The URL can be used to link to this page

135 Sterling Pine St 10-1894 Water heater; " • A sixy RECEIVED . . . i 3UL 2 2 Zp CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 6' 1V9 Documented Construction Value: $ Job Address: 05 zlz\.,kr. Jt Historic District: Yes ❑ No Parcel ID: ,-z3o o --s11 - coGo - ossa Zoning: �� \C Description of Work: *aka_ \-LQ+ wayt, \nom Plan Review Contact Person:u,,-__ Title: Phone: Lkzl-s85- \m% Fax: `AA71--333-73853 E-mail: Property Owner Information Name�ZGLU �� \ i ua. �YZd4. Phone: �-lo�- 323-9$c�'fi Street: \ Resident of property? : y ep City, State Zip: 5cLhAa_L _ F \ 3 z-4 -, i-'3 Contractor Information Name Phone: laL$ Street: -'S� \ Qo�-`. eco Wo_4 Fax: t -la -3D:3- 3 8, 3 City, State Zip: h� �a . 1=k 3 2- 7V --I I State License No.: C FC. \A z Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: C� No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) Plumbing U_ No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: P 1 r 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. _ - Zt-tom-21�c� _Signa re o ent Date Sign re of Contractor/Agent 11 Date __a<XCAU . G,YCCrJG- �C. V t rdc Print Owne /Agent's Name Print Contractor/Agent's Name El Qc:_ 7-1 -21� •� �., �2t-tom Signature of Notary -State of Florida ,SNAOV."`Denise R. LaBarr _.: ..: Commission # DD 935151 Expires October 22, 2013 ;r R Bonded Thm Troy Fain Insurance 800.385.7019 vner Personally Known to Me or Pro uced ID Type of ID APPROVALS: ZONING: 7.� 5.�� UTILITIES: COMMENTS: Rev 11.08 ENGINEERING: Signature of Notary -State of Florida Date im m Denise R. LaBarr := Commission # DD 935151 :& Expires October 22, 2013 'h p °•`' B..W Th. Tmy Fain kawance 800385.7019 Contractor/Agent isersonally Known to Me or Produced ID Type of ID FIRE: 1, WASTE WATER: jr THIn,INSTRUMENT PREPARED BY: Name�er\�,c U, ,r,, Address: 5"3 \ CQ� •,�co \_u .4 SEMINOLE COUNTY State of Florida RORIMS NATURAL 11119llulilt 10 0NoINCIF0 FlaHill nil iuiuII MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COMITY BK 07417 Pg 1508; Upg) CLERK'S # 2010084267 RECORDED 07/22/2010 11a50t29 AN RECORDING FEES 10.00 RECORDED BY T Saith NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) 10-20-30 -51 1 - OC 0o - C,sa Q The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) k o; Jit `_V -D S'-1 __�'GSat'J •AAw,,, 0.j wnfltu "I" GENERAL DESCRIPTION OF IMPROVEMENT V10010 -Ir n[RK OF CIRC _. "' DRIDA OWNER INFORMATION Name and address: , C,4 Uz 1 u 32 -+ CONTRACTOR Name and address: \ 67_�>awe. \- C- -Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 7.13,13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a 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 STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH --YOUR LENDER -OR AWATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FL- COUNTY OF SEMINOLE OWN OWNER PRINTED NAME "(NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this zl day of �t.�, , 20 lcs by Who is personally known to me Name of perste making statement \ OR who has produced identification VCCKae- type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY ARE TRUE TO THE BEST OF�MY KN 41. 'Imnise F�� ommissi na# DD 935151 -4/ Expires October 22, 2013 Beaded Thru Troy Fryn Insurance 800.3857019 E THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT SAND BELIEF. PERSON SIGNING ABOVE Notary Signature Hist Water Ratings - Collector Certification (S) FLORIDA SOLAR ENERGY CENTER° Creating Energy Independence Collector Certification (S) The' Gross Intern Collector Glazing Absorber Area IlManufacturer Il Model 11Manufacturer EC IINo.IIType I111IlCoating IIFt' IIBtu/D Page 1 of 5 Schuco.....-."'..�~"� - International -KG --r- Premium V, H, LA. �.�� 00217.N ..� 1r _..,,.....,. Glass _-.. Copper Selective �.... 29.05. 25900 ..", 893 Schuco Slim Line V, LA, 00216N 1 Glass tubes andSelective Selective 24.88 22400 902 International KG PLUS glass tube sheet Schuco.....-."'..�~"� - International -KG --r- Premium V, H, LA. �.�� 00217.N ..� 1r _..,,.....,. Glass _-.. Copper tubes -and sheet Selective �.... 29.05. 