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HomeMy WebLinkAbout173 Walnut Crest Run 17-1677; SOLARECE6VlE JUN 0 i 201? CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /19—/ 011 Documented Construction Value: $ 151S_b_(::) Job Address:.'Lt tT 7it 4 Historic District: Yes No Parcel ID: ' a?Q DOD" o 00 Residential MCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review. Contact Person: Title: Title: . Phone: k_ ax: ` Email: ,,[ VVl f h V1 r4 12VI 6(K b Property Owner Information — y Na meeC 1% 9d'Qo Phone: - a Street: k J ) CA Resident of property? City, State Zip: 1y&j R_ 3& i Contractor Information Name 5ye lbf SD(Q;,'- S`'15 2 , LC(° Phone 3 " -1(r Street: i!(; S1!!1A AA4 ,l 0 0 QA f i rD Fax:-1 ID'v3 " d City, State Zip:Z1n t 1/lX ` G S I 3a 71`1 State License No.: .0)V0 -Q CS 2 Architec' Il) t/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 T 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 at the time of pennit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is be done in compliance with all applicable laws regulating construction anj l7 Signature of (3w—ncr/AjVcnt Date Print Owner/Agent's Name Signature ofNotary-StAW9k Florida Date Y David Spanier NOTARY PUBLIC c _ STATE OF FLORIDA y ? Comm# GG042464 ONCE 19 Ex 'res 10/26/ 20Owner/Agent ism ersonaIly Known to Me or Produced ID Type of ID of and that all work will Date Print ContractorMtent's Nam8 ire Florida Date NOTARY PUBLIC STATE OF FLORIDA CMMIN FFM46 E-VIM 8/13=19 Contractor/Agent is V( I ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: (9 •-1 % Revised: June 30, 2015 Permit Application 181RYRK XW E, SENINOLE MKrY Return to: CLEAN W CIRCUIT CMIRT I COMPTROLLER Name: Post Closing BK 06312 PO 8S321 (IPB) Address: Cobblestone Title Services, LLC CLERK'S 0 2014e88078 385 Alexandria Blvd., Suite 2 RECORDED 118121014 880t% AN Oviedo, FL 32765 OEM DOC TAX I, T30.88 This Instrument Prepared by: REMINS FEES 111111.1108 Ready Geiger RECORDED BY H DeVor! Cobblestone Tide Services, LLC 385 Alexandria Blvd., Suite 2 Oviedo, FL 32765 as a necessary incident to the fulfillment of conditions contained in a tide insurance commitment issued by it. Property Appraiser Parcel Identification (Folio) Number(s): 22-19-30-502-0000-1200 File No: CR142856 Consideration: $250,000.00 WARRANTY DEED This Warranty Deed Made and executed the 8th day of August, 2014, by LISA A. CLARK AND BRYAN CLARK, WIFE AND HUSBAND, hereinafter called the Grantor, whose post office address is: 173 Walnut Crest Run, Sanford, FL 32771 to TARA BRENTON AND STEPHEN BRENTON, WIFE AND HUSBAND whose post office address is: hereinafter called the Grantee, WITNESSETH: That the grantor, fo . in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, by $presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the grantee, all that certain land situate 3"ole County, Florida, viz: Lot 120, PRESERVE AT LAKE MONROP!?',ccording to the Plat thereof, as recorded in Plat Book 62, Pages 12 through 15, of the Public Records of Sernole County, Florida. This property is not the homestead of the Granto s . j TOGETHER with all the tenements hereditameats1reppurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that iPis lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land; that it hereb fi ly warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that saiQnd is free of all encumbrances, except taxes accruing subsequent to December 31, 2014, reservations, restrictions and F461nents of record, if any. Wherever used herein the terms "grantor" and grantee" herein sha4* `-.strued to include all genders and singular or plural as the context indicates.) IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal thedday and year fast above written. Signed, Sealed and DeWred in Our Prese ce: Witness Signature. 