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3 2 I <br />ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC I CERTIFY THIS DESIGN & <br />FANY : I CERTIFY THAT PV INSTALLATIONS MADE IAW THIS PLAN CAN RESIST POSITIVE &NEGATIVE WIND FORCES PREDICTED IAW ASCE 7 -10. THIS IS <br />w THIS PLAN IS ONLINE FOR REVIEW @ C -700 (ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC C -700 OR ATTESTED TO BY MY SIGNATURE AND SEAL ON THIS DRAWING ATTHE UPPER RIGHT. SPECIFICATIONS MEET 2010 FBC <br />Z PROVISIONS THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT, DESIGN, OPINION, CALCULATION OR OTHER ENGINEERING SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. EJCDC <br />TION IN FLORIDA WWW .GEZELMANPE.COM /PV /0203P.PCM10 FL.PDF C -700 MAY BE VIEWED AT: HTTP: / /GEZELMANPE.COM /REFERENCE /AG /C- 700.PDF VOID WITHOUT RAISED OR <br />N — ELECTRONIC SEAL, MAY NOT BE <br />USED FOR PLANS ON FILE, EVERY <br />z <br />w <br />PERMIT PULLED REQUIRES A SE LED <br />o LL ELECTRONIC PLAN OR SEALED <br />Z z ORIGINAL PAPER COPY OF THIS PLAN <br />z ° NOTES FOR PCM, FLORIDA WIDE, GENERIC, PV, STRUCTURAL INSTALLATION PLAN: ize 115 NOTICE TO Al CONTRACTORS, DIP (OTHER INTERESTED PARTIES) - ALLEN GEZELMAN <br />115 138 <br />THESE SPECIFICATIONS ARE PART & PARCEL OF MV SEALED PCM PV INSTALLATION PLANS <br />w THIS SEALED PLAN IS FOR THE STRUCTURAL ATTACHMENT OF ANY AND ALL FSEC APPROVED PV MODULES. THIS PLAN SHALL ONLY BE USED FOR r - 128 SPECS MUST BE ON OR ACCOMPANIED BY SIGNED & SEALED PLAN To BE VALID 16502 HANNA RD. <br />a 1, ANY FSEC CERTIFIED <br />i w- PV INSTALLATIONS UTILIZING PCM RAILS & SPECIFIED HARDWARE. THIS PLAN SHALL ONLY BE USED FOR MOUNTING PV MODULES IN ROOF - _ �`�,. _ � PCM 25x0.75 rail calculations 2010 FBC ASCE 7-10 LUTZ, FLORIDA 33549 <br />+ 3 mid collector height 20' or less roof Pressure zone 1 all roof slopes PV MODULE, LANDSCAPE <br />i K PRESSURE ZONE 1 & 2. PV MODUES SHALL BE MOUNTED PARALLEL WITH AND WITHIN 5- INCHES OF THE ROOF. THIS PLAN IS INTENDED FOR OR PORTRAIT <br />«` « t.f , ' design wind speed max. allow. c -c attachment inches <br />' ° 3 ROOF COVERINGS OF ALL TYPES AND FOR ALL SLOPES FROM FLAT THRU 12 -IN -12 AT ROOF HEIGHTS OF 60 -FT OR LESS WITHIN FLORIDA. TYP. RIDGE <br />i� N exp B ezp C exp D PH. 813 650 7246 <br />o d THOSE DESIRING THAT SEOR (SOLAR ENGINEER OF RECORD) PROVIDE PLANS FOR CONDITIONS OTHER THAN HEREIN STATED, AND /OR RACKING 14a r lq9 200 6a s6 sl <br />O U ZONES OTHERTHAN PZ1 & PZ2 AND ORTILT -UP AND/OR INSTALLATIONS 15© d �i 190 67 59 57 <br />• a x OTHER THAN PCM, AND /OR INSTALLATION IN ROOF PRESSURE Z NE / / 1PZ3 PZ2 PZ3 <br />OUTSIDE OF FLORIDA, AND /OR ELECTRICAL DESIGN, ARE REQUESTED TO CONTACT SEOR DIRECTLY v� HvHZ n/a 6a ss Allen @Gezelman PE.COM <br />z j SEOR CONTACT INFO - OFFICE: 813 909 1956, E -MAIL: ALLEN @GEZELMANPE:COM 1' i 160 Bo 66 6a -- —� www.GezelmanPE.com <br />O = w+ tKxna Drx!s ti n .- -- w 150 85 75 68 <br />d z THE DETAILS SPECIFIED ON THIS PAPER PLAN ARE CONSIDERED TO BE THE MINIMUM NEEDED BY AHJ AND INSTALLERS. HYPERLINKS ARE N „ate .., , ors• "'' 169 130 98 86 79 Z PC H a. H H� a H �« 140 91 so 73 �' �' PE. # 59180 <br />PROVIDED HEREON TO SUPPLEMENTAL OEM, GOVERNMENTAL AND OTHER INFORMATION SOURCES IN ORDER TO PROVIDE COMPLETE, EASY x a v s RAIL <br />_ 120 106 94 86 0 <br />o ° INFORMATION AVAILABILITY. USERS ARE ENCOURAGED TO ACCESS AN EV (ELECTRONIC VERSION) OF THIS PLAN AT _ _ „ �., �, R3<xsr is s 110 116 loz 93 w PZ2 RAISED O ELECTRONIC SEAL <br />' = WWW.GEZELMANPE.COM /PV/ EV HYPERLINKS ARE ACTIVE AND WILL PROVIDE EASY ACCESS TO INFORMATION. EV ALSO ALLOWS VIEWER TO �- 119 RAFTER CLIPS &2 ^xa” x12" MIN BLOCKING IN LIEU OF ROOF FRAMING ATTACHMENT OK w 0 - OFFSET "A' �- <br />��w STUDY THE PLAN AT A MAGNIFICATION OF HIS CHOICE UP TO 6400%. IF A CONFLICT SHOULD OCCUR BETWEEN THE SPECIFICATIONS HEREON we "' ;(,,_ ,,;<.y Use heavy bead liquid nails min 12 framing to sheeting +oints bracketing block Ina w NQ �. Q. �. �. <br />va•1.,t•t art i J €-ts a xx a that mid collector height 20' or less roof oressure zone 2 all roof slopes <br />a - AND AN OEM DETAIL, OEM SHALL PREVAIL. 3:,d .esae, SaaY Ern: Est at s1 169 - O ?-; i <br />z rc ft 1e•} .1,, a d R,„,. E.,ti� r tAx -'°' - design wind speed max. allow. c -c attachment inches <br />D o • , t 0 PC RAIL PZ2 PER ASCE 7 -10 u.; <br />a .aarr y, exp B exp C exp D t1} <br />w 0 2. Ls.-c a< Laxa: pala:lu bat.aen ;x',: gas �' 200 47 42 38 - - - - - - - - - - - FIG, 03 <br />z STRUCTURAL: 1T9 <br />0 3 THIS PLAN IS FOR INSTALLATIONS IN PZ1 & PZ2 ONLY SEE ASCE 7 ROOF PRESSURE ZONE FIGURE 3.ixts ,;e a tal .yeas adxi a .t, 190 so a4 ao r� ; <br />LL PZ3 MAY BE USED WITH SITE SPECIFIC ENGINEERING OUTSIDE OF HVHZ ONLY. PZ3 MAY NOT BE USED IN THE HVHZ. a t A21 L 1 .z� � lsa s3 a6 az � <br />0 �..,,r,.,,r 0 sq .. .al as <a. 18 175 HVHZ n/a 48 43 .