25900 ..", 893 Shen Ying (US), http://www.fsee.ucf.edu/en/industry/testing/STcollectors/hot water ratings/tprdhws.htm 1/11/2010 Copper Shen Ying (US), LPDHWS-2-Y 00082 1 Selective 24.46 18000 737 Inc. glass tube aluminum fins Solahart Industries Pty. Ltd. Bt 00107 1 Glass Copper tubes and sheet Selective 21.35 19300 903 Steel sheets Solahart Industries 99033 1 Glass with Nonselective 21.34 17200 804 Pty. Ltd. integral tubes Steel sheets Solahart Industries Kf 99034 1 Glass with Selective 21.34 19100 895 Pty. Ltd. integral to bes Aluminum fins with Solahart Industries L 99035 1 Glass integral Nonselective 21.34 12700 594 Pty. Ltd. copper tubes Solar Components Div. SCD -1000 96005 1 Glass Copper tubes and fins 18.42 14800 805 Solar Development Inc. SD8-26 00220N 1 Glass Copper tubes and fins Selective 25.35 21700 856 Solar Development Inc. SD8-32 00221N 1 Glass Copper tubes and fins Selective 31.91 27500 862 Solar Development Inc. SD8-40 00222N 1 Glass Copper tubes and fins Selective 39.79 34400 866 Solar Development Inc. SD -5(2X10) 77079 1 FRP Copper tubes and fins Selective 20.59 14800 719 Solar Development Inc. SD6A(4X10) 83124 1 Glass Copper tubes and Fns Selective 40.61 39700 979 Copper Solar Development SD7CRW(2X10) 1 Glass tubes and Selective 20.60 17400 845 Inc.92018C fins http://www.fsee.ucf.edu/en/industry/testing/STcollectors/hot water ratings/tprdhws.htm 1/11/2010 lint Water Systems - S b w w FLORIDA SOLAR ENERGY GENTERO Creating -Pnergy independence Approved Systems (S) Page 1 of 4 http://www.fsec.ucf edu/en/industry/testing/STsystems/ratings/DH) _approvs.htm 8/19/2009 me FSEC EE FEF Company Model Collector North Central South http://www.fsec.ucf edu/en/industry/testing/STsystems/ratings/DH) _approvs.htm 8/19/2009 Sanford, Florida 32771 STATE CERTIFIED # CFC 1428148 /. 'Powe smart. solar. energy. Prepared For: Installation Address: Tel: 407-585-1018 Fax: 407-333-3853 www.iqpower.net Date: City: State: Zip: --,7 Home Phone: ri 3 Cell Phone: -1 7 d<$�-57 Utility Company: FOR THE SUM SET FORTH BELOW, WE AGREE TO SUPPLY, INSTALL AND SERVICE THE FOLLOWING SOLAR SYSTEM IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL CODES. ALL INSTALLATION AND SERVICE IS PROVIDED BY A LICENSED CONTRACTOR AND ALL JOURNEY MAN TECHNICIANS ARE CERITIFIED AND FACTORY TRAINED. Additional Comments: J Suggested Retail Options/Discounts f % Additional Items Total Investment �7 Deposit Balance Payment Type r Terms Installation Date Buyers Right To Cancel: If this transaction is a home solicitation sale and you do not want to purchase these Goods and Services, you must cancel this agreement by providing written notice by United States Certified Mail, Return Receipt Requested to IQ POWER. This cancellation must be clear of intent, written in English and Postmarked before midnight of the third business day after you sign the agreement. For the purposes of this Agreement and notice, a 'Business Day" shall include the days Monday through Saturday, but shall not include Sundays or any legal holiday on which the U.S. Postal Service does not deliver. I HERE NOWLEDGE THAT I HAVE READ THE FOREGOING AND AGREE TO THE TERMS THEREOF. t(v 0 _ Bu Date Energy o sultant Date d Buyer Date 11fticir Aur tion Date Collector Packgage Mounting Slim Line Collector(s) ezFlush Mount Sets Premium Line ezMountingRaijKit I—Collector Colleclor(s) connector 1Y Collector array connector —4Expansion tank w/wall bracket 21 Solar Fluid Tank Package Controls 80 Gallon Solar Tank Standard Tank Connection kit w/double wall heat Solar Station w/pressure and temperature _ exchanger and dual electric gauges, flow meter, check valve, air purger heating elements. 120 Gallon SolarTank and circulating pump. Controller (differential thermostat) w/double wall heat Insulated continuous run copper piping exchanger and dual electric w/thermostat wiring heating elements. PV Package _ PV Modules KW Schuco PV Solar System Mounting System DC to AC Inverter ezClips, Clamps and Cables Additional Items Heat Pump Solar Attic Fan External Heat Exchanger Solar Cover Other. iQ Power Saver iQ Power Monitor Additional Comments: J Suggested Retail Options/Discounts f % Additional Items Total Investment �7 Deposit Balance Payment Type r Terms Installation Date Buyers Right To Cancel: If this transaction is a home solicitation