06/X._ 1 46-,^ 1_ (Seal) Sign and Print Name Rend eiger LISA LARICl Witness Sigoature: a2z (Seal) Sign and Print Name Onie Kane fiRVAN CLARK STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 8th day of August, 2014 by LISA A. CLARK AND BRYAN CLARK, WIPE AND HUSBAND who is/are personally known to me or who has/have produced drivers license as identification. My Commission Expires: October 5, 2017 endy Geiger Not y Public Serial Number: RENDYGMER i t MYOOWABSION FFOXE E% PfREB: Oaoesr 6, 2017 a011d1E ti1N NOIaY RINE UMMMNA Book8312/ Page532 CFN#2014088078 J J'(-t rA &,TW f , t,)l ,lP,- 925 Sunshine Lane Suite 1010 JS-1A I d SUPER Altamonte Springs, FL 32714 IKE WsEu I BBB SERVICE Val rWw Eror win ', Awuro q S 407-331-9077SPr5or®t/407-331 0305 FAX GOpA MEMBER Previous AwardsJU infoasuperiorsolaCCOm F A --_ ®P1 -,MPA 2015,2014,2013, LIC. #CVC56896 #CPC1458727 www.superiorsolor.com '„ d 2012,2011,2010,2007 EI '( 11 V' t ONE4 Z / / I 4 ! - L 1.S DATE 12--6 ST T S c,-ice • Cf s-•- ALTERNATE ONE 03 DESIRED IN ALLATION DA TE ZIP CODE 1- 41 Ind i / SOURCE e.EEiG ;SP CAL ST Ir\J SU I ISION e P-- j,,al E-MAIL ADDRESS A d ATE CODE POOL LAR TYPE e e o EXISTING PLUMBING ROOF DIAGRAM L r (AM t 1 PANEL SIZES REQUIRED SOLAR CONTROL AUTOMATION TYPE q4' x 10' 1/2 4'x 121/2 MANUAL VAUTO A6 (cSh rib (VI - & M\124 4 x uAUTO HOOKUP PUMP UPGRADE PUMP SIZE PUMP TYPE YES NO EXIST 1 5WQ Roo[] ASPHALT METAL pn 0 If - ROOFPITCHFLAT TILE FLAT offtj BARRELTILE ROLL DOWN add Ell// cJ AGREED ESTIMATED POOL TEMP HOUSE CONFIGURATION 1 STORY A2STORY 2 STORY TALL t• 0ond DIRECTION AND LOCATION TO PANELS SC) oi-v\ CBtr(-V- 0r- ROME-) t_ r. C yr- r " Wu p— RO L, e-0 k (2AA M`T ONE'_ / Ar C,)IA DELUXE POOL BLANKET CUT TO FIT THE SHAPE OF THE POOL DURING INSTALLATION. POOL SPA I` 7 IC a ) W' t ADlDVITlIONAMFORMATION ( Sl) 1QA C 10,ICatUr-- r-ol au pw --> kZ J14a ACCEPTANCE: The prices, specification & conditions are satisfactory and are hereby accepted System Cost: TERMS: Deposit Amount $ e of Yea_ Balance due upon completion in the for cah/check/orredit unless otherwise specified. Buyer acknowledges receipt of a copy of the Statement of Policies, Terms and Conditions on the rever ttached, which are Incorporated as part of this Contract. L avaA- Dated Dale D av: H S panp p Superior Solar Authorized Signature MA"dwm IMPORTANT NOTICE: The buyer has the right to cancel this transaction at any time prior to midnight of the third business day after the date of this contract. ssaznP 173 Walnut Crest Run Sanford, FL 32771 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER t, (7 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1'-1677 BU/40 s 2 q ORO R AEN The beauty of the "gator clamp" installation method is its simplicity it can be used on just about any type of roof or rack installation. HC-113T Panel Clamp Top HC-113 L Latch Panel Header (Top) HC- 173G Gasket HC-7138 Panel Clamp Bottom HC-7 16 Long Alligator Clamp Fig. 8.7 HC- I 10 Short ANiQotor Clamp. For rack systems, asphalt shingle roofs, or file roofs follow these simple steps: 1. Snap a chalk line across the roof or rack where you want the top edge of the collectors to be located. The panels should slope slightly down toward the feed end of the array for proper drainage. 2. Position the first gator clamp on the chalk line 6" from the top corner of the first panel. The first panel will be the one that is connected to the feed line at the bottonJ header. 3. Subsequent gator clamps should be spaced out evenly along the chalk line every 24" Each gator clamp can be locdted anywhere along the top header to match up, to the spacing of the roof rafters as long as there is a 2" space between the edge of the gator clamp and the ribs on the panel header that exist every one foot. This allows for horizontal expansion and contraction. For barrel tile roofs, each gator clamp needs to be positioned so that it is centered on the top ridge of a tile. 4. Since normal horizontal expansion and contraction of on array of panels takes place every day as panels heat up and cool down, it is preferable to lock the center of each array in place so that the expansion and contraction takes place evenly to the left and right of this center point. The center panel of an array may be locked in place by locating the Bator clamps on that panel adjacent to the left and right of one of the header ribs (see Fig. 8.3, page 15). These: gotors should be attached using (2) lag bolts as opposed to (7). Do not use'this procedure more than once on any array of