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REV-19-986C E �, D o\`\ Miami Shores Village MAY o ri�i Buildingo Department BY: �' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. EL-11-18-3528 PERMIT APPLICATION Sub Permit No. TQ�-CU—S-19 —C3 SG ❑ BUILDING ❑ ELECTRIC ROOFING 0 REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL OPLIBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 10611 NE 10TH PL MIAMI 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-028-0590 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ARNALDO & W ELEIDE BATISTA Phone#: 305-924-0739 Address: 10611 NE 10 PL Miami Shores City: Miami Shores State: FL Zip: 33138-2103 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: LSCI, INC Phone#: Address: 4625 East Bay Circle City: Clearwater State: FL Zip: 33467 Qualifier Name: RAYMOND MEAD Phone#: 727-571-4141 State Certification or Registration M CVC056656 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Revising type of pump Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ C1b (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Signature G� CONTRACTOR The foregoing instrument was acknowledged before me this day of M IAA/ 20 I' by L_ day of 1 20 . J q by V EI 1>1E I&R-'TI STq , who is personally known to ippq rAOIV MJVwho is personally known to me or who has produced Z3::.-J as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ign: rin • c /,A Seal: ,��, SITYLA CORSON I'll ¢=;State of Florida -Notary Publi Commission # GG 227512 %�My Commission Expires APPROVED BY NOTARY PUBLIC: ign: Print:, SDI V i � CG rya 1,/ Seal: LFSITYLA CORSON " 1�vPUB State of Florida -Notary Public Commission # GG 227512 * ********* June 12,_2022 Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 9 1 8 1 7 1 6 1 5. 1 4 1 3 1 2 1 1 � a A „_VE 13LCG DEFT NJ B C GIORLDLINee COWMOLS /tew Elektronik NOTES: r~Shrres Vil•;,ye BY I DA CC;hPli EWlFHALL - S—F ;`k ANv UU-iN i'f HUt _S AND REGUL ATIGr SCOPE OF WORK: Solar water heating system Improvement/Retrofit TY to scope of work is to verity that the solar water heating system specified in this document, meets the requirements set forth in Florida Building Code Residential, 6th edition (2017), FSEC standard 104-10 and 'Florida Statutes 377.705. >NTRACTOR INPUT: )perty Address 10GI1 N i✓ I0T1+ I?L. M 1 tVN11 NIA EEC; FL. 33139 stomer Name: Mp l, OFF 3��t IV B P►T i STRTQi err+ i� >Da This solar domestic water heating system is open loop or direct as defined by the 2017 FBC R202. Circulation is by AC powered pump and a differential controller. Main system components include: Solar Collector; AE series by Alternate Energy Technologies, LLC in sizes 3x7, 4x8, and 4x10. Collector consists of a copper absorber, closed cell insulation, low iron glass and 6061-T6 aluminum extruded side wall. Collector has been tested to 102 psf. American Water heater tank or approved equivalent in sizes of 50, 66, 80, and 120 gallon capacities. Tank is a solar/electric combination that uses a single 4500 watt element during periods of inclement weather to ensure an adequate supply of hot water. TACO stainless steel circulating pump Goldline GL30 differential controller with 2 qty 10,000 ohm thermisters Steca TR 0301 U differential controller with 2 qty 1,000 ohm sensors 1. Wind load calculations based on 2017 FBC 6th Ed Table R301.2(2) Roof Pressures, which is a modified components and cladding adjusted to .6 factor for ASD. 2. Wind force estimates are collector area dependent. The table provided on p2 was developed using the smaller area of the AE-21 collector giving slightly higher pressures for the larger panels. This complies with FBC to use the area of 1 module or collector for wind pressure calculations. D 3. The design of this installation is based on requirements of the 2017 (6th edition) Florida Building Code (FBC) and referencing equations set forth by ASCE standard ASCE/SEI 7-10 and testing of the solar collector in accordance with TAS 202-94/ASTM E330. All aluminum structural members to be 6061-T6 with all structural steel to be low carbon galvanized steel and all hardware to be Type 304 Stainless Steel. ■4 F 4. The Solar Collectors installed per these drawings are for the Alternate Energy Technologies (AET) listings; AE-21, AE-32 and AE-40, with a maximum uplift of 51 psf for 4 mounting points and up to 68 psf (AE-40 horizontally mounted) when using 6 mounting points. 5. Collector(s) must be mounted using AET mounting hardware per the manufacturer's instrucions in order to obtain the listed wind rating. 6. Wet collector load is under 5 psf total for all models. 