sale and you do not want to purchase these Goods and Services, you must cancel this agreement by providing written notice by United States Certified Mail, Return Receipt Requested to IQ POWER. This cancellation must be clear of intent, written in English and Postmarked before midnight of the third business day after you sign the agreement. For the purposes of this Agreement and notice, a 'Business Day" shall include the days Monday through Saturday, but shall not include Sundays or any legal holiday on which the U.S. Postal Service does not deliver. I HERE NOWLEDGE THAT I HAVE READ THE FOREGOING AND AGREE TO THE TERMS THEREOF. t(v 0 _ Bu Date Energy o sultant Date d Buyer Date 11fticir Aur tion Date Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCRL PE BAIL REC AR DAVID Jouli6N. CrA.ASA 37 q,5 G: �." �/\ Ole., 9JD0-0ORO. _ ,� •'`�!^l `.� 4 * f.DWSIiTH A .� SEMINOLE COUNTY FL. 1101 GFIit575T ro � .� /TRACT" al +'�•- •�• .c'-ra"1"�e, 're . FORD, FL32771-7468 SAN 65 407-6-7508 ? \ 45 \\734�i VALUE SUMMARY VALUES 2010 2009 GENERAL Working Certified Value Method CosUMarket Cost/Market Parcel Id: 10-20-30-511-0000-0590 Number of Buildings 1 1 Owner. GARZON RAQUEL C & JUAN C Depreciated Bldg Value $131,121 $131,813 Mailing Address: 135 STERLING PINE ST Depreciated EXFT Value $8,750 $9,038 City,State,ZipCode: SANFORD FL 32773 Land Value (Market) $20,000 $26,000 Property Address: 135 STERLING PINE ST SANFORD 32773 Subdivision Name: STERLING WOODS Land Value Ag $0 $0 Tax District: S1-SANFORD Just/Market Value $159,871 $166,851 Exemptions: Portablity Adj $0 $0 Dor. 01 -SINGLE FAMILY Save Our Homes Adj $0 $0 Assessed Value (SOH) 1 $159,8711 $166,851 Tax Estimator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $159,871 $0 $159,871 Schools $159,871 $0 $159,871 City Sanford $159,871 $0 $159,871 SJWM(Saint Johns Water Management) $159,871 $0 $159,871 County Bonds 1 $159,871 $0 $159,871 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2009 VALUE SUMMARY WARRANTY DEED 02/2006 06151 0903 $339,900 Improved Yes WARRANTY DEED 12/2004 05551 1149 $239,000 Improved Yes 2009 Tax Bill Amount: $3,255 SPECIAL WARRANTY DEED 05/2000 03857 1998 $130,400 Improved Yes 2009 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 01/2000 03785 1515 $315,000 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...;M LOT 0 0 1.000 20,000.00 $20,000 LOT 59 STERLING WOODS PB 54 PGS 93 THRU 95 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Ext Wall Bid Value LivD2.4O2 Est. Cost New Building Sketch 1 SINGLE FAMILY 2000 9 1,120 2,843 STUCCO FINISH $131,121 $136,584 Appendage / Sgft ENCLOSED PORCH FINISHED/ 260 Appendage / Sgft GARAGE FINISHED / 420 Appendage I Sqft OPEN PORCH FINISHED/ 21 Appendage / Sgft UPPER STORY FINISHED / 1022 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2000 200 $1,134 $1,700 POOL GUNITE 2003 392 $6,468 $7,840 BRICK PATIO 2003 348 $1,148 $1,392 iNOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes *** If you recently purchased a homesteaded properlyyour next year's property tax will be based on Just/Market value. littp://www. scpafl.org/web/re_web.seminole_county_tltle?parcel=10203051100000590&c... 7/19/2010 CLIENT, NAME ��'a u ! c —� is- ' „{ j ! I � � i - ' �— ADDRESS 1-z 15 ' + �.� I—'p;!��I_'�, —'za I ? t I L-1 J I -J-- -7z- OFFICE �r. �f � • F J I� Thl Licensed and Certified Florida Professional- Engineer Robert M. Johnson P.E. # 26022 P.O. Box 479 Flagler Beach FL 32136 386-931-4523 ENGINEERING FIELD REPORT TO — IQ SOLAR, AND ALL FLORIDA BUILDING DEPARTMENTS RE — SITE EVALUATION LOCATED AT — WE HAVE REVIEWED THE BUILDING AND SITE ELEMENTS AT THE ABOVE LOCATION, AND FIND THEM CAPABLE OF SUPPORTING THE INCREASED LOADS IMPOSED BY THE SOLAR COMPONENTS, AND AFFIRM THAT THE ADDITIONAL WEIGHT OF FILLED COLLECTORS WILL NOT EXCEED THE LIVE OR DEAQ LOAD RATINGS OF THE BUILDING, ROOF OR FOUNDATION. SINCERELY R.M. JOHNSON P.E. .W. i `Z .w �0 'a° ,y F O • �Q' �.' • •�, lz %••, 5 OQ`� ,, A • F L �*OPESS%% �`�� Licensed and Certified Florida` Professional Engineer Robert M. Johnson P.E. # 26022 P.O. Box 479 Flagler Beach FL 32136 386-931-4523 1-19-10 TO- ALL BUILDING DEPTS., PLAN REVIEWERS, ALL MUNICIPALITIES. IN THE STATE OF FL. WE HEREBY AUTHORIZE IQ POWER, DEL AIR HEATING,, AIR COND. AND ELEC. TO USE, AND SUBMIT FOR PERMIT, THE SIGNED AND SEALED PLANS AND DRAWINGS WE HAVE PREPARED FOR THE INSTALLATION OF SOLAR DHW, AND SOLAR PV SYSTEMS DESCRIBED IN PLANS DRAWN BY SCHUCO USA LP. THESE PLANS ARE FOR DHW SYSTEMS FOR FLUSH -MOUNT SLIM V, PREMIUM V ASSEMBLY 2- RAIL, SLIM V ASSEMBLY 3 - RAIL, AND PV MODULE 2 RAIL. SINCERELY J HNSO P.E. ��a�/V 71 -14 Pal Licensed and Certified Florida"Professional Engineer Robert M. Johnson P.E. # 26022 P.O. Box 479 Flagler Beach FL 32136 386-931-4523 ENGINEERING REPORT .