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BPP-16-354 WMA o Miami Shores Village >�t Type 'Ot l9 kl"4 lirip l 10050 N.E.2nd Avenue NE M ' � O � Miami Shores,FL 33138-0000 s Phone: (305)795-2204 (ration: 08130/2016 z� l$$u� �:31372f}16 Expiration: Project Address Parcel Number Applicant 640 NE 98 Street 1132060171820 IAN 8 CORY ROSS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell IAN&CORY ROSS 640 98 Street (305)979-3879 MIAMI SHORES FL 33138- 640 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,300.00 SOUTH FLORIDA POOL HEATING (954)341-2002 .... _.,_.._ Total Sq Feet: Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fence Date Denied: Final Type of Work: Occupancy:Private Pool Deck Additional Info:INSTALL SOLAR PANELS ON ROOF TO F Bond Return: Wall Steel Classification:Residential Scanning:3 Review Planning Review Building Review Structural Review Plumbing Review Plumbing Review Electrical Roof in Progress Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# BPP-2-16-58624 $2.25 03/03/2016 Credit Card $239.90 $50.00 DCA Fee $2.25 Education Surcharge $0.80 02/09/2016 Credit Card $50.00 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $289.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF "IT: I;ce;-: allmthe for ation is accurate and that all work will be done in compliance with all applicable laws regulating construction an on' u u orize the above-named contractor to do the work stated. March 03,2016 Authorized ' nature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 03,2016 1 U Miami Shores Village g FEB 0 9 2016 Building Department ': ��-� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201y BUILDING Master Permit No. pT�6 3. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL w/LUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP C(Q CONTRACTOR DRAWINGS JOB ADDRESS: G q ® N CI �1 Ci ami Shores Coun Miami Da zip: �✓' �3 Folio/Parcel#: A Is the Building Historically Designated:Yes NO Occupancy Typd: Construction T`ype': Flood Zone: BFE: FFE: fl/ If OWNER:Name(Fee Simple Titleholder).N �- . -a y, 1� Q SS Phone#:J� 7-7— ( 9 7 Address: e- City: I�1 l WJW � State: 0 Yl Zip: 1�✓ Tenant/Lessee Name: Phone#: Email: �n CONTRACTOR:Company Name: ,5 Q�mune#y�: q 0 _3 / - -�-o 2 Address: to-I O 1 /I City: A' State 1x1 0Zip: 33 b y7 Qualifier Name: Phone#: State Certification or Registration#: 33 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City State: Zip: Value of Work for this Permit:$ are/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration a New ❑ Repair/Replace ❑ Demolition Description of Work: W i t ®�Qr ►a4 S & Specify color of color thru tile: Submittal Fee$ Permit Fee; CCF L4 0 CO/CC$ Scanning Fee$ Radon Fee$ ' � DBP�RI Notary$ Technology Fee$-� � Training/Education Fee$ Double Fee$ Structural Reviews$ 12-0 ° Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) , Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 low 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. .d Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument s acknowledged before me this The regoing instrument was acknowledged before me this day of l-��D .20 1 C .by Z day of �1 ,20 L ,by who is p rsonall own to 65 who is personally known to me or w o has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. -NOTARY PUBLIC: NOTARY PUBU I Sign: Sign: Print: �`,%��s,—PAIA.C,^'�— Print: µ' PAULC. * * my WMMIMIONWOM7 Seal: EXPIRES:August 12,2017 Seal: EXPIRES;August 12,2017 bongedcon, newysavices �� tlo�d 111ru fI 8 ibl & Zoning APPROVED BY Plans Examiner g 2 Structural Review Clerk (RevisedO2/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD f "° CPC1457533 The SERVICE POOLISPA CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 owl HOSFELD, JODY �� SOUTH FLORIDA POOL HEATING 10790 10790 WILES RD CORAL SPRINGS FL 33076 ■ ISSUED: 07/30/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407300002028 AC M® CERTIFICATE OF LIABILITY INSURANCE DATE(EAAA/DD/Y 2/1/20166 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: fi the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. H SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsemertL A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT PRODUCER NAME. William Michaud Triton Insurance Group PHONE (866)400-7674 S1OO INCNo):(866)657-3678 100 N State Road 7 SDRC.cammercial@tritonagency.com Unit 304 INSURERS AFFORDING COVERAGE NAIL# Margate FL 33063 INSURERA.Nautilus Insurance Company 17370 LURED INSURER B Business First Insurance Company 11697 Florida Pool Heating Inc, DBA: South Florida Pool INSURER C: 10790 Wiles Road INSURER D. INSURER E: Coral Springs FL 33076 INSURER F: COVERAGES CERTIFICATE NUMBER-CL1512402226 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IR L TR TYPE OF INSURANCE ADDL SUMPOLICY NUMBER POLICYEFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR PREgISEg Ea�RENTED $ 100,000 HU622565 12/14/2015 12/14/2016 MED EXP(Arty one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEMLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jECT F7]LOC PRODUCTS-COMP/OP AGO $ 1,000,000 OTHER: Employee Benetlts $ N/A AUTOMOBILE LUU31U Y C.OMBINEDmSINGLE LIMIT $ N/A (Ea accida ANY AUTO BODILY INJURY(Per person) $ N/A ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ N/A AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ N/A HIRED AUTOSAUTOS Per accident $ N/A UMBRELLA LIAB OCCUR EACH OCCURRENCE $ N/A EXCESS LIAB CLAIMS-MADE AGGREGATE $ N/A DED RETENTION S $ N/A WORKERS COMPENSATION X EATUTE ERR AND EMPLOYERS'LIABILITY ANY PROPRIEfORWARTNER/EXECUTIVE Y!N N/A E.L.EACH ACCIDENT $ 100,000 B OFF( �ry�EXCLUDED? 