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140 Sterling Pine Ct 10-1837 New SFH=-r' t.� i• IJV i I u �L, . :� tea. •` ` ,• � ,. � . D Y ` Z010 CITY OF SANFORD ` JUL BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �'b�g Ddcu a ed onstruction Value: $ Job Address: A40�.� �,,� �h� Historic District: Yes ❑ No ❑ Parcel ID: lo- zo- -z5-il - ocaoo - oL zo Zoning: Description of Work: :5A=- Vcii- wa�c_ Plan Review Contact Person: Title: Phone: ` -sti5- \aj:$ Fax: yu3--33-3- 3k:3 E-mail: Property Owner Information Name Phone: `Adq - ?,lss- o -i -c-4- Street: Resident of property? City, State Zip: 'F k -.52-4 4 -3 Contractor Information Name Phone: �-1 P - _-39,5- 1cA1r Street: 53 � Fax: `- G-1 - 333 - 395 City, State Zip: k 3z-7+ State License No.: G'%C 1-kz8 M Y Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: _ Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) . Plumbing 0_ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 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. Signature of Owner/Agent i Date 1't\(Cw '' -C k Print Owner/Agent's Name Date Denise R. LaBarr 4Y8. CommlSSlon # DD 935151 Expires October 22, 2013 GWedThmftyFeinInsurance800.3857019 Owner/Agent is Personally Known to Me or Produced ID ✓ Type of ID drt u, kk, APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Print Contractor/Agent's Name moi- q- w Signature of Notary -State of Florida Date kti�Y �YDenise + , LaBarr Commi sion# DD 935151 VV -S") Expires October 22, 2013 4,R ,� Bonded Thru Troy Fain Ina mme 800385.7019 Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING A �t��t��tw�1�l�1Ng111NNiMN�I�I�MIMINM MRRYAI#E MORSEL CLERK OF CIRCUIT COURT SEMINOLE COWN THISINSTRUMENT PREPARED BY: BK 07413 PB 0542; Upg) Name, �er\,,.,e i,— Irv, CLERK'S # 2010080528 Address: 5'3 � RECORDED 07/14/2010 11154145 AN SEAENOLE COUNTY REp�ING �S 10.00 State of Florida FLORIDA'S NATURAL CHOICE RECORDED BY T Snith NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) 1(i -2o 30 -5711 - oaUo — ola zo 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) u 2 J 4 Ul, i . Qa 5"A s °13 _I A.. ct GENERAL DESCRIPTION OF IMPROVEMENT Selo. wcA- \,ecxk OWNER INFORMATION 3 Name and address: to 1 <,�� t ��10 �+��I �„ ",e ter _ ��ti�a , � 3 zi �nV CONTRACTOR Name and address: LCL 3 Persons within the State of Florida Designated by Owner upon whom notice or other documents by Section 713,13(1)(b), Florida Statutes. Name and address: In addition.to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. ook AR o f cU1�' Ev \0� mFRK c\,R�N('l OR ved as: provided find To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. of 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 AN. ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF SEMINOLE azlll /& *'X �&/ y\ v c ea- t OWNERS SIGNATURE OWNERS 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 �'3 day of _,2016 by %\ ��c0.� Who is personally known to me Name of person making statement \ OR who has produced identification dr.vc. VCeKae- type of identification produced GGA — (o r-- g5_L_0 VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES, UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE B�E�%SST OF MY KNOWLE GE AND BELIEF. SI NATURE OF NATURAL PERSON SIGNING ABOVE '$� k+Yh1k., Denise R. La6arr Com- Expir�eEXgberission # D22, 0151 Owed Tluu Troy Fein Insura 3857019 Notary Signature �L `�1 Tic, - COLA -- 68 - C1-5`4- 6 POWER OF ATTORNEY I hereby authorize ac >r.Dvv-p-k< of IQ Power, LLC. To apply for a plumbing permit under my Florida Contractors License Number CFC1428148 at the job site described below: ADDRESS \�'1� �4c,-��►� �c a , BY Joe Stra 19ft, Certs umbin Contractor ag ?D 93,51CFC1428148 