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HomeMy WebLinkAboutPLOT PLAN - VICINITY MAP+t . i } a PROJECT DESCRIPTION: GOVERNING CODES: - FLORIDA RESIDENTIAL CODE, 6th EDITION 2017 (FRC) 30X295 JINKO JKM295M-60 (295W) MODULES FLORIDA PLUMBING CODE, 6th EDITION 2017 (FPC) LES SYSTEM SIZE: 8.85 kW DC STC ARRAY AREA #1: 282.08 SQ FT. ARRAY AREA #2: 246.82 SQ FT. EQUIPMENT SUMMARY 30 JINKO JKM295M-60 (295W) MODULES SHEETINDEX A-01 SYMBOLS & SYSTEM DESCRIPTION S-01 ROOF PLAN & MODULES S-02 STRUCTURAL ATTACHMENT DETAIL S-02.1 STRUCTURAL ATTACHMENT DETAIL DS-01 DATA SHEET DS-02 DATA SHEET ROOF #2 (14) JINKO JKM295M-60 (295W) MODULES 1 PLOT PLAN WITH ROOF PLAN A-00 SCALE: 1/32" = T-0" 199, E 00 _ 156'-2" FLORIDA MECHANICAL CODE, 6th EDITION 2017 (FMC) NEC 2014 CODE BOOK ROOF #1 (16) JINKO JKM295M-60 (295W) MODULES I EXISTING DRIVEWAY O d' DESIGNED TO PERMIT' u , CASTILLO ENGINEERING SERVICES, LLC COA # 28345 Tik 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL32779 TEL: (407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 4 :J Lox 2 HOUSE PHOTO A-00 SCALE: NTS r w t"'li LL ';- C PY' r PROJECT SITE , ='I 'ou&ast J no Court- �� m t'Il River Park I z •- r } S L COPYRIGHTED BY CASTILLO 3 VICINITY MAP ENGINEERING SERVICES, LLC 700 SCALE: NTS REVISIONS —DESCRIPTION— A 00, ANNE AD — —� PERMIT MANAGER >/ N 1 I r Eproject solutions o�aoeltoo®�P®® 0 • gC U C\I W U M /� O —J LL V/ O Q U U J 'w vJ 1— q w M F— > O 0 U SHEET NAME PLOT PLAN & VICINITY MAP SHEET SIZE ANSI B 11" X 17" SHEET NUMBER A-00 MODULE TYPE, DIMENSIONS & WEIGHT GENERAL INSTALLATION PLAN NOTES: NUMBER OF MODULES = 30 MODULES MODDL-E-TYPE= JINK-0-JK-M-295M=60-(295W)- 0DU WEIGHT = 41.9 LBS / 19.0 KG. MODULE DIMENSIONS = 65.0" x 39.05" = 17.63 SF UNIT WEIGHT OF ARRAY = 2.38 PSF ARRAY & ROOF AREA CALC'S (ROOF #1) ARRAY AREA = 282.08 SQ. FT. RQOF�ACE9REA = 823_90_SQ._E7 282.08 / 823.90 = 34.24% OF ROOF FACE AREA COVERED BY ARRAY DESCRIPTION (ROOF #1 ROOF TYPE - METAL ROOF ROOF TILT - 22.6° ROOF AZIMUTH - 79° RAFTERS SIZE - 2"x4" @ 24" O.C. ARRAY & ROOF AREA CALC'S (ROOF #2) ARRAY AREA = 246.82 SQ. FT. ROOF FACE AREA = 1035.11 SQ. FT. 246.82 / 1035.11 = 23.84% OF ROOF FACE AREA COVERED BY ARRAY DESCRIPTION (ROOF #2) 'OO _#2 ROOF TYPE - METAL ROOF ,TILT - AZ.- 259° 1M ROOF TILT - 22.6° ROOF AZIMUTH - 259° RAFTERS SIZE - 2"x4" @ 24" O.C. 03 WIND ZONE 2(TYP.) WIND ZONE 1(TYP.) ROOF #2 (14) JINKO JKM295M(295W) MODULES Q 1 . 1 1 ROOF PLAN & MODULES S-01 SCALE: 3132" = V-0" 0 Q (73) PV ATTACHMENT @ 24"&48" O.C. MAX RpO ' #1, TILT ' 22'6 pDM _79 (N) IRONRIDGE XR100 RAIL ROOF #1 (16) JINKO JKM295M(295W) MODULES WIND ZONE 3 (TYP.) 1)-DRAWINGS SHOWN-MA-Y-NOT-REFL-EET-FIELD-C-ONDI-TIO CONTRACTOR TO FIELD VERIFY QONDITIQNS PRIOR TO INSTALLATION. 2) CONTRACTOR MAY LOCATE PV MODULES TO DIFFERENT LOCATION THAN SHOWN, BUT SHALL NOT PLACE PV MODULES IN WIND ZONE 3. UNLESS NOTED OTHERWISE IN NOTE 3 BELOW. AS SHOWN IN SHEET S-02 AND AS FOLLOWS FOR EACH WIND ZONE: WIND ZONE 1: 4'-0" O.C. WIND ZONE 2: 2'-0" O.C. WIND ZONE 3: NOT ALLOWED SEE SHEET S-02.1 FOR SUPPORTING CALCULATIONS. 