -17. 1'O APPLY CONSTR. ADHESWE MEDIUM BEAD BOTH SIDES OF INTERFACE BETWEEN ROOF SHEETING AND TRUSS 1 FOOT IN EACH DIRECTION STARTING FROM 'SPANNER. TO WHICH COLLECTOR MOUNT FOOT -PAD N SECURED BY ALL- TFNEAD ROD. EXISTING ROOF SRN COLLECTOR MOUNTING BRACKET EM HOW DOWN: LAGGING ( POSMON OVER TRUED • BLMWIG(B(BE1 ENNTTRUSSE9) SEALANT FOR WATERPRWFNO 1I•• -g ,wk.L7.0 444 BETWEEN TRUSSED IN CONTACT W/ PLYWOOD 1TRBEAD OF COMM. EXISTING ROOFIRUES, TOP CHORD NOTE -THERE SHALL BE AT LEAST 4 HOLD -DOWN ATTACHMENTS FOR EACH SOLAR COLLECTO, TYP. MOUNTING DETAIL =ME 1417 TO Rook Mount Sm Runk Mount SWIM •••CO • • •••• • • • ■ 89441- '�C,:.: -,.; MOUNTING BRACKETS SOU: ICS. 3•1 -16 FINISHED HEX NUT 118r85.072' - ALLNINUM SQUARE TUBE TILT KIT - DECK ANCHOR SCALENT9 HINGE MOUNT CAD' � A �- 1/4•-20X1 ?HE( ��111 �. CAP SCREW , 111 1B X 4'H EX CAP SCREW TRIANGULAR MOUNTING BRACKET SUBSTITUTE GENERIC, 414 BY 1 BS, TEXB FOR THE OEM %20X21 SCREWS WHICH COME WITH MOUNTING BRACKETS AE RM, ADEN, AE4104. 31r -18 X 1-3W HEX CAP SCREW OFIGURE 2 02 GMV5VNR�6 ••••• • f• • • •••• • • ••• S•••• • •• •••• • •••• • ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••1 • • • w • • • • • • • ••• • • • • ••• • • • • • ••• ••• • • • •• • •- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• ••• •• • • • 10 • • • • • • • • • • • • • • • • • • •• ••• • • • • • •• • Planning an Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795-2204 Fax: (305)758 -8872 Permit NO. RC-5-1 0- 818 Issue Date: Not Issued Explres:Not Issued Folio Number:1122320280460 Owner's Name: CRAIG & ALEXAND WENSLEY Job Address: 10650 11 Court Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 32 $ 2,995.00 Contractor(s) GREENTECH SOLAR SOLUTIONS Planning and Zoning Criteria and Comments Approved: No Date Denied: 5/14/2010 Comments: PLEASE PROVIDE ACCURATE ROOF PLAN WITH LOCATION OF SOLAR COLLECTORS. Permit No: 10 -818 Job Name: May 26, 2010 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Zoning approval is required first. 2) Provide owner notification form. Available at front counter. 3) Provide roof penetration details that comply with the FBC and all applicable RAS(for tile). 4) Provide a roof diagram that matches the roofshowing location of unit Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Contractor(s) Phone GREENTECH SOLAR SOLUTIONS (954)463 -9218 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -5 -10 -818 t } Wo, C Clns d on , Expires:Not Issued Folio Number:1122320280460 Owner's Name: CRAIG & ALEXAND WENSLEY Job Address: 10650 11 Court Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 32 $ 2,995.00 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/7/2010 : Yes Comments: PLEASE PROVIDE ACCURATE ROOF PLAN WITH LOCATION OF SOLAR COLLECTORS. 7/7/10 PLAN OK PANEL NOT EASILY SEEN FROM STREET *()lo cmdvton Miami Shores Village IVECEEYND MAY 1 1 2010 Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing BY: Permit No. sCt0 -3ie Master Permit No. Owner's Name (Fee Simple Titleholder) ,t� AS Phone # Owner's Address I Die St U CT c 0 City �a�k S.�S State f L/ Zip Tenant/Lessee Name Phone # -1/2.s110 gvss" FV zazT Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # (1 2.2Z 7-0 2.X 6 -tte 0 Zip Is Building Historically Designated YES NO - s1- 4O73(p CI-KIST( vict Contractor's Company Name e/ 21 Cif• SEAL ' Phone # � %i�! � � !We Contractor's Address [[ .S b City & A� `' CfAce State Qualifier Name 1)04 00-C4 State Certificate or Registration No. CV.5"-g D Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: . Type of Work: ❑Addition ❑Alte tion ['New Repair Describe Work: V /mow. v "t'�. °�� t ❑ Demolition Submittal Fee SOO- G ' Permit Fee $ /Ov Notary $ Training/Education Fee $ 0 •(w1) Scanning $ 9.,,•00 Radon $ DPBR $ CCF $ . ', CO /CC Technology Fee $ Q 40 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ o - ' ow Due $ . See Reverse side -+ Bonding Company's Name (if applicable) Banding 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (� �� 'zO�_ Signature The foregoing ins ' of ° 'was acknowledged before me this day of ,20_,by c —rein gem/ft who is personally known to me or who has produced As identification and who did take NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this day of , 20 , by ‹'f telr-eut ; c who is personally known to me or who has produced as identification and who did flake an oath NOTARY PUBLIC: My Commission Expires: ** *4roY9r$ c4r hn4ir*drhir***h*4,4r**** **** ****** **** ***$4e***** *ke4*iF9, Dr**oY9e4e3tvY***** *o4*9ro: dr irk*9r9r**** Ar9r*4e*** *** *ir*4r******** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer (Q Zoning STATE OF FLORIDA DHPARTmEsirSTRUCTEN INDMARELC,9gi81T9IQN H© SE{ L09041000900 080371810 -- CFC058034 The PLUMBING CONTRACTOR Named below IS CERTIFIED Under` the provisions of Chapter 489 FS, Expiration dates AUG 31, -2010 NASH DAVID R GREE*TECE SOLAR SOLUTIONS 509 NE 3RD AVENUE SECOND FLOOR FORT LAUDERDALE' FL 33301 CHARLIE CRIST RA CRALES GOVERNOR. SE TARY G DISPLAY AS REQUIRED BY LAW u' VeneaViliAve Sadia9Deftionestear 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305 - 795 -2204; Fax 305 - 762 -5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. ertificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. 