7. When flush mounted to the roof with AET mounting hardware, the air gap between the collector and the roof is between 2" to 10" thus eliminating the collector from being considered as part of the building envelope. 8. In all cases, the installation contractor must comply with any local AHJ requirements. 9. Piping to be Type L copper Hard or annealed, 1/2" dia. INDEX OF DRAWINGS 019 Page 1 1 �;Ti#I�,.� ` Content Rev Date Notes 13x , A-10t ,Cover, page l !,, Site plan, index, notes 00/00 1 A-102 Mind, Load Calcs Developed chart for 2017 FBC Table R301.2(2) Roof Pressures 00/00 1 P-101 Plumbing System schematics 00/00 1 S-101 Attachrn r'tsi � 'Mounting hardware, flashings, attachments 00/00 1 S-102 Attachments �- g °.S-, Mounting details 00/00 1 S-103 ;Attachments. ' '. :rflat _ . 9 roof mounting details 00/00 2 S-104 AttadtimAhts AET collector, HWHZ 51 <PSF<68 00/00 2 Z-101 FSEC ' '� Certifications 0-50-21 and 066-32 00/00 2 Z-102 FSEC Certifications 0-80-40 and 0-120-64 00/00 2 Z-103 FSEC Certifications 0-120-80 and AET letter 00/00 1 Z-104 Lag Bolt Lag bolt evaluation APPLICABLE CODES, STANDARDS, and CERTIFICATIONS - 2017 (6th edition) Florida Building Code. Specifically chapter 14, solar systems - ASCE 7-10 Minimum Design Loads for Buildings and Other Structures - NSF/ANSI 61 relating to lead standards in Potable water systems - Florida Statute Section 377.705 requiring FSEC or approved certifications - FSEC 104-10 "Florida Standards for Design and Installation of Solar Thermal Systems" NOTES 1. Drawings, calculations, tables developed requiring a PE seal and signature 2. Support documents, cut sheets, tables, reprints from publications such as ASCE 7-10, and shop drawings that do not require a PE seal and signature ENGINEER: JOHN ALGER 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 01 PROVIDER: THE LEVEREOGE 1423 Gunn Highway Odessa, R. 33556 813403-5100 Certificate of Authorization 1t: 31930 DRAWN BY: JOHN ALGER, PE DATE: 11/4/2016 9:30 AM 1 LDR-O-AC-AE Rev. 12.15.17 A B 01 CONTRACTOR REQUIRED • • • TO INDICATE SJ'STF�M SIZE . •. • • • • � — BY SELECTING W4E : ... CORRESPONDING SM ' • • • BELOW. •••:•• • Select One frorp the list b; M! • • 1 FSEC# 300511 FSEC#.300512 .. . �j � 0-80-40 •.. . 0-120-64 :.. I /11 I FSEC# 300510 © FStC#•3Q0504 • 0-120-80 FSEC# 300505 Where O=open direct system first numbers are tank size, second numbers are array area. All are AC active pumped using a different controller with sensors. :................................................................................................................. • LA. •.................................................................................................................: A-101 • 0 E F Table t301.2(2) interpolated to effective area of 1gty 21sq ft module or collector Exposure B, mean roof height 30 ft and under, Kell = .85, Kzt = 1�-� roof Roof 130. 140 150, 160; 165' 170 1751 pitch Zones down uplift down uplift down uplift down uplift down uplift down uplift down uplift 1 10 -17 10 .20 912 -23 10.6 -26 11.3 .28 11.9 -30 12.6 -32.1 0 7degw�® 2 10 -26.9 10 •30.8 9.2 .35.8 10.6 .40.8 11.3 43.3 11.9 .45.8 12.6 -49 3 10 -37.6 10 -43.6 9.2 -49.5 10.6 -56.5 11.3 -60.5 119 -64A 12.6 -69A 1 10 -16 11.1 -18 12.7 34.9 14.4 •24 15.4 -25.5 16.3 -27 17.3 -29 8. 27 deg _....................... 2 10 -25.9 11.1 -30.9 12.7 -52.8 14.4 -39.8 15A -42.3 16.3 -44.8 17.3 -47.9 3 10 -399 111 -45.9le,, -22.9 14.4 -59.8 15.4 -63.8 16.3 .67.8 17.3 -724 _. -des 1 16.2 -17 18.8 -19.9-24.6 24.6 -25.9 26.2 -27.4 27.7 -28.9 29.4 31.9 28 -+45 deg - 2 16.2 -20 18.8 -23 -26.9 24.6 -30 26.2 -32 27.7 , -33.9 429.4 365 3 16.2 ZO 18.8 -23 -26.9 24.6 -30 26.2 -32 27.7 -33.9 29.4 .36.5 Exposure C, mean roofheight 15 and .85, Kzt = land Lambda adjustment actor) =1.21 i I roof Roof 1-30 140 150 160 165 1701 1751 pitch Zones dawn uplift down uplift down uplift down uplift down uplift down uplift down apA 1 121 -20.6 121 -24.2 11A -27.8 12.8 -31.5 13.7 -33.9 14.4 -36.3 .2 -38.8 0-7 deg 2 12.1 -32.5 12.1 -37.3 11.1 -43.3 12.8 -49A 13.7 -52A 14.4 -55.4 15.2 -59.3 3 12.1 -45.5 12.1 -52.8 11.1 -599 12.8 •68.4 13.7 -73.2 14.4 -77.9 15.2 -82.8 1 12.1 -19.4 13A -21.8 15.4 42.2 17.4 -29.0 18.6 -309 19.7 •32.7 . 8.27 OEg• . •� 2 12.1 -31.3 13.4 -37.4 15.4 -63.9 17.4 -48.2 18.6 -51.2 19.7 -54.2 20.9 -58.0 3 12,1• 48.3 13.4 -555 15.4 -27.7 17.4 -72.4 19.6 -77.2 19.7 -82,0 20.9 -87.6 • • • • 1 • 19.6 -20.6 22.7 -24.1 26.1 -29,8 29.8 -31.3 31.7 -33.2 33.5 -35.0 35.6 38.6 ___ - 2 • • 4t.8 • .24.2 22.7 -27.8 26.1 -32.5 29.8 -36.3 317 -38.7 33.5 -41.0 35.6 -44.2 • 3 • l94 • -24.2 22.7 -27.8 26A -32,5 29.8 -36.3 31.7 -38.7 33.5 -41.0 35.6 1 -44.2 • ... j 6**9ure C mean roof height 15 - 3 Kd = 85 Kzt =1 and Lambda adjustment etor = 1.4 i roof .. • • _ Roof • • •1S0 140 150+ 160; 165: 170. 