06233-000 11/8/2015 11/8/2016 E.L DISEASE-EA EMPLOYEd$ 100,000 Ifdescribe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT I$ 500.000 DESCRIPTION OF OPERATION/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached U more space Is required) SALES & INSTALLATION OF SOLAR PANELS AND HEATERS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village Of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 14050 NE 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE W Michaud/GLOBAL ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2owi) BROWARC COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-8314000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30.2016 DBA: Receipt#'P�LPRINE CONTRACTOR (SERVICE Business Name:SOUTH FLORIDA POOL HEATING Business TYPO:POOL/SPA CONTRACTOR) Owner Name:HOSFELD JODY MR Business Opened:o9/20/2007 Business Location:10790 WILES RD Stat@ICOunt)/IC®rt/Reg:CPC1457533 CORAL SPRINGS Exemption Code: Business Phone:954-341-2002 Rooms seats Employees Machines Professional 5 For Vending Business Only Number of Machines: Vending Type: - Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Palet 27.00 0.00 0.00 0.00 0.00 _ 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt doesof indicate that the business is legal or that it is in compliance with State or locaTlaws and regulations. Mailing Address: HOSFELD JODY MR Receipt t#1CP-14-00023233 10790 WILES RD Paid 08/28/2015 27.00 CORAL SPRINGS, FL 33076 2A15 _ 201 f • • 000 • • • CE166 SOLAR THERMAL COLLECTOR FSEC� SUPPLIER MODEL: Heliocol 40 9C gun=U6A,Inc • •• • • • • • • •• • THERMAL Unglazed Flat Plate 9�0�unshige I•ana • • • • • •• COLLECTOR AQ4onjp•Springs:F4327%USA : ; ; TYPE: www.heNotel.com om �1 • •• ••• • CERTIFICATION M 00013C Original February 01,2009 FEB 0 9 2016 000 . . :*0 ••• .. Certification: � • :0: • • • • •• • Expiration Date: February 01,2029 i i i i i i• i • i Thi evaluated by a Florida Solartnergy tentgr(FSEG*)18 AccoMnce with prescribed methods and was found to meet the minimum standards established by uation was based on solar collector tests performed by an FSEC approved laboratory.The purpose of the tests is to verify initial performance conditions and quality of construction only.The resulting certification is not a guarantee of long term performance or durabiUty. This collector has been rated for energy output on measured performance and an assumed standard day.Total solar energy available for the standard day is 5045 Watt-hour/m2(1600 BtuW)distributed over a 10 hour period. COLLECTOR THERMAL PERFORMANCE RATING(Collector Tested per ASHRAE 96) IGowatt-hours( vernal)Per rr?Per Day Thousands of Btu Par fly Per Day Category Low Intermediate High Category LOW TIntermediate High Inlet 30"C 50"C 100°C Inlet 86°F 122"F 212°F ENERGY 3.0 1.1 0.0 ENERGY 1.0 0.3 0.0 OUTPUT OUTPUT COLLECTOR SPECIFICATIONS Gross Area: 3.779 mx 40.68 fe DryWeWt 9 kg 19 Ib Net Aperture Area: 3.779 mx 40.68 ft° Fluid Capacity. 11.7 liter 3.1 gal Absorber Area 3.779 m' 40.68 ft' Test Rum= 1103 kPa 160 psi TECHNICAL INFORMATION Tested In accords wrlth:ASHRAE 96 Efficlency Equation[NOTE:Based on gross area and(P)=TI-Ta] SI UNITS: Wind speed(u)<1.5 Ms,Temperature(Tr—Ta)in°C,Radiation(G)in W/m' q=0.837-18.440(P/G)-50.690(P'/G) IP UNITS: Wind speed(u)<3 mph,Temperature(ri—Ta)in°F,Radiation(G)in Btu/hr-ft' ri=0.837-3.250(P/G)-4.959(P2/G) IAM Coe6ident 1-0.11 Test Fhdd: Test Mass Flow Rate: kg/(s