0' State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. t-4 ate License B. ✓Occupational License C.L4..iability Insurance Certificate D. '//Workers Compensation Insurance or Exemption * * * * * * * ** *ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * * * * * * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE ********************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Business Name: • C-t SO [GUI- Cc,li Cc, S Business Address: .�� - Z '.. w-I Se Business Telephone: Rte) 'I Q' C Fax Number: ( t4 ■15 d 42-Cp Qualifier Name: BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Owner Name: Business Location: Business Phone: Rooms GREENTECH SOLAR SOLUTIONS DAVID NASH 509 NE 3 AVE #2 FT LAUDERDALE 954 - 463 -9218 Seats Employees 4 Receipt ##: 182 - 227209 Business Type: PLUMBING /LWN SPRNKL /CON () Business Opened: 0 9/03 / 20 09 State /County /Cert/Reg: CFCO58034 Exemption Code: NONEXEMPT Machines Professionals For Vending Business Only Vending Type: Tax Amount ' Transfer Fee v __ NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 13.50 0.00 40.50 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: GREENTECH SOLAR SOLUTIONS 1125 NE 125 ST #103 MIAMI, FL 33161 Receipt 41013 -08- 00000282 Paid 09/03/2009 40.50 This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. AL 't^'It3L1' CTOR CERTIFICATE OF LIABILITY INSURANCE [PRODUCER IKeystone Insurance Group 21301 Powarline Rd. Ste 312 Boca Raton FL 33433 Phone: 561-852-1445 Fan: 561-218°3911 (HSURE_D Greentech Solar Solutions 503 ne 3rd ave #2 Ft Lauderdale FL 33161 DATE (NGI/DOIYYYY) OP ID GL GLASS -1 1 10/02/09 THIS CERTIFICATE IS ISSUED AS A MATTER OF ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ION HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. DIMURERS AFFORDING COVERAGE NAIC # INSURER A: Gotham Insurance Co . mama Guarantee Insurance Co INSURER C: INSURER O: INSURER E i..av crvuwca rHE POLICIES OF INSURANCE LIS TED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICP.TED. NOTWITHST AMONG ATV REDLEREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO W OUCH THIS CERTIFICATE MAY BE tSSUE0 W. MAY PERTAIN, THE INSURANCE AFFORUED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERNS, EXCLUSIONS AND CONDITIONS Or SUCH POLICIES. AGGREGATE OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID Lam. INSTITA L TR INSR TYPE OP INSURANCE POLICY N U I M 3 E R POLICY I CTIVE DATE POLICY EXPIRATION' D A T E 1 1 UNITS GENERAL LIABIUTY L A033847 -00 09/30/09 09/30/10 EACH OCCURRENCE $ 1000000 A X CONWIF_RCIAL GENERAL UAU`/ JCLAIMS MADE I x l OCCUR PRMSsecatrni U (aoE s50000 MED EXP (Any anu parson) $ 5000 PERSONAL 8 AOV INJURY $ 1000000 ..J GEN'L GENERAL AGGREGATE $ 2000000 AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AOG 11000000 POLICY ■ CT LOC AUTOMOBILE • • _ Mawr ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS FIRED AUTOS NON -OWNED AUTOS .-- -- °--' COMBINED SINGLE LOUT (Ea accident) BOOS.,/ INJURY $ (Pa parson) BODILY INJURY $ (Per accldant) PROPERTY (Pm P DAMAGE $ GARAGE LIABILITY 1:vl ANY AUTO II - AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO OM Y AGO $ EXCESS I UMBRELLA LIABILITY _J OCCUR CJ CLAIMS MADE _ x(`1.00009066 Q2�Q6�201 � 02/06/2011 I EACH OCCURRENCE 8 AGGREGATE 8 $ DEDUCTIBLE RETENTION $ 5 S x TORY - I ,DER -- B WORKERS COMPENSATION AND EMPLOYERS* LJA98JTY Y IN ANY PROPRIETOR /PARTNER/EXECUTIVE' 'j (Mandatary n NH) EXCLUDED? ` I *nobs II SPECIAL PROVISIONS Fw EL EACH acCroENT 5 1000000 E.L. DISEASE • EA EMPLOYEE $ 1000000 L DISEASE - POLICY Lear s 1000000 E OTHER DESCRIPTION OP OPERATIONS 1 LOCAT90N61 VEIECLES 1 BXCLUSIOWS ADDS* ay ENDomEMENT 1 SPECIAL PROVistORS CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 10050 ne 2nd ave MIAMI SHORES, FL 33138 ACORD 26(2009M) CANCELLATION SHOULD ANY of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEPORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO NAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 8D SHALL � II OP ANY KIND UPON THE INSURER ITS AGENTS OR I'A R7 '- /11 . �• 'I CORPORATION. All rights reserved. A ®1 I , ' � •� • ACORD CORPORA The ACRD Ilefile and logo are nagisterad of ACORD