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GENERAL NOTES Roof Section A B Subject roof has no more than one layer
Mean roof height 25 ft 15 ft Panels mounted flush to roof no higher than 6 inches above surface.
Pitch 3 1/4 in/12 7 in/12
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. Roof rafter 2X10 2X10
SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL Roof rafterspacing 16 in OC 16 in OC
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT
AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS. NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO Reflected roof rafter span 14.8 ft 6.5 It
PERMITS. CERTIFICATES OF OCCUPANCY, INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRRING AND WITH Table R802.5.1(1) max allowable 20.6 ft 20.6 It
APPROVALS. ETC., FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER.
JURISDICTION THEREOF, IF REQUIRED. TJ. CONiRAt*qi SIw11Ri01ECf, ppTCH pND gEpAF NL E%6TING WORKMIACBIi TO HI$ WOPoL
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND CR DMAwEDA4 REBIATOF HE WORM.
ALL RULES AND REGULATIONS OF THE RESPONSIBLE JURISTICTION. 14. THE SUBCONTRACTORS SHNL PROVIDE Al EQUIPMENT, TOOLS, FENCES. TRANSPQRTATMNS.
4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SNEfDMOS.ETC., AS REQUIRED FORTHE PROPER EXECUTION OF T4ERWORK
SUPERVISED BY THE CONTRACTOR. +5. CONTRACTOR iOEFFECTND WVMAW INSURANCE IE CCNRUCTORS tNNLITY. YNRXAWN"a
5. IF IN THE COURSE OF CONSTRUCTION A COMMON EXISTS
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS COMPENSATION. OPERATION, ETCADEO)ATE FOR THE PURPOSES OF THIS PgO1ELTANO
,
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FUPIIMIPRpOFOF SALE PPoORTOCOM118NCN1GW11H WOPoL
SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE t6.FAN]ISUBCWTIRpCTOR SHALL OERESPOHNE FOt NANTANNGSAFE/V ON TIE 108517E DlRNG
WITH THE WORK. HE SHALL ASSUME ALL RESPONSIBILITY AND THE CCr6TFB1CIDN RMSE TOCdPLYWIMINE REGWTDNE ANCREUI.6iEMENr50F THE 12
UASKJTY THEREFROM, OCOAAtDILLL SAFETYAND IEpLMADM&SrMTpIL INNS SMALL INClU0E B11TARE NDT LpMTED TO
6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIEWFOR ADEg1AlEAHDFAOPER BULNG, SAFETY PAILNCSAND 9ELUIEFOpTANC.S FIXiAll
FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEM+OfNAIW 5GFF01JMXL 5ipFS,ET0, A5 WB.L pSPEAWNIXr(DISRMICTNIN.
SPECIFICATIONS. IT. FIGURED DIMIDN NS SNAIL GOVERN 00 NOT SCALE DRAWINGS. WHERE DIMENSIONS ARE \SEE OET. 1
I. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. S/ e' ESTABLISHED BY EXISTING COMMONS. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS THICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING WIIH WORK
I. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 10 CONTRACTOR SNAU_COORO1Ni PHASES OR WORK WITH THE REQUIRED PARTIES. ALL
APPROVED AND IN ACCORDANCE WITH N.E.C.&NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MWNTANED WRING CONSTRUCTION.
CODES& REGULATIONS. CONTRACTOR SRAL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE \SEE C]ET. t
9. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S TOTHEPUBOC DURING HOURS OF OPERATION.
CERTIFICATION OF THESE PLANS. 10 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM TIE SITE AND DISPOSE OF
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, INA LEGAL LINKER ON AWEEKLY 61ST OR SOONER IFWNDMCNSWARRANT Roof Cross Section
FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO 20. AT THE COMPLETION O WORK THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS
MAKE ITS PARTS FrT TOGETHER PROPERLY. MATERLALS.THE FACIITY r TO SE LEFT BROOM CLEAN AND WOPo(IS TO BE COMPLETED TO N.T. S
THE TOTAL SATISFACTION OF DE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
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MICROINVERTER RISER DIAGRAM
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N.T.S.
Revision5
Q"'1DiJ"r Rai I o my best belief and information the worK In this document is accurate, conforms with Revision 4
`Rai the governing codes applicable at the time of submission, conforms with reasonable Revision 3
TYPICAL CONNECTION DETAIL-1 ALL ROOF PENETRATIONS[ ARE TO BE SEALED standards of practice, with the view to the safeguarding of life, health, property and Revision 2
PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT Section: 56 ublic welfare and is the res onsibilit of the licensee. Revision 1
Block: 7 PW.-J...16.1: PE IPA I E I EE
as per ASCE7, Method 1: A (fig s-z) 1.35 I (table 6-1) 1
P net = A Kzt I P net3o (eq 6-2) Kt (sec 6.5.7) 1 Pnet3o (fig 6-3) -47.9 Lot: 9 OF NEW 700 Lakeland Ave, Suite 213, Bokemia, NY 11716
AND Ground Wind Live load, MaXimim ~'CP ~M?N PAQ7w yO,fl Te: 631-988-0000 Fax: 631-382-8236 Email: en ineer@ acificoen ineerin .cowl
CLIMACTIC fastener
GEOGRAPHIC DESIGN Category Snow Load, Speed , 3 pnet30 per paint pullout Fastener type \
sec gust, load, lb spacing along * ! John YOUK9
CRITERIA Pg mph ASCE 7, psi rails, in J
A C 20 120 65 705 5/16" dia screw, 4" length 48 w 440 Dol Ain Drive, Soutkold, NY 11971
S-001,00
B 35 380 5/16" dia screw, 4" length 48 ZN 1 PROPOSED SOLAR ENERGY INSTALLATION
Roof Section Ao 066182 ~0 o-'"°°`"''-
GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS
Ralph I eer o«4 smr=
NY 06618 44306 10/14/13 AS NOTED 1 of 2
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18" CLEAR PATH , 7
CONERGY CONERGY CONERGY CONERGY CONERGY °
250 250 2$0 250 250 CA 3e /
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PROPOSED SOLAR INSTALLATION
FLUSH MOUNTED
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ROOF LAYOUT PACIFIC E I
PV Panel ~0F NEW YD PE 700 Lakeland Ave, Suite 213, i3okemia, NY 11716
A B ~P ~Q0 PAC/F/~ 9 TO: 631-988-0000 Fax: 631-382-8236 Email: en ineer@ acificoen ineerin .com
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PANEL: Conergy 250 Conergy 250 t; John Young
QTY: 16 5 n z 440 Dot Ain Drive, SoutAold, NY 11971
m 1,11-,- S -002.00
LENGTH: 65 in 65 in ZS PROPOSED SOLAR ENERGY INSTALLATION
I have reviewed the roofing structure at the subject address. The structure can support the additional (CO 17661 $2 V ~ o,q,„;y o,K~~;„„
weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's WIDTH: 39.4 in 39.4 in 10 A~~ P GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS
installation instructions. I have determined that the installation will meet the requirements of the 2010 Ralph Pa wOte~~ near s.em
NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. WATTS: 5250 NY 066182 / 4744306 010/14/13 AS NOTED 2 of 2