�` • L'L <br />LE. PV MODULES MAY BE LANDSCAPE OR PORTRAIT. PCM RAILS 4. .ta�� a t�a.,a, za t.. �• 189 �� a no s6 49 a5 <br />z THERE SHALL BE TWO PCM RAILS EQUALLY SPACED UNDER EVERY PV MODULE. � <br />0 o xaaant r1e,< a�d .r s'. �1 ..K1.a. 160 49 42 as PZ3 PZ2 PZ3 <br />a SHALL RUN PERPENDICULAR TO ROOF FRAMING. ^as r �<d L �.ucl cores- <br />z PCM RAILS SHALL BE ATTACHED TO ROOF FRAMING MEMBERS AT DISTANCES NGT NOT GREATER THAN CENTER -TO- CENTER DISTANCES " "'t 140 63 s6 s1 <br />t w O +� ( +� ) a rrt pr �taRity of est xa3a!xe tl Itus'x 140 68 60 54 <br />SPECIFIED IN TABLE ELSEWHERE ON THIS PLAN. A SINGLE CRS 5/16 DIAMETER LAG 3 LONG IS ACCEPTABLE AT WINDSPEEDS 150 OR LESS,' 130 73 6a 49 TYP. EAVE ; 0 <br />'k-1 EtGeedirv: .f F�ctaa110 a.de_ca, <br />z Z �,y'` 120 79 70 64 <br />o W ABOVE THAT, TWO LAGS ARE REQUIRED. A SINGLE ALLTHREAD ROD WITH GSAS RAFTER CLIP IS ACCEPTABLE ANCHORAGE AT ALL WINDSPEEDS. "r - "• rag.,• . <br />ROOF WIDTH <br />a PV MODULES SHALL ATTACH TO PCM RAILS AT EVERY CROSSING POINT WITH A GSAS MODULE CLAMP OR PCM CLAMP. ADJOINING MODULES RAFTER CLIPS & 2`X4 "x12° MIN BLOCKING 6IN LIEU OF ROOF FRAMING ATTACHMENT OK F �n <br />O Use heave bead liquid nails min 12' framing to sheeting joints bracketing blocking 11AN y `-O 1 <br />MAY SHARE ATTACHMENT CLAMPS. '•'• ............................... ............................... •••• � <br />p INSTALLATION IN ROOF PRESSURE ZONE 3 REQUIRES SITE- SPECIFIC ENGINEERING LT <br />y z a ELECTRICAL: BY OTHERS PZ35HALL NOT BE USED IN HVHZ <br />E T THOSE DESIRING ELECTRICAL DESIGN BY SEOR ARE REQUESTED TO CONTACT SEOR DIRECTLY t•,ttc;nks a strut rrx a.,PF:t Feattk rite rai;.Lt: ✓x VOI WITHOUT <br />o a SEOR CONTACT INFO- OFFICE: 813 909 1956, E -MAIL: ALLEN @GEZELMANPE,COM <br />2 Z <br />ww MIN DESIGN LOADS ASCE 7 -10 RAIL ATTACHMENT C —C SPACING SAMPLE ROOF LAYOUT PLAN <br />GENERAL: • PV- MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO SUNLIGHT. USE COMMON -SENSE & CAUTION. <br />• TWISTED (WIRE NUT) CONNECTIONS ARE NOT PERMITTED FOR DC WIRING. USE OEM PLUG CONNECTOR HARNESS BETWEEN PV MODULES. 0�� NTS 03 SCALE: N.T.S. INSTALL ANY LOCATION IN THISJURISDICTION <br />a °z • MAKE SOLID MECHANICAL CONNECTIONS TO ENSURE ELECTRICAL CONDUCTIVITY BETWEEN ALL PV MODULE ENCLOSURES AND FRAMING <br />. MEMBERS WITH NO ELECTRICALLY ISOLATED COMPONENTS, USE #10 AWG BARE COPPER WITH GROUNDING CONNECTOR SHOWN ivµ �� �' C�VIC A US <br />, -, ,,,- ,.:ram .