= REVISION 11-5-09 TO — IQ POWER, SCHUCO USA LP, AND ALL FL. BUILDING DEPARTMENTS AND PLAN REVIEWERS RE — SOLAR DHW INSTALLATION MANUALS DATED 10-7-09 FOR FLUSH- MOUNT SLIM V, PREMIUM V ASSEMBLY 2 -RAIL, SLIM V ASSEMBLY 3 -RAIL, AND SLIM V ASSEMBLY 2 -RAIL THE FOLLOWING ITEMS SHOULD BE INCLUDED TO THE PLANS FOR THESE SYSTEMS. REVISED DESIGN STATEMENT: MEETS REQUIREMENTS OF FRC,. AND FBC 07, INC. 09 SUPPLEMENT FOR THE PRESSURES SHOWN ON THE PLANS. BY INC. 09 SUPPLAMENT WE CERTIFY THE PLUMBING RELATED TO THE INSTALLATION DETAIL OF HIGH LIMIT CONTROL TO BE INC., AS WELL AS DETAIL FOR TILE ROOF INSTALLATION USING SPACERS FOR STAND OFF ROOF SEALANT USED WILL NOT CONTAIN SOLVENTS WHICH CAN DAMAGE EXISTING SURFACES. ALL ROOF SEALANTS WILL BE NON PETROLEUM BASED PRODUCTS. ,r SINCERELY :.�;M •JOH10's E IysQ.,y R,0 t-HIV5O P.E. �4;:�G X22 •;A� �: • p • Z8 O • r • •. (_• ��r ��y0�� L 0....- S .p:.•��,��• D DETAIL A SCALE 1 :5 DETAIL D SCALE 1 : 10 D-7 H.� DETAIL N SCALE 1 :5 3 2 1 REVISIONS , REV. DESCRIPTION DATE 01 INITIAL RELEASE 7/7/2009 2 MODIFIED POSITION OF STANDOFF 8/11/2009 p 8 7 6 5 4 3 2 1 B J C B A I VA 6 5 SCHUCO'SLIM V SOLAR THERMAL COLLECTOR SYSTEM INSTALLATION NOTES: 1. This drawing illustrates the installation requirements for the Slim V Solar Thermal Collectors on buildings in Florida 60 -feet or less in height and at roof angles from flat up to 45 degrees. 2. The Slim V Solar Thermal Collectors have been tested to the following parameters. a. 2.007 FBC Building and Residential - structural test specification ASTM E330-02. i. Design Pressure +/- 45 psf ii. Supported with two (2) ezRail WS rails. iii. Test Report No. CTLA 1964W by Certified Testing Labs, Orlando FL. 3. See Sheet 3 for Schuco Slim V Solar Thermal Collector system "Design Pressure" and "Basic Wind Speed" notes. 4. The engineering upon which this drawing is based has evaluated the installation components and hardware currently provided by Schuco (the OEM) and listed in the Bill of Materials (BOM) and found them to meet the requirements of the 2007 Florida Building Code. 5. There shall be no substitution of other vendor materials without prior approval of this engineer through Schuco. a. This requirement does not preclude valid engineering prepared by a licensed Professional Engineer supporting an alternate installation or alternate installation components as deemed acceptable by the Jurisdiction Having Authority. 6. Plumbing shall be per Drawing Sheet 1.2007 Florida Plumbing Code shall be adhered to. Particular attention shall be given to the protection against overpressure and freezing, per Florida Mechanical Code, chapter 12. a. Plumbing installation is outside the scope if this engineer's evaluation. b. This engineer accepts no responsibility for conformance to the 2007 Florida Plumbing Code. 7. This engineer has determined that the equipment, hold-down hardware and fasteners supplied by Schuco will withstand hurricane force winds up to those depicted in tables on Sheets 4 & S. 8. Lag screw fasteners (Item No. 3) that hold the solar collector system to the underlaying roof substrate (truss or rafter) shall meet the following requirements: a. 3/8" diameter minimum Lag Screws, b. lag screws shall be minimum AISI 304 Stainless Steel, c. shall be of sufficient length to reach at least 2-1/2" of solid embedment into the substrate receiving the point. d. Installed such that the minimum edge distance to the end of rafters, beams or trusses shall not be less than 3". e. drill pilot holes in accordance with the following to avoid wood splitting (2005 NDS for wood). L Shank - 3/8" diameter ii. Root -9/32" diameter f. substrate (rafter or truss) shall be minimum Spruce -Pine -Fir with Specific Gravity of 0.42. L other species acceptable if Specific Gravity meets or exceeds 0.42. 