panels. INSTAIIA TION MANUAL NEIIOCOte SOLAR POOL NEATER MOUNTING THE SOLAR PANELS USING GATOR CLAMPS. - 14 02014 UMA Solar 5. Apply ample sealant to both the bottom and top of the lower hole on the bottom portion of the gator clamp. (Fig. 8.4-A). Position the bottom portion of the gator clamp perpendicular to the chalk line with the lower hole being placed right on the chalk line. Lag the gator to the roof through the lower hole using a 318" x 4" S.S lag bolt. (Fig. 8.4-B). For barrel tile roofs, place (4) HC-11 LJBTS barrel the spacers underneath each gator clamp by inserting the 4' of the barrel tile spacer into the four corners of the bottom of the gator clamp. (Fig. 8.5). 6. The bottom of the gator is designed to grip the roof's surface to avoid rotation back and forth, However, if the roof surface is particularly hard or slick, use an additionallogbolt in either the top, or center hole. 7. To ensure proper spacing, hang the top headers of panels in the bottom portion of the.gotors attached to the roof as you go. Once again, be sure gator clamps are at least2";away from each ridge along the heading. (Fig. 8.4-D). 8. Once all gators are properly lagged to rack or roof surfaces, and all the collectors are hungin place, connect the top headers of each collectorusing (1 13) panel clamps. Snap the top portion of each gator clamp over the panel header onto the bottom portion of each gator clamp by pushing down firmly. (Fig. 8.4-C). 9. Install ( 2) SS Screws (#6x374) to secure gator top to gator bottom assembly. 10. Attach the bottom headers of the collectors with.(113) panel clamps. 11. Locate and mount the gator clamps (2 each) along the bottom header, aligned with the upper header gotors. The bottom gator should be installed allowing a large gap on the to allow for contraction of the collectors. 12. Attach feed and return lines following. Heliocol's published guidelines, 13 The corners of where the feed and the return are located should be fastened down by pipe straps that are also supporting the pipe. ITa. suppwi ptumbin;i INSTALLATION MANUAL HELIOeOLp SOLAR POOL HEATER• NOTE. Typical residential mounting plan shown. For addition al mounting eaa options for -commercial installations A mbi-, a) please refer to addendum provided by manufacturer' s engineering department. Fig 8. 3 MOUNTING THE SOLAR PANELS USING GA TOR CLAMPS. - 15 02014 LIMA SoW SOLAR FOOL.HEA-MG. ENGINEERED FOR UFE. e P s. h^L} l I, i A B C D Fig. 8.4 NOTE: *Additional gator clamps are required for surfaces with a pitch of 10/72 or greater. NOTE: To allow for vertical expansion and contraction, any go tors installed on the bottom header must be positioned so that the header is in the middle of the cradle. (Fig. 8.6). r Fig. 8.5 INSTALLATIONMANUAL HELIO(OleSOLAR POOL HEATER @2014 UMA Solar Fig. 8.6 MOUNTING THE SOLAR PANELS USIN6 GATOR CLAMPS. - 76 Panel Connectors Feed Line System Schematic Panel Connectors Return Line Automatic Control Optional) Vacuum Breakers Ball Ball Valve Valve Auxiliary Heater 3-Way Valve '' Optional) Check Valve Filter 811404 tA Solar CERTIFIED SOLAR THERMAL COLLECTOR C SUPPLIER: MODEL: Helioco150FSEHellooDIUSA, Inc. THERMAL Unglazed Flat Plate 950 Sunshine Lane COLLECTOR Altamonte Springs, FL 32714 USA TYPE: www.heliocol.com CERTIFICATION #: 98002 Original February 02, 2009 Certification: Expiration Date: February 02, 2029 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed by an FSEC approved laboratory. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability. This collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045 Watt-hour/m' (1600 Btulft') distributed over a 10 hour period. i REMARKS: i 7 i N ir. Technical Director f Print Date: April, 20.15 0 2014 University of Central Florida. . FSEC/UCF 1679 Clearlake Road a Cocoa, Florida.32922 0 (321) 638-1426 Fax (321) 638-1010 0 www.fsec.ucf.edu00 COLLECTOR THERMAL PERFORMANCE RATING (Collector Tested. per ASHRAE 96) Kilowatt-hours (themtal) Per Penal Per Day Thousands of Btu Per Panel Per Day Category Inlet Low 30'C Intermediate 50°G 1t)0°C Category Inlet Low 86'F Intermediate 122`F High 212°F ENERGY OUTPUT 13.5 4.8 0.0 ENERGY OUTPUT 