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Home My WebLink About2400 S Summerlin AveSI jwI 1 in j. AUG CITY OF SANFORD BUI DING & FIRE PREVENTION PERMIT APPLICATION Application No: r 23 Documented Construction Value: S Z 13q S 66 Job Address: Z"100 - umm \kn Rve Parcel ID: Historic District: Yes No Residential Commercial Type of Work: New. Addition Alteration Repair Demo Change of Use Move Description of Work: nmAf LOAD ( i18n)Er Plan Review Contact Person: Phone: Fax: Email: Title: CC,,,. Property Owner Information Name 5t)D an Phone: Phone: LId - ZZIZZ9 3 Street: 2LAOD S. SS)fy)Me(V(\ A NC Resident of property? City, State Zip: 50RkKA 1 til 32n—i I Contractor Information Name NY GkVhcC kanny r Phone: q0J - SZ 3-0 77 Street: 29U)S, S. S)m n1 d I fl UFax• 0- S? -3 (F6 W nn!! City, State Zip: aA lCC2Ar , P4 - S'2-7 71 State License No.: 0_T L' UzS(00 0 Name: Street: City, St, Zip: I Bonding Company: Address: Architect/Engineer Information 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, beaters, 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: 5" 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 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 at the time of permit 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S rigna of Contractor/Agent Date Print Contractor/Agent's Name Signature of No " lyrida " ANNE)"TE - NN tar S60TTy'bJic Sate of3YGommpIr rlda o;••' CCommissior an 16'2018 Bonded,N n #`FP 071760 ough Natij N aryAssn. Contractor/Agent is Personally o e or Produced ID Type of ID ,L 17 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No `` --# h of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 7_-22-G UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: tAQ +nSnlr v4-.4C'r h•ec . Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 15 2 3 7 1 Address: MOE> S• vM.uLLt.t BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure OO'a Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough BlJL7 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light /Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final Florida Energy Water & Air FL Certified Plumbing Contractor #CFCO23606 FL Certified Air Conditioning Contractor #CAC057033 www.fla-ewa.com www.rainsoftflorida.com Power of Attorney Date: Zo City or County: —4I Permit# Site Address: Nw 5 S 10-T of WA 1qE Description of work:—iJ`Q U .t I CJIr Contractor: bm C7Tf License: CTL.1JZc t' Phone# As contractor for the above referenced permit, I hereby authorize to sign documents related to the above mentioned address. Signature of License Holder State of Florida Orange County The Foregoing instrument was acknowledged before me this i day of Ao 201 S, by CAN r • s o' Who is is personally known to me or has produced as identification. o I otary Pub'c State of Floridaor0JW.I rd f O o,+ °Q4y' Deborah 1`liltis E102698 Notary Signature de` Exp{ re50ro03f2015 orr Corporate Headquarters Phone: 407-523-0775 Fax: 407-294-2852 6505 Edgewater Drive Orlando, FL 32810 Orange, Seminole, Osceola Phone: 407-862-0471 Fax: 407-862-8081 1000 Sunshine Lane Altamonte