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HomeMy WebLinkAbout144 Brushcreek Dr; 17-1988; SOLAR-POOLr JINN 2 9 20t7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I :7 —1 9 O9 Documented Construction Value: $ 353 (i Job Address: I'M 13rushcrcekD, SoA4. CL ;3a-Y)1 Historic District: Yes Note Parcel ID: 33-19- .0-51(o-b G -16sp Description of Work: Plan Review Contact Person: '?jr(xaA`i Title: U Phone:( qU1)331-901'1 exV \a3 Fax: %'(1331- 3 s E-mail: e.rLOP-etor car; Lo" Property Owner Information NameS Phone: ` i o 3?3 . S029 Street: ' '8,ru sL cre-,,c Dc Resident of property? : eS City, State Zip: Sun9,c , LPL 3j 7 7/ Contractor Information Zoning: Name 5v, 0e_ ric'r So\ay- SgSlemg 11C Phone: LAo--k- 3-,\- 9-61-1 Street: °ias SuhS fl r (erne. SLAVIh\o Fax: 4©"l- 3'J1 -63bS City, State Zip: FL \ State License No.: Cycm-s` un Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ( Duct layout required for new systems) No. of Stories: Plumbing 0- Sda v- oa` 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 o your permit fees when the permit is released. aSi- 'U'C' Uf 1 , eo f/Owjnner/Agent Date Print Owner/Agent's Name 7 C h-S Signature of Notary -State of Florida Date Nicholas E. Arceneaux Q NOTARY PUBLIC STATE OF FLORIDA Comm# GtG 0 9 8412 Owner/ Agent is Personably K opwn o m921 Produced ID Type of ID Ft Drivers Ci cenSe- APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: W-?- Date Mry v al 04-t, Print Contractor/ A e is Name A a 4:N Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE _ WATER: BUILDING: SF (,• 3p,,7 Rev 11. 08 THIS INSTRUMENT PREPARED BY: ^ ,, 0 v n _ J t.,ff 11AL.OY' P SE11INtJ1...E COUNTY Name: Superior Solar Systems,LLC ft L p1(.0 1 CLERK OF CIRC:LUT COLJRT & COhl"TROL.L.ER Address: 925 Sunshine Lane, Suite 1010 P.•I! 3944 Po '13i'1 +' 1F`3s ) Altamonte Springs, FL 32708 CLERK'S 42017066281 RECORDED 0 6/29I2i i17 01 u 29. - F'1'1 NOTICE OF COMMENCEMENT RECO[:{:)]: D FEES konr> t) RECORDED BY .ie{:nre Permit Number: j r7_ / I yy Parcel ID Number. W -19-.30 -S%6 QD00 %OKC-) 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) AMEMIMP I`Icf Rr::ci rvv_1 Dr P_ '3ai_] 2. GENERAL DESCRIPTION OF IMPROVEMENT: Zn - S -' t I 5' c'Lt. e \ IA 2c+ ef- 3. OWNER INFORMATIONORLESSEE INFORMATION` IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: 7am&S iMc Z ioSl IYL( 8 uske'a.e% Dr Stjn rof, pr-(_ 3a77 i Interest in property: OWNER Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: SUPERIOR SOLAR SYSTEMS, LLC Phone Number: 407-331-9077 Address: 925 SUNSHINE LANE, SUITE 1010, ALTAMONTE SPRINGS, FL 32714 5. SURETY (If applicable, a copy of the payment bond is attached): 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: Address: 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. One_ _ of (PAnt;N me arid'Frovlde Signatory s Tffielof8ce) r„„" Leadfle;;or_Owner'sor L'eaaee's NN od-d:OfAoerAM(ador/P_arb-/ nager) State of 176r4) Ci County of The foregoing Instrument was acknowledged5 before methis15 + day of y ' U_ , 20 I by 5C nes M 6 T'43 S h Who is personally known to me OR Name of person making statement who has produced Identification a'fype of Identification produced: FFIj(L-)u