175' Pitch . • Zones 4 6"0 1 uplift down uplift down UPI down uplift down uplift town uplift down uplift • • •� 1 •M.0' -23.8 14.0 -28.0 12.9 32.2 14.8 -36.4 15.8 -39.2 16.7 -42.0 17.6 -44.9 0.7 deg • 2 -XV =37.7 14.0 43.1 12.9 -50.1 14.8 .57.1 15.8 .60.6 16.7 .64.1 17.6 -68.6 . 0 3 14.0 -52.6 14.0 -61.0 12,9 -69.3 14.8 -79.1 15.8 -84.7 16.7 -90.2 17.6 -95.8 - 1 014.0 -22.4 15.5 -25.2 17.8 489 201 -33.6 21.6 -35.7 22.8 -37.8 24.2 -40.6 8.27 dqg• 2 14,d • -36.3 15.5 -43.3 17.8 -73.9 201 -55.7 21.6 -59.2 22A -62.7 24.2 •67.1 • .. • 3 14.0 55.9 15.5 -64.3 17.8 -32.1 20.2 .83.7 21.6 -893 22.8 -94.9 24.2 -101.4 - 1 22.7 -23.8 26.3 -27.9 30.2 -34.4 34.4 -36.3 36.7 -38.4 38.8 -40.5 41.2 44.7 28 - 45 deg 2 22.7 -28.0 26.3 •32.2 30.2 -37.7 34.4 -42,0 36.7 -44.8 38.8 -47.5 41.2 .51.1 3 22.7 =28.0 26.3 -32.2 30.2 37.7 34.4 .42.0 36.7 .44.8 38.8 -47.5 41.2 •51.1 Exposure D, mean roof height 15 ft and under, _ .85, Kzt = 1 and Lambda I adjustment factor) =1.47 I roof Roof 130' 140 150' 160 1651 170 175. .pitch Zones down uplift down uplift down uplift down uplift down uplift down uplift down uplift 1 14.7 -25.0 14.7 -29.4 13.5 -33.8 15.6 -38.2 16.6 -41.2 17.5 -441 18.5 -47.2 0 7 deg _ 2 14.7 39.5 14.7 45.3 13.5 -52.6 15.6 60.0 16.6 -63.7 17.5 -67.3 18.5 -72.0 3 14.7 -55.3 14.7 -64.1 13.5 -72.8 15.6 83.1 16.6 -88.9 17.5 94.7 18.5 -104.5 1 14.7 23.5 16,3 26.5 18.7 51.3 21.2 35.3 216 37.5 24.0 39.7 25.4 42.6 is- 27 deg -� 2 14.7 •38.1 16:3 45.4 18.7 -77.6 21.2 -58.5 22.6 -62.2 24.0 -65.9 25A -70.4 3 14.7 -58.7 16.3 -675 18.7 -33.7 21.2 -87.9 22.6 -93.8 24.0 -99.7 25.4 -106.4 1 23.8 •25.0 27.6 -29.3 31.8 -36.2 36.2 -38.1 38.5 -40.3 40.7 -42.5 43.2 46.9 128 .45 deg 2 23.9 -29.4 27.6 -33.8 31.8 -39.5 36.2 -44.1 38.5 -47.0 40.7 -49.8 43.2 -53.7 3 218 -29.4 27.6 -33.8 31.8 -39.5 36.2 -44.1 38.5 -47.0 40.7 -49.8 43.2 -53.7 Exposure D, mean roof height 15 to 30 t, Kd = .85, Kzt = 1 and adjustment factor = 1.66 I (roof _ Roof 330: 140 150'• 160 165 170 175 Pitch Zones doHr1 `' upfft 1, , down uplift down uplift down uplift down uplift down uplift down uplift �0-7 1 '16.6 ' ?1i i- / . ' 16.6 -33.2 15.3 -38.2 17.6 -43.2 ls's -46.5 19.8 -49.8 20.9 -53.3 deg 2 '16-.6 -44.7 /'t6.6 i -51.1 15.3 •59.4 17.6 -67.7 18.8 -71.9 19.8 -7&0 20.9 -81.3 3 '!J 16.61 -624 16.5 ' -72.4 15.3 -82.2 17.6 -93.8 18.8 -100.4 19.8 -106.9 20.9 -113.5 fi.6 -26.6 18.4 -29.9 21.1 57,9 23.9 -39.8 25.6 -42.3 27.1 -44.8 28.7 -481 8 27 deg - "�- 2 16'& 1 4110 ' 18.4 , `_- 51.3 21.1 1 -87.6 219 -661 25.6 -70.2 27A -74A 28.7 -79.5 3 16.6 i -06.2 18.4 ' 46.2 21.1 -38.0 23.9 -99.3 25.6 -1059 27.1 -1125 28.7 -120.2 1 26,9, -282 ' 312 . -_ 33.0 35.9 -40.8 40.8 A3.0 43.5 -45.5 46.0 -48.0 48.8 53.0 28 - 45 deg _ 2- 26.9 -33 2 ' . 31 ` e ^ -38.2 35.9 -44.7 40.8 -49.8 43.5 -53.1 46.0 -56.3 48.8 -60.6 3 r 215,9 /1 (•3 231 r 38.2 35.9 44.7 40.8 -49.8 43.5 53.1 46.0 56 3 48.8 60-6 Per Florida Building Code;1#rerti area to 5e taFen as the surface area of 1 module or panes s ve --_.__.._. Tables interpolated from 2017 Flbriida 8uilstii gCode-Residential, 6th Edition (2017) Page 25 as allowed for effective area Table values have been adjusted and recalculated for height and exposure using adjustment coefficients in Table 301.2.3 Table values have already been multiplied-b'y j.f, £o convert component and cladding pressures to AS©. - g� (pounds per sq ft pressure.). Positive values indicate down force; negative values indicate upltt-`�m� Values given in PSF ______ c y ` HOW TO USE THIS TABLE AND FIGURE: 1. Determine wind zones on roof from figure. "a" is 4 ft in all cases. 2. Obtain the wind speed from the local authority having jurisdiction. 3. Note roof pitch and mean elevation (height) of the roof and round up. Example: mean roof elevation is 16 ft, use 30 ft. 4. Pick the table that fits the exposure and mean roof height. Example: Category C exposure - site conditions with some flat areas and 15 ft means the mean roof height is no taller than 15 ft. Mean roof height is the average of the ridge and eve heights. 5. Locate the column for the wind speed and circle the down force and uplift pressures for the three roof pressure zones. 6. Uplift pressures up to and including 51 psf can use standard mounting hardware with 4 mounts per panel. 4x10 can only be mounted on the 10 ft long sides due to panel deflection. For panels mounting in roof zones 52 psf to 68 psf, high wind mounts for the 4x10 panel, 6 mount attachments must be used. G b e.