Springs, FL 32714 Lake & Sumter Phone: 352-357-6843 Fax: 352-357-9602 1601 S. Bay St. Eustis, FL 32726 Volusia Phone: 386-767-7874 Fax: 386-767-9221 400 Venture Dr., Suite F S. Daytona, FL 32119 Brevard Phone: 321-722-9336 Fax: 321-951-9908 1420 S. Wickham Rd. Melbourne, FL 32904 Polk Phone: 863-644-7462 Fax: 863-648-4898 4237 Holden Rd. Lakeland, FL 33811 Hillsboro Pasco & Pinellas Phone: 813-664-0009 Fax: 813-622-7344 2260 Massaro Blvd. Tampa, FL 33619 Sarasota & Manatee Phone: 941-379-0929 Fax: 941-371-7857 1876-B Barber Rd, Suite 100 Sarasota, FL 34240 Highlands & Surrounding Counties Phone: 863452-0330 Fax: 863-452-0537 600 W. Main St. Avon Park, FL 33825 Alachua, Marion & Surrounding Counties Phone: 352-377-0028 Fax: 352-373-3426 2408 NE Waldo Rd. Gainesville, FL 32609 Leon, Wakulla & Surrounding Counties Phone: 850-309-7900 Fax: 850-309-7991 1209 Commercial Park Tallahassee, FL 32303 RECORD COPY FLORIDA SoLAP, ENERGY QENTER, Approved Solar EnergySystem Approval Date: FEB 2010 FSEC # S00170B DISTRIBUTOR SYSTEM Solene Solene/Aurora 40DC 950 Sunshine Lane Altamonte Springs, Florida 32714 This system was evaluated by the Florida Solar Energy Center FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating S ystems (FSEC Standard 104-05) and was found to meet the minimum standards established by FSEC. N Drth Central South The calculated Florida Energy Factors for this system are: 1.2 3.5 3.5 DESCRIPTION Collector Manufacturer Model Number Units Total Ratan (064177Z 1. Solene Solene/Aurora SLAB 1 37,900 2. SANFO 3. O" 4RTO4. Tank Manufacturer Model Number Capacity. ) Type: Direct 1. Lochinvar FTA -082K 80 2. Rheem 81RV80-1 80 1 5 23.. AO Smith Sun 80 80 4. Any Equivalent UL listed Tank 80 Pump Manufacturer Model Number Power Draw atts Rated Power 1. TACO 00613C4 75 1/40 H.P. 2. March 809 -BR 30 1/100 H.P. 3. Grundfos UP1518 85 1/25 H.P. 4. Wilo Star 8 50 1/25 H.P: Controller Manufacturer Model Number Type: Differential controller 1. Goldline GL -30 2. Goldline GL-30LCO 3. STECA TR0301 U Freeze Protection 1. Freeze prevention valve 2. Manual drain down APER IT ISSUED SHALL BE CONSTRUED TO BE A WITH HWORK AND NOT AS Other Major Components AUTHC RITY TO VIOLATE, CANCEL, ALTER OR SET 1 REVIEWED FOR CODE COMPLIANCE CODES, OR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 2 REQUI ING A CORRECTION OF ERRORS IN PLANS, PLANS EXAMINE CONSTRUCTION OR VIOLATIONS OF THIS CODE DATE iG7gC:lLaon.<.cin.Ftua u.3922-9701.71a.3Z1-ta33>3•i F,x' 21'iil-t tti.+!s+ww.faes. ,cctis U. vs m %smmor FuxaA t Art EamL 0WQWUhM1 "VAWAJbcnor+EM KOYM • A RMN CH k6MUMOF TM U WMrr CF'CW nW FLOMA c 1D 571 FSEC # S00170B FLowDA SaLAx ENERGY Approved Solar fil -- C* 1679 CuARtAn Rimo, Cm wmm SAitw cFFu);ak • Ari Storage Tank AaM Ew LbM PT System Approval Date: FEB 2010 FWMVA •— So ar ilde'" Tac awl plc orasat sl r n rilc a Available lin $0 amid 420 Gallon Side C+o xYA andj?p c Moftft F"'A 6 -Yew Umbd Tank and Paris Warranty* Brass dry valve choice d twomodeis...tank or sins element water heater, spe"Y equ@pped for insta*dbn with residential direr solar systems Patented R oarn