tic, ve_ S C_Ic"S:P- M aS3 `110 6r- ly0d t Nicholas E. Ameneaux CERTIFI D COPY - GRANT MALOYerf NOTARY PUBLIC I RT STATE OF FLORIDA Notary Sig D COMPTROLLER a Comm#GG098412 SEMINOLE COUNTY, FLORIDA wo•.., ZOE 19 e Expires 4/2i3/2021 ay DEPUTY CLERK HiI 2 A inii al 6/16/2017 SCPA Parcel View: 33-19-30-516-0000-1050 Property Record Card Parcel: 33-19-30-516-0000-1050 Owner: MCINTOSH JAMES H Property Address: 144 BRUSHCREEK DR SANFORD, FL 32771 Parcel Information - i Value Summary Parcel 33-19-30-516-0000-1050 Owner MCINTOSH JAMES H Property Address 144 BRUSHCREEK DR SANFORD, FL 32771 Mailing 144 BRUSHCREEK DR SANFORD, FL 32771 Subdivision Name COUNTRY CLUB PARK PH 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2015) Legal Description LOT 105 COUNTRY CLUB PARK PH 2 PB 54 PGS 22 THRU 24 Taxes 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings -- 1 !- 1 _ 119,857DepreciatedBldgValue129,176 Depreciated EXFT Value 9,975 10,508 - Land Value (Market) 38,000 - - 32,000 Land Value Ag Just/Market Value ** Portability Adj i- - -- -- 177,151- 24,204 152,947 162,365 II 12,564 - 149,801 Save Our Homes Adj Amendment 1 Adj Assessed Value Tax Amount without SOH: $2,441.00 2016 Tax Bill Amount $2,189.00 Tax Estimator Save Our Homes Savings: $252.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 152,947 50,000 102,947 Schools 152,947 25,000 127,947 City Sanford 152,947 50,000 102,947 SJWM(Saint Johns Water Management) 152,947 50,000 102,947 County Bonds 152,947 50,000 102,947 Sales Description Date Book Page Amount Qualified Vac/Imp QUITCLAIM DEED 11/1/2015 08591 0978 10,000 No Improved WARRANTY DEED 7/1/2004 05407 0716 188,900 Yes Improved SPECIAL WARRANTY DEED 5/1/2004 05292 0653 100 No Improved CERTIFICATE OF TITLE 5/1/2004 05309 1407 147,000 No Improved SPECIAL WARRANTY DEED 4/1/1999 03630 0541 134,800 Yes Improved WARRANTY DEED --^ - 12/1/1998 03561 1659 23,500 Yes Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I i 1 I $38,000.00 1 $38,000 Building Information http://parceldetail.scpafl.orgIParcelDetailinfo.aspx?PID=33193051600001050 1/2 6/16/2017 SCPA Parcel View: 33-19-30-516-0000-1050 Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 11999 7 1 3 I 2_0 I 1,462 2,070 I 1,462 FIN STUCCO $129,176 $138,156 FAMILY { Descripti on Area OPEN PORCH 162.00 FINISHED GARAGE 411.00 FINISHED OPEN PORCH 35.00 FINISHED Permits Permit# Description Agency Amount CO Date Permit Date 01205 ADDITION - RESIDENTIAL SANFORD 2,300 2/1/1999 00677 ADDITION - RESIDENTIAL SANFORD 8,000 12/1/1998 00599 NEW - RESIDENTIAL SANFORD 134,000 3/3/1999 11/1/1998 Extra Features Description Year Built Units Value New Cost SCREEN ENCL 2 1/1/1999 1 2,000 5,000 PATIO 1 1 /1 /1999 1 275 500 POOL 1 1/1/1999 1 7,700 14,000 http://parceidetai i.scpafl.org/Parcei D etai l info.aspx?PID=33193051600001050 2/2 925 Sunshine Lane Suite 1010 S IA SUPER Altamonte Springs, FL 32714 uEeeExsBn BBBBSERVICE Sdar Energy Mduur a WMD S u jP13,49, r i o r a r 407-331-0305 FAX •• GOBA MEMBER Previous Awards info@superiorsolar.comA _t_A 2015,2014,2013, LIC. # CVC56896 #CPC1458727 wwwsuperiorsolar.com ""'"°`;p,"d'""' M racawen •-•—w•-••-•-- 2012,2011,2010,2007 NAME PHONE