46.1 18.5 0:0 COLLECTOR SPECIFICATIONS Gross Area: 4.488 m' 48.30 ff= Dry Weight 11 kg 24 lb Net Aperture Area: 4.48/ mT 48.23 ft' Fluid Capacity: 14:4 liter 3,8 gal Absorber Area: 4.488 m' 48.30 ft' Test Pressure: 1103 kRa 160 psi TECHNICAL INFORMATION Tested Inaccordance with: ASHRAE 96 Efficiency Equation (NOTE: Based on gross area and (P)=Ti-Ta) SI UNITS: Wind speed (u) < 1.5 m/s; Temperature (Tf - Ta) in °C, Radiation (G) in W/m' r1= 0.837 - 18.440(P!G) - 50.690(P'/G) IP UNITS: Wind speed (u) < 3 mph, Temperature (Ti - Ta) In 'F, Radiation (G) in Btu/hr-ft' r)= 0.837 - 3.250(PJG) - 4.959(P'IG) AM Coefficient 1 - 0.11 Test Fluid: Test Mess. Flaw Rate; kg/(s m') IbJ(hrft') Page I of 1 HELIOCOL COLLECTOR GENERAL NOTES: 1. APPLICABLE CODE: 2014 FLORIDA RESIDENTIAL CODE (5TH EDITION) & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE 5TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT. 4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC. AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. 7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 ULTIMATE Va d WIND Via WIND V- WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH REQ. V"n (MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR 140 17.2 , -27.9 1 17.2 , -48.6 1 17.2 , -71.8* (4) q' DIA. - (4) CLAMPS 2" * ** PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2014 FLORIDA BUILDING CODE. EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. MINIMUM Van WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2. IF COLLECTOR IS LOCATED IN WIND ZONE 3, 3" EMBEDMENT DEPTH IS REQUIRED. LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS f GABLE END BUILDING ROOF WIND AREA ZONES O I Irl Tn1! 11 .L 1 --Al Uri T-1 — LLAn ncirc 1 T/1 rrurm 11 r END CAP TYPICAL MULTIPLE COLLECTOR ARRAY PLAN HELIOCOL SHORT CLAMP T-0" O.C. TYP. HELIOCOL COLLECTOR q RISER SYSTEM TYP. 3 HELIOCOL LONG CLAMP 2'-0" O.C. IP END q'_0" TY TYP. ROOF 2) #6 HEXBUILDING ND AREA 0 1 2 SCREWSqZONESLENGTHTYP VPER HELIOCOL CLAMP HG2 HG2 TYPICAL COLLECTOR PITCHED ROOF LAYOUT —WIND ZONES —SCHEDULE — PLAN SCALE: HC— HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. 2) #6 HEX SCREWS 4" LENGTH TYP PER HELIOCOL CLAMP ROOF ASPHALT OR METAL SHINGLES TYP. WOOD SHEATHING TYP CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL 2) #6 HEX SCREWS 4' END CAP LENGTH TYP PER CLAMP UMA SOLAR" LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP T-0" LI000L O.C. TYP. LLECTOR HELIOCOL PANEL = "- P RISER SYSTEM TYP. — HELIOCOL f LONG CLAMP - T-0" O.C. TYP. ;. ' t WOOD SHEATHING FLAT OR BARREL LIOCOL TILE TYP. AMPS (2 NIMUM) 1„ a DIA. STEEL LAG BOLT - SEE ep 2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP OPTIONAL FLAT TILE — BARREL TILE 2 ROOF CLAMP TOP CONNECTION DETAIL 3 HC-2 SCALE:1"=V-0" HC-2 WOOD ROOF TRUSS TYP. ROOF ASPHALT OR METAL SHINGLES TYP. WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP -j 4' DIA. STEEL LAG 4" DIA. STEEL LAG S.Y.P. 2X4 LOCATE BETWEEN BOLT - SEE SCH. BOLT - SEE SCHEDULE TRUSSES AND NAIL WITH FOR EMBED. DEPTH FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ. TYP. EACH TYP. EACH CLAMP END TO WOOD TRUSS CLAMP REFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL I DEPTH LABELED "X" IN THIS DETAIL TYP TOP — BOTTOM ASPHALT — METAL OPTIONAL WOOD SPANNER OPTION SHINGLE CONNECTION DETAIL 4 CONNECTION DETAIL 5 SCALE: 1"=V-0" HC_2 SCALE: 1"=V-0" HC-2 HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. 2) #6 HEX SCREWS q" LENGTH TYP PER HELIOCOL CLAMP ce 0 ce ti N M v PROJECT: wJ Z U wz oL,r)N W J H— W U LJ.J ZZ J OO CD = z a w Q g ALL= ooLn Lu Lu Oe EL Lw oIclf Jo 3: U¢ u oLu0 U o O O a Q a a WOOD ROOF TRUSS TYP. ROOF ASPHALT OR DATE 1 12-8-16 DRAWN BY: AT CHKD BY: AT REC. N0. # 29127 METAL SHINGLES TYP. I I SCALE I AS NOTED WOOD SHEATHING TYP 2X PT S.Y.P. WO\ , % Pw j## OR ALUMINUM \\ . e1.J, 8j ,s 1i DIA STEEL ALL-THRD ROD UNISTRUT i 7 L iii,71/ W/ NUT - WASHERS MAX. T-0" ALONG CO ' K.' 1 O.C.- LOCTITE ALL NUTS TYP. ; SHEET_ OF 9+, ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION 'ii N AUDw s7G DETAIL % n,: s'. SCALE: 1"= 1' 0"j j/ F. aA. e'~ 4S . 