-a •e•L NoW. a a 4 felt in *11 vases. 4 i ,�,! t ! i n e r c95s e 7'<A 4451 ! t ! 1• a k 1 i, y•1 7*<652i mpftoon 7•s0s2P ENGINEER: JOHN ALGER 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 0 PROVIDER: THE LEVEREDGE 1423 Gunn Highway Odessa, R. 33556 813-403-5100 Certificate of Authorization ■: 31930 NOTES: =DRAWN E DATE: 11/4/2016 9:30 AM 1 LDR-O-AC-AE Rev. 12.15.17 1. Pressures shown are applied normal to the surface, for exposure B, at h=30 ft (9.1 m). Adjust to other conditions using Equation 30.5-1. 2. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <100. 0: Angle of plane of roof from horizontal in degrees. J i A-102 } �] Print Date: September, 2014 C 2014 University of Central Florida, FS EC�UCF-.4\,1079'Cfearlake Road Cocoa. Florida 32922 * (321) 638-1426 4 Fax (321) 638-1010 i www,fsec.ucf.edu SOLAR WATER HEATING SYSTEM (AC) RETROFIT �.I4 ('•r If (`IrA•tlrltlll f Y,,, C.N.-'.T fN'r•YTF`.4-XVJ M I+FI}.Sl1PY� «mow -.f- , ;!] 1 I}I NI IMr tlY♦/gl I't lldl E�49�, �6:*T 4. 1% HP QF TANK N ^-1 _ fN.rdMWNG tl�.ATYt5 1 i I 3 1 H[InjY �•rtlA S F1; q} l (xxi rutrwlrtit nci-� acdrxt inrJ.�. rMrr."#Ifea1 hr rni»r x[nt7fcaf Win. li(UZI TYPICAL 1-PANEL AC PUMPED SYSTEM Horizontal mounting is permissable particularly for the 4x10 in HVHZ areas. Soo 006::6 Print Rate: September, 2014 2014 University of Central Florida. FSECIUCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 t (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu P-101 I ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) MOUNTING CLIP OPTIO RACK MOUNT FLUSH MOUNT d OPTIONAL HURRICANE MOUNT FOR HVHZ ZONES __1 -%w 4 A � INSTALLATION REQUIREMENTS 1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE FOOT (PSFj 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, ASCE 7-10 AND TESTING OF THE SOLAR COLLECTOR iN ACCORDANCE WITH PA 202 (TAS 202-94), ASTM E 330 3) THE INSTALLATION SHALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWWG.. 4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061--M ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEEL., AND ALL HARDWARE (BOLTS, NUTS. ETC) TO BE STAINLESS STEEL PER FBC 2017 6th Ed., COLLECTORS MUST BE SRCC OG100 LISTED. , e AE —SERIES COLLECTORS MODEL.3 ABSORBER WIDTH LENGTH SRCC# AE-21 I SELECTIVE 35.1875" 85.1875" 10001940 AE 24 i ELECTIVE 35.1875- 87.1075" i 10001943 DESIGN WIND PRESSURE `�- 8 -2SELECTIVE 47.1875- - 77.18T5' i 2t711056Aµ j ' �- MAXIMUM SUCTION UPLIFT., 68 PSF I AE-32 j SELECTIVE 47<1875- l 87.1875' i 10001858 AE-40 I SELECTIVE 47.1875- 121.1875`�10001120 REVISIONS a1tAWM 9WONS"00H l.i�f( Moyle es: yt* - a0, Mwkhao'.e.MMer bona bore an to RE CAI"E pY OESCRIPTIC11 OATS. mm sy. INW17 -"' VrMeNb of 11N ts-"r AO. "w Wr "SCA": I Nx's U23 Gum K#%vsy M,Nne +wbh••RUu 0dot" Ft 33556 oa+•wnk4f a IiE a «.�. S-101 61340MI00 S-101 RACK YO W Cif IMNX. YlHEX CA9•C11lW «w I— ^�y cca mow' �... _ , ._... ..a H" NUT Mvxwvo T$w- •-. 0 A W 16 X t4M" HEX aQ4L'n _fit.. cow WO" i ...""_ CAP —if 4�w DP.kc RACK MOUW MW HANNAVARE VACCROLOCK i1 trsu,ravwTtwa wil�cna ape s acx.. r �'�I C8{AMRwL i,°`L'R AGREQUWW CAR ♦ FLABHMqmo MWMM•UkM 1XrMM 6t1M DL VLASONO [,ftmumm " . � LDE,�tDaiMA,+' 'V.�v. �yM. ] _. Fflr• aoX Wwx*w y. 4f KC'eib r O ,d' bT ROOF LASHM g�;u �yp�L� , "pop R1/Vr i... ......a._. .....# G,1AV4 �...-« CONNECTION OUTA 4 *see f ONR%Ef TY13N • • TYPWAL INSTAL.LAT0001 DETAIL • • • • **so (INCLINED TALE ROOF) • • • • see %eFPAfrA(LE1Nlt}UNTCN ..... » • • • 8EA&" META. ACOFS DESIGN WIND PR SSU,IF ***:so • • • IAIA►)CIhTUM SUCTION UPLI1 P 88 PSF � OR HEX CAP Izw SSEALANT iRF A,�R NTkt9(3 f • SS STEEL} I - �.` lTRA{k • w 7D• M ric • • • • • • i?(ARC4.U.LEOTOR SPANNER Ml� A SPACZR f' • sees i .... .. ROOF (AS REWIRED) 3W-16 x I'HEX CAP SCReW STRi3CTIPRE ">. HEx.NVT .�✓' � • • : • • . • • • • WI FLAT IV.R$F{ so eSr-%6Xl3WW6 so SPACER _ -_SPACtIR �y� �y�.y �y �p� f 1 .f _."....... AET RACK �. BLOCK , § s * 8LOCK ` L, r 3 :. '.al^-y • SCRLW : • i `Y"•I PLAT WAgkERCAY 8R'REw -{ _.._. RAFT RAFT?1=R _ ,,.x�� e : i • • • • • • • CHAIAIEI IOCC�I6 HVT _ 'Isv„..