m2) Ib/(hr ft) REMAAPXS: e Miami Shcres Vill age AP^R01,/'ED B DTE ZONING DEPT BLDG DEPT i J IT "O Ccrv1P ANCE WITH ALL FED'RAL STATE ANL)GCl.1N`i Y AUL ES AND REGULATIONS Tedunicel director Print Date:August,2015 0 2014 University of Central Florida • FSEC/UCF 1679 Cleadake Road Cocoa,Florida 32922 (321)638-1426♦Fax(321)638-1010 www.fsee.ucf.edu Aal1P 1 of 1 . . ... . . . ... al_ 47 0 000 0 0 Goo 0 POW 0 Ln. U Ol • ••• • • • • •• • 5 Fa, . ' CIRCUL' TION X Sep W:'Pi/t .•To RO .. 74 a :` .'•�t - - - Root ' N 4 ;pv . Ott Fit ' �•4 r•� - . • ttt•L•INEATPE . Re Mrd CHLORWTOR. _ OPT .10IVAI.) t . ... . . ... % .. % .. Information . . . .. . . . . . .. . . . 0,00 :6 0 0 a . . .. ... .. & Specifications. . 0 0 0 . 0 0 Rated @ The HELIOCOL Solar Collector is the most advaacedpool heating pawel.on the P ®� market today. In continuous production since 1977 by the world's largest m ��o solar pool collector manufacturer, HEUOCOL has a proven track record 959 BTU per of durabi*,performance,and design excellence. SCRR certification Data: 9NIQUE TOMMMAL FRATUIRM. etc - 50 COLLEL"MSAMC NUMEW U The unique individual tube design allows for expansion and 7hoomft of sun pa°ap t= contraction eliminating cracks&leaks. o AT cn Sol" EWW 1jurmw 1 U One piece'over molded'construction eliminates welds. w= A(4) 9&74 7T MAP U No moisture build-up under collectors to cause roof deterioration. T64` s—cz 6us 4401 ZW >Ww c we 2291 7.6¢ 0 U Integrally pigmented for efficiency and appearance. ,, a(ten o 0 0 v Design certified tis withstand 180 MPH wind load. '-1p. s"o ® 0 0 U Lowest collector head loss rate reduces pump requirements. HELICK)QL HC - 40 CHIMPICATIOIN ®AYAo MW FV Pmd AT*M San Irmbdom Ortech International Laboratories" 1 aru es16 bad axes Solar Rating and Certification Corporation(SRCC)` '� s t SM x.62 19.98 Solar Energy Analysis Laboratory(SEAL) Mims 03M 19.00: 6.32 0 DSET Laboratories,Inc. ,k a(•" 0 0 0 HRS,Florida(Required for Commercial Use) T-4L 20140, 0 0 0 Dade County,Florida L - Miami Testing Laboratory HEIA=txsLt�foa sarrtac ami 30 Florida Solar Energy Center(FSEC) of VMS g,D,¢,P=d City of Los Angeles#RR-4508 M sow r British National Water Council(for portability) °Tzom unW 1 1 German Federal Health Board VMW A(-9 'ate 34M Israeli Technical Institute Ibm. s(49) um 2429 1431 Standard Installation Corporation of Israel admn c(*30 ubs ass ° IAPMO#S-3053 a On 0 0 e Tom- B{s1 0 0 e ortech Data: Equivalent of 948 BTU/sq.ft. HC-50=46,150BTU/Day HC-40=38,550 BTU/Day .872-3.729(Ti-TA)/I HEAD LOSS PER ROW RAS i? KaX=1.00-.041(S) S.R.C.C.Data: Equivalent of 948 BTU/sq.ft. HC-50=46,150BTU/Day HC-40=38,550 BTU/Day .87-3.735(Ti-TA)/I KaX=1.00-.0316(S)-.0104(x) FSEC Data: Equivalent of 900 BTU/sq.ft. ono, HC-50=46,800BTU/Day HC-40=36,600BTU/Day .825-3.714(T TA)/1 KaX=1.00-. o 2 S • ! 6 T FLOW RVE OW CERW€ ICA 6 SON @AT& Collector Madel HC-SCV HC40" C-30 HC42.5 HC40.5 Size,Nominal 4'x1 4'x10.5' 41j8' 11x12.5' 11x10.5 ssr Width 47 47' 471 11.75" 11.75' Leggth 151.1F 12T 911 151.5" 127" M Area(Sq.Ft.) 48.1 40.7 29.2 12.2 10.2 ���®`(+��61t Manifold Diameter 2" T 2" 2" 2" W ht 22 . 