4) EXISTING RESIDENTIAL BUILDING IS ASSUMED TO BE METAL ROOF WITH MEAN ROOF HEIGHT LESS THAN 30 FT AND SYP 2X4 WOOD ROOF RAFTERS SPACED 24" O.C. EXISTING ROOF SLOPE FOR SOLAR SYSTEM RETROFIT IS ASSUMED TO BE BETWEEN 7 TO 27 DEGREES. CONTRACTOR TO FIELD VERIFY AND SHALL REPORT TO THE ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN PLANS AND IN FIELD CONDITIONS. I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC: RESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATION WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS. COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC 3�- •; LO co JINKO JKM295M-60 (295W) MODULES LEGEND JB - JUNCTION BOX INv -INVERTER DC - INTEGRATED DC DISCONNECT sLD - SOLAR LOAD CENTER PM -PRODUCTION METER MSP -MAIN SERVICE PANEL O ❑ - VENT, ATTIC FAN (ROOF OBSTRUCTION) O - ROOF ATTACHMENT -RAFTERS -- - CONDUIT CB - COMBINER BOX DESIGNED TO PERMIT- CASTILLO ENGINEERING SERVICES, LLC COA # 28345 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL 32779 TEL (407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS DESCRIPTION -DATE- PERMIT MANAGER �G Y project solutions NS� 59 E OF t S 10 N P � 16 A11 1ST% U j�� N z m W U cvi U) u- Z � QU W ULLI � 00 U) c) � w cc F- > O 0 U SHEET NAME ROOF PLAN & MODULES SHEET SIZE ANSI B 11" X 17" SHEET NUMBER S-01 3 STEP 1: DRILL 3/16" PILOT HOLE IN RAFTER. ENSURE AREA SURROUNDING HOLE IS _F_REE-F-R-OM METAL-SHAV_INGS_AND_DEBRIS.- — - STEP 2: ATTACH METAL ROOF BASE TO RAFTER WITH 5/16IN LAG BOLT. TORQUE TO 10-16 FT LBS. STEP 3: THREAD METAL ROOF BASE CAP ONTO METAL ROOF BASE BOTTOM. TAKE CARE TO ENSURE THE BASE DOES NOT TWIST WHEN CAP IS TIGHTENED. ENSURE CAP IS FULLY SEATED TO BASE. STEP 4: ATTACH L-FOOT TO STUD IN METAL ROOF BASE CAP WITH FLANGE NUT. SNAP N RACK L FOOT 5/16-18 X 1" (OR 1.25") S.S. BOLT AND SPLIT WASHER METAL ROOF DECK RAFTER, TYP. SNAP N RACK METAL ROOF BASE BOTTOM SHEATHING, TYP. 1 _ATTACHMENT DETAIL (FRONT VIEW) S-02 SCALE: NTS IRONRIDGE XR 100 RAIL 5/16-18 X 1" (OR 1.25") S.S. BOLT AND SPLIT WASHER 5/16" LAG BOLT WITH 3/4" WASHER UPPER SEALING WASHER SEALS METAL ROOF BASE CAP TO BOTTOM 5/16-18 STAINLESS FLANGE LOWER SEALING WASHER NUT TORQUE 10-16 FT-LBS SEALS METAL ROOF BASE BOTTOM TO ROOF SURFACE IRONRIDGE XR 100 RAIL METAL ROOF PANEL, TYP. ---� SNAP N RACK METAL ROOF BASE BOTTOM SHEATHING, TYP. ® RAFTER, TYP. SNAP N RACK METAL ROOF BASE CAP 5/16" LAG BOLT WITH MIN 2.5" EMBEDMENT TYP. ENSURE LAG BOLT IS FULLY SEATED TO METAL ROOF BASE BOTTOM 5/16" X 3/4" STAINLESS WASHER COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC n n. SNAP N RACK L FOOT SNAP N RACK METAL ROOF BASE CAP a 2.5' MINIMUM EMBEDMENT INTO RAFTER ETAL OOFING YP. WEEN TRUSSES AND NAIL WITH 2-16D NAIL PATTERN AT EACH END TO WOOD TRUSS 16' DIA STEEL ALL-THRD ROD W/NUT- WASHERS - LOCTITE ALL NUTS TYP. ALL CONNECTIONS 