� � ) fff f • O 94t CLAMP SEA LEIS UVAL ROC+F' i wt SET SCAEaa t so 1 - TOD NAM. OR SCREMV ,'' t. - 1-110 NAIL OR SCREWW ; � • • • pj K wkT SH 24 owm) AT EACH RAFTER AT EACH SPACER KOCK a "" w � s a • • • • Z'x s SPAR (16' cx RAFTIERS) STAINLESS STEEL FLAT- scPren4 ,., .. rx W SPA11►, ER Or OC ) — WASHM LOCK WASHERROOF DECKING ix 2"x YI4' STEEL E SPANNER AND NUT S1 kq T I,O N V I E�W A :A n_ ! DETAN LASS SOLT WOCINTING twin .... .... FORPARMARLMOLWOR SLOPMRCA" fi f0o) R*O WO SEALANT PLYWOOD Droavo FELT MOLT T1iu� LAG BOLTS ARE TO BE 3W OiAMETER AM MUST PENw TTRATE THIS RAFTER &LEMBER A MINI iI 4,OF 3'. PILOT HOL 01 %'4k J *,Wl DRIUM INTO THE CENTERLINE OF THE RAFTER AH0 WiOL,LO t i I- ISET I-N:Y? 75%0F THE BOLT DIA,NAET'E R.. APPLY A LIBMAL AMOKW OF ROOF.SEALAW OR A SEALANT PAD A J-XND T► L OPEJ;IIING PRIOR TO $EGURIkG THE MOUNTING ORACI(ET. M ALL GON i N HARdW' ARE (BOI,T5,3 WASHERS) TO BE STAINLESS STEEL. THIS DETAIL SH04l0,1-lE SPECInED BY THE DESIGN ARCHITECT OR ENGINEER TO BE CAPA3L6 FiANO1.kNG ADDTONAL LOADS, SPANNER BOLTS TO BE 1/2" DIAMETER, STAINLESS STEEL, WHERE HEX CAP SCREWS ARE USED IN PLACE OF THREADED ROD, THE SCREW LENGTH VARIES WITH THE ROOF CONSTRUCTION AND SPANNER MEMBER USED. SPACER BLOCKS SHALL BE INSTALLED WITHIN 1" OF THE THRU-BOLT WHEN THRU-BOLT IS WITHIN 2"OF A RAFTER. ONLY ONE SPACE BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE RAFTER. WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU-BOLTS ARE 1 1/2" OR MORE APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS. SEALANT IS REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/ SHEATHING. BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION. rsit.�?: CTIIIiiY?.I isi9 TAT THREADEDRC4) Fft8 R> xAAmr 1ExCww MOxWrm 5881'EELy - --�, STAt F SPA CER CLAY _,. L, (ASR 0) TOES 1i 3 SECTION VIEW AJ1 � I SPANNER DETAIL SPACER y� —SPACER w ( ( I, iCO P" OR SICREW __. - `+«.:• 1. 80 HAL OR ,vT ATI`ACH RAFTER AT E" SPACER VLOCK 2'x 4',PAMNER or OC RAFTERS) STA)NLESS STEEL FLAT. 2-trSPAWER(am'OCRA TERS) — WASHER, LOCK WASHER Z)a 2'Y X16' STtEl. ANGILE SPANNER AND NIJT 77- i '# weT,E6 - _ . _ REVISI{IS yuvraxolMosilor r 1a6V MATE 8Y , 011W.RSPTIQAI DATE :23PaW'r A:.e"`s,,,'f-s 1 I Pea aei ssz tMtcd .. DRAWNMY, r f - fir+a wArm Ora iru #.0" 'o ' `• ' a.,,wnr a Th. Lavri 1hs uMa -, y aroma-taoc,.,raMirNo Od Oa�t F ik3j' ..iw.e.L 33"6. can�er+s ar N iE a 1HC, S-102 -' ItrTHREADED ROD URETHANE OR BUTYL OR HIEX CAP SCREW RUBBER SEAT �s (STAINLESS STEEL) INSTALLATION DETAILS FLAT W"DQD FRAME ROOF � STRUCTURE, 1" Xi" X 11W SQUARE ALUMI i MOUNTING TO 51PSF, 3 QTY - , MAXIMUM LENGTH OF TUBI1 90. AND HORIZONTALLY MOUNT �{ $OF SPACE BASES AS TO INSURE W < BETWEEN COLLECTOR AND STRUT • 50- i TYPICAL INSTALLATIO DETAIL ...'.., (FLAT V+fCOD F C#CF) i •' • • • • • • • • LAG BOLTS IWM-L1z3 INTO THE CENTER OF A RAFTER OR TRUSS ...... MAYBE USED W LIEU OF 1 /Z"'" ALL THREAD ROD AND SPANNERS WITH • ; BLOCKS SEE LAG DOLT MOUNTING DETAIL PITai POCKET WITH SPACER ...... BLOCKS MUST BE USED IN THE SAME WAY AS WITH THE ALL THREAD .. . :' ...' ROD. Wr DIA X 3" MINIMWEMSEDIVIENT LAG BOLTS MUST BE USED. • .. • w's ?TINGE MOUNT HINGEMOUNT �.� CLIP 3V-16 FINISHED HEX NUT t" x I" x Ire' AI UMINUM SQUARE TUBE IM TUBING 12 FOR STANDARD A HVHZ VIAND ZONES TO 2W FOR A 30 DEGREE ANGLE COLLECTOR IN HVHZ ZONES CUP 3/g".16 FINISHED HEX NUT �'� 1NI"-20 X 1t2" H1?JC ,� f/' CAP SCREW 114"-20 X 1t2" HEX CAP SCREW TRIANGULAR MOUNTNG BRACKET 31V-18 X 4" HEX -- CAP SCREW WAS CAP SCREW 1-10D NAIL OR SCREW AT EACH RAFTER 2-'x 4- SPANNER (16" OC RAFTERS) 2"x G SPANNER (24" OC RAFTERS) 2'x 2'x TIS" STEEL ANGLE SPANNER TRIANGULAR MOUNTING BRACKET SPACER (AS REQUIRED) —SPACER BLOCK RAFTERA,-• .ti i I -OD NAIL OR SCREW AT EACH SPACER BLOCK STAINLESS STIEEL FLAT - WASHER LOCK WASHER AND NUT 1 Spacer Blocks shall be Installed within " of the th -bolt. ` 2 When thru-bolt is within 2" of a rafter, only o espacer block will be required on the opposite side of the bolt, away from the rafter 3 Two Spacer Blocks are required with theA semore than 2" from the rafter/truss. J.&hen the mounting provislo of, cent collectors are Installed side and the thru-bolts are 1-1/2" or more apart, it will be necessa y v"'Yi'5We atleast one spacer block or rafter between bolts 5 Sealants are required between mounting block and shingles/sheathing. Bolt doles shall be sealed to prevent moisture penetration. 6 Steel Angie Spanner (2"x2"x3/1&') may be substituted for wood spanner. *Hex Cap Strew length varies with roof construction and spanner design, GENERAL NOTES 1 The Solar Collector installation as detailed in these drawings is for the installation of Alternate Energy Techniologies AE-Series Collectors on structures subjected to a maximum uplift pressure of 51psf for a 4 point mounting and standard mounting hardware and up to 68 psf for horizontal mounting with 6 mounting paint and HVHZ hardware 2 The design of this installation is based on requirement sof the 2017 Florida Building Code, A5CE 7-10 Minimum Design loads for Buildings and other Structures, and testing of the solar Collectors in accordance with PA 202 (TAS 202-94), ASTM E 330 3 The installation shall utilitze