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HomeMy WebLinkAbout10-10592 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10592 PLUMBING PERMIT Permit Number: 10592 Address: 7152 ASHLAND DR Permit Type: PLUMBING ZEPHYRHILLS, FL. Class of Work: PLUMBING /NEW Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35 -25 -21 -0050- 00000 -0370 Improv. Cost: 4,500.00 .. ' . g h,; ,a. �: � o .. Date Issued: Name: MARSH, MORRIS & ANN Total Fees: 82.50 Address: 7152 ASHLAND DR Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/16/2010 Phone: (813)780 -6787 Work Desc: INSTALL SOLAR WATER HEATER FAFCO SOLAR OF TAM PLUMBING FEE 82.50 • 14 1ST ROUGH PLUMB 2ND ROUGH PLUMB SEWER WATER FINAL pmErQn REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not a job site g) work not accessible. 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, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances rdr 4i l CON RACTOR PER OF I. PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813- 780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 Building Department # /0 ; Date Received s ( 0 Phone Contact for Permitting a- ael - 003 tt ► s Owner's Name AN Q €D MASH Owner Phone Number Owner's Address q l 5 a ✓` A �sk-Rl.),z. Oa_ Owner Phone Number Fee Simple Titleholder Name . I P Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS q 15 a PSt LA- JD ID 2 LOT # 34 SUBDIVISION RL'I4A V i LLA kE PARCEL ID# S C9`5 a 1 o SO (boo ® 3f (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I ' I SIGN I I 1 I DEMOLISH 74 INSTALL REPAIR PROPOSED USE 1 1 SFR n COMM 1 1 OTHER 1 TYPE OF CONSTRUCTION IN I BLOCK n FRAME I 1 STEEL n DESCRIPTION OF WORK SOON 2 1..1ATC W EA 1 BUILDING SIZE SQ FOOTAGE HEIGHT 1 (BUILDING $ VALUATION OF TOTAL CONSTRUCTION I (ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY n W.R.E.C. IV (PLUMBING $ Li � bJ r cot-fiver A l P I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 0 1 (GAS I I ROOFING n SPECIALTY I I OTHER 0 /U° C FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I (YES NO �/� 4v Pk"' 11111111111111111H1H1 BUILDER COMPANY SIGNATURE REGISTERED I Y / N I FEE CURREN I Y/ N I Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y / N I FEE CURREN I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N 1 FEE CURREN I Y/ N I Ai Address Lice - - # OTHER ■ /1 (�', i� r Q COMPA N Y SIGNATURE t��' (� �,, REGISTERED FEE CURREN J I Y / /—N7 I ,� Address 5933 fr D - Z. oLe. C12 License # � o -1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. * ** *PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 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 any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD! A YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACT 6 Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) be'. e me this by by Who is/are personally known to me or has/have produced Who is /are pereeie4y-kwold n to me or has /have produced as identification. as identification. 4111 �._ *— atary Public Notary Public Commission No. Commiss 01 o. +'Fl c JAC i BOGES Name of Notary typed, printed or stamped Name of Notary t e`�pri ttec ber 12, 2010 r : w, r - nm Insurance 8004867019 t •Y I` 1f r; P' rA 1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: J 1 0 (a-v Date Received: 6- ( to Site: 7 l 5-2 -- 5 - /1 / 34 Permit Type: 56 1 a v- wa ►" ii-acc Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This co ent sheet . . I be kept with the permit and/or plans. di ../ — 3 Ka in S er '1. s Examiner Date Contractor and/or Homeowner fr (Required when comments are present) 1111110111011111100010111011101110111011111111111 2010085597 NOTICE OF COMMENCEMENT Rcpt :1310645 Rec: 10.00 DS: 0.00 IT: 0.00 06/16/10 C. Condry, Dpty Clerk Fermi /No. Tax F elio No . /0370 THE •4DERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.1 the Florida Statutes, the following information is provided in . s OTIQE OF CONMENCEMENT. .2S •• ' 4/ • ..0/0370 1.Descnption of property (legal description) : • a • / . � " �. IC % " 1 /q '` !,! - I • 1 a) Street (job) Address: a �X.W7 / lIffe ,' Gt 1;f7 �• � 2.Gen eral description of improvements: p i a II EF17I �INI Mi 3.Owncr Information n a) Name and address: 11 r..ti I I i ' ( 715. 