2X PT S.Y.P. WOOD OR -� UNISTRUT CONT. ALONG COLLECTOR TYP SPANNER CONNECTION DETAILS (IF REQUIRED) >�nglineenng `x, DESIGNED TO PERM ITa CASTILLO ENGINEERING SERVICES, LLC COA 4 2&, 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL 32779 TEL: (407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS D58CRIPTION DATE PERMIT MANAGER 1141th\\ taje �p�BBions ♦ ®♦ GASTjij No 5 gTAT IF 0 P•o �isT• •C R\�•�C, "o PROJMffjvtCBBM♦♦♦ U JP 04 z w U cYi OLL I� Q U w UJ Y w U) 00U) C) w M F- O O �- U SHEET NAME STRUCTURAL ATTACHMENT DETAILS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER S-02 9 130 0. 150 Pa 150 120 115 120 / �«n` w/ — SAaso� �, 4� 04 140 AWKn Htr . Ila ►,,�tJ Ise 9 140 160 Notes: 1s0 `ate 1. Values are ultimate design 3-second gust wind speeds in miles.per hour (i/s) at 33 ft (100) above ground for Exposure C.cat— egory.cyu► 2. Linear interpolation between contours - 160 Cdac is permitted.. ask+ 3. islands and coastal areas outside the last contour shall use the last 'Wind speed 1%0 �,� contour,of the coastal area. 4. Mountainous terrain, gorges, ocean +— promontories, and special wind regions shal2 be examined for unusubl grind condi= tions. S. Hind speeds_ correspond to approximately 1$0 a 7% probability of exceedince in 50 years (Annual Exceedance Probability = 0.00143, MRI = 7e0 years), era. 117 0 o � FIGURE 1809.3(1) ULTIMATE DESIGN WIND SPEEDS; VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES Wind Speed Ult (mph) 111110111111 Risk Category 1111111MIIIIIII Wind Speed A5D (mph), 140 Exposure Category Mean Roof Height (ft) 25 Roof Slope (degrees) 25 Module Area (sq ft), 20 Kzt 1 Height Adjustment Factor, A 1.35 Roof Zone °Prfet_(30) 1 18.5 -31.4 2 18.5 -51.7 3 18.5 -77.7 P_net= KAK➢_zt P_(net(30)) Roof Zone _ Pnet 1 24.975. -42.39 2 24.975 -69.795 3 24.975 -104.895 COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC Roof S 22. Maximum Uplift per *fastener Wind Zone 1 466.3 PerAmerican Wood Council,- NDS Max Withdraw Load for 5/16" LAG with 2.5" 476 Embedment *Roof attachements w 2 rails at: j_ 4 1 ft O/C Maximum Uplift per *fastener Wind. Zone 2 383.9 PerAmerican Wood Council.- NDS Max Withdraw Load for 5/16" LAG with 2.5" 476 Embedment *Roof attachements w 2 rails at: L 2 j ft O/C Maximum Uplift per *fastener. Wind Zone 3 576.9. - PerAmerican Wood Council, - NDS Max Withdraw Load for 5/16" LAG with 2.5" 476 Embedment *Roof attachements W 2 rails at: L2] ft O/C *NOTA'LLOWED CASTILLO ENGINEERING SERVICES, LLC COA # 28345 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL 32779 TEL- (407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS DESCRIPTION DATE PERMIT MANAGER ��F%\ dY project solutions aetoeee �� o . O eo\�EN"F. ems. ® 2590 O P o O PRO ....... W'e� t4 j it tv U � W C) c O_j W z � Q U W UJ W f) 07 � o0 F_ 00 > 0 U SHEET NAME STRUCTURAL ATTACHMENT DETAILS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER S-02.1 4 www.jinkosolar.com �YC PV CYCLE - ENERGY