ktsulation process Spec 1W fteaded sW Ionated near the outlet for at1rxtuvient of tank sensors Temperatuna and pressuro relief valve included ColWor feed and return 'fittings k ated at front of tank for convenient installation Isolated taft-destn for better heat Mtentlon High el'lidesnay heating element Rbetanic r+esisis corrosion acid tank life AN unb tlxrii W ro W wuAM Unt1s am ekWeCt+ ft 4a rsoa wan 40 V n of.. r sale d.ec to opffae tp to iso tom. These ob acts deskrAcl to mast or awood AN $1 Omuk r, rvaflonol stenft-ds UWAMhe" bow to O.O.F- tmn o .s. n+ n` am gyp 0*0 qr dw e WOY''.66t- asW*WWfti?a DOOk coi6 sad•am OW OWW Oct` eaftbft ta energy Out sena esttidawy trriocrn tan avaWs tram Cold waw inlet brlrrgs cold water t4 tank bottom Io prevent mbdng with heated wafter Abode rodp uariaes ag&assive water actim for ta* we Cwater inlet hot water outlet relief valve and anode rod at top of tank for irts laa tion and. fast, eowiomkcal AuWmatic temperature control Over temperature protector Sae ResWerdta!•warranty fr#;orrr eon Smctvjre %r COMIM vassrartta+ k*'rnrativtl. MOM m a$o Odwoulftw portal .ro .:aarrar r,una aaa*MV aate ars soar L!J.'t+>s tt p oat r1di a11n aw l4p ram+. toeeesy oonlrbtcotr>edbrr ipeaw•+.+ana oa,a rs aox weldr a a ala ceMc sear • foo"br toltett>csarsars TOP 001MOT Rho" Mter Healers • 101 Beat Read, Morr omerK Atabalrla 36117 PRINrco IN U.S.A 02102 WP ROAN NO. 101.1 Rev, it a 9A I'- Alt. fuse4djAp-ut, 'ro tin; tr v6rjsto h f Igh,v 61CA§ei kpe, type -400. iensors'-:,'! Adjuitabie. e spezialized for the USA Made in Gerrnanyj s.-4tUp to thre- n Stela„ ISQ900Y” and =jncvaiedwW Va6tion't v4heatprdt6woit Accessible eide-mounted- . otic off,-* , 4uto switch Three temperature sefisOr-ft*u6,-ode'120 VAC output pump protection acrjvated.vqke4 -collector. reached 266 *F Stere GmbH Mammostmssa I D -S7700 MmMk;W Ciennany Tel.; +49(0)833185580 Fax., +49(0)8331855812 Stela TR; 0301 U rhe steca MOM rn 0"1 U &fiaerell" t dasre cortW WOVkkS automatl4 safe prtd rei"operation of domestic solar water heating systems. The TR -0301 U output is wired to a pump • td heat transfer fktid beWmw tfte solar tilerrnal w9ectors ed TR e 4301 e tankdudngftCOurseof*9day,Thism sensrsrs to t' U utilizes tvwo ftTD (r esistarice temperature detmWO tyles nitor collector and tank temperatures with digital accuracy. The LCD gi- ves the homeowner a variety of real*m lnfG(M*M lacatrons The consistent usem temperatures at up to rrre sept. and he coe sten of simple pictograms ease of operation n9. In addition to the prx function of turtling the raraitatptg pimp on and off during the day, 1'R.0301 U provkles important diagnostic and safety functions. For ple. the !CD p4egraaw vVW indicate fault tnn- ditions such as sensor its or pump faa'kgw fly installation manual also clearly describes the fault symptoms, possWe Causes and remedies. The Tit 0301 U features a total Of three inputs for mctard M te(itpe- ratum and one 120 VAC output for the circulating pump. Varistors protect the sensor inputs against high voltage spikes. The load side is fuse protected. The control package