28p0'13o�s Who is personally known to me. This instrument was acknowledged before me This Day of �U�y Zo1U Signature of notary public Tel: 407-585-1018 Sanford, Florida 32771 Fax: 407-333-3853 STATE CERTIFIED # CFC1428148 Powe www.igpower.net smart. solar. energy. t � Prepared For: Q%!. �o�/_( Date: d Installation Address: ' ,' City: _��/ State: Zip: Home Phone: le'7 — Cell Phone: 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. Collector Packgage Mounting Slim Line Collector(s) A-1— ezFlush Mount Sets Premium Line _je ezMounting Rail Kit Collector(s) Collector connector Collector array connector Expansion tank w/wall bracket 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. and circulating pump. 120 Gallon SolarTank 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: Yj I-V J0 Suggested Retail ,t aG4rl Options/Discounts _15W, Additional Items 20" Total Investment Deposit Balance Ile Payment Type 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 HEREBY ACKNOWLEDGE THAT I HAVE READ THE FOREGOING AND AGREE TO THE TERMS THEREOF. A V Buyer Dat Energy ConsultantDate of Buyer Date fficer Au Ization - Dat? Q Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=10203051100000620&cp... 7/9/2010 DAVIDJfO�HNSDN;C A.ASA PROPERTY MILT aorto ,a 1w I Oh AISER '� ai et J �wi 2 N *_ < / SEIMINOLE COUNTY.Ft- SANFORD, � �J00-00R0 h 'iV,b`•� -� 1101 E, ST TRACTS } FL 92771-1468 3 407-66�Sa-7506 8) TRM:TA 89 t t X71 67 7 ,•, VALUE SUMMARY VALUES 2010 2009 GENERAL Working Certified Value Method Cost/Market CosUMarket Parcel Id: 10-20-30-511-0000-0620 Number of Buildings 1 1 Owner: REAL JOSE M & ALICIA D L Depreciated Bldg Value $107,402 $116,831 Mailing Address: 140 STERLING PINE ST Depreciated EXFT Value $1,429 $1,497 City,State,ZipCode: SANFORD FL 32773 Land Value (Market) $20,000 $26,000 Property Address: 140 STERLING PINE ST SANFORD 32773 Land Value Ag $0 $0 Subdivision Name: STERLING WOODS Tax District: S1-SANFORD Just/Market Value $128,831 $144,328 Exemptions: 00 -HOMESTEAD (2002) Portablity Adj $0 $0 Dor: 01 -SINGLE FAMILY Save Our Homes Adj $0 $18,800 Assessed Value (SOH) 1 $128,8311 $125,528 Tax Estimator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $128,831 $50,000 $78,831 Schools $128,831 $25,000 $103,831 City Sanford $128,831 $50,000 $78,831 SJWM(Saint Johns Water Management) $128,831 $50,000 $78,831 County Bonds $128,831 $50,0001 $78,831 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2009 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp Qualified Tax Amount (without SOH): $2,033 SPECIAL WARRANTY DEED 02/2001 04011 0389 $128,400 Improved Yes 2009 Tax Bill Amount: $1,667 WARRANTY DEED 09/2000 03929 0084 $327,000 Vacant No Save Our Homes (SOH) Savings: $366 2009 Certified Taxable Value and Taxes Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 20,000.00 $20,000 LOT 62 STERLING WOODS PB 54 PGS 93 THRU 95 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 2001 7 1,874 2,328 Sketch 1,874 CB/STUCCO FINISH $107,402 $111,587 Appendage / Sgft GARAGE FINISHED / 418 Appendage / Sgft OPEN PORCH FINISHED/ 36 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/GONG FL 2001 240 $1,429 $2,040 NOTE: 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 property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=10203051100000620&cp... 7/9/2010 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 -1940 NORTH MONROE STREET .��.� TALLAHASSEE FL 32399-0783 STRADA, JOSEPH H JR IQ POWER LLC 215 CLERMONT RD LAKE -MARY FL 32746 Congratulations! With this license you become,one of the nearly one million Floridians licensed by the Departmentof Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants; and they keep Florida's economy strong. Every day we work -to improve.the`way-we'do bus!ness-in orderto�erve you-be6%6r. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and -the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our -mission at the Departmeot.LsL,icerise.F-fficiej3tly,_Regulate.F_airly...We. constantly strive to serve you better so that you can serve 'your customers. Thank you for doing business in Florida; and congratulations -on your new license! DETACH HERE ON!f ,4;�, . \ti/. <`•3�J\\ �(.uFJ` yi:.4� ,t�y I �r S(�,,�� /-.�(�-,. ,fir` 'E ty'.�,�y*r .� ai' 'ir �J C�'�� '�:�'�-� �l'�� 1�� t'�'l�i � �` lr�' _'�'.i'h1'� t'�' �+ � �� ,�+ '..t'S+.J`?�:1 ��F `.�'��?'�VL _`�r� 'r r' •es- x�l��Jg�w tx:) ' )ham/ t '"ti`' (�� - aQ�„i X) `*:'' tom) �/ tom)\'�/ t x) �'K.� t •)�'r``i (�/ t1 "'Y' ant I ��y_!t��F".rt��1"�*'/�:w:�;��}�w. C�l� a.6 TizJ , � - �f �F ?, H'_il � .;tf � �'+�-' '�'J�t'..c7�•3F _� �M�'� hFJ. t IQC,. CITY OF SAN FO RD Building & Fire Prevention Division PO Box 1788, Sanford, FL 32772-1788 10 LOCAL BUSINESS TAX RECEIPT ORIGINAL TAX RECEIPT�.MUST BE DISPLAYED ON PREMISES IQ POWER LLC 531 CODISCO WAY SANFORD FL 32771 BUSINESS TAX RECEIPT VALID FROM OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 This receipt is a local business tax only. It does not permit the local business taxpayer to violate :any. existing:zo[>!ing_ox:regulatorJaws of•thestate arcountyLgor does=it,exemp� the _ .• business taxpayer from any other license or permits required by law. Delinquent penalties are applied October 1. Issue Date: Business Location: Control Number: January 13, 2010 531 CODISCO WAY 0021919 Receipt Number Classification Receipt Amount Penalty Amount Total 00031435 MRRET MERCHANT RETAIL 328.00 .00 328.00 RESTRICTION SOLAR WATER HEATING SALES COMMENT STATE LICENSED CONTRACTOR TO DO INSTALL 00032295 5030A CONTRACTOR 1-4 EMPLOYEES 100.00 .00 100.00 =• t i :• :s rt: SEMINOLE COUNTY BUSINESS TAX RECEIPT RAY VALDES, SEMINOLE COUNTY TAX COLLECTOR PO Box 630 ■ Sanford, FL 32772-0630 • Telephone: 407-665-1000 www.seminotetax.org JOSEPH STRADA IQ POWER LLC 531 CODISCO WAY SANFORD, FL 32771 JOSEPH STRADA (OWNER) VALID THROUGH 09/30/10 Account #:172069 REGULATED State LieX - CFC1428148 Qualifier- JOSEPH STRADA ** CITY LICENSE REQUIRED ** 11 Receipt #:10402010011205072 Amount Paid: $ 45.00 Date Paid: 01/12/2010 11 BUSINESS OWNER, PLEASE NOTE THE FOLLOWING: o DISPLAY THE ABOVE RECEIPT PROMINENTLY: This Business Tax Receipt shall be displayed conspicuously at the place of business in such a manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Upon failure to do so, the business shall be subject to the payment of another business tax for the same business or profession. o RENEW THIS TAX BEFORE IT EXPIRES: Pursuant to Florida Statutes, all Business Tax Receipts shall be issued by the Tax Collector beginning August ? of each year, and it shall expire on September 30`h of the succeeding year. Those Business Tax Receipts issued as renewal accounts beginning October 1S` shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter, until paid; provided that the total penalty shall not exceed 25% of the business tax for the delinquent establishment (Florida Statute [FS] 205.053 [1]). A 25% penalty shall be imposed on any individual engaged in any new business or profession without first obtaining a Seminole County Business Tax receipt. (FS 205.053 [2]) This Business Tax -Receipt is only a receipt for business taxes paid. It does not permit the taxpayer to violate any existing regulatory or zoning laws of the state, county, or municipality, nor does it exempt the taxpayer from any other required licenses, registrations, certifications, or permits. Business