EBLVf CE MEMBER POSITIVE QUALITY Jinl<O Building Your Trust in Solar PERC KEY FEATURES 'I'll 4 usbar Solar Cell: b 4 usbar solar cell adopts new technology to improve the efficiency of modules, offers a better aesthetic appearance, making it perfect for rooftop installation. y�+�r High Efficiency: T Higher module conversion efficiency(up to 18.3357,) benefit from Passivated Emmiter Rear Contact (PERC) technology. PID RESISTANT: Limited power degradation of Eagle module caused by PID effect is guaranteed under strict testing condition (85 C/85%RH,96hours)for mass production. it Low -light Performance: Advanced glass and solar cell surface texturing allow for excellent Enn ucxT performance in low -light environments, i44i Severe Weather Resilience: a '°0�P'- Certified to withstand: wind load (2400 Pascal) and snow load (5400 Pascal). 54M P. oftl"TAW Durability against extreme environmental conditions: High salt mist and ammonia resistance certified by TUV NORD. LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 100$ linear performance warranty 97%qa [-; Standard performance warranty evs% tlit anal value from J*IlIko SD. ol 90% ar S near o wo?an/1 v m e EO2% 0 8 1 years I 5 12 25 I Packaging Configuration ( Two boxes=One pallet) 26pcs/box, 52pcs/pallet728 pcs/40'HO Container 1 Electrical Perfomtance & Temperature Dependence Current -Voltage & Power -Voltage Temperature Dependence Curves (290W) of lsc,Voc,Pmax Voltage ( V ) Cell Tetnp..tu (°q Cell Type Mono -crystalline PERC 156x156mm (6 inch) No.of cells 60(6x10) Dimensions _ 165Ox992x40mm (65.00x39.05x1.57 inch) Weight 19.0 kg (41.9 Ibs) Front Glass 3.2mm, Anti -Reflection Coating, High Transmission, Low Iron, Temped Glass re Anodized Aluminium All Junction Box IP67 Rated Output Cables TUV 1 x4,Omm; Length: 900mm or Customized length Module Type JKM280M-60 JKM285M-60 JKM29OM-60 JKM295M-60 JKM30OM-60 j . __ ` ____EC NOCT__ STC NOCT STC NOCT STC -NOCT STC Nocr Maximum Power (Pmax) 28OWp 209Wp 285Wp 212Wp 29OWp 216Wp 295Wp 220Wp 30OWp 224Wp CMaximum Power Voltage (Vmp) 31.8V 29.7V 32.OV 29.9V 32.2V 30.2V 32AV 30.4V 32.6V 3,0.6V J Maximum Power Current (Imp) 8.81A 7.01A 8.90A 7.12A 9.02A 7.15A 9.10A 7.24A 9.21A 7.32A [_Open -circuit Voltage (Voc) 38.6V 36.2V 38.7V 36AV 39.5V 36.6V �39.7V 36.8V v �40.1V 37.OV J Short-circuit Current (Isc) 9.49A 7.62A 9.51A 7.72A 9.55A 7.81A 9.61A 7.89A 9 72A 8.01A Module'EfficiencySTC(%)�F-. -�17.11% !!~ �- 17.41% 1772% _ _. 18T2-;. 18.33% � Operating Temperature(C) i nn�,.t..,m c ,°.e.n \,,,u�„o^v�.-... __- _._ --__---._.__�� -40 C-+85°C Snnminr• ncr•� _ _ _s._....—., _...�.� Maximum series fuse rating 15A R� IPower tolerance J�' 0-+31/6 Temperature coefficients of Pmax -0.39%PC Temperature coefficients of Voc R -!