hardware provided by the manufacturer as noted in these drawings 4 All aluminum structural members to be 6061-T-6. All structural Steel members to be low carbon, galvanized steel, and all hardware ( bolts, nuts, washers) to be stainless steel m -% X i-Xd" HEX SPACER BLOCK irZ THREADED ROD CAP SCREW- � � AS REQUIRED �� OR HEX CAP SCREW, TRLAWLKAR ER *too IE" (STAINLESS STEEL) MOUNTING TRIANGULARMOVNTICAP BRACKET BRACKETNO i`I OPP R PITCH PCERANL�,..... PITCH C ONNFCTION DETAIL I44NlIFAk it1Ei4S ARE FOR TILTED �, 1 MOUNT•s,IN FLAT RbOFS.' USE PITCH, PAN PITCH POCKET (PAN) CONNECTION DETAIL FOR MOUNT ON FLAT'RI»1OFS USE PITCH PAN FEED IRETURN PLUMBING '�- BUILT-UP ROOFING APPLY SEALANT ROOF FLASHING DETAIL APPLY ROOFING SEALANT TO THE UNDERSIDE OF THE FLASHING BASE PRIOR TO INSTALLATION SPACER AS REQUIRED PITCH PAN DETAIL RAFTER MEMBER i f�Vi 1 , } I 1a23t3umti�INti+'ra'y�t� Odmma, FL 95556 Nrl Sapp 6iCQ Yh.*-dw+� +sns"aus exawasa# -, ' hw:u , r• sn ruwmtn it TM I.+wWEI. TM US# > �..vNsaM.tlY+► ,rrMr" cm.w"e M r.s 4Q r sHc ar wee,panWt,Es, The L�rer'Edg9 GlttiTiCetA of AuFhCriY�t rt: DESIGN YMiNd PRESSURE 1423 Gunn Highway 31930 MAXIMUM UPLIFT PALWWRE Od9sr38, FL3355B 61 PSF WITH 4 POINT MOUNnNG AND STANDARD HARDWARE 813-480-3400 State Licamm *: BB PSF Winn 6 PAINT M 1UNRNG AND MVHt HARDWARE 74730 REVISIONSORM��A91Mf0�7.'�ATii'N'i REY DATE By 1 C1lSCAIPTiON WINE. A11172C7' DRAt�N ®Y I S-103 INSTALLATION DETAILS - HIGH -VELOCITY WIND ZONES 04VH4 (DADE & BROWARD COUNTIES, WIND PRESSURES 51 TO 68 PSF) NOTES: THIS DRAWING DETAILS THE INSTALLATION OF A HORIZONTALLY MOUNTED, AE•40 SOLAR COLLECTOR IN HIW+VELOCITY VIAND ZONE AREAS. THESE FIGURES SHOW THE HARDWARE PROVIDED BY THE MANUFACTURER THAT HAS UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO THE STRUCTURE PROPERLY. NO SUBSTITUTIONS SHALL BE PERMITTED. THE COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THESE DRAWINGS. ►. o. _ ,o I • V �3t �c •i! ! �. � # � ■ _ .. � /�. l�il. it �_ ', INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING_ THE CONTRACTOR SHOULD r CONSULT STRUCTURAL. ENGINEER FOR SPECIFIC BRACING REQUIREMENTS, THE t INSTALLING CONTRACTOR SNOULD FOLLOW ACCEPTABLE CARPENTRY I ROOFING -' PRACTICES WHENEVER ADDITIONAL. BRACING IS ADDED. • • • • • r` • • • •••• THIS INSTALLATION METHOD IS LIMITED TO LOW-RISE. RISK CATEGORY II ENCLOSED • • • • • • • • BUILDINGS. EXPOSURE CATEGORY C OR 0 WITH MEAN ROOF HEIGHTS OF 30 FEET • • • � • • • • • - OR LESS AND ROOF PCTCH ANGLES 45 OMRFES OR LESS AS LONG AS THE PASSSUAeS • • • • • • ARE 68 PSF OR LESS. • • • • .... TYPICAL INSTALLATION DETAIL • • • • •' '....' (INCLINED SHINGLE ROOF) FIGURE 1. COLLECTOR ATTACHMENT sees** • • (FLUSH MOUNT ONLY AS SHOWN) (SECTION VIEW AA) 0 w W� ' — ��HINqG�E CLIP' TAWNGULAA a1 im' D x irr SS ' mou"T1Nfa ,. HEX CAP SCREW # 7f BRACXET t i I HEX CAP SCi2EW FIGURE 2. ATTACHMENT HARDWARE 3W-16 f W2&HED HEX NUT TRIA91CitAAR MOUNT... SET' THE COLLECTOR ATTACHMENT HARDWARE (AE-CUPS) SHALL BE MOUNTED ON THE LONG SIDES OF THE SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE ABOVE DIAGRAM FOR THE ILLUSTRATED MODEL.. c-A x Via• HEX AP SCREW 31W-16 X C HEX CAP SCREW 4 C !1 111 1, ol i W2 4 V• Y NOTiCEa: REVISIONS �r1iOI�AT a ,�. _ § r w u4(rE►i.O ANar •S�xdE Y� p4v 1 DATF I By DAM , a1W , gf4MlMS�` H ihi i�e�+Mr@�e i'I,• wr j, ___ �C.•tE: $i �. 1s23 dvnct r a �at�r«rr, rawuw LA23 GU. Et ohMtl �.6rei+s cak+cx t st � t! w hit. _ S-104 4� CERTIFIED SOLAR THERMAL SYS/De SUPPLIER: MODEL: The �� THERMAL SYSTirect FSEC V., 1423 Gunn Highway TYPE: .„�.� Odessa, FL 33556 USA www.theleveredge.com CERTIFICATIONOriginal 22, 2014Certification: Expiration Date:22, 2034This \evaluatee system Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Progrestic Water and Pool Heating Systrd 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy Factors EF) for this system are: FEF North (FEE1)(FEFc) FEF Central FEF South (FEF,) 1.70 1.80 1.80 Option Collector Panel I Collector Panel Total Pane! area Total Panel area Manufackm Number Model Number V 1 Alternate Energy 00089N AE-32 2.96 31.91 (ft-) Technologies 2 Aitemate Energy 00214N MSC-32 1 3.35 (ml) 36.05 (fta) Technologies Tank Manufacturer Model Capacity Type Equivalent Tank may be substKued UL listed conventional 66 Existing gallon tank retrofitted for solar 250 liter Solar YES application Pump Manufacturer Model Number Power Type Grundfos Pumps Corporation UP 15-18 B5 25 W Centrifugal TACO 003-BC4 50 W Centrifugal TACO 003 VTBC4 52 W Centrifugal Controller Manufacturer Number ype Goldiine Controls, Inc. GL-30 Di rential Stecca TRO-301-1-B-00 Diffe ntiai IMC SOLR-2ELC-10 Differe 'ai Independent Energy CM 30IC-30 Differentia Resol DettaSol BS11 Differential Freeze Protection 1: Recirculation Freeze Protection 2: Freeze valve REMARKS: 4 t . 