1t , i ,., Ofl VC. _ I_/ / I 3 • b) Name and address of fee simple titleholder (if other than owner) c) Interest in property Owner 4.Contractor Information //�� /+ , a) Name and addres f Tamp' 5733 L4ke d 1. .I rt *4Lk ?Wee) 3� b) Telephone No.: — — 3 Fax NZ. (Opt.) _7a -3_1,23_47: ) I O L 5.Surety Information a) Name and address: PAULA S . O ' NE 1 L , Ph . D . PRSCO CLERK & COMPTROLLER b) Amount of Bond: 06/16/10 11: 21am 1 of 484 c) Telephone No.: Fax No. (Opt.) OR BK 8355 PG 4 g 6.Lender V a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PINELLAS 0. S ignature of Owner or 's Authori Officer rrLLidr Thargh Pn'gt Name The foregoing instrument was acknowledged before me this `S day of lei , 20 0 , by filacited I rYlarsh as Owner (type of authority, e.g. officer, trustee, attorney in fact) for sttf (name of party n ehalf of whom in ment was executed). Personally Known OR Produced Identification ' Notary Signature n�/� �y N �' / � ' Type of Identification Produced FL Dal/ � Name (print) _ /Ve /_41_/ !n o y 1 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 best of my knowledge and belief. DENIM 1ANNON FORMS/NOC,rvsd2007 NOTARY PUBLIC /1 STATE OF FLORIDA Signatu Person Signin Tine # 10.) Above 1.11 lit -3 Comm# DD0935108 • Expires 10/21/2013 `�O , Solar ` � - 1 - 1 Solar Sensor Collectors �: - Mounting PEX f Hardware plumbing ,�. — — lkik — -- Roof Vented Jacks Drainback 4 Tanks with `, _ Cold Water Level .— ` - _ ? Shut-Off Indicator �--- - - -- - Valve - • _ , - _ . INCOMING 1 1 COLD _ Anti -Scald Solar � �1 HOME HOT Valve Controller 1s WATER +i Water Heater or Temperature , I i , �g� 4 Storage Tank Gauges 1 E 1; Co axial tank 1 :.. ad Drain Valve adapter Circulation t °- 3 Tank Temperature i '` _, , Sensor Module �.. ,d a ._ n ; TR r», The Steca TR 0301 was the first controller on the market to be equipped with a graphic display, on which an animated solar circuit of a solar energy system fully indicates the operating status of the system. The clearly arranged display ensures easy operation using pictograms. The controller was jointly designed with an in- ternationally renowned design centre. The controller is used J� for monitoring and controlling solar thermal systems with ♦~^+""Y" one collector array and one storage tank. In addition, the controller performs important system monitoring and safety functions to ensure safe and long- lasting operation of the en- tire system. The numerous additional functions of the Steca TR 0301 also include a maximum storage tank temperature function, a tube collector function, an anti - freeze function, a holiday and storage retool function as well as a choice of �I ■ICI ■ICI ■ICI ■I �� temperature indications in either degrees Celsius ( °C) or Fah- renheit ( °F). The operational safety of the system is supported by a sophisticated fault diagnosis. The multi - coloured LCD backlighting ensures quick and safe location of occurring er- — I; rors and facilitates quick troubleshooting. ® I I • 117 9 System voltage 230 V (- 15 %), 50 Hz optional 115 V (± 15 %), 60 Hz Own consumption <_ 1 W Inputs 3 3 x temperature (P11000) Output 