includes tm RTD type sensors, a seven foot line cord end a spare fuse. An optional third sensor dispiaYs the upper tank temperatunr and eliminates the need for an analog iwrmometer and fittings. The numerous additional futures of the IR 0301 U include an adju- stable high graft (32° F- 20V F). an evacuated tube collector funCUOn. vacation overhW protec&m to minimize catlector•stxgnation, and a freeze-redirulatirn apt%• Tempomtures can be -displayed in ewer Fahrer" M':Or Celsius ('Q- 0 C 'VAC 0t 60 Nil Self torisr n s 1):001• HP 3 h"ts for temperature PtIO00 recording 1.Output SvuitcR relayi,Sv ch)ng performance max. 0.5 HP (1i() V—); 1 ttP {2 t0 Y—) N$16 Protected Fttxe:l ltiue2]5.A04- Uneowd, 7',18APMratedat2241 INSIMAY ' ' Iutimatxuf LCit 2-o kmr round protection IPuP 20/M 40050 pe"Med+ambienttem hmre 32 to +113 °F. 0 to +45 butalladw Nall-aiotmW vuiEit screws ht 10.$4 oz 55 bttiitde CAble Case toe 3 case Dimensions 160Lx1S7 Ax47Hmm) Temperature sensors 2x Pt1000 C llecW tcfsor. 59 kxh (1.5 tn) swoon cable wM bustling peaty" twge up to +3S6'F (+ 180 *Q) Suwaip tanksensoi 1 ir8 ithC'1t (0.3 irm) dngie'fiat s aiaee• samsatg a#h cable i mg Measuring rangeup to 222-F (+105'q) d str e le-sturase tar yst n kput thw awm sorer t7uf utpow er oonnecttotr reor standard; wkboacont!edba dible wmsconneW;Pncable mWsodoet Arara6rAcaftd, w'M aWw.omWa tion Cobb andprxr W socket Storage rankseruor a"WO Lug ttirtmperature k4UWed catactor: atrona be Ktwa GmbH • MarnraaMM41 •0-8'1•760 MemMMW • Gamwv • torr +49 (0)8331 $M 0 • Fac +49 (0)8331855812 0 www.stec"OtarOM Wet -Rotor, lnt Llm, Single S 00 Main tenar;ce Circulator Pumps Submittal Data 00 Cvcla NOTES: Al dknterwlm* as In 1ndtft XMorCWTOMER: ENGINEER: CONTRACTOR SUBlMrrTED BY: DATE: APPROVED BY: DALE: 0RDERNO: DATE: SP8*1CAMON R QUANTITY TAG'NW, MODEL. NO..:, ,•FEET - VOLT PHASE COMMENTS Technical Data Mounting 'Positions FLOW RAlltiE: 0 to i7 U.S. OPM4 LWro I"=-. 0 to I$ Feet M07Om 2 pbh' Ski ID Ptwe(011 UA)4'MRtM RRl1D TI MM UM''ISWF (88'% AA4 *rM ftaWn teavWs - EuMULFito1MiMATURItforUP% WF (M) TOsrR; 24 bows 3 poafto (ONMAERar M 15 minute kftwal. LIME (mss SkC4W 163 vdth 6-155 wMided otm. MAXWU WORKROG PRESWW-14'a PSI MfWJSUM REQUOM 04= PRE.$SIM At 1S0'F (88'C} 3.0 FL (0.9m) 1.3 PSI. i;eoomniatkled P DOW FOR ,tNDWR USE ONLY Dimensions, and Weights ltiP1 5'42BSd.l37 UP7&1SStf i6t TknetllLMeC. . LV F A p IIr -- - UP1S-108ftc & TLC 6 6rls 5% 4 311, 4 sweat -vis" 6 $ UP15.10871 l,C &TLC 6% 6'16 5% 3" As 3314 4 swvd—w 72 UP1Li•181351C & TLC S 61w Wh 31h 3114 d Sweat— +ht" 6 5 UP15-1887110 & TCC 6-1i 614 51/1 30/a 3114 4 Sweg—w 72 UPIS42B511C & TLC S 841» 6% E' hl 4 Sweet-1fe 6.5 ' UPISAM711.0 & TLC' 6*1 6% 511: 4 - °li" 72 UP15.10sU(%U & TCC 6 ve 6414 611 4 3tirs8t Iff 7.7 UP.15.1. .7mg & TLC M 6'14 61/2 4 Swew SM • 8.6 UP1648SMC &TRC S f 61'"q 5 N: 4 thftn -+• 1114' NPSM 54 NOTES: Al dknterwlm* as In 1ndtft ON mons MEMO TECHNICAL INFO AURORA Solar Collectors by Solene`" SOLAR COLLECTORS BY SOLEMETA TECHNOLOGICALLY ADVANCED ENGINEERING FOR MAXIMUM PERFORMANCE AURORA Solar Collectors are the most technologically advanced collectors on the market today. AURORA features the highest quality materials & state-of-the-art engineering to provide maximum efficiency & durability you Can depend on for years to come. AURORA collectors are environmentally friendly, non-polluting and reliable in any environment. AURORA panels are the most important component of any solar water heating system, producing dependable results under any weather conditions. 