0\&/� �Zw? VW T Icai Director Prins Date: September, 2014 0 2014 University of Central Florida. FSEC/UCF ♦ 1679 Cleariake Road 0 Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 0 www.fsec.ucf.edu CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: MODEL: 0 FSEC The LeverEdge THERMAL SYSTEM Pumped. Pumped. Direct 1423 Gunn Highway TYPE: Odessa, FL 33556 USA www.theleveredge.00m CERTIFICATION #: 300510 Original September 22, 2014 Certification: Expiration Date: September 22. 2034 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 Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy Factors (FEF) for this system are: FEF North (FEF,r) FEF Central (FEF,) FEF South (FEF,) 2,10 2.20 2.20 Option Collector Panel Collector Coilectw Panel Collector Panel Quantity Total Farrel area Toth Panel area Certification Number Model Number 1 Alternate Energy 00090N AE-40 1 3.70 (ml) 39.79 (W) Technologies 2 Alternate Energy 00215N MSC-40 1 3.76 (ml 40.52 (ft') Technologies 3 Alternate Energy 00081 N AE-21 2 3.86 (m) 41.54 (ft') Technologies 4 Alternate Energy 00213N MSC-21 2 4.00 (in) 43 (ft') Technologies Tank Manufacturer Model Capacity Type Equivalent Tank may be substittred Rheem 81VR80U 303 liter Solar YES Pump Manufacturer Model Number Power Draw Type Grundfos Pumps Corporation UP 15-18 B5 25 W Centrifugal TACO 003-BC4 50 W Centrifugal TACO 003 VTBC4 52 W Centrifugal Controller Manufacturer Model Number Type Stecca TRO-301-1-6-00 Differential Goldline Controls, Inc. GL-30 Differential lMC SOLR-2ELC-10 Differential Independent Energy CM-301C-30 Differential Resoi DeltaSot 63l1 Differential Freeze Protection 1: Recirculation Freeze Protection 2: Freeze valve REMARKS: A**nii, k�� Technical Director Print Date: September, 2014 0 2014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 * Fax (321) 638-1010 * www.fsec.ucf.edu It CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: MODEL. 0-120-64 FSEC The LeverEdge THERMAL SYSTEM Pumped, Direct 1423 Gunn Highway TYPE: ' Odessa, FL 33556 USA www.theleveredge.com CERTIFICATION #: 3007 Original September 22 14 Certification: Expiration Date: Septem r 22, 2034 This system was eval led by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for So Domestic Water and Pool Heating Systems (FSE tandard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy tors (FEF) for this system are: FEF North (FEFt4) FEF Central (FEF,) FEF South (FEF,) 4.40 4.40 4A0 Option Collector Panel Farrel Collector Panel Quantity Total ParieI area • Total 49,1 Manufacturer Cer0kcation Number Model Number • • 1 Altemate Energy 00089N AE-32 2 5.93 (mx) • • • • • • 63.82Zfj;}. • • Technologies • 2 Alternate Energy 00214N MSC-32 2 6.70 (m2) • • • • • 72A 1 (fr Technologies • • 3 Alternate Energy 00081 N AE-21 3 a 5.79 (m) • • .. • a� 62.31 (1r) Technologies • 4 Alternate Energy 00213N SC-21 3 • •• 5.99 (in)...... ••• 64.51 (ft4 Technologies . • • F•t�riv§lent Tarjk mev e Tank Manufacturer Model Type substitued • . • Rheem 81 VR120U 1,461 liter Solar YES Pump Manufacturer Model Number PoADraw Type TACO 003-BC4 sow Centrifugal Grundfos Pumps Corporation UP 15-10 B W Centrifugal TACO 003 78 W E Centrifugal Comoller Manufacturer Model Number Type Slacca TRO-301-1-B--00 Differential Goldline Controls, Inc. GL-30 Differential iMC SOLR-2ELC-10 Differential Independent Energy CM-30IC-30 Ierentiai Resol DeltaSoi 65l1 Di rentiai Freeze Protection 1: Freeze Protection 2: REMARKS: valve uA `�/ V tj Tec—rhniCai Director Print Date: September, 2014 @ 2014 University of Central Florida. FSEC/UCF * 1679 Clearlake Road * Cocoa, Florida 32922 * (3211 638-1426 * Fax (321) 638-1010 * www.fsec.ud.edu Z-102 ••MK••i CERTIFIED SOLAR THERMAL SYSTEM S F-EC SUPPLIER: MODEL: {3-120-80 ..... � rE� 1423 Gunn Highway Odessa, FL 33555 USA www.theleveredge.com THERMAL SYSTEM TYPE: CERTIFICATION #: Pumped, Direct 300505 Original Septem 22, 2014 Certification: Expiration Date: Se mber 22, 2034 This system was ev uated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program Solar Domestic Water and Pool Heating Systems (FS Standard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energ Factors (FEF) for this system are: FEF North (FEF,) FEF Central (FEF,) FEF South (FEFs) 4.40 4.40 4.40 Opbon• • • • • CplleatmPanei Collector Panel Colter PantQu� Total Panel area Total Panel area MeA Number Model Number • • • 1 • • • Vr{gaj%Energy Tectino! ies 000 N AE-40 7.39 (m� 