1 1 x switch output relay (R1), max. 800 W (230 V) Turn -on temperature difference 8K Turn -off temperature difference 4 K Ambient temperature 0 C .. +45 C Degree of protection IP 20 / DIN 40050 Dimensions (X x Y x Z) 134 x 137 x38 mm Weight 250g '.. Technical data at 25 C / 77 F p FI4Cf 0 SOLAR HEAT EXCHANGER DESCRIPTION: The Revolution TM Solar Collector is manufactured in Chico, California. The collector is a specially developed, highly stabilized polyolefin and is of parallel, circular channel design. The collector channels are dimpled using a subtle combination of angle, depth and frequency. This technology directs the water into a spiral, revolving flow exposing all the water molecules to the suns warmth. It is unglazed, uninsulated, and designed for low temperature applications such as swimming pool heating, heat pumps, aquiculture, and hydroponics. DIMENSIONS: Header Length = 50.875 in. (1.29 m) Width (Panel body) = 47.5 in. (1.21 m) Overall Dimensions Effective Area 4 ft. X 8 ft. (1.22 X 2.44 m) 30.8 ft (2.86 m 4 ft. X 10 ft. (1.22 X 3.05 m) 38.8 ft (3.60 m 4 ft. X 12 ft. (1.22 X 3.66 m) 46.6 ft (4.33 m ROOF MOUNTING SPACE: Width = [Number of panels X 50.875 in. (129 cm)] + 24 in. (61 cm) Length = Panel length + 24 in. (61 cm) RACK SPACE: Width = [Number of panels X 50.875 in. (129 cm)]+ 2 in. (5 cm) Length = Panel length + 6 in. (15 cm) FLOW: Maximum recommended flow = 8 gpm per panel 3.47 psi head loss (1,817 I /hr, 0.244 kg /cm Minimum recommended flow = 3 gpm per panel 0.48 psi head loss (681 1 /hr, 0.034 kg/cm Recommended flow = 4 gpm per panel 0.87 psi head loss (908 I /hr, 0.061 kg /cm PANELS PER BANK: 12 panels single end feed (maximum) 17 panels diagonal feed PRESSURE: NORMAL OPERATING MAXIMUM INTERMITTENT PRESSURE PRESSURE 80 ° F (27 ° C) 0 to 30 psi 45 psi (0 - 2.2 kg /cm (3.21 kg /cm 212 ° F (100 ° C) 0 to 5 psi 5 psi (0 - 0.35 kg /cm (0.35 kg /cm 70 ° F (21 ° C) Measured burst pressure of panel body = Over 300 psi (21.0 kg /cm TEMPERATURE: Normal operating temperature = 60 ° F to 90 ° F (16 ° C to 32 ° C) Maximum continuous operating temperature = 212 ° F (100 ° C) Maximum intermittent temperature (unpressured) = 250 ° F (121 ° C) Melt temperature = 338 ° F (170 ° C) CHEMICAL RESISTANCE: Compatible with common collector fluids CORROSION: Non - corrosive FREEZING: The system should be drained before freezing conditions occur. WEATHERABILITY: Weatherometer, accelerated outdoor exposure, and other extensive laboratory testing demonstrates long -term weatherability of Revolution TM collectors (see warranty). Additionally, FAFCO's experience of 30+ years and over 1,000,000 collectors installed confirms that the proprietary stabilization and high mechanical strength results in negligible warranty over the FIFTEEN -YEAR warranty period. !t L OChu11VW® Sun Saver High Efficiene, Water treaters. Boners and Pool Healers Solar Standard Features Heaters • Exceeds ASHRAE Energy Standards • Foam Insulation — Improved formulation provides uniform tank coverage with a thick blanket of insulating foam. This non -CFC polyurethane closed cell foam minimizes standby heat loss and maximizes heat retention. • Glass -Lined Tank — Fused to the tank at 1600 °F, the durable glass lining is triple- tested, assuring lasting protection against rust and corrosion while providing clean. clear hot water. Orriff7s-- • Magnesium ''rank Saver — A large diameter anode rod • provides lasting protection from the etlects of electrolytic corrosion. . 