8 4 1. Absorber Plato Utilizing a slate -of -the -art sonic weld, copper fins and risers provide superior thermal connectivity between the fins and risers. Revolutionary coating is black chrome on nickel, producing a premium' selective surface with. maximum of dgncy for solar energy use. Easy absorber replacement if needed. Absorbability = 4:95 Emissivity = 0.12 2. Tubing Grkl 3/8" copper risers are brazed to 1 " copper mainfolds for optimal flow distribution. 8. Piping Connection 1" Type M copper header. 4. Aluminum Foil Attached to the insulation, acts as -a bonier against out-gasing. . . 5. -Solar Oki" elftWo . A single pone 6f 1/8" thlck--salat glass is pattemedta reduce refledlon a6d•tempored to tnoximize strength • and durabilit' Iron oxide content: 0.03% Solar transmittance: 91% 6. Back Plater High -Density' Polyethylene BocWngr Reduces torque• iii the frame, is lightweight and ,eliminates • the possibility * of any electrolysis issues for maximum benefit. 7. Insulation 1-3/16." polyisocyanumte foam cast under The best investment under the sun! sbUu•Hor wtiree srs+s and around. the. side of the absorber plate, retains the.heat of the water in the collector. . DFC-frea RU. meets'- U.S. and European ftridands. A 3/4" layer of mineral wool protects the polyunathvne and . provides gdditlonal collector insulation. 8. Caai ig . All aluminum e*usion casings create a sleek fnamewall. Unique extruded profile allows easy anchoring to the roof (shingle, tile, tar) or collector stands. Reinforced ctrmgr assemblies to increase rigidity. 4, gaskets All-around EPDM'gasket. Hi hly resistantio temperature differences an UV radiation. Absorbs the differential expansion of frame and glazing. r r .Irk IC:%itJE. AURORA Solar Collectors by. SoleneTM SPECIFICATIONS AND EFFICIENCIES Genera! Specifications Models isoiLhapt'01MIECIORMSOLENE11k Gross Area (sq. ft.) 31.78 40.38 Net Aperture Area (sq. ft.) 30.53 37.44 Ratio Net/Gross Area 0.95 0.95 Length (in.) 96.48" 117.96" Width (in.) 47.4" 47.4" Thickness (in.) 3.96" 3.96" Weight (lbs.) 105.8 132.2 Fluid Capacity (gal.) 1.05 1.2 Recommended Flow Rate 0.6 0:7 Test Pressure (psi) 300 300 Operating Pressure (psi) 145 145 Efficiency Ratings Clear Day Mildly Cloudy Cloudy Day Clear Day Mildly Cloudy Cloudy Day A (.9" F) 46.1 34.8 23.7 56.5 42.7 29.0 8 (9a F) 41.3 30.1 18.9 50.7 36.9 23.2 C (36° F) 34.5 23.5 12.6 42.4 28.8 15.4 D (90° F 22.4 12.4 3.3 . 27.6 15.3 4.1 E (144° F) 12.0 4.1 0.0 14,9 5.1 0.0 Efficiency Equation [NOTE: Based on gross area and (P) -1144l] Efficiency Equation [NOTE: Based aro gross area and (P)=T-Tail S 1 UN11'S: r1=0.7820 -4.28290 (P)/I -0.00484 (P)2/1 S 1 UNITS: tj-0.7840 4.28050 jP)/i -0.00484 (P)2/I I P UNITS: ri=0.7820 -0.7544 (P)/1 -0.0005 (P)2/I I P UNRS: TI=0.7840 0.7540. (P)A •0.0005 (P)2A Y INTERCEPT SLOPE Y INTERCEPT SLOPE 0.8 -4.6 W/0.0 C 0.8 .4.6 W/m2 ° C 0.8 -0.8 Btu/hrft2.