9. When lag screw hitting the center of truss or rafter cannot be assured use option (1) or option(2) as noted below. 1. "J" bolt grabbing the truss / rafter. The "J" bolt shall meet the following requirements: a. 3/8" diameter minimum, b. bolt shall be minimum AISI 304 Stainless Steel, c. shall be of sufficient length to fully engage the bottom of the rafter or joist member, d. drill pilot holes in accordance with the following to avoid wood splitting (2005 NDS for wood). L Shank - 3/8" diameter 2. "Spanner mount" bridging/blocking between rafters. The "spanner mount" shall meet the following requirements: a. constructed of material identical to the structural framing, e.g. 2x6 rafters require 2x6 spanners b.. ez Standoff to be fastened to "spanner mount" using 3/8" diameter minimum bolts or all thread (AISI 304 Stainless Steel) c. blocking shall be attached to structural framing members using no less than 16P common wire nails per "spanner mount'; 4 per side for a total of eight (8) d. nail edge distance = 0.6" e. nail spacing = 0.75" 10. Four (4) ez L Standoffs (Item No. 6) -will be used to support each panel as follows. a. For single panel installation using two (2) ez Rails (Item No. 7): i. As depicted in Section H -H, a minimum of two (2) ez L Standoffs (Item No. 6) will be installed on each ez Rails (Item No. 7) spaced -as shown in Section C -C for a rafter spacing of 24". ii. If the rafter spacing is less than 24", additional ez L Standoffs (Item No. 6) will be installed on each ez Rails (Item No. 7) to maintain a minimum standoff to rail edge distance of 12" nominal (See Section C -C). iii. See Detail A for ez Slim Collector Clamp (Item No. 1)- installation to ez Rail (Item No. 7) using Cap Screw (Item No. 2). Four (4) clamps per collector. iv. This will result in a minimum of four (4) supports per panel duplicating the as -tested conditions. b. For multiple panel installation using two (2) ez Rails (Item No. 7): L As depicted in Section H -H, a minimum of two (2) ez L Standoffs (Item No. 6) will be installed on each ez Rails (Item No. 7) spaced as shown in Section C -C for a rafter spacing of 24". ii. If the rafter spacing is less than 74", additional ez L Standoffs (Item No. 6) will be installed on each ez Rails (Item No. 7) to maintain a minimum standoff to rail edge distance of 12" nominal (See Section C -C). iii. See Detail A & B for ez Slim Collector Clamp (Item No. 1) installation to ez Rail (Item No. 7) using Cap Screw (Item No. 2). Four (4) clamps per collector. iv. This will result in a minimum of four (4) supports per panel duplicating the as -tested conditions. 11. Installer shall adhere to requirements of FBC Chapter 1S (roofing) and best practices of the NRCA roofing and waterproofing manual to ensure that the solar installation does not cause roof leaks at initial installation or as the system "ages". 12. Installers, authorities having jurisdiction and others having questions or differing conditions, may contact the manufacturer directly. 8 ' 7 6 I 5 4 3 2 1 ITEM No. PART or DRAWING No. REQUIRED QUANTITY DESCRIPTION .. MATERIAL 1 334500FZ0000 4 PER COLLECTOR ez Slim Collector Clamp EN AW -6060* 3 2 232090KTO100 4 PER COLLECTOR Socket Head Cap Screw TYPE 304 MIN. STAINLESS STEEL 334910FZ0000 VARIES ez Rail WS 240 EN AW -6060* D i 3 ANSI 818.2.1 1 PER ezL STANDOFF 3/8" Dia. LAG SCREW TYPE 304 MIN. STAINLESS j 232364 VARIES collector Area (80.3 x 44.9 x 2.2 inches) 2-1/2" Min. Embedment STEEL 4 334510FZ0000 2 PER COLLECTOR ez Slim Collector Clip EN AW -6060* 5 221920FZ0200 1 PER ezL STANDOFF Adhesive Foam Pad Closed Cell Po yurethane Foam 6 334920FZ0000 VARIES ez L Standoff EN AW -6060* 7 334910FZ0000 VARIES ez Rail WS 240 EN AW -6060* Slim Collector 8 232364 VARIES collector Area (80.3 x 44.9 x 2.2 inches) VARIES Frame Matedal(379010FZ0000) C I I 9 232091 KT0100 1 PER ezL STANDOFF ezT-Bolt 5/16"-18UNC - 2A AISI 304 j E 10 232096KT0100 1 PER ezL STANDOFF 5/16" Hex Nut AISI 304 1 11 232094KTO100 4 PER COLLECTOR ez Anchor Block E AS6061 12 ANSI B18.22.1 1 PER ezL STANDOFF Flat Washer 3/8" ID TYPE 304 MIN. STAINLESS STEEL i I * STANDARD EQUIVALENT 2063 T - 5 3 3 B 4 3 SCALE: I Slim V Assembly 2 -Rail 2 REV _3 2 I SHEET 2 OF 5 1 7 Design Wird Pressures C B Flat Roof Notes: 2. 