Tax requirements are subject to legislative change. o REPORT ALL CHANGES: The holder of this Business Tax Receipt is required to report a change in the following: Ownership, Business Location, Mailing Address, or any other information that would alter the status of the current year's taxes. This includes, but is not limited to, the loss of or a change in a State License which was used to qualify for the business activity and/or occupation identified on the current County Business Tax Receipt. If you have any changes to report, contact the Business Tax Department at 407-665-7636. DENISE LABARR 531 CODISCO WAY SANFORD, FL '32771 County Services Building Wilshire Plaza Oak Groves Shoppes ShelMar Pro£1 Building ' Commons at Primera 1101 E First Street 384 Wilshire Blvd 995 N SR 434 Suite 505 1490 Swanson Dr #100 845 Primera Blvd Sanford, FL 32771 Casselberry, FL 32707 Altamonte Springs, FL 32714 Oviedo, FL 32765 Lake Mary, FL 32746 . CLIENT NAME I - ADDRESS I tI- I i i I Hl - I 4 •I i II I ( ' I 1► 1 1 1. __.L—_. _. ` I i I i,�—,ice_ �l--J_..�-- I 1 —�--•- _I__ XF ' '� I I ( i� � i f� L I • i I I f! ' — I 1 � i r�i— —1 i—�f—T•— s I I--`�� irl •Licensed and Certified Florida Professio_ n_al-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 — HS3 Z>kc tr- 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 DEAR, LOAD RATINGS OF THE BUILDING, ROOF OR FOUNDATION. SINCERELY R.M. JOHNSON P.E. _;♦♦�S �NSQ�/t�i E •,, • zti 16 . 0lop O •�� i �. • CO OQ; • �� iFESS% ' ♦♦♦ • *[, � � ^T� \ � \ � > .`� tis .� ,s �� 111`� 1 'N" .. � w.�AYz�o!'�'-1 l_ . .'. `w ' moi - \\i:J .�•'' ' .. � �� _.� �v 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 tiQ:` :R M JOHNV Q,N P.E. r�K �i19'v�` �Y .� 4 d - �{4 Y L' ' K J � � ` a i � e ��YN`""• �-, �: Licensed and Certified Florida Professiehai.;ngineer 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. SINCERELY, -' R.M: ;OHNSONP E: 3 �. C B A 8 7 DETAIL B SCALE 1 :5 Rafter Spacing 24" O.C. TYP System C.;lvatler n 0 F2 at _, 6 5 4 3 2 1 REVISIONS REV. I N DATE n2 "'of) G — I 17 DETAIL A SCALE 1 : 5 DETAIL D 7 SCALE 1 : 10 5 NIN 6 I I B D H ; C I 1 ' DETAIL N SCALE 1 :5 PERMIT # - 93 rr DATE; 7/1r/,1) A J3 — —' -- — 1 L IVIUA Nominal p DETAIL M i 2.. SCALE 1 :5 N M FAert M. Johnsen llcrosed Florida Professional Engineer #26022 P.O. Box 479 Flagler Beach, FL 32136 B (f) (336) 439-5813 (0) (386) 439-5817 (Cell) (386) 931-4523 l � Com, 'I'�l:I��•�' -i � • � . SECTION H -H bf/��'' '� •"'••�� SCALE 1 :20 p. - .T—_i_.._-_.--_-_._.___....___-_ UNLESS OTHERWISE SPECIFIED PROPRIETARY AND CONFIDENTIAL TOLERANCES ARE IN MM: THE INFORMATION CONTAINED IN THIS � DRAWING IS THE SOLE PROPERTY OF SCHUCO CHUCO 32920 Alvaradci-Ni Rd:, Suite 25D, -.Union City, CA 94587 SCHUCO USA L.P. ANY REPRODUCTION " FRACTIONAL± 1/16 IN PART OR AS A WHOLE WITHOUT THE TITLE: ANGULAR: -I' WRITTEN PERMISSION OF SCHUCO USA LP . j f • 1f . BEND ±I' IS PROHIBITED. /{ X.± 1.0 xx±.25 ALL APPROVALS ARE ELECTRONIC Slim V Assembly 2 -Rail Installation .XXX± .127 or-uwN BY: R. -01- DATE: 8/5/2009 Drawing I THIRD ANGLE PROJECTION MATERIAL- SIZE DWG. NO. REV ' FINISH: ; I _ B Slim V Assembly 2 -Rail 2 DO NOT SCALE DRAWING (SCALE: 1:33.11SHEET 1 OF 5 8 7 6 5 4 3 2 1 I . �SCHUCO SLIM V SOLAR THERMAL COLLECTOR SYSTEM INSTALLATION NOTES: I1. 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. D i a. 2007 FBC Building and Residential - structural test specification ASTM E330-02. 1 L Design Pressure +/- 45 psf ii. Supported with two (2) ezRail WS rails. iii. Test Report No. CTLA 1964W by Certified Testing Labs, Orlando FL. 13. See Sheet 3 for Schuco Slim V Solar Thermal Collector system "Design Pressure" and "Basic Wind Speed" notes. 