�,i-l—d JPSc3 r, <br />HEREON. DO NOT LEAVE LOOSE UNSECURED WIRES /HARNESS BETWEEN PV- MODULES, TIE TO THE MOUNTING RAILS WITH UV RESISTANT Siggi Brooks <br />ZIP TIES OR APPROVED WIRE CLIPS IN NEAT, PROFESSIONAL MANNER. 7-10, `Ad KB h` <br />'' DESIGNED PER: ASCE 2010 FLORIDA BUILDING CODE DESIGN WIND SPEED: 200 MPH CONTRACTOR RESPONSIBLE TO VERIFY THE FIT OF THE PV ARRAY ON APPLICABLE ROOF SLOPE PRIOR TO INSTALLATION. 3603 E Renellie cr <br />• USE APPROVED MEANS AND METHODS PER CURRENT NEC' CONTRACTOR SHALL CONTACT THE ENGINEER IF THE ARRAY MAY NOT FIT AS PROJECTED. CONTRACTOR RESPONSIBLE TO Tampa FL,33629 <br />• ADHERE TO BEST PRACTICES /MEANS & METHODS OF FBC AND NRCA ROOFING & WATERPROOFING MANUALTO ENSURE NO ROOF LEAKS.x .i AHJ: ANY JURISDICTION IN THE STATE OF FLORIDA EXPOSURE CATEGORY: D RISK CATEGORY: II VERIFY SUN EXPOSURE AND SHADING OF THE PV ARRAY PRIOR TO INSTALLATION! <br />PH. 8139199154 <br />MODULE: ANY FSEC CERTIFIED PV MODULE CALCULATION: HTTP: / /WWW.GEZELMANPE,COM /GENERIC /WINDPRESSURE.HTM <br />$V � - <br />� X� 6947251 <br />— I <br />y. Lu <br />N <br />a <br />� � "� `�' Stop ! D*tt rvuifne Rtu1J 1prie (rnnttqut^d1 - -� <br />:f. <br />STANDARD GALVANIZED FLOOR <br />FLANGE WHICH SHALL SERVE AS "PITCH ' <br />T <br />POCKET AROUND THE LAGS AND <br />SHALL BE FILLED APPROVRDi t <br />POLYURETHANE ROOF SEALANT 1 -INCH DIAMETER, SCHEDULE 80, PVC, <br />PIPE NIPPLES LENGTH PER DESIRED ROOF t f+g4r.2 Ert*I rc,;ll P,1,n..",. ,uIr jadrwh <br />7CLEARANCE OVER 3" USE GALV. 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USE 3/16 PILOT HOLES. =° �' - <br />/ <br />INSTALL TWO-5/16"-DIAMETER BY 3" <br />LONG CRS LAGS INTO ROOF ASCE 7'10 PRESSURE ZONE DIAGRAM <br />Z <br />FRAMING OR (DSCALE: NTS GSA$ RAFTER CLIP W/ <br />w GSAS RAFTER CLIP TO FLANGE CONNECTION SINGLE CENTER 3/8 ALL THREAD ROD. <br />pf <br />a SYSTEM: <br />} w SCALE: 3 1 <br />V�:�:. <br />= C° OK TO USE FLANGE ALONE IF ROOF CLEARANCE IS NOT AN ISSUE <br />' PCM PRECISION AND S.L, PLOTA <br />Za <br />> <br />E. p <br />CJ: z _ -..�. ..`x r ., � �- ai,. . +: .;-� � •#� � x -��:�- .�. � d-. _'.� .v °. ve. <br />6203 80TH AVENUE N <br />PINELLAS PARK FL 337 <br />81 <br />w <br />O #a :v6 ., ;;, ..r•� �.,: ± a. fs_a.. ,., -< - : "E':, ^� � -.: .� �.. ;_ w .. 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