19 ft. 15 5.5 ft. 4.75 ft. Volume Ca 3.7 bat. 3.1 gal. 2.a I. .93 al. .78 get. "Leadership through laanoration„ Max. Wor1ft 90 I 90 PSI SI 90 PSI 90 PSI Burst Pressure I 270 PSI 2 PSI 270 PSI 270 PSI Recommended FlowEE70 P 4 GPM GPM 1.25 GPM 1 GPM • f f f f • f - ;fi it • • • • • • • • •MoMYSTEM • •f• • •• •f• • SOLAR ffff • •• COLLECTORS f f f f • • f 000 f f PANEL CONNECTORS W f ' re s FEED UNEe------o &----®RETURN UNE p AUTOMATIC CONTROL(Optional) y p AUX.HEATER(Optional) fli 3-AVAY VALVE a- o _® - --------®BALL VALVE 'FILTERe-__--__--- - +CHECK VALVE a. ;-a �- ---- - ---- PUMP.a_ h� FROM POOLS TO POOL 3'l � Fxz r . �rs t O UM/l d _T t `�K n � J ••• • • • ••• • • • % •• • • • % •• • • • • • • • • • • ••• • • • • ••• • • ATLAS DESIGN & ENGINEERING, INC. •• 12800 University Dr. Ste. 402 ' " '• ' ' ' 000 ' . • • • • • • . • • Fort Myers, FL 33907 . ' Phone: 239-267-7432 ••. •• ••• R Fax: 239-267-8704 000 00: 00: 000 see .. ... . . . . . .. Wind Calculations ASCE 7 2014 FBC Calculated per Eqn. 30.3-1 w/ASCE 7 STAY OUT OF PZ3 OR GET SITE SPECIFIC ENGINEERING Risk Category II,Vult 180, Exposure B Calculated wind pressures are uplift,negative, PSF Slope <=2:12 >2:12<=6:12 >6:12<=12:12 Mean Hgt Pasd(1) Pasd(2) Pas-d(l) Pasd(2) Pasd(1) Pasd(2) <20' 29.6 52.3 26.6 50.3 29.6 35.5 <25' 29.6 52.3 26.6 50.3 29.6 35.5 <30' 29.6 52.3 26.6 50.3 29.6 35.5 l7 Risk Category 11, Vult 180, Exposure C Calculated wind pressures are uplift,negative, PSF Slope <=2:12 >2:12<=6:12 >6:12<=12:12 Mean Hgt Pasd(1) Pasd(2) Pasd(1) Pasd(2) Pasd(1) Pasd(2) <20' 38.1 68.5 34.3 64.7 38.1 45.7 <25' 39.8 71.6 35.8 67.6 39.8 47.7 <30' 41.5 74.6 37.3 70.5 41.5 49.7 Risk Category II, Vult 180, Exposure D Calculated wind pressures are uplift,negative, PSF Slope <=2:12 >2:12<=6:12 >6:12<=12:12 Mean Hgt Pasd(1) Pasd(2) Pasd(1) Pasd(2) Pasd(1) Pasd(2) <20' 49.1 - 88.3 44.2 83.4 49.1 58.9 <25' 47.4 85.3 42.6 80.5 47.4 56.9 <30' 49.1 88.3 44.2 83.4 49.1 58.9 Erik G. Stuart, PE Atlas Design & Engineering, Inc. FL Reg. #77605 9 • SUNSTARSTRAPANCF�4W/(a BOt HD DW:. 0: •:• 2 ROOF LAYOUT PLAN ••• • • • ••• • • SPACED MAX 2-0.OC.•ENTWEDQVERRTRU ES • •• •• • • • •• •• i 0 AS NOTED OTH • • • • • • • • SR-0.1 NO TO SCALE SUNSTAR PANELS • • • • • • • • • • CONCRETE T� • • • ••• • • ROOFING cwcwc CONNECTIONS • • BONDED WITH ALL •• • • • • • • • PURPOSE CEMENT SUNSTAR PANELS • •• • • • SUNSTAR PANEL • • RISER SYSTEM • • SUCH AS OATEY •• • • • • • ALL PURPOSE CEMENT • • • • • • OR SO" • • • • • • • ••• •• ••• • Hq d' • ROOF • • 9 RID( RIDGE 0 Wd • • • • • • o g • •• • • • • •• • • ¢ • • •• • • 8 ZCONI'! d ROOF TRUSSES 2X OR UNISTRUT CONTINUOUS ALONGPAN W FOR MOUNTIN&WASE AT P STEACH EN ALL-THRD � $��OFGENERAL ROD W/NUTBWASHER AT EACH END- {RITION PROVIDE•LOCTTTE•AT ALL NUTS.CENTER RODS gf @2-0.00.MAX SPACING 0'E59�" $+ CUT HOLE THRU CONC.TILE SO AS NOT TO BREAK o ; TOES.PROVIDE 3•EMBEDMENT TO TRUSS. y MISSED TRUSS SPANNER ROOF ZONE 3 SR-0.3 