DATE oarvcs c. I n 5 h 107 393 3 0 5 Y eSuaa- 1 S a( 7 STREET114 Qru5tc (e-P-L pr ALTERNATE PHONE ar- i5-Snc o7 3'93 314 9 DESIRED INSTALLATION 6ATE PCe, c s4 C( we CITY, STATE, ZIP CODE SOURCE ENERGY SPECIALIST 3a77 I Qo01 5arVic O- e P(fC(o SUBDIVISION E-MAILADDRESS GAT CODE Set Par at M e,S Nlca S + U S ' C Min G a , 4 i'j ROOF DIAGRAM POOL SOLAR TYPE EXISTING PLUMBING 1 oLC 14 ' 1.5" 2" CED PANELSIZESREQUIREDSOLARCONTROLAUTOMATIONTYPE1/ 2 4' x 10' MANUAL 4' x 12 1/2 AUTO 4' x AUTO HOOKUP q O( 4p ( 1 IPI A J PPump PUMP UPGRADEPUMPSIZEPUMPTYPEYES64N0 EXIST ROOF ASPHALT METAL l S N P FLAT TILE FLAT ROOFPITCH BARREL TILE ROLL DOWN j r AGREED ESTIMATED POOL TEMP HOUSE CONFIGURATION M-1 STORY 2 STORY 2 STORY TALL DIRECTION AND LOCATION TO PANELS O.U4 , P P 1? o. 5) e - ov- QV M'1p ONE x DELUXE POOL BLANKET CUT TO FIT THE SHAPE OF THE POOL DURING INSTALLATION. [:]POOL SPA ADDITIONAL INFORMATION pp 1 a Year vll a!-rj Gt Jf Warranty CaI\Ae' bns . ZAclvdeS ('ooF PA Tnclr ieS Ah Tpar4s, fabor, -e Pee(`MiJ-• Pa;. W S t N 0 n 4CdlaLpl 56let r PaJS MO0f%AlA kz4rJ j&r4e ra o t Q 1- tjArt O^unS vI PIAa r6A WAI' /i, Va D piam-'e _ ACCEPTANCE: The prices, specification & conditions are satisfactory and are hereby accepted e e, TERMS: Deposit Amount $ 10 Balance of $ / o / Gr ca n SIc i naACA . 19 !09 . £? y es 1.1776 j4e es- Balance due upon completion-ih the form of cash / check / or credit unless otherwise specified. Buyer acknowledges receipt of a copy of the Statement of Policies, Terms and Conditions on the reverse side or attached, which are incorporated as part of this Contract. Signature Date gnat Date Superior S uthorized Signature Date n. Q S 1 , m System Cost: _ S ' S 3 ( 1 . Z.it(des uIr M-0r P an o -P t t sc-ou r'4— S 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. SS0217P 6/1&Ml7 Screenshot_20170615-14W36.png RECORD COPY 0 EWED FOR CODE COMPLIANCE PLANS EXAMINER i ..Sp • f DATE IT ISSUED SHALL BE CONSTRUED TO BE A TO PROCEED WITH THE WORK AND NOT AS RITY TO VIOLATE, CANCEL, ALTER OR SET NY OF THE PROVISIONS OF THE TECHNICAL OR SHALL ISSUANCE OF A PERMIT PREVEN BUILDING OFFICIAL FROM THEREAFTER ING A CORRECTION OF ERRORS IN PLANS, TRUCT!ON OR VIOLATIONS OF THIS CODE https://drive.googie.com/drivelfolders/0B-C 08Ce3Y6mwaDZXeVZieW 9XM U E 1/1 NF- L _oh SOLAR POOLHEATING.ENGINEERMFOR LJfE. 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 Larch Panel Header (Top) HC- 113G Gasket HC- 113B Panel Clamp Bottom HC- 710 Long Alligator Clamp Fig. 8.1 HC- 110 ShortAlliaator Clamp. For rack systems, asphalt shingle roofs; or the 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 b" from the top corner of the first panel. The first panel will be the one that is connected to the feed line at the bottom header. 3. Subsequent gator clamps should be spaced out evenly along the chalk line every 24" Each gator clamp can be located 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 gator clamps on that panel adjacent to the left and right of one of the header ribs (see Fig. 8.3, page 15). These gators should be attached using (2) lag bolts as opposed to (1). Do not use this procedure more than once on any array of panels. INS TALLATIONMANUAL HELIO(OLe SOLAR POOL HEATER MOUNTING THE SOLAR PANELS USING GATOR (LAMPS. - 14 02014 UMA Solar LICICOL SOLAR P0171AFZj7fN%,. rNGiNF.FRED FOR UFE. 