3. 4. Gable Roof (0:5 70) Interior Zones Roots - Zone t/Waas - Zone 4 6 h S 60 ft. Walls & Roofs Hip Roof (70< 0S 270 Gable Roof (7o< 8 S 450) End Zones Corner Zones Roots - Zone Malls - Zone 5 Roots - Zone 3 Pressures shown are applied normal to the surface, for exposure B, at h = 30 ft (9.1m), I= 1.0, and Kr = I.O. Adjust to other conditio:ts using Equation 6-2. Plus and minus signs signify pressures acting toward and aivay from the surfaces, respectively. For hip roofs with 0 < 25*, Zone 3 shall be treated as Zone 2. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower effective wind area. Notation: a_ 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h. Mcan roof height, in fcct (meters), except that eave height shall be used for roof angles <10'. B.• Angle ofplane of roof from horizontal, in degrees. I F 6 5 4 3 2 1 i 1 P� SolarCollector E D PZ1 = Figure 6-3 INTERIOR ZONES PZ2 = Figure 6-3 END ZONES PZ3 = Figure 6-3 CORNER ZONES SCHUCO SLIM V SOLAR THERMAL COLLECTOR SYSTEM "DESIGN PRESSURE" AND "BASIC WIND SPEED" NOTES: The Slim V Solar Thermal Collectors have been tested and engineered to the following Design Pressure (psf) parameters. ' 1. 2007 FBC Building and Residential - structural test specification ASTM E330-02. a. Design Pressure +/- 45 psf b. Supported with two (2) ez Rail WS rails. c. Test Report No. CTLA 1964W by Certified Testing Labs, Orlando FL. 2. The Slim V Solar Thermal Collectors installed using two (2) ez Rail WS rails as shown on this drawing are acceptable for Roofing Design Wind Pressures less than or equal to +/- 45 psf. The Slim V Solar Thermal Collectors have been evaluated to the BASIC WIND SPEED (mph) parameters shown in the tables on Sheets 4 & 5 and shall be interpreted as follows. 3. Figure 6-3 shown on Sheet 3 is from ASCE 7-05 and is based on Components and Cladding - Method 1 Design Wind Pressures. 4. Tables shown on Sheets 4 & 5 are based on a comparison of the tested Design Pressure of -the solar collectors to the Design Wind Pressures summarized in Figure 6-3 of ASCE 7-05 using the following parameters. Parameters exceeding those below will require additional evaluation by a licensed design professional. a. Importance Factor = 1, ASCE 7-05, Section 6.5.5 & Table 6-1. b. Occupancy Category = II, ASCE 7-05, Section 1.5 & Table 1-1. c. Topographic Factor =1, ASCE 7-05, Section 6.5.7 & Figure 6-4. d. Basic Wind Speeds = 110 MPH to 150 MPH. e. Exposure Category B and Exposure Category C. S. An "X" in the tables indicates that the Slim V Solar Thermal Collector is acceptable for use at the Mean Roof Height (MRH), Roof Slope and Pressure Zones. An "- -" in the tables indicates it is not acceptable for use. 6. Mean Roof Heights "story" equivalencies are depicted in the tables for reference only. 5 4 SECTION F -F SCALE 1 :64 a`',�- �•:�"" �' '�Y rte, lip `ljfj�•�"v+ IP IZV !SIZE DWG. NO. Slim V Assembly 2 -Rail SCALE: 1:33..3 3 2 REV �2 t SHEET 3 OF 5 1 C B I1 O Z B A 8 7 6 5 Wind Zone Acceptabili 150 MPH Basic Wind Speed Table 7A1 154 WK Basic lAW Speed - BiposureB FAm {ft) Roof5lope (tea) ZORe is fine-StoryhYo-Story 25 30 Three- Story 35 60 FBCcode tv13ximum 60 tvfz�mumt 1 X X X X - 0to7 2 - - - - - >27 to 45 3 - - - - - 3 i X X X X X >7 to 27 2 - - - - - X X X - x 3 -- >27 to 45 3 X X X X - 2 X X X - - 3 X X X - - Table78.i 1.50 MPH BadcWmdSpeed - osure5-Rn0(Overhang fAFJt (ft) RoofSlOpe jde�) Zone 3525 �eSto,y T"_,tory 30 Three - 35 FT We 60 tvfz�mumt 1 2 - 0 to 7 1 X - - - 3 >7 to 27 DO NOT USE >7 to 27 2 3 >27 to 45 - 1 2 >27 to 45 X 3 - X - Table 7,12 150 MPH Basic wind Speed - E*osure C MRH IN tbofS)ope (deg.) 15 25 30 35 Zone Three- FBG Code One -Story story T�vo-Story StoryNle"M 64 Zoite 1 - - - - - Ota7 2 - - - - - 1 3 - - - - Oto? 1 X - - - - >7 to 27 2 - - - - - 3 - - - - - >27 to 45 - 1 2 - - - - - X 3 - - - - - ,ate 7 02 150 MPH Basic Wind sure C - Roof Owrhag IARH {ft) Ronf5lope {dei) Zoite 15 One -Story 25 Avo-Rory 30 