1 MAY122017 3 0 a a LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Le Z') ) -I 67a n - t I hereby name and appoint: an agent of Sm Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: / License Holder Name: lAck w1/\ (-1Z)Y-d0V . State License Number: Signature of License STATE OF FLORIDA COUNTY OF—" V1C3,k The foregoing intrument was acknowledged before me this a day 204 —1 , by lit' VVV"-- ('-7 DVr(-t who i06,,personally known to me or who has prWduced identification and who did (did not) take an oath. Z Signature Notary Seal) VyEBra N. Smith NOTARY PLSM STATE OF FLOROA CCMMO FF909246 E1q*w 0/13=19 Rev. 08.12) rint or type name Notary Public - State of Commission No. q - L( w My Commission Expires: 1 3 as ff= City of Sanford r Solar Heating Permit Application ChecklistF' D All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. V"/ Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). fl A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder or a copy of a worker's compensation exemption issued by the State of Florida must be submitted with each application (if the contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of signed and sealed engineering for the solar collectors to be mounted on the roof. Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings For factory built systems submit the listing and label showing the manufacturer's name, address, model number, collector dry weight and maximum allowable temperatures and types of heat transfer fluid allowed. Two (2) copies of the roof plan layout indicating the location of the solar panels, pool equipment/water heater and the geographical orientation of the building (may be hand drawn) Two (2) copies of the Florida Solar Energy Center summary information sheet. Two (2) copies of the component identification sheets (riser diagram) Two (2) copies of the manufacturer's installation instructions for the equipment and any appliances. These guidelines were compiled to assist the applicant in preparing a solar permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 REQUIRED INSPECTION SEQUENCE BUILDING PERMIT min Max ectio.n Deserij2tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection g Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICkLPERMIT min Max Ind ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final w NIL Min Max Inspection Descri then Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 11 Min I Max I Ins vection I<Ducrnvtion min I Maas Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final REVISED: June 2014 4 THIS I TRUMENT PR AIRED BY: Name 10 [a t^ I+ A-2zY 6MZ00 NOTICE OF COMMENCEMENT Permit Number: fir' Parcel ID Number:,a ( 30 — d a— MCC) — I OD GRANT NALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 8925 Ps 1393 (1Pss) CLERK'S 4 2017055487 RECORDED 06/05/1117 ii9 : 5 : 0 =, AN RECORDING FEES $10-00 RECORDED BY tsmith 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 6T 1 a 0 ruw-,v ve Oct ltv-0- Kan vroe rib (no, PC -Is la - IC7 2. GENERAL DESCRIPTION OVEMENT: Pl/— P b ll, VUQv nn COvl TLOO ]c J 3. OWNER INFORMATION OR LESSEE? —INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: \/,1 r iR t1 S Q 1/ I `Jeul t n j 1L1G.K-ln,/ C QQ 4 -vvt E u 4 Y0 2611 . Interest in property: VUIyQ r—, Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: f C J S LL Phone Number:li Address: { 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. 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)(a)7., Florida Statutes. Name: Phone Number: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration 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 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. QA ftnaTur o Own or Les Owners or Lessee's (Pant Name and Provide Signatory's Title/Office) Auth 'zed Officer/Director/Partner/Manager) State of County of wC The foregoing instrument was ack owledged before me this Name of person making statement who has produced identification type of identification produced day of ` ` CU'1 , 20 1-' Who is personally known to me OR I CERTIFIED COPY - GRANT 1 L MALOY r Dad SR Y(HECIRCUITCOURTNOTARYPUBLC 1,,AND CO -P OLLER ;*, fT N; LORIDASTATE OFFExpires 10126/2020 TY CLERK Comm# 00042464 JUN 0 5 9017