° F 018 -0.8 Btu/hrft2 ° F Ti = Water temperature (T out - T in)/2 F5. To Ambient temperature F Aalene 1= Solar radiation Btu/hr/fit OG -100 Collector Approved NO" InU" korw=$y3Tzj CSG -300 System Approvals Salene Corporate Headquarters: 950 Sunshine Lane Altamonfd Springs, FL 32714 Toll Free 1.800-506-1994 Ulstribution Centers: Orlando, FL - Philadelphia; PA - Fairfield, CA RC Engineering - Wind Calculations - SL -14C 175 MPH Ultimate Wind Pressure Calculations for Flush Mount Residential Solene Aurora Collector / Rist Category II / Exposure C on 2/12 to 6/12 Pitch Roof Slope Wind Velocity Pressure Calculation per ASCE 7-10 Components and Cladding Part 2 Method 1 Pnet = Pnet30*Kzt*,k Ultimate Wind Speed - V„i, (MPH) = Nominal Wind Speed - V, = V,it x'[0.6] (MPH) = Wind Exposure = Risk Category = Topographic Factor - Kn = Adjustment Factor for Building Height = 30 ft and Exposure C - A = 175 136 C II 1 1.4 Total Wind Area of Collector - A, Length of Collector (ft) = Width of Collector (ft) = Total Wind Area of Collector (sf) = Quantity of Connection Points per Collector = Effective Wind Area (sf) = 10 4 40 4 10 Tabulated and Calculated Wind Pressure - Positive Pressures based on Nominal Wind Speed Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** = Wind Pressure for Wind Zone 1 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 3 - Pnet (psf)@ EXPOSURE C** = 19.2 19.2 19.2 26.88 26.88 26.88 Tabulated and Calculated Wind Pressure - Negative Pressures based on Nominal Wind Speed - Controls Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** _ Wind Pressure for Wind Zone 1 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 3 - Pnet (psf)@ EXPOSURE C** _ 30.5 53.1 78.5 42.70 74.34 109.90 Installation of collectors in specified wind zone is not recommended, and requires site specific structural engineers approval. Note: Plus and minus signs signify pressures acting toward and away from surfaces, respectively. Uplift Force on Collector Connection Fc„ ,j, _ [(Uplift -Collector Weight)/(Quantity of Connection Points)]*Effective Area -Neglect Collector Weigh Total Wind Area (sf) = Quantity of Connection Points per Collector = Uplift Force per Collector Connection (lbs/connection) = 40 4 743 Required Lag Bolt Size and Length to Wood Truss Per 2005 Edition ASD NDS for Wood Construction W' _ `N*(Cd)*(C.)*(G) Southern Pine Wood Truss Specific Gravity - G = Withdraw Value for 3/8" Lag Bolt (lbs/in) and specified Specific = Gravity Embedment Depth (in) = Embedment Withdraw Design Value - W (lbs) = Load Duration Factor (Cd) for Wind Load (Ten Minute Intervals) = Wet Service Factor (Cm) in areas > 19% moisture content in-service _ conditions Temperature Factor (C,) in areas with experience sustained exposured _ to elevated temperatures 125 'F < T < 150 'F Adjusted Embedment Withdraw Design Value - W' (lbs) = 0.55 352 3 1056 1.6 0.7 q 0.7 v 827.9 " Acceptable Design Value Check = Factor of Safety (Adjusted Design Value Uplift Force) = OK •",. 