79.58 (ftt) 2 •••• • • AlIpgpjp Energy =.21ldg1e5 00215N MSC-40 2 7.53 (mr) 81.04 (f ) 3 • • AiteUVIp.Energy Iechnol 00081 N AE-21 4 7,72 (m2) 83.08 (ft) • • • ies • 4 • Alto rnat: f nergy '�cgnolosies 00213N MSC_ 21 4 7.99 (m2) 86.01 (ft.) •• • Tank "ftcl4ar • • Model Type Equivalent Tank may be substitued Rheem 81 VR120U 441 liter Solar YES Pump Manufacturer Model Number 7 Draw Type TACO 00343C4 50 W Centrifugal Grundlos Pumps Corporation UP 15-10 B5 25 W Centrifugal TACO 003 VTB 52 W Centrifugal Controller Manufacturer Model Number Type Stecca TRO-301-1-8-00 Differential Go ldiine Controls, Inc. GL-30 Differential IMC SOLR-2ELC-10 ifferentiai Independent Energy CM-30/C-30 Di rentiai Resoi DettaSol BS11 Differ tiai Freeze Protection 1: R 24culation Freeze Protection 2: F ze valve REMARKS: d Director Print Date: September, 2014 C 2014 University of Central Florida. FSEC/UCF ♦ 1679 Ciearlake Road ♦ Cocoa, Florida 32922 + (321) 638-1426 t Fax (321) 638-1010 t www.fsec.ucf.edu AL7'ER-NATEENERGY TECHNOLOGIES, LLG Mar 3, 2017 MEMORANDUM RE. Wind Load Evaluation To whom ftmay concern, A representative model (AE-40) of the solar collectors manufactured by Alternate Energy Technologies, iLC (previously known as American Energy Technologies) was tested by the Miami Testing Laboratory In accordance with ASTM E- 30 and the general requirements of the South Florida Building Code. The test did not constitute certification of the.product, but only that the test results were obtained using the designated test methods, Testing was non-destructive in nature and Intended to provide load values for use In subsequent wind load calculations, Results of the teat are as follows: File No. 95-1249 Wind Load Test (ASTM E-330) Load Deflection -25 L33 -$1 2.29 -68 2.79 -102 3.72 These load values, when applied in wind load calaulationsialloW for load conditions up to 68 psf at a factor of .safety of 1.5 and load conditions up to 51 psf at a factor of safety of 2.0. ALTOWATrcirrworWCW#cuacsrs; LLC ra�x�,.�y�:,,.c�,cx�,.s rt sr�txsfa2Taoy�. Z-103 2017 FBC specific code references: M2301.1 General - covers general requirements of solar water heating systems for potable water. 607.5 Piping on the cold and hot water connections to the water heater must be insulated with 1/2" wall thickness Elastomeric tube insulation M2301.2 Complies with the design installation requirements set by the manufacturer M2301.2.6 No expansion tank required for the solar system as it is an open system whereby potable water is circulated through the collector. Water expansion is factored into the hot water system of the dwelling unless CPVC pipe is used. In this case, a 2- gallon expansion tank must be installed on the cold water inlet to the tank or as may be required by local AHJ's. M2301.4 Prohibited heat transfer fuids does not apply to these systems which use potable water in the collector loop. M2902.5.5.3 Solar water heating system complies with requirements set forth covering direct system where potable water comes in contact with system components. P2801.6 and P2801.6.1 references water heater drain pan size and drains. Drain not required if not previously installed. Drain pan supplied by others, must comply with this section. P2802 is a new code relating to solar water heating mixing and isolation valves. P2802.1 relates to water temperature control and requires a thermostatic mixing value. P2802.1 relates to isolation valves on the cold water feed to the water heater. P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in code. LAG BOLT ANALYSIS: ASSUMPTIONS: 1. Assume highest rated collector pressure of 68 pf 2. Assume 6 point HVHZ mounting 3. AET AE Series collector with factory mounting hardware 4. 3/8" x 3" embedment Steel Lag bolt A. PULLOUT (Withdrawal) 68 psf x collector area (40 sq ft) x 50% (area for center mounts) x 50% for 2 mounts 681 lbs per bolt Table 11.2A for lag bolts Assume SG for southern yellow pine at .55. 3/8" dia x 3" embedment (352 Ibs/in) x:.. • 3 inches =1056 lbs. 681Ibs x 1.5 safety factor = 1022 Ibs < 1052 Ibs, GOOD ...... B. SHEAR .... ' Assume the side wall' area on the 10 ft side for affected area for lateral leading .•.•• (worst case) • • •. • • Area =('121.187"x3.137")/144=2.64sgft ...... Shear force = (2.64 sq ft x 68 pA / 6 mounting points = 29.92 Ibs per mount Refer to the Seismic design Manual 2003 edition page 842 .'. 3/8" x 3" allowable shear load = 432 tbs 29.92 Ibs, GOOD . • • Conclusion: 3/8" x 3" embedment lag bolt is adequate for this application up to the rating of the collector. 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