` -0.29%.PC __ Temperature coefficients of Isc 0.05%/°C i'Plom.na [operating cell temperature (NOCT) 45t2°C STC:.ic Irradiance 1000W/m2 Cell Temperature 25°C C"1 AM=1.5 NOCT: Irradiance 800W/m2 *]Ambient Temperature 20°C (! _) AM=1.5 ` } Wind Speed 1 m/s • Power measurement tolerance: ± 3% The company reserves the final right for explanation on any of the information presented hereby. EN-JKM-300M-60-PERC_1.0_rev2017 ,nglineering v DESIGNED TO PERMIT- CASTILLO ENGINEERING SERVICES, LLC GOA 4 28345 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL 32779 TEL: (407) 289-25 5 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS -DESCRIPTION- --DATE PERMIT MANAGER /d,\"\ A/jI\. hypro*ect solutions °°pl1lEBog atu I �0 v tyo 90 m m OF ROJ BOse �ONN\ W U JA LO W U M O LL z Cif QU W UJ U) 00 U) 1_- ~ W co elf > O O a U SHEET NAME DATA SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER DS-01 m a'° ®�- IRONRIDGE Built for solar's toughest roofs. Datasheet. Flush Mount System IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested All components evaluated for superior structural performance. Class A Fire Rating Certified to maintain the fire resistance rating of the existing roof. UL 2703 Listed System Entire system and components meet newest effective UL 2703 standard. PE Certified Pre -stamped engineering letters available in most states. Design Assistant Online software makes it simple to create, share, and price projects. 25-Year Warranty Products guaranteed to be free of impairing defects. XR Rails O XR10 Rail XR100 Rail XR1000 Rail Bonded Splices A low -profile mounting rail for regions with light snow. • 6' spanning capability • Moderate load capability • Clear and black finish Clamps & Grounding O UFOs Universal Fastening Objects bond modules to rails. • Fully assembled & lubed • Single, universal size • Clear and black finish Attachments O FlashFoot2 Flash and mount XR Rails with superior waterproofing. • Twist -on Cap eases install. • Wind -driven rain tested • Mill and black finish Resources The ultimate residential solar mounting rail. • 8' spanning capability • Heavy load capability • Clear and black finish Stopper Sleeves Snap onto the UFO to turn into a bonded end clamp. • Bonds modules to rails • Sized to match modules • Clear and black finish Conduit Mount Flash and mount conduit, strut, or junction boxes. • Twist -on. Cap eases install • Wind -driven rain tested • Secures 3/4" or 1" conduit A heavyweight mounting rail for commercial projects. • 12' spanning capability • Extreme load capability • Clear anodized finish CAMO Bond modules to rails while staying completely hidden. • Universal end -cam clamp • Tool -less installation • Fully assembled Slotted L-Feet Drop -in design for rapid rail attachment. • Secure rail connections Slot for vertical adjusting • Clear and black finish All rails use internal splices for seamless connections. • Self -drilling screws • Varying versions for rails • Forms secure bonding Grounding Lugs Connect arrays to equipment ground. • Low profile • Single tool installation • Mounts in any direction Bonding Hardware Bond and attach XR Rails to roof attachments. • T & Square Bolt options • Nut uses 7/16" socket • Assembled and lubricated Design Assistant SpRGy� NABCEP Certified Training Go from rough layout to fully Earn free continuing education credits, engineered system. For free. (NABCEP while learning more about our systems. j Go to. lronRidge.com/design Go to IronRidge.com/training neen DESIGNED TO PERMIT- CASTILLO ENGINEERING SERVICES, LLC COA # 28345 2925 W. STATE ROAD 434, SUITE I l l LONGWOOD, FL 32779 TEL: (407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS DESCRIPTION DATE PERMIT MANAGER P • br •E �"IP va S�gna(yr S e m O 0 P cp •o STATE oa�sBg, • •� O N PA, a e PROJECT NAME J N W U C14 Z a, W Hm U O LJL (� W z LIJ U W U J Y � I-- �oo W 00 Q fl U SHEET NAME DATA SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER DS-02 kA The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 20OMW of solar projects to simplify installation and reduce costs. Metal Roof Base Simplified The Metal Roof Base provides a robust self-sealing mounting base for common corrugated metal roof profiles. The base seals to the roof with an integral EPDM Rubber Washer and a sealing top cap. The completed assembly has a S/16" stud compatible with existing SnapNrack components and has been tested to over 4,000Ibs of uplift force! The MRB can't be beat for ease of installation and reliability over the service life of the system. Patent Pending �N r s Metal Roof Base in 3 Simple Steps: -1) Drill hole in roof over beam, rafter, or purlin.* 2) Secu're MRB base to the roof with lag bolt or tek screw. 3) Install and tighten MRB cap * Make sure that the roof and gasket are free of debri or metal shavings. Place order through your SnapNrack distributor, which can be found at www.snapnrack.com/contact SnapNrack- PV Mounting Systems Metal Roof Base for Series 100 Installation Metal Roof Base Assembly 1/4° SELF DRILLING FASTENER, TYPICAL `~ BASE Tek screw or lag is not provided SnapNrack Metal Roof Base Technical Data Structural engineering in all fifty states Materials 6000 Series Aluminum Material Finish Clear anodized aluminum Weight 0.4 Ibs Design Uplift Load 1,008 Ibs Uplift Design Ultimate Load 4,033 Ibs Uplift Warranty 10 Year material and worksmanship Metal Roof Base For Commercial Installation Metal Roof Base Dimensions 5/16-18 X 5/8" SnapN rack- PV Mounting Systems (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. © 2013 by SnapNrack PV Mounting System. All rights reserved. rALLED iT 5/16" CLEARANCE HOLE.FOR LAG OR TEK SCREW �V nee CASTILLO ENGINEERING SERVICES, LLC COA # 28345 2925 W. STATE ROAD 434, SUITE 111 LONGWOOD, FL 32779 TEL:(407) 289-2575 ERMOCRATES E. CASTILLO - FL PE 52590 REVISIONS DESCRIPTION DATE PERMIT MANAGER A/l/luk, ® 'Pyt solutions roe�ro TH ® s atal�wltnaea GE gE. 52590 o TE OF O R \QP ^ey e P �BlOBBSBB®®0a�at® z Ln W U � 0 O LLLL I.L1 z QU W UJ Y W � 07 � 00 W OM I— Q U SHEET NAME DATA SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER DS-03