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- I IOBTS 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 additional lag bolt in either the top or center hole. 7. To ensure proper spacing, hang the top headers of panels in the bottom portion of the gators attached to the roof as you go. Once again, be sure gator clamps are at least 2" 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 hung in place, connect the top headers of each collector using (113) 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 (#6x3/4) 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 damps (2 each) along the bottom header, aligned with the upper header gators. 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, ALLIGATOR CLAMPS TO supped piumbb,gI INSTALLATION MANUAL HELIOCOL® SOLAR POOL HEATER NOTE: Typical residential mounting plan shown. Foradditionol mounting Strap options for commercial installations c SAVmW"Q! please refer to addendum provided l by manufacturer's engineering department. Fig. 8.3 MOUNTING THE SOLAR PANELS USING GATOR CLAMPS. - 15 02014 UMA SoW i r y Y M lk P I 'ice •I++ p l B C D Fig. 8.4 NOTE *Additional gotor clamps are required for surfaces with a pitch of 10/12 or greater. NOTE: To: allow for vertical expansion and contraction, anygotors installed on the bottom header must be positioned so that the header is in the middle of the cradle. (Fig. 8.6). Fig. 8.5 INS TA I I A TIONMANUAL HELIOCOL®501AR POOL HEATER @2014 UMA Solar Fig. 8.6 MOUNTING THE SOLAR PANELS USING.GATOR CLAMPS: - 16 Panel Connectors Feed Line System Schematic Panel Connectors r M 1 r_ n _1 811404 AA Solar CERTIFIED SOLAR THERMAL COLLECTOR SUPPLIER: MODEL: Heliocol SO Heliocol USA, Inc. CFSE950 THERMAL Unglazed Flat PlateU 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 Btu/ft2) distributed over a 10 hour period. COLLECTOR THERMAL PERFORMANCE RATING (Collector Tested per ASHRAE 96) Kilowatt-hours (thermal) Per Panel Per Day Thousands of Btu Per Panel Per Day Category Inlet Low 30'C Intermediate 50°C High 100'C Category Inlet Low 86'F Intermediate 122°F High 212°F ENERGY OUTPUT 13.5 4.8 0.0 ENERGY OUTPUT 46.1 16.5 0.0 COLLECTOR SPECIFICATIONS Gross Area: 4.488 m' 48.30 ft' Dry Weight 11 kg 24 lb Not Aperture Area: 4.481 m' 48.23 ft' Fluid Capacity: 14.4 liter 3.8 gal Absorber Area: 4.488 m' 48.30 It' Test Pressure: 11103 kPa 160 psi TECHNICAL INFORMATION I Tested In accordance with: ASHRAE 96 Efftafency Equation (NOTE: Based on gross area and (P)=Ti-Ta] SI UNITS: Wind speed (u) < 1.5 m/s, Temperature (Ti - Ta) in °C, Radiation (G) in Wlm' q= 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' n= 0.837 . 