14. The engineering upon which this drawing is based has evaluated the installation components and hardware currently provided by Schuco I (the OEM) and listed in the Bill of Materials (BOM) and found them to meet the requirements of the 2007 Florida Building Code. 1 15. 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. 16. Plumbing shall be per Drawing Sheet 1. 2007 Florida Plumbing Code shall be adhered to. Particular attention shall be given Ito the protection against overpressure and freezing, per Florida Mechanical Code, chapter 12. I a. Plumbing installation is outside the scope if this engineer's evaluation. 1 b. This engineer accepts no responsibility for conformance to the 2007 Florida Plumbing Code. I 7. This engineer has determined that the equipment, hold-down hardware and fasteners supplied by Schuco will withstand hurricane force C 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). 1 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 "1" 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). B i. 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 thfead (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" 110•. Four (4) ez L Standoffs (Item No. 6) -will be used to support each panel as follows. I a. For single 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 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): 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". A ( 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 i 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 i Cap Screw (Item No. 2). Four (4) clamps per collector. Iiv. This will result in a minimum of four (4) supports per panel duplicating the as -tested conditions. 111. Installer shall adhere to requirements of FBC Chapter 15 (roofing) and best practices of the NRCA roofing and waterproofing manual to Iensure that the solar installation does not cause roof leaks at initial installation or as the system "ages". 112. Installers, authorities having jurisdiction and others having questions or differing conditions, may contact the manufacturer directly. 7 6 5 I 7 6 5 4 ' 3 01 ITEM No. I PART or DRAWING No. I REQUIRED QUANTITY I DESCRIPTION MATERIAL 1 334500FZ0000 4 PER COLLECTOR ez Slim Collector Clamp EN AW -6060* 2 232090KT0100 4 PER COLLECTOR Socket Head Cap Screw TYPE 304 MIN. STAINLESS STEEL 3 ANSI 818.2.1 1 PER ezL STANDOFF 3/8" Dia. LAG SCREW TYPE 304 MIN. STAINLESS 2-1/2" Min. Embedment STEEL j 4 334510FZ0000 2 PER COLLECTOR ez Slim Collector Clip EN AW -6060* I 5 221920FZ0200 1 PER ezL STANDOFF Adhesive Foam Pad Closed Ce Polyurethane'! Foam 6 334920FZ0000 VARIES ez L Standoff EN AW -6060* 7 334910FZ0000 VARIES ez Rail WS 240 EN AW -6060* 4 JILC L B SCALE: 1 3 NLESS * STANDARD EQUIVALENT ,6063 T - 5 NO. Slim V Assembly 2 -Rail 2 3. REV 2: SHEEP 2 O 1 7 C B A Slim Collector 8 232364 VARIES collector Area VARIES (80.3 x 44.9 x 2.2 inches) Frame Material(379010FZ0000) 9 232091 KT0100 1 PER ezL STANDOFF ezT-Bolt 5/16"-18UNC - 2A AISI 304 10 232096KT0100 1 PER ezL STANDOFF 5/16" Hex Nut AISI 304 11 232094KT0100 4 PER COLLECTOR ez Anchor Block AS6061 12 ANSI B 18.22.1 1 PER ezL STANDOFF Flat Washer 3/8" ID TYPE 304 MIN. Si STEEL 4 JILC L B SCALE: 1 3 NLESS * STANDARD EQUIVALENT ,6063 T - 5 NO. Slim V Assembly 2 -Rail 2 3. REV 2: SHEEP 2 O 1 7 C B A C B A W 7 Figure 6-3 Design Wind Pressures Enclosed Buildings Flat Roof Gable Roof (0:5 70) 6 h5 60 ft - Walls & Roofs Hip Roof (7c1<0 5 27°) Gable Roof (70< 8 5 450) Interior Zones End Zones Corner Zones Roofs - Zone tlWaas -Zone 4 Roots - Zone VoValls - Zone 5 Roofs - Zone 3 Notes: 1 • Pressures shown are applied normal to the surface, for exposure B, at h = 30 ft (9.1m), I= 1.0, and K. = 1.0. Adjust to other conditions using Equation 6-2, 2. Plus and minus signs signify pressures acting toward and nivay from the surfaces, respectively. 