1.11 ar These calculations are compatible with the SL -14C stock drawing. Embedment depth shown above does not include any r6 f decking. Rick Castillo, PE FL PE #52590 JUN 1 3 2013 o0111111 -Ili# Tit 4 e•s••ee••• O d' F i e SOLENE COLLEC I UK UNLRAL NU I t5: 1. APPLICABLE CODE: 2010 FLORIDA RESIDENTIAL CODE & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2010 FLORIDA BUILDING CODE 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 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. BUILDING NOT TO EXCEED 30'-0" ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE. 4.EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) ST STEEL CARRIAGE BOLT PER CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) 8" DIA. A276 STAINLESS STEEL LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT. S. 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 SOLENE INSTALLATION MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. 7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. 8. SOLENE COLLECTOR(S) THIS SHEET SHALL BE ALL SOLENE AURORA AND SLSG (SPLIT GLASS) COLLECTORS. 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 2010 FLORIDA RESIDENTIAL CODE OR LOCAL GOVERNING CODE. ULTIMATE Vasa WIND Vna WIND Via WIND QUANTITY OF EMBED. COLLECTOR WIND SPEEDPRESSURES I JI PRESSURES PRESSURES BOLTS- BRACKETS DEPTH LAYOUT Vic (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR REQ. 110-140 17.5 , -27.9 17.5 , -48.6 17.5 , -71.8* 4) 8" DIA. - (4) BRCK. 2" ** PORT., LAND. 141-175 26.8 , -42.7 26.8 , -74.3 26.8 , -109.9 4) " DIA. - (4) BRCK. 3" ** PORT., LAND. 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 2010 F.R.C. MINIMUM Vaa WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2. EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR. LAG BOLT DEPTH RE UIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING. INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. TYPICAL COLLECTOR PITCHED ROOF LAYOUT WIND ZONES - SCHEDULE - PLAN 1 SCALE: NONE SL'3 NOTE: FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING NOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED. SOLENE ALUM. MOUNTING BRCK. TYP 4 PLCS. SEE SCHEDULE THIS SHEET 2'-0" O.C. TYP. I I uj; LL wl O 01 PORTRAIT ORIENTATION TYPICAL COLLECTOR ORIENTATIONS SCALE: Q"=1'-0" ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. o O o SOLENE ° COLLECTOR TYP. 0 0 2 S.Y.P. WOOD ROOF TRUSS BEYOND e" DIA. ST STL LAG BOLT TYP. SEE SCH FOR EMBED DEPTH REQ TYP. WOOD SHEATHING TYP. REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL TYPICAL ASPHALTLMETAL SHINGLE CONNE ION DETAIL/'3 SCALE: 1 =1'-0" SOLENE ALUM. MOUNT] TYP. BRCK. TYP 4 PLCS. SEE Z-011 O.C. SCHEDULE THIS SHEET ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE SOLENE ALUMINUM FRAME SECTION TYP. 16" STAINLESS STEEL CARRIAGE BOLT TYP. PER MOUNT BRACKET SOLENE ALUMINUM FLUSH MOUNT BRACKET SLOTTED HOLE TYP. IN FRAME TYP. TYPICAL CARRIAGE BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SCALE: 