Three- story 35 FW, code fio tvt3idmum 1 2 X Oto? X 3 0 to 7 0to7 DO NOT USE >7 Lo 27 2 3 FBC Code Maximum - 1 2 >2710 45 X 3 X X X X - 130 MPH Basic Wind Speed Table 4A.1 130 MPH Basic Wind Speed - Exposure C- Roof Overhang 130 MPH Basic Wind Speed - Exposure B MRH (ft) Table4B.1 Roof Slope (deg.) Zone 15 2530 One -Story Two-story Three- Sto 35 60 FBC Code T ical Maximum c 1 X X X X X- 0 to 7 0to7 2 X X X FBC Code Maximum - 1 3 - X 2 X X X X - Oto7 1 X X X X X >7 to 27 2 X X X - x 3 -- X >27 to 45 1 X X X X X >27 to 45 2 X X X X X X 3 X X X X X Wind Zone Roof 130 MPH Basic Wind Speed - Exposure C- Roof Overhang 130 MPH Basic Wind Speed -Exposure B - Roof Overhang Table4B.1 100 No B lA l MRH (fi) c lag Yes 35 25 30 3S 60 Roof Slope C 16.2 3 (deg_) Zone Three- One -Story Two-story FBC Code Maximum - 1 StoryTypical X X 2 X X X X - Oto7 3 -- --- - -' -- X 3- 2 >7 to 27 2 >7to27 3tt 1x - x 23 X >27 to 45 >27to4s X --- -- -- Wind Zone Roof 130 MPH Basic Wind Speed - Exposure C- Roof Overhang erhang Exposure 100 No B lA l 0to7 c lag Yes B 16.1 2 C 16.2 3 8 - Acceptablilty Table Matirx Basic Wind Speed N 110 120 130 2A.1 3A.1 4A.1 2A.2 3A.2 4A.2 2B.1 3B.1 4 B.1 2B.2 3B.2 4B.2 Table 4A.2 130 MPH Basic Wind Speed - Exposure C- Roof Overhang 130 MPH Bask Wind Speed - Exposure C MRH (ft) Roof Slope (deg.) Zone 15 2530 One -Story Two-Story Three- Stor 35 60 FBC Code T ical Maximum 0to7 1 X X X X 2 3 Ota? 3 >7to27 - - - - 1 X X X X X >7 to 27 2 - - 1 - X X 3- X >7 to 27 2 - - 1x - x x X >27 to 45 2 X - - - - - i 3 X - - - - Table 482 130 MPH Basic Wind Speed - Exposure C- Roof Overhang MRH (ft) Roof Slope (deg.) Zone 1s is 25 Twa-Story 30 Three- StoryTypical 35 FBCCode 60 Maximum 1 2 X oto? X 3 Ota? DO NOT USE >7to27 - s - - X 2 >27 to 45 - 3 - - 4 3 2 1 Y Table Matrix 140 MPH Basic Wind Speed Tables= vwMPH Basic wind - eed- Eyposures- Roofamrliaeg- 1dO MPH 8as1L111QITd Speed- Brposure B MRH (ft) FD0f 570pe (deg.) zone 15 25 One-+StoryTLco-Story 30 Three- St0 35 FWCOde 60 Nwinium 60 Maximum 1 X X X X X Ota? 2 - - - - - X 3 - - - - - - - 1 X X X X X >7 to 27 2 - - - - - - - 3 - - - - - i X X X X X >27 to 45 Z X X X X - 3 X X X X - T3b)e5H.1 vwMPH Basic wind - eed- Eyposures- Roofamrliaeg- mtRH (ft) RoafSlope (dmf Zane � Story 25 'hvo-Story 30 ThreOne 5 o o- ry 35 Typical -FW e 60 Maximum — — 2 2 - Oto? - 3 3 DO NOT USE >7 to 27 2 3 3 3 X X 2 >27 to 45 >7to27 3 - - i2b1e5A.2 140 TAPft Bait W atd Speed-BipOsute C fvm {ft) Roof5lope {dei) I5 Zone Orte sora 25 Ttm Story 30 Three- story 35 60 F13CCode T _01 Ivt�dmum is25 One-story I X — — — — Oto7 2 - - - - - 3 3 DO NOT USE - - - 3 3 X X X - - >7to27 2 - - - - - 3 - - - - - Y X X - - - >27to45 2 - - - - - 3 - - - - - T.ible5B.2 140 MPH Basic Wind *ed- &Vosure C- Roof Ouefi ang MPJt {ft) Rouf1ope (dei} Zonernree- is25 One-story T%vo-story 30 sory 35 Fac code od • 60 rvtximum Z Oto? 3 DO NOT USE >7 L427 2 3 2 >27 to 45 3 °°ar rr i,,, , ,t f� r�' ;•/ ((mil _,i� �a', .i=` /r �S' " �qKr liO.l�f•�S" loo 1 iso SIZE DWG. NO. SA -1 7A.1' B Slim V Assembly 2 -Rail SA.2 7k2 1 58.1 76.1 ---- SB.2 7B.2 SCALE: 1:33.3 7 ) 6 5 4 3 2 REV 2 SHEEP 4 OF 5 1 X Fe B A D bo C f3 t L O 4. 0 a z t4 C t3 t i C 0 O 4. d 120 MPH Basic Wind Speed 110 MPH Basic Wind Speed Table 3AS IN IAPH 5=:= VFrnd Speed - &p _wc 5 tdRH -£x RoofSepe Idea.) Zone 15 25 OnrStory Two -Story 30 Three- Story 35 60 FBCCode T is1 htaavnum 60 htaximum I X X X X X Dto7 2 X X X x — Ides-) 3 Zone — — FBC Code — 0 i X X X X X >7 to 27 2 X X X X X Oto7 3 C: X 1 X - X i X R X X X >27to45 z X X X X X 3 3 X X X X X Tble3A-Z 120htPHBask Vrmd Speed -£x verhang Table 3B_7 C 30 ThrrySto 35 fBC Code Typicd 60 htaximum iv I htRH fFt X L X 15 25 30 35 6D Roof Slope X X X Ides-) Zone Zone — Ther FBC Code {de,S.