7Cit 1.00 1111121' • Dielectric Nipples — Protect the tank from corrosive action between dissimilar metals, and reduce installed cost. • Thermal Isolation — Unique design prevents heat Toss through the bottom of the tank. • • Side Relief Valve Tapping — This provides quicker, labor- saving installation. • Pre -Wired Tank Sensor Lead • Heating Element — 4500 watt immersion type heating element for heating system back -up. • Certified at 300 psi test pressure — for 150 psi working • pressure all models . • Brass Drain Valve • Warf - Six year limited tank warranty. , s;„ } Six year warranty on parts. 'x (See warranty for details)`` Ten year limited tank warranty upgrade also available. �. Sun Sauer Solar Dimensions and Specification TOP VIEW 111111111.1.11111111111101111111111111. "( illir \ M > ; ; A. Wires from Sensor Mounting Stud 4 a __ 0 3 B. Thermostat i 2 1 J C. Heating Element ( t.) D. Collector Return Tube C E. System Inlet Tube ( , #1 - 314" Pump Suction ( I F. T Non -CFC Foam Insulation #2 - 314" Cold Inlet #3 - 314" Collector Return l I r i G. Pump Suction Tube #4 - 3/4" Hot Outlet 1,' ; H ° H. Hot Outlet /Anode Rod 1— e 1 I� - ! T 1 ± - . T � E~ I Sensor Mounting Stud I? , • s 1 °r / J. • Thermal Feet K. Glass Lined Tank e. I l:• a, L. Brass Drain Valve • II M . T &P Valve Opening T A o s .i. N. Alternate Collector Return Opening E s. 0. Alternate Collector Supply Opening . "' - O s , , Alt. Coll Alt CoHH. Model Gallon Return Supply Shiipping. Number Cu 'suit ' A B A E 1 Wei.: ht FTA066K 65 59" 22" 52 -1/2" — — 165 FTA082K* 80 59" 24" 52 -1/2" 38" 8" 210 _ FTAl20K* 119 62 -3/4" 28" 56" 38 -1/4" 8" 310 \we *Models j rdmr uirrrnrac c oNer.'rnr supply and return c•ontlectinnc. Voltage and tr 2401' 10 - 4 110IC For Ease In Ordering By Model Number FT A 082 K All models available with a Six Year Limited tbar•ranlr against tank failure. \ s c ` Li parrs gyre on a gain s ti t nk t'eu r (, i s � F Three year limited warranty on all models when installed in a conrnrercial applicaf1011. Tilts heater is a Solar water heater with a 6 year (A Teri Year Limited (c Hilo-anti upgrade warranty. It has an 82 gallon Tank capacity and one 240V 1 C. 4500 welt element. is' available.) ---- -Tli ik ilt _. i Lochinvar® US High Efficiency Water heaters. Boiler, end Pool Heaters 1 OCIIir:.a 1_'O 01;11101 • 00 Maddox Sirnt3s 1(1 Pkwy • I ehanon, 1' 7000 ^ 1 15- 1- : -s0(1(1 ' 1 1 _ I ik 1 ! www.Lochinvarcom SO-05 i tRc 'set! 50 - 1iS 2 :08) 3 0i- I'rnrlcd in I I S. 3. WEIGHT: Without Water: 4 ft. X 8 ft. 13.5 lbs (5.04 kg) or 0.42 Ibs /ft (2.05 kg /m 4 ft. X 10 ft. 15.9 lbs (5.93 kg) or 0.40 Ibs /ft (1.95 kg /m 4 ft. X 12 ft. 18.3 Ibs (6.83 kg) or 0.38 Ibs /ft (1.86 kg /m With Water: 4 ft. X 8 ft. 51.1 Ibs (19.1 kg) or 1.60 Ibs /ft (7.81 kg /m2 4 ft. X 10 ft. 59.8 Ibs (22.3 kg) or 1.50 lbs/ft (7.32 kg/m 4 ft. X 12 ft. 68.5 Ibs (25.6 kg) or 1.43 Ibs /ft (6.98 kg /m ABSORPTIVITY: 0.96 EMISSIVITY: 0.90 TIME CONSTANT: 64 seconds TESTED OUTPUT: 1,064 BTU /ft (Florida Solar Energy Center) PERFORMANCE CURVES: INCIDENT ANGLE MEASURED EFFICIENCY CHARACTERISTICS Average flow rate 4.8 gpm (1090 I/hr) Average wind velocity 1.2 mph (1.9 kmfir) 1.05 100 90 80 J >- 70 z w 0.95 w 60 Q U� 50 W O 0 .9 40 o2 30 z 0.85 20 10 0.8 - 0 0 0.2 0.4 0.6 0.8 1 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 (1/(Cos IncAng)) - (TrTa) /1(F sqft hr/BTU) EFFICIENCY vs. FLOW (for typ. conditions) PRESSURE vs. FLOW 0.80 8 6 0.70 U N Z h w O 4 J LL Q w 0.60 w 2 0 0.50 0 1 2 3 4 5 6 7 8 0 1 2 3 4 FLOW RATE (gpm per panel) FLOW RATE (gpm) Additional test data available on request P/N 06838B 2/01 BUILDING PLANNING . dY t a, _.,„ a i (.0 (0. GABLE ROOFS WALLS 0 <_ 10° a a l latai Ial 1 a ` d. O: ® i� OO I O c ( / � f ' I I I ®1 v , (i) ®, O OO h CD ( a :CD `D; 0 O h 10 < 0 5 45 �� ' e@ ' 10° < 0 `— 30 GABLE ROOFS 1 a 10° < 0 <_ 45° HIP ROOFS 10 ° <0 <_30° For SI: I foot = 304.8 mm, I degree = 0.0175 rad. NOTE: a = 4 feet in all cases. FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.7 Note: L = span length, H = span height. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°• a. The wind load shall be permitted to be taken as 0.7 times the Component and ALLOWABLE Cladding loads for the purpose of the determining deflection limits herein. STRUCTURAL MEMBER DEFLECTION b. For cantilever members, L shall be taken as twice the length of the cantile- ver. `ters having slopes greater than 3/12 with no c. For aluminum structural members or panels used in roofs or walls of sun - L /180 'ed ceiling attached to rafters room additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not exceed L /60. For sandwich panels vans and partitions H/ 180 used in roofs or walls of sunroom additions or patio covers, the total load Ilastered ceilings L/360 deflection shall not exceed L /120. Ural members L/240 R301.8 Nominal sizes. For the purposes of this code, where ti taster or stucco finish H/360 dimensions of lumber are specified, they shall be deemed to be nominal dimensions unless specifically designated as actual ' loads' with brittle finishes L/240 dimensions. , ds' with flexible L /120 'TIAL 3.11 2001 BUILDING CODE WITH 2005 REVISIONS, 450E 1-02 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: v.150 MPH, EXPOSURE "B" OR "C ", CAT II: 1.1.0, Kci.0.85, Kzt.1.0, Kz.TABLE 6.5 qn . 0.002564 Kz•Kzt•Kclv-vI, P . qh ((GCp)- (GCp1)), GCpI..0.I8, MR14.30', INT ZONE 1 ' STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE STRENGTH OF 16001b. SCREWS SHALL BE •12 OR BETTER STAINLESS STEEL AND SHALL FULLY Ct PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH SICAFLEX Ia CONSTRUCTION SEALANT APPLIED TO A I /8" PILOT 1-10LE PRIOR TO AND AFTER PLACEMENT OF THE FASTENER AS SHOWN HEREIN. TI DETAIL v4LID FOR A ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL 0 SITE SPECIFIC ENGINEERING REQUIRED BEYOND. END ZONE 2 . 4' DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 150 MPH. 1415 DETAIL NOT z VALID IN DADE COUNTY. CD O Z OC..) U GENERAL NOTES: O C U 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE J WITH THE REQUIREMENTS OF THE BUILDING CODE AS STATED HEREIN. ALL LOCAL CODES SUPERSEDING THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN IN DESIGN // AND MAY REQUIRE ADDITIONAL ENGINEERING. 2. ENGINEERING VALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING APPLICATIONS. \ lCa'a/y That lHave Reviewed These 3. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (5HOWN) o,r,, T Plans And They Conform To: AND HORIZONTAL. Chapter 18 of the 2007 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE Flanda Building Code CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS With 2009 Revisions THE ROOF SURFACE. NO WARRANTY, EXPRESSED OR IMPLIED 15 OFFERED FOR THE INTEGRITY OF THE EXISTING STRUCTURE. Design Criteria: Beale Wind Speed 150 mph 5. I/2 MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION SUBSTRATE Wind Importance Factor 1 Building Category II 6. NO CERTIFICATION IS OFFERED FOR PLUMBING OR ELECTRICAL WORK. T1-4I5 15 A STRUCTURAL CERTIFICATION ONLY FOR 4NCI -ORAGE TO THE EXISTING ROOF STRUCTURE. Wig Exposure B Internal Pressure Coefficient / reasure 4/- 0.18 1. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAT VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS Components riding Design Pssure .35.9/ -072 C PRIOR TO INSTALLATION. No Other =. e 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. Are Stated ar -mp' USE OF T1415 SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES t SAVES HARMLESS 11-415 ENGINEER FOR ALL COST 4 DAMAGES INCLUDING LEGAL FEES t APPELATE FEES Bryan A Mdyel P... Mol Engin:.. ., t RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION 108, . In• atrial .r. Ste. W PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 4 FEDERAL 0 - !, FL 7:< CODES 4 FROM DEVIATIONS OF THIS PLAN. PE "'1•" /' / 4/ /( 9. NS NT P Y ROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR , I _ AFFIRMATIONS ARE IONS ARE INTENDED. f.: a Raised 10. SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: / "/ " n �e 1n k A. UP TO 150 MPH WINDS (3 SECOND GUST). �/ B. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (45 DEFINED IN THE DIAGRAM FBC 1605.60) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING SPECS 10 /4 -1 (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL l DATE: BE REQUIRED). /March 13, 2009 II. THIS DOCUMENT MAY BE MASTER FILED. DRAWN BY: / (� la T.5.8. 12. 11415 ENGINEERING EXPIRES ON (/ ` ". � V - +; a OR UNTIL SUPERSEDED BY NEW CODE WHICHEVER COMES FIRST. 11. AM 11.22.. 4 COPYRIGHT © 2008 MOLYET ENGINEERING Sof'tPlan Lite \\ SHEET NO: A -1 , GENERAL NOTES DACRON BODY STRAP 4 CLEATS DACRON UPPER HEADER STRAPS • TOP, MID, AND BOTTOM OF ALL PANELS 4 CLEATS SPACED AS NOTED FASTENED PER MOUNTING DETAIL 5 /A -I (SEE DETAIL 5 /A -0 a • / • 8', 10', if TALL x 4 OR 2' W. SOLAR PANEL: � / %i� �_ / END STRAP / / 4/ 4 " //' - " I l liP- 1/". . "Noe. \ �fi�� " ' � /... D STRAPS /4"/"/ . _ `�`���i END STRA' __ ZOkE � IONE ? (8 E E 10,74:— , -., 111140... E=ILI ... ,..... .......„ LI 0 o o SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMIATATIONS: TIE DOWN CLEAT GAP A. UP TO 150 MPH WINDS (3 SECOND GUST). +12 OR BETTER STAINLES STEEL SCREW B, ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE, C. IF ANY PORTION OF' THE SOLAR PANEL LIES IN ZONE 2 4' TO FULLY PENETRATE ROOF SHEATHING � TIE DOWN CLEAT BASE (AS DEFINED IN THE FIGURE FBC 160S.6C) ADDITIONAL STRAPPING IS REQUIRED - SEE STRAPPING SPECS 6 /A -L FOR DACRON STRAPPING (SEALANT BELOW) (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED) 4,pr 3/16 PILOT HOLE SEALANT / HOUSE ROOF E COVERING (MAT VARY - ASPHALT, TILE, OTHER) • e. li 4#1, a, • NUMBER OF BATS VARIES AS NEEDED TYPICAL CONN. TO ROOF DACRON BODY STRAPS AND TIE DOWN CLEATS (5EP DETAILS 14 2/A -4) FASTENED WITH 4 14 5115 TO ALUMINUM RACK BELOW CJ 7 -° r ° • ` uIul.lII ■ ■�.... TTPJ CONN. TO ROOF 1. �I i i ' ,, I ANGLES DOWNWARD I DACRON BPODDY 11AWT , �' ' �� ' ' , ' i O (SEE STRAPPING 9PEOS ' " I 0/ i • B 10 /A 1 FOR LOCATIONS) ' _ .' 4I 5 ooE Q Q I "x2 "x1/8" AWMN. < /' ° I.1" CHANNEL 9 \ I " 9', IO', 12' TALL 1 4' Y ''f ff�I TYPICAL CONN. TO ROOF SOLAR PANELS WITH ELS OPTIY'1 ONAL L (SEE DETAILS I 1 2/A -1) (2) 4 14 5115 EA. CONN, ,. ° - +E10JENTIA SUBSTRATE ' ll / . wuuiuuui���.` 11I L❑° II i • 1 1 . 34" - 52" .. VARIES W/ NUMBER AND SIZE OF COLLECTORS r STRAP QUANTITY AND SPACING ZONE 1. • UNIT LENGTH STRAP QUANTITY STRAP SPACING s' -0" " 4 DACRON BODY STRAPS STRAPS TO BE EVENLY SPACED, 10' -0" 4 DACRON BODY STRAPS END STRAPS TO BE WITHIN 12" FROM END OF PANEL Iy_O" N 5 DACRON BODY' STRAPS ZONE 2 - . UNIT LENGTH STRAP QUANTITY STRAP SPACING . S' -0" 5 DACRON BODY STRAPS STRAPS TO BE EVENLY SPACED, 10' -0" 5 DACRON BODY- STRAPS END STRAPS TO BE WITHIN 12" FROM END OF PANEL - 12' -0" 0 DACRON BODY STRAPS = 0 - — —1 | Z ^ ii i 4 411 I I f ,„.,„ , ,. s' , , I___J 61 t 1i i /:. '<:',,,,:- „:';NA kil t. 1 ill PV el \ 'k V:4. ; " 73 C i . 1 '"[ ii. 'khr (' ,' C eilg if i I C:3 Homx i __ _, . 7 7 - - T _ . _ > ' -- - 5 4h' , 0 .„ , c_':-.., ,,,,,,,,,,,,,, 1 z z mii, ,< ,H, ,,,,,, , ..,.. / . „,,,. .., ,_ ! 1 r- ' 1 i' j I ,.... --, _, ... :_____.. 0