12"=1'-0" REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT. SOLENE COLLECTOR TYP. SOLENE ALUMINUM MOUNTING ABRACKET. ` G=, 8" DIA. ST STL LAG BOLT TYP. o ° SEE SCH FOR EMBED DEPTH REQ TYP. SOLENE 3X3Xg - 4" ALUM. 6063T6 W/ 1" DIA. X 16' \' INSERT "LIFT KIT' ' ASSEMBLY TYP. , FLAT OR BARREL WOOD TILE TYP. SHEATHING TYP. 2 S.Y.P. WOOD ROOF TRUSS TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 Z'=1'-0" SL -3 ROOF SHINGLES TYP. WOOD SHEATHING TYP.-- SOLENE COLLECTOR SOLENE ALUMINUM TYP. MOUNTING BRACKET ° o ° o 2 S.Y.P. WOOD ROOF TRUSS TYP. 2X PT S.Y.P. WOOD OR ALUMINUM UNISTRUT CONT ALONG PANF] s TYP. s DIA. ST STL ALL-THRD ROD WITH NUT - WASHERS MAX. Y-0" O.C.-LOCTITE ALL NUTS TYP. ALL CONNECTIONS TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL 3 % SCALE: 1 Z'=1'-0" SL -3 2 S.Y.P. WOOD ROOF TRUSS BEYOND j S.Y.P. (2) 2X4 LOCATE BETWEEN TRUSSES WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TY% 8" DIA. ST STL LAG BOLT TYP. SEE SCH FOR, EMBED DEPTH REQ TYP. REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL r TYPICAL WOOD SPANNER OPTION a a FOR UNALIGNED TRUSS - BRACKET ° • CONNECTION DETAIL SCALE: 1" SI a L$ 0cn n Ln cn NLn Ln un , wM a NMS IJL n O u __ Lu NtoUrM LnJ >_ 5 w og a Lu ZLu r.00`n cn M W d- N v ceo I PROJECT: I DATE: 8-8-2013 DRAWN BY: ]AT CHKD BY: EEC SCALE: AS NOTED DRAWING # 111 MAY 15 2015 d ILr) ll~ IL JIF- ILn JIF- I JI DILL DILL DILL DILL C ell LANDSCAPE ORIENTATION ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE SOLENE ALUMINUM FRAME SECTION TYP. 16" STAINLESS STEEL CARRIAGE BOLT TYP. PER MOUNT BRACKET SOLENE ALUMINUM FLUSH MOUNT BRACKET SLOTTED HOLE TYP. IN FRAME TYP. TYPICAL CARRIAGE BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SCALE: 12"=1'-0" REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT. SOLENE COLLECTOR TYP. SOLENE ALUMINUM MOUNTING ABRACKET. ` G=, 8" DIA. ST STL LAG BOLT TYP. o ° SEE SCH FOR EMBED DEPTH REQ TYP. SOLENE 3X3Xg - 4" ALUM. 6063T6 W/ 1" DIA. X 16' \' INSERT "LIFT KIT' ' ASSEMBLY TYP. , FLAT OR BARREL WOOD TILE TYP. SHEATHING TYP. 2 S.Y.P. WOOD ROOF TRUSS TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 Z'=1'-0" SL -3 ROOF SHINGLES TYP. WOOD SHEATHING TYP.-- SOLENE COLLECTOR SOLENE ALUMINUM TYP. MOUNTING BRACKET ° o ° o 2 S.Y.P. WOOD ROOF TRUSS TYP. 2X PT S.Y.P. WOOD OR ALUMINUM UNISTRUT CONT ALONG PANF] s TYP. s DIA. ST STL ALL-THRD ROD WITH NUT - WASHERS MAX. Y-0" O.C.-LOCTITE ALL NUTS TYP. ALL CONNECTIONS TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL 3 % SCALE: 1 Z'=1'-0" SL -3 2 S.Y.P. WOOD ROOF TRUSS BEYOND j S.Y.P. (2) 2X4 LOCATE BETWEEN TRUSSES WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TY% 8" DIA. ST STL LAG BOLT TYP. SEE SCH FOR, EMBED DEPTH REQ TYP. REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL r TYPICAL WOOD SPANNER OPTION a a FOR UNALIGNED TRUSS - BRACKET ° • CONNECTION DETAIL SCALE: 1" SI a L$ 0cn n Ln cn NLn Ln un , wM a NMS IJL n O u __ Lu NtoUrM LnJ >_ 5 w og a Lu ZLu r.00`n cn M W d- N v ceo I PROJECT: I DATE: 8-8-2013 DRAWN BY: ]AT CHKD BY: EEC SCALE: AS NOTED DRAWING # 111 MAY 15 2015 d