NO TO SCALE CORNERS LONG DIMENSION ROOF CORNER ZONE SHALL BE 10 PERCENT 4'-0' 4'-0• 4'-0' 4'-0' OF SHORT DWNSION OF BUI DINGOR40 PERCENT OF MEAN ROOF HEIGHT OR 7 FT. SUNSTAR PANEL TYP. SUNSTAR PANEL TYP. SUNSTAR PANEL TYP. SUNSTAR PANEL TYP. SUNSTAR PANEL TYP. WHICHEVER IS SMALLER) STR HOLD DOWN CLAMPS AS SHOWN ON OPTIONAL DETAILS BELOW SPACED MAX Z-V OC.. C CRETE TLE ROOFING n PLAN OF PANELSQ REVISION SUNSTAR PANEL PRINT / sR-0.1 NO TO SCALE A'� RISER SYSTEM date 2013.11.12 SPECGENERAL NOTES: SPECIAL : 1,PANEL CONNECTIONS SHOWN HAVE BEEN DESIGNED TO RESIST WIND LOADS OUTLINED IN THE FLORIDA BUILDING CODE 2D14.CK4PTER16FOR ,(��+ // ROOF ANCHORAGE OF THE PANELS SHALL 130 MPH EXPOSURE'C WIND VELOCITY AND PER ASCE 7-10,CHAPTER 6.0. CONSIST OF SUNSTAR CONNECTOR 2.LAG BOLT CAPACITIES AND EMBEDMENT ARE BASED UPON TUITIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER SA O`' SHEATHING ATTACHED ACCORDING TO DETAILS AND FASTENINGS•AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Q V BELOW.SECURE PAD TO ROOF AS 3.ALL CONNECTIONS ARE FOR ROOFS 0 TO 45'MAX SLOPE CONDITIONS.ALL CONNECTORS ARE FOR MEAN ROOF HEIGHTS �AQ` PRUJECT INFORMATION SHOWN BELOW. NOT TO EXCEED 30-0'. 4.WIND TUNNEL TEST DATA FOR THESE CONNECTIONS AND ASSEMBLIES HAS BEEN COMPILED BY TEXAS A&M UNIVERSITY COLLEGE STATION,TX.AND B AVAILABLE THROUGH HELIOCOL,INC.WIND LOAD CALCUTATI)NSARE AVAILABLE THROUGH PROJECT ADDRESS HELIOCOL,INC.REPORT#SR31 S.WATER TIGHT SEAL OR ROOF PENETRATIONS ARE THE RESPONSIBILITY OF THE INSTALLER ROOF TRUSSES 511V DIAMETER LAG SOLT WITH ]CLIENT] 3'EMBEDMENT INTO ROOF TRUSS Advance Solar T CHORD,WATERPROOFING BY CONTRACTOR 990 NW 53rd St Ft Lauderdale,FL 33909 n CONCRETE TILE ROOF SR-0.1 NO TO SCALE 7��7\ STANDING SEAM METALROOF NY•DIA ST.STL SOLT CONCRETE TILE FOAM SET EACH TILE WHERE CONNECT SUNSTAR ROOFING IS MADE PANEL RISER SUNSTAR PANEL RISER DRAWN BY SUNSTAR PANEL TYP. SUNSTAR PAN ECIED BY SUNSTAR PANEL TYP. RISER SY SHE NAME MOLTING DETAILS ROOF _ ROOF (2)34e'DIA.STAINLESS STEEL BUTS ]SHEET UMBER[ SHEATHING SHEATHING FROM EACH OBTRBUT�N PLATE TO SUNSTAR PANEL EACH SUNSTAR CLARE RISER SYSTEM WOOD TRU33� WOOD TRUSS 4.3b SYSTEM SYSTEMNO2 SYP CR NO.23YP OR ROOF SUNSTAR PANEL TYP Y BEfT✓� S NTE 81 BETTER SEN TENS SHEATHING AHI 7y t7J§'DBTRBUTION PLATE. TYPICAL EA SUNSTAR MOU PAD. �, Sb CLAMP W/2 SET SCREWS P DIA.STAINLESS STL. (BOTH SCREWS MUST BE ON LAG BOLT AT EACH THE SANE SIDE OF THE CLAMP RRC,/SLED I PAD/ASSY. MANUFACTURER APPROVED. SUBSTRATE.PROVIDE FULL BED OF POLYURETHANE ROOF SHEATHING ROOF TRUSSES CONSTRUCTION ADHESIVE MANUFACTURED BY VULKEM.M IMIM1M TENSILE EXISTING/NEW WOOD PROVIDE TAPCON FROM SUNSTAR RISER STRENGTH OF%o*F TRUSS SYSTEMI2OR BETTER TOO T TILE ROOF.TRIGON SHALL BE OF TEMPERATURE RANGE of-23°F S-5 CLAMP STANDING SHINGLE/METAL SUFFICIENT LENGTH TO PROVIDE FULL TO175°F n SEAM METAL ROOF 4 BUILD UP ROOF _FOAM SET DETAILNTGROOF TILE.(TYP) 40)VV( S FLAT ROOF W/O PEKE S 041-12.< SR-0.3 NO TO SCALE SR-0J NO TO SCALE SR-0.3 NO TO SCALE NTS Em rL •FIE RARE#7/M