3.250(P/G) - 4.959(P'/G) IAM CoefBdent 1 - 0.11 Test Fluid: Test Mass Flow Rate: kgl(s m') Ib/(hr It') REMARKS: Technical Director Print Date: April, 2015 ' 2014 University of Central Florida. FSEC/UCF 1679 Clearlake Road o Cocoa; Florida 329220 (321) 638-1426 o Fax (321) 638-1010 a www.fsec.ucf.edu Page 1 of I 11'LIULUL UULLLL I UK VtNtKAL INU I Lb: 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. CCINTRACT(1R SHAI I FNSIIRF AI I RnnF PFNFTRATTDNS T(T RF TNSTAI I FD AND SFAI FD PFR 2014 FLORIDA RESIDENTIAL CODE (5TH EDITION) OR LOCAL GOVERNING CODE. ULTIMATE Vasa WIND Vm WIND d WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH REQ. Vo (MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR 140 17.2 , -27.9 17.2 , -48.6 17.2 , -71.8* 4) 4' 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 Vasa 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 r 0 V GABLE END BUILDING P _EN D ROOF WIND AREA ZONES BUILDING ROOF WIND AREAJ) ZONES HG2 HG2 TYPICAL COLLECTOR PITCHED ROOF LAYOUT -WIND ZONES -SCHEDULE -PLANS UM Tnrni ('I AAADC T /nT/'AI LICI T^rni !9 AAAn ncrE:l -rn CrucNt II C END CAP TYPICAL MULTIPLE COLLECTOR ARRAY PLAN SCALE: a"=V-0" HELIOCOL SHORT CLAMP T-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 HELIOCOL SHORT CLAMP T-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. 2) #6 HEX SCREWS 4" LENGTH TYP PER HELIOCOL CLAMP END CAP LIOCOL LLECTOR 1p LIOCOL AMPS (2 NIMUM) P. CUT OUT OR°REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE-INSTAEL, 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" LENGTH TYP PER CLAMP UMA SOLAR" LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP T-0" O.C. TYP. HELIOCOL PANEL = RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. :. TYP. WOOD i SHEATHING FLAT OR BARREL J TILE TYP. 1" DIA. STEEL LAG BOLT - SEE 2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP OPTIONAL FLAT TILE - BARREL TILE ROOF CLAMP TOP CONNECTION DETAIL 3 SCALE: 1"=V-0" HC-2 WOOD ROOF ROOF ASPHALT OR TRUSS TYP. METAL SHINGLE S ROOF ASPHALT OR p METAL SHINGLES TYP. WOOD SHEATHING TYP WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP 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 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" H C-2 SCALE: 1"=1'-0" H C-2 HELIOCOL SHORT CLAMP T-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 m YKa w 0 PROJECT: wJ Z L"zo= o Lu J U U 7 Z L O O ZD w ¢ Cie u- = 0 H U fne J n J gi U) ol=-oou J t.L-¢ U oLu0 U pw z ce a ¢ a cl- DATE 1 12-8-16 WOOD ROOF DRAWN BY: JAT TRUSS TYP. CHKD BY: JAT ROOF ASPHALT OR I REC. NO. # I 29127 METAL SHINGLES TYP. I I SCALE I AS NOTED WOOD SHEATHING TYP D%ktf G # 2X PT S.Y.P. WOOQ\\ ` r;! OR ALUMINUM e 4" DIA STEEL ALL-THRD ROD UNISTRUT GQ a i ,. v , 1'•, i•" W/ NUT WASHERS MAX. 3' 0'° ALONG CQEC' O.C.-LOCTITE ALL NUTS TYP. > OSHEET_ OF ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS _ OPTIONAL ALL THREAD CONNECTION '•, a TENT 0G,; i D WIT DETAIL SCALE: 1"=V-0" H -FIVE, #$q3 BP# REQUIRED INSPECTION SEQUENCE A I- 14 %R Address: MILDING VER1VI T Min Mays Ins ection :Descri tion 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 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 Buildiniz (Other) ELE. 0 T,RICA I..PER ,M. i T Min Max Ind ection IC es Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final Pua I11 Min Max Ind ection Description, Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max Ind ection Descri tionn Mechanical Rough Mechanical Final in Mays Inspection Descrition Gas Underground Gas Rough Gas Final REVISED: June 2014