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HomeMy WebLinkAbout37246-Z ~ ' Eastern ENERGY SYSTEMS '~ ~ '~ '~ I~ ~1 ~ ~ ~ ~ ~ , ~ ~4~oso,~d.e ~ i~ 15 ~ ~ ~ ~' ~ ~ ' [[ ) Tel: 631-~9-4oo4 F~: 631~466-S2oo · Southold, ~ ~ 97~ F~: 63]-6~4-~6 Email: joseph~fi~he~.~m C~tello Di Borghese LLC 35kW Solar PV o2.17.2o12 ~U 44 ~ 5/8" Bolt ~ 65" Solar PV Installation Use (2) ~/2" Bol~ (2) ~4 Steel Rods Reb~ , I~.~ 2"X6" ~ABU 44 TYP 5/8" Bolt Use (2) ~/2" Bolts (2) #4 Steel Rods Rebar GENERAL NOTES · 1. CONTRACTOR SHALL CHECK AND VERIFY ALL COND¥i-JONS AT THE SITE PR[OR 11. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL N.T.S. TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF W~TH THE INTENT OF REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR THESE pLANS AND MAKE WORK AGREE WITH THE SAME. WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED 2. ALL WORK SHALL CONFORM TO NYS BUILDING CODE AND ALL RULES AND ON ANY OTHER PRO.1ECTS OR EXTENSIONS TO THIS PRO.1ECT EXCEPT BY DC REGULA'F[ONS OF THE RESPONSIBLE ]UR[SDICTION. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE FROM 3. ALL METHODS OF CONSTRUC'HON ARE TO BE CAREFULLY SUPERVISED BY THE ENGINEER. ARRAY Eastern CONTRACTOR AND SHALL FOLLOW MANUFACTURER'S RECOMMENDA'F[ONS. [2. CONTRACTOR SMALL PROTECT, PATCH, AND REPAIR ALL EXISTING WORK iNVERTEr 4. IF IN THE COURSE OF CONSTRUCT[ON A CONDT~ION EXISTS WHICH ADJACENT TO HIS WORK OR DAMAGED AS RESULT OF HIS WORK. LIPA ENERGY SYSTEMS DISAGREES W~TH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, METER SHALL STOP WORK AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW FENCES, TRANSPORTA'r[ONS, SAFEGUARDS, ETC., AS REQUIRED FOR THElACr~ .~.~ ~C .~~-- THIS PROCEDURE AND CON NUE --H THE WORK, HE SHALL ASSU"E ALL PROPER EXECU ON OF THEIR WORK. ©--SERVICE 17 I RESPONSIBILITY AND LIABILITY THEREFROM. 14. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. i PANEL DC 7470 Sound Ave 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE FABRICATED AND WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING CONDIITONS, EACH __ I -- MattJttlck, ]~ 11952 INSTALLED AS PER LATEST A.I.S.C. SPECIFICATIONS. CONTRACTOR SHALL VER]FY EXISITNG CONDITIONS PR[OR TO ORDERING COMBINER DIS- DIS- ~e]: 631-77g-4oo4 6. ALL DRYWALL SHALL BE U.S.G.NAT]ONAL GYPSUM CO. 5/8" THICK UNLESS MATER[ALS AND COMMENCING WITH WORK. (OPTIONAL) CONNECT CONNECT Fax: 631-466-52oo OTHERWISE NOTED. 15. CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE 7. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRTrERS APPROVED REQUIRED PART]ES. ALL PHASES OF ADJACENT FACIL]TF[ES OPERATIONS Emal]: info@e2sys.com AND IN ACCORDANCE WITH N.E.C. & NYS CODES & REGULATIONS. SHALL BE MAINTAINED DURING CONSTRUCT[ON. CONTRACTOR SHALL KEEP 8. ANY DEVIA'r[ON FROM THESE pLANS WITHOUT THE WRTT]EN CONSENT OF THE SiTE FREE OF CONSTRUCTIONS DEBRIS AND KEEP SITE FULLY ACCESSIBLE ENGINEER WILL NEGATE THE ENGINEER'S CER'r[FICAiTON OF THESE PLANS. TO THE PUBLIC DURING HOURS OF OPERAITON. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FTIT[NG 16. AT THE COMPLETION OF WORK, THE STIR IS TO BE CLEARED OF ALL RISER DIAGRAM SHOWN FOR REFERENCE OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE IT'S PARTS FiT DEBRIS AND EXCESS MATER[ALS. THE FACILITY IS TO BE LEFT BROOM CLEAN TOGETHER PROPERLY AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE 10. THE OWNER SHALL SELECT ALL FINISH MATER[ALS AND COLORS. OWNER PR[OR TO THE RELEASE OF THE FINAL PAYMENT· EQUIPMENT SPECIFICATIONS GROUND MOUNT STRUCTURE Panel Manufacturer Conergy Solar i Mean Ht. 6 ft _~ Panel Model Number PH 240P__ Pitch 5 in/12 Quantity 150 ~ ~'~ Rafter 2x10~.]~ ~7~5HobardRoad Rated Wattage 240 , i Rafter Spacing 48 in DC Southold, Reflected Tel: 631-765-~954 Fwc: 63~-6~4-35~6 Inverter Manufacturer SMA America rafter span 82 ft Inverter Model Number SB7000US / SBa000US Table R802.5.1(1) Email:joseph@fischettLcom Quantity 5/7000 ~I max allowable 13.3 ft Mounting Systemr ~ Safety Factor 1.6 Manufacturer Unirac Attachment Points 168 Model Funfpsme Mount Bolts Per Bracket 2 Mounting Method L-Feet with no flashing ~ -- Castello Di Borghese LLC - ~ Cutchogue, NY 11935 /'v~dule L Total Lift on Structrure 20 Ib/sq-ft fflickl'~s~ I Tel: 631-734- 5111 Total Surface area 1333 sq-ft varies ^~,,u,... ^.,..jo ~,~t~ o~. ~.~m,., J Total Force 26.650 lbs ~ ~ --' ~ m~ u~ ~,~ ~,~¢. L~d F~. 2~/4'-+ l"a' $ Te*~I.y+ 185~(~69 707(3144) 2.~3 1~(4755 0.575 Castello Di Borghese LLC 35kW Solar PV ] Sp~l~iC Log ~, RaiIF°°t Spacing_ "L" / ~ i / i II Span II ~ ])~.wJ~ sY ,,,,. ___,,_ _ Douglas Fir-- Larch 050 264* ~ j!!1' Engelmann Spru~./od~ola ~ " " " " II Pl~ (PISR 1650f & higher) 0A& 235 269 . , Il ii ii n u i Hem--Fir(North) 0.46 2'5 269 ~ ~ + ¢ -":-- Southern Pine 0.55 :)07 :)5:) I-- - -ii - I~i - -- Sp~ce, Pine. Fir 0A2 :)OS :235 I' ~ ~?i / Solar ?¥ Installation S~ca. Pine. Fir Rafters (E of :) mllll~ psi and higher (Existing Structure) ~d~ of t4SR ~d I'IEL) 050 2&& 304 Lower Roof Edge ApplJedLomd Avmage Allowabka ~Mety Design Resistalme S~:rcexUrdFormB~j(~ngCede1997, AmerkanWoedCouncl ib~ (N) ram (NJ PS ms (m · Notes.' (I) Thread must be embedded in a ra~r or obher sUuctura/roof rems. Y+ ~o~o (esez) ~l (aess) ~? l~4a (,~s~4) o.esr memb~ I'2) Fun-our values incerporate a 1~6 safe), factor recommended '"1 Lo 1 TraP~ve~e. Z~ ~20 (2~) 229 00m 34~ 0539) 0.es~ b)' ~eAme~ W~ Cou~a~ (3) ~e Unit'am~ l~/t~ Co~e f0F Feq~red