3. For* roofs with 0 < 25°, Zane 3 shall be treated as Zone Z 4. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the toyer effective wind area. 5. 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 fbet (meters), except that cave height shall be used for roof angles <10'. 0. Angle of plane of roof from horizontal, in degrees. 0 7 6 5 4 1 3 2 NEW 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 & S 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.S & Table 6-1. b. Occupancy Category = II, ASCE 7-05, Section 1.5 & Table 1-1. c. Topographic Factor = 1, ASCE 7 -OS, Section 6.S.7 & Figure 6-4. d. Basic Wind Speeds = 110 MPH to 150 MPH. e. Exposure Category B and Exposure Category C. 5. 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 E SIZ ( DWG. NO. SCALE: 1:33.3 3 SECTION F -F SCALE 1 : 64 for X N Slim V Assembly 2 -Rail VA I REV 2 SHEET 3 OF 5 1 C B A 0 to s L W O i 8 7 6 150 MPH Basic Wind Speed Table 7A1150 MPH Basic Wind Speed - Exposure B W Poof90pe {ded) Zone 15 OrteStory i 30 Three- Story 35 60 FBC Code Maximum 35 FBCCode I X x x s Oto7 2 — — — g 3 v — — — — 2 i X X X O >7 to 27 2 — H• — — — >7 to 27 O — — — O >7 to 27 1 X x X X — >27t045 O X X X Z X to s L W O i 8 7 6 150 MPH Basic Wind Speed Table 7A1150 MPH Basic Wind Speed - Exposure B TARN {ft) Poof90pe {ded) Zone 15 OrteStory 25 Taro Story 30 Three- Story 35 60 FBC Code Maximum 35 FBCCode I X x x x - Oto7 2 — — — — — 3 — — — — — 2 i X X X X X >7 to 27 2 — — — — — >7 to 27 3 — — — — — >7 to 27 1 X x X X — >27t045 2 X X X — — X 3 X X X — — Iame7t7.1 130 MPH Basic Wind Speed - Exposure8-Roof Overhang, TARN {ft) 0 mum Roof90pe (dei) Zone 15 One -Story 2530 TUTroStory Three- Sto 35 FBCCode 60 Maximum 3 — — — 2 X oto? — 3 2 — — — — DO NOT USE >7to77 2 3 — 1 3 2 >27 to 45 X X 3 — — — — 5 4 Wind Zone Acceptability Table Matrix Table 7A2 7:50 rmH Bask vv)rid Speed - ErpOsure C MRH {ft) Fbof g.) {deg) 15 25 30 35 Zone Three- FBCCode Orto-Story TtsoStory Story 0 mum RaofSlope {de&) 1 — — I — — — oto7 2 — — — — — 6o fvtan 3 — — — 2 X 1 X — — — — >7 to 27 2 — — — — — >7 to 27 3 — — — — — — 1 3 >27 to 452——-3 A—_ X X 3 — — — — Table 76z 150 NIPH Basic Wind ure C - Roof Overhang MRH {ft) Table 4B1 RaofSlope {de&) Zone 1525 One -Story Avo-Story 30 Three- 520V 35 FBC Code I Typical 6o fvtan X 2 X Oto? X 3 2 DO NOT USE >7 to 27 2 3 — 1 3 2 >27 i0 45 X X 3 2 3 — 130 MPH Basic Wind Speed Table 4A1 130 MPH Basic Wind Speed - Exposure C - Roof Overhang 130 MPH Basic Wind Speed -Exposure B MRH (ft) Table 4B1 Roof Slope (deg.) Zone 15 25 One -Story Two-story 30 Three- StoryTypical 35 60 FOC Code Maximum 1 1 X X X X X Oto? 2 X X X FBC Code Maximum — 1 3 StoryTypical X X X >7 to 27 2 3 — 1 X X X X X >7 to 27 2 X X X - >7 to 27 3 -- -- -- -- -- >27 to 4S 3 X — 1 X X X X X >27 to 452 X X X X X X X 3 X X X X X Table 4A.2 130 MPH Basic Wind Speed - Exposure C - Roof Overhang 130 MPH Basic Wind Speed - Exposure 8 - Roof Overhang Table 4B1 Zone 15 25 One -Story Two -Story 3035 Three- StoryTypical 60 FBC Code Maximum oto7 1 MRH (ft) X Roof Slope X 15 25 30 35 60 (deg.) Zone One -Story Two-story Three- FBC Code Maximum — 1 X StoryTypical X X X >7 to 27 2 3 — — Oto? — — 3 - 1 X 1 X X X X >27 to 45 >7 to 27 3 -- -- -- -- -- >27 to 4S 3 X — - — 3 — --- --- -- -- Table 4A.2 130 MPH Basic Wind Speed - Exposure C - Roof Overhang 130 MPH Basic Wind Speed - Exposure C MRH (ft) Roof Slope (deg.) Zone 15 25 One -Story Two -Story 3035 Three- StoryTypical 60 FBC Code Maximum oto7 1 X X X X 2 C 1B.2 28.2 3B.2 4B.2 5B.2 78.2 3 3 DO NOT USE >7 to 27 — 3 — 1 X X X X X >7 to 27 2 3 — — — — — 3 - 1 X 1 X X X X >27 to 45 2 X — — - - - — 3 X — - — Table 4B2 130 MPH Basic Wind Speed - Exposure C - Roof Overhang MRH (ft) Wind Zone Acceptablilty Table Matirx Roof Slope (deg.) Zone 15 One -Story 2530 Two-Story Three- StoryTypical 3S FBC Code 60 Maximum C M2 2A.2 3A.2 4A.2 5A.2 7A2 2 B 1B.1 2B.1 36.1 4B.1 5B.1 78.1 0 to C 1B.2 28.2 3B.2 4B.2 5B.2 78.2 3 x DO NOT USE >7 to 27 2 3 — — - - 2 >27 to 45 3 3 — — 3 — 3 2' 140 MPH Basic Wind Speed I Tab! e5A1 140 MPH Basic W(Od Speed- a B- FD00wedwq 140 wit iffasict And Speed -Exposures MRH ift) Wind Zone Acceptablilty Table Matirx RDof Slope {dam } Roof Overhang Basic Wind Speed (MPH) Exposure 100 110 120 130 140 150 35 FBC Code B 1A.1 2A.1 3A.1 4A.1 5A.1 7A.1 No C M2 2A.2 3A.2 4A.2 5A.2 7A2 X B 1B.1 2B.1 36.1 4B.1 5B.1 78.1 Yes C 1B.2 28.2 3B.2 4B.2 5B.2 78.2 8 t 7 I 6 5 3 2' 140 MPH Basic Wind Speed I Tab! e5A1 140 MPH Basic W(Od Speed- a B- FD00wedwq 140 wit iffasict And Speed -Exposures MRH ift) 2-5 Ttro Story RDof Slope {dam } Zone 15 25 One Story 7tyo-stary 30 Three- StoryMaximum 35 FBC Code 60 60 Maximum 1 X X X X 3 x Oto? 2 — — — — - - — >27 to 45 3 3 — — 3 — — — — — >7to27 1 X x X X 2 — X 2 — — — — — — 3 — — — — — 1 X X X X X >27 to 45 2 X X X X — 3 Y. X X X — Table 58S 140 MPH Basic W(Od Speed- a B- FD00wedwq ivtRH'{ft) 2-5 Ttro Story RoOP90pe {deg) Zone 15 OrteStory 2530 hyo-5tary Three- Sto 35 FBC Code -cal 60 Maximum 2 — 2 — Ot07 TtvroStory 3 CM DO NOT USE >7 to 27 2 3 X X - - 2 >27 to 45 — 3 — — 3 — 4 DWG. NO. Slim V Assembly 2 -Rail SCALE: ) 3 Tab 1e5,5.2 140 MPH Bas[ Watd Speed - EXposure C rvm {ft) Roof9ope {dew) Zone ct a Story 2-5 Ttro Story 30 Three- Story 35 60 BCcode •FSTwo] Jvbdmum 01o7 I x - - - - 2 — — — — — TtvroStory 3 — CM mo i X X X - - >7to27 2 — — — — — 3 — — — — — >1to27 I X X — — — >27 to 45 2 — — — — — 3 — — — — — 0 t �•\i r�i/�• 4 r � L lei, ' l� •iJ7 t{ l • •,..ii s�rrr4rrr .. 2 REV '2 SHEET 4 OF 5 1 X C B A 140 MPH Base Wind d- bcposure C- Roof Ovedwarig Table58.2 wit {ft) ROOf90pe Is 25 35 60 {dam) torte Crie-Story TtvroStory re CM mo 2 0107 3 DO NOT USE >1to27 2 3 2 >27 to 45 3 0 t �•\i r�i/�• 4 r � L lei, ' l� •iJ7 t{ l • •,..ii s�rrr4rrr .. 2 REV '2 SHEET 4 OF 5 1 X C B A C C B A I 7 6 5 4 3 I i 120 MPH Basic Wind Speed 110 MPH Basic Wind Speed T bf a 3A1 Exposure 1ZO htPH Brac VAnd 5pecd - Expxure 5 AIRH ure5-ReefOuerhen- Roof Slope Zone is 25 One -Story Two -Story 3035 Thr.e Story 60 FBCCodc •r - Maximum Oto? I X X X X X Oto7 2 X X X X - [deg.} 3 - - - X X X 1 X X X X X >7 to 27 2 X X X x X 2 3 - - - >T to 27 2 - X Y X X I X X X r27to45 2 X X X X X 3 X X X X X T bfe3A2 Exposure 120ttPHBesicWind Speed -Ex ure5-ReefOuerhen- Tabi r 3133 Zone 1525 On rStary Two -Story 30 qtr ee- ory 35 60 FBC Cade Marim tars 1piw Oto? 1 h1RH )ft X X X is 25 3035 BD Raof5lope 3 X X X [deg.} Zone OrsrStory Two-StoryT Three-FBC Cod e hUximum X X X Sto : 2 2 X X X X X Oto7 3 - - X 1 X 2 - - - - - >T to 27 2 X X X Y. 2 - - 3 1 Y. >27to45 3 X X X X T bfe3A2 Exposure 12oMPHBasic VIindSperd-&posureC ATRH ft a C-RoofOerrhe Roof Slope - Zone 1525 On rStary Two -Story 30 qtr ee- ory 35 60 FBC Cade Marim tars 1piw Oto? 1 X X X X X 2 - 35 50 RaafSiope 3 X X X - - a7to27 1 X X X X X 2 2 2 3 X - - - 3 - - X 1 X X X X x >27to45 2 X X X Y. - - - 3 1 Y. X X X - 100 MPH Basic Wind Speed Table 1A,1 Exposure 120 MPH besk iindSpeed-F a C-RoofOerrhe Tebl e 362 Zone 15 2S One -Story Two-story 303.1 Three- Story 60 FBC Code Maximum Typical 0to7 1 ATRIf )ft X X X IS 25 30 35 50 RaafSiope 3 X X X X Zone One -Story Two -Story Three- FBC Code Maximum X X X StoryT� >7 to 27 2 2 X - X - - Oto? 3 - - X X X 2 2 X X 1 >7 to 27 3 - - X X >27 to 45 2 - - - - - r27to45 