} 0 OnrStary Two-story 1 'T - ht�xunum 4- X B Story O 3 X 3 O X Oto7 3 C: X 1 X O X X X >7 to 27- 2 X X X X 2 X X X X a27toA5 3 X X X X Tble3A-Z to a C-RoofOverhs - Roof Slope (dee) Zone C 30 ThrrySto 35 fBC Code Typicd 60 htaximum iv I X X L X X Oto? L — X X X Ides-) Zone 3 — FBC Code 6feximum X X 0 >7toz7 1 X 4- X B X O 3 X 3 O X — 3 C: X 1 X O X X X Z 2 Tble3A-Z 120 MPH E,=kWind Speed -Exp2sureC ffRH tt a C-RoofOverhs - Roof Slope (dee) Zone 15 25 Oncstory Two -Story 30 ThrrySto 35 fBC Code Typicd 60 htaximum 1 I X X X X X Oto? 2 — X X X Ides-) Zone 3 — FBC Code 6feximum X X — >7toz7 1 X X X X X 2 3 X 3 — X — 3 X X 1 X X X X X _•27to45 2 X X X X — — 3 X X X X 3 X 1 100 MPH Basic Wind Speed Table 1A.1 120 MPH BeskWindSpeed- £ a C-RoofOverhs - Teble35 Zone 15 25 One -Story Two -Story 30 Three- Story 1 35 60 FBC Code Maximum Typical 1 hi0.H {ft X X X 15 25 30 35 60 Ro�fsfope X X X X Ides-) Zone One -Story Two -Story Three— FBC Code 6feximum X X Story Story TYPk&J x 2- X X >7 to 27 Oto? 3 X X X X 2 3 X X >7to27 3 — >7 to 27 — — X 2 — — — — — >27to45 3 — — — — 1 100 MPH Basic Wind Speed Table 1A.1 100 MPH Basic Wind Speed - Exposure B MRH (ft) Table Roof Slope {deg.) Zone 15 25 One -Story Two -Story 30 Three- Story 1 35 60 FBC Code Maximum Typical 1 X X X X X 0to7 2 X X X X X One -Story Two -Story 3 X X X X X Story 1 X x X X X >7 to 27 2 X X X X X X 3 X X X X X >7 to 27 1 X XX - X X >27 to 45 2 X X x X X X X 3 X X X X I X Table 1A.2 100 MPH Basic Wind Speed - Exposure B - Roof Overhang Table 16.1 Zone MRH (f[) 30 Three- Story 35 60 FBC Code Maximum Typical 1 15 25 30 35 60 Roof Slope 01:07 2 XNX 1B.2 2B.2 3B.2 4B.2 5B.2 7B.2 X (deg.) Zone One -Story Two -Story Three- FBC Code Maximum X X 0to7 3 Story Typical X X 2 X X X X X Oto? 3 X X X X X 3 2 X X X X X >7 to 27 3 - - — - X X 2 X X X X X >27 to 45 3 X X X X X Table 1A.2 100 MPH Basic Wind Speed - Exposure C MRH (ft) Table Rool'Slope (deg.) Zone 15 25 One -Story Two -Story 30 Three- Story 35 60 FBC Code Maximum Typical 1 X X X X X 01:07 2 XNX 1B.2 2B.2 3B.2 4B.2 5B.2 7B.2 X X X 3 — — 3 X X X X 0to7 3 X X 1 X X X X X >7 to 27 2 X 1 —-- X X X 2 3 X X >27 to 45 3 X I X X 1 X z X X X >27 to 45 2 X Y. X X X 2 3 X X X X X Table 2A i 100 MPH Basic Wind Speed - Exposure C - Roof Overhang Table 1B.2 Roof Overhang MRH (ft) Basic Wind Speed MPH 100 110 120 130 140 150 35 25 30 35 60 Roof Slope Zone Yes Three- FBC Code (deg.) 1B.2 2B.2 3B.2 4B.2 5B.2 7B.2 One-StoryTwo-Story Story Maximum Typical 3 — — 2 X X X X X 0to7 3 X X X - - X 2 X -- -- -- -- >7 to 27 3 1 —-- -- - - X 2 X X X X >27 to 45 3 X I X X X Table 2A i A Wind Zone Acceptablilty Table Matirx RaofSbpe {deg-) Roof Overhang Exposure Basic Wind Speed MPH 100 110 120 130 140 150 B 1A-1 2A.1 3A-1 4A-1 5A.1 7A.1 No C 1A-2 2A-2 3A-2 4A.2 5A.2 7A-2 Yes B IBA 2B.1 3B.1 4B.1 5B.1 78.1 C 1B.2 2B.2 3B.2 4B.2 5B.2 7B.2 8 ) 7 1 6 i 5 Table 2A i 1101APHUskWind Speed -Exposure 5 MRH ft ed- RaofSbpe {deg-) Zone 35 25 One -Story Two -Story 30 Three- stm 35 60 FBC Code TypicA Minimum 1 x x x x x 0ta7 2 X X X X X 3 — — 3 X X X — — >7to27 1 X X X X X 2 X X X X X 3 3 >27to4S 1 X — X 0to7 1 X X X X X >27 to 45 z X X X X X 3 X X X X Y. Tehie 2A2 110 MPH BazkWindS ed- s�aeB-Roof4verhmn Table25.1 Y5 25 Onr Story Tvm Story 30 Three—FSCCode Stor 35 60 T, - 1 X X MRH (ft X x Ota? 2 15 25 30 35 60 RaofSbpe 3 — — — 1 X {deg -j lane One -Story Twa-Story Three- FBC cod, -=t f't.�cimum X X X Sto Ty 3 X X >27to4S 1 X X X 0to7 3 x X X X X — — 2 X X X X — >7 to 27 3 — — — — 2 X R X x X >27to45 3 X X X I X X Tehie 2A2 110 MPH B -.sic ttfind Speed - &p=ure C h1RH ft erlusig Roof Slope {dc3) Zone Y5 25 Onr Story Tvm Story 30 Three—FSCCode Stor 35 60 T, - 1 X X X X x Ota? 2 x X X 3 — — — 1 X X X X x 3.7to27 2 X X X Typka 3 X X >27to4S 1 X X X X X 2 X X X X X 3 X X X X X Slim V Assembly 2 -Rail :6 - SCALE: 1:33.3 i 4 3 2 !I♦M7 ■M REV 2 SHEET 5 OF 5 1 B A 110hiPH53!kWindSpeed -& erlusig Tabic 262 ftR}I (ft 15 ZS 30 35 60 RnsfSbpc Zone Three- F6CCode 1 {deg} OnerStory Tavo-Strny him imam Story Typka 2 X X X X Oto? 3 — 2 — — — — — >7to27 3 — — — — 2 X — — — — >27to4S 3 Slim V Assembly 2 -Rail :6 - SCALE: 1:33.3 i 4 3 2 !I♦M7 ■M REV 2 SHEET 5 OF 5 1 B A POWER OF ATTORNEY I hereby authorizey\�ZL-' �a of IQ Power, LLC. To apply for a plumbing permit under my Florida Contractors License Number CFC1428148 at the job site described below: ADDRESS 135 :�c.• k � v -::a ; h �- 7�- BY Joe Strada ". ids Denise R. LaBa Certified Plumbing Contractor "= Dommissi rr Expires p"' # DD 935151 CFC1428148 SoMed7�"'NYFQ1" ".Z 2013 ore Who is personally known to me. This instrument was acknowledged before me This Day of Ju\y ��I. Signature of notary public