3 X 3 X I X 100 MPH Basic Wind Speed Table 1A,1 Exposure 100 MPH Basic Wind Speed - Exposure B MRH (ft) Table 16.1 Roof Slope (deg.) Zone 15 2S One -Story Two-story 303.1 Three- Story 60 FBC Code Maximum Typical 0to7 1 X X X X X 2 X X X X X (deg.) 3 X X X X X Maximum 1 X X X X X >7 to 27 2 X X X X X 3 3 X X X X 2 X X 1 X X X X X >27 to 45 2 X X X X X X 3 X I X X X X Roof Overhang Exposure 100 MPH Basic Wind Speed - Exposure 6 - Roof Overhang Table 16.1 C MRH (ft) BC 4A.1 3A.2 4A.2 15 25 30 35 60 Roof Slope ( 2 X X X X X (deg.) 3 (deg.) Zone One -Story Two -Story Three- FBC Code Maximum 1 X X Story Typical ical X >7 to 27 2 X X X X X Oto? 3 X X X X X 2 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 Roof Overhang Exposure No B C Yes BC 4A.1 3A.2 4A.2 Wind Zone Aca 100 110 1A.1 2A.1 1A.2 2A.2 113.1 26.1 16.2 26.2 i Table 1A2 ablilty Table Matirx Basic Wind Speed N 120 130 3A.1 4A.1 3A.2 4A.2 313.1 413.1 3B.2 46.2 X ( Table 1A2 100 MPH Basic Wind Speed - Exposure C MRH (ft) Table RoofSlope (deg.) Zone 15 25 One -Story Two -Story 30 Three- Story 35 60 FBC Code Typical Maximum Oto? 1 X X X X X 2 X X X X X (deg.) 3 X - FBC Code Typical cal Maximum 3 X X x - 2 X X 1 X X X X X >7 to 27 2 X X X X X 3 3 - - - X 2 X X X 1 X X X X X >27 to 45 2 X X X X X X 3 X X x X X 140 5A.1 5A.2 513.1 513.2 6 150 7A-1 7A.2 76.1 76.2 3 Table 7a I 100 MPH Basic Wind Speed - Exposure C - Roof Overhang Table 18.2 Zone- MRH (ft) 30 Three- Story 35 60 FBC Code T -tai IAarimrm Oto? 15 25 30 35 60 Roof Slope x x Oto? 2 (deg.) Zone One -Story Two -Story Three- Story FBC Code Typical cal Maximum 3 X X x - 2 X X X X X Oto? 3 X X X - - 2 2 X - - - - >7 to 27 3 - - - - - X 2 X X X X - >27 to 45 3 X I X X X - x 140 5A.1 5A.2 513.1 513.2 6 150 7A-1 7A.2 76.1 76.2 3 Table 7a I 110 MPHBescWind Speed -Exposure 8 tdRH ft ed -Ex Roof slope [deg-) Zone- 15 25 One-story Two-story 30 Three- Story 35 60 FBC Code T -tai IAarimrm Oto? 1 X x x x x Oto? 2 X X x X X 3 X X x - - >7to27 1 x X X X X >7 to 27 2 X X. X X X 3 2 1 X X X X I X >27 to 45 2 X X X x X X 3 X X X X Y. 4 Table 2A2 110 MPHBcicViindS ed -Ex ss-ae5-RoofOverh Table261 1-'` 25 0nr5tor y AxrStor ySt 30 Three- 35 60 FBCCod c T• - M�cinrum Oto? 1 X x hTRH (ft) X X 2 X X X 35 60 15 25 30 35 60 Roof Slope Idea.} - >7to27 1 X Vita-) Zone Two Story Three- FBC Code I.taTamum 2 3 X !Story T -cml 3 2 X. X X X X Dto7 3 X X X X X X 2 X X X X. - >7 to 27 3 - - - - 3 2 x X X x x y27 to 45 3 1 X X I X I x x 4 Table 2A2 110 MPH 8e3tc Wind Speed - Exposure C MRH fft C- Roof Overh Roof Slopc Idea.) Zone 1-'` 25 0nr5tor y AxrStor ySt 30 Three- 35 60 FBCCod c T• - M�cinrum Oto? 1 X x X X X 2 X X X 35 60 ReofSbpe Idea.} - >7to27 1 X X X X X 2 X X X 2 3 X X - oto? 3 1 X X X X X 2.27to45 2 X X X X X X - 3 X X X X X .tfs.y�� °•t vs 0 ' o go Gr t*1 01 fF'`-• I SIZE DWG. NO. i REV 6 Slim V Assembly 2 -Rail 2 SCALE: 1:33.3 -- SHEET 5 OF 5 r J L 3 110hTPH&sicWindSpeed -& C- Roof Overh TebTe 262 tiRH (ft is 25 30 35 60 ReofSbpe Idea.} Zone- On -Story Two -Story Three— FBC Code htaximum Stor T �,1 2 X X, X X - oto? 3 2 >7to27 3- - 2 X - - - - >27tn45 3 x .tfs.y�� °•t vs 0 ' o go Gr t*1 01 fF'`-• I SIZE DWG. NO. i REV 6 Slim V Assembly 2 -Rail 2 SCALE: 1:33.3 -- SHEET 5 OF 5 r J L 3 4 POWER OF ATTORNEY I hereby authorize G�� Pa-'A-V-C�h� of IQ Power, LLC. To apply for a plumbing permit under my Florida Contractors License Number CFC1428148 at the job site described below: ADDRESS ,'ly ---->A j4 - BY Joe Strada (57 peals Certified Plumbing Contractor r q' 8, rnlssn� Barr r,eS �'totre�� 935151 CFC1428148 + mai' 2013 7019 Who is personally known to me. This instrument was acknowledged before me This \� Day of�\„4 2-010 Signature of notary public