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CC-0699-2019 t net4.) 0 grA14.301{ 4 ,) APPOLO Main Office Wappingers Vtfice ad e) 868 Burdeck Street 95 Airport Drive-Office Suite 1 419es Airportal Of Ro HEATING Schenectady, NY 12306 Wappingers Falls, NY 125 Endicott, NY 13760 Degrees Above The Rest,S'/NOt/968/ Tel. (518)355-0433 Tel. (845)223-5571 Tel. (607)729-5847 Fax: (518)355-3174 Fax: (845)452-1606 www.appoloheating.com JUL 11 VI; . TOWNS OF QUEENSBURY BUILDING a_CO 1 . CONTRACTOR 'e" 0 ' `T V` —C-6FS DATE 7 4 / ADDRESS ) °-`C t 1'43-e"4"—"— - 4 ----..04:4_, tateaNSOQ; .3 & CITY C)A-A-e-m"-4-8-tit 6,4_04- 10B# L1.-� atre:01,0&, .*S BALANCE REPORT 3 p"- ---- C * 1 P.P.L4 SUPPLY ROOM GF-MP Q - CFM READING ei- 3arAdi.,142-0--,) • 3 C-7) .3 >.(- g-cit .. 3912 ,3 SO 6 vol V I VaN,..t.120.1r":47-4-z 3 . /-.C2 y / .� 9" . Sr .� / 6 4PPOJ4O Main Office Wappingers Office Vestal Office 868 Burdeck Street 95 Airport Drive-Suite 1 419 Airport Road sHEATING Schenectady, NY 12306 Wappingers Falls, NY 125 Endicott, NY 13760 Degrees Above The Rest,S'/N0E/968/ Tel. (518)355-0433 Tel. (845)223-5571 Tel. (607)729-5847 Fax: (518) 355-3174 Fax: (845)452-1606 www.appoloheating.com C CONTRACTOR �1.0 c DATE ADDRESS I a„Si f\l I CITY Q V C112.\)(` 1 JOB# / Oo /-Th C F Pi BALANCE REPORT S P1 7 SUPPLY ROOM GF REQ JtRE ° CFM READING Exerc_fic c 4"9cD9e.c 1 096 ., cr66444-- r23O c2 /9 Carry q29 / 2 y Main Office Wappingers Office Vestal Office A,PPOLO 868 Burdeck Street 95 Airport Drive-Suite 1 419 Airport Road $'R HEATING'' ') rfiNki Schenectady, NY 12306 Wappingers Falls, NY 125 Endicott, NY 13760 Degrees Above The Rest,S'AN P968P Tel. (518)355-0433 Tel. (845)223-5571 Tel. (607)729-5847 Fax: (518)355-3174 Fax: (845)452-1606 www.appoloheating.com CONTRACTOR 0 ft ` DATE -- / /-- 2- / ADDRESS 1 G, eat- e 0.-7‘) CITY 14,'`t . f ff,,,,e,.. Q. ,..2)/2-1-70 JOB# 1 00 BALANCE REPORT PPt5� SUPPLY ROOM '^ } D , CFM READING dr", ‘-‘1:t1 (116-0 3 3PSc(y.se-- 3 1- 0 5 7.-C. I Qi-- Io ,C L MiTek5 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 22-0646 Schermerhorn/Westbrook III Sect.1 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Bellevue Builders Supply. Pages or sheets covered by this seal: I56358769 thru I56358769 My license renewal date for the state of New York is January 31,2026. .`�OF NEW L. PN GA `-j-9 -Y-f•• • r ( CC y °`- • 90E-, 1 January 30,2023 Garcia,Juan IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information Included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job a Truss Truss Type Qty Ply Schermerhom/Westbrook III Sect.1 156358769 22-0646 T3ELEV ROOF SPECIAL 4 1 _ Job Reference(optional) Bellevue Builders Supply, Schenectady,NY-12306, 8.530 s Aug 11 2022 MiTek Industries,Inc. Fri Jan 27 10:57:26 2023 Page 1 ID:2b?zvLZiAtWLCZTyKEONw2ytxM7-sYn18gK3oANZtA1DEgs?_3kB6CXZLRYT5AvEINzrAe7 -1111-7-9 I 19-9-0 1-1 26-1-8 129-11-0 ' 38-9-8 I 483 7 I 59-11-0 60I 11 1 11-7-9 8-1-7 1 5-0-0 3-10-0 8-10-0 9-6-0 11-7-9 1-0-0 REPAIR:RAISE CHORD 22-23 3"UP Scale=1:103.5 3x12 MT2OHS= LUMBER AND CONNECTOR PLATES AT JOINT 23 TO BE i_ CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) INSTALL 2 X 4 SPF/DF/SP NO.2 MUST BE FULLY EMBEDDED AND UNDISTURBED. CUT TO FIT TIGHT. 9 C` 5 3x5 II j' 8 i� 4x6 5x6 :ixi5 4x6 6<x30" 7 ....`,10 35 4.00 4111111"12x4\\ 12 2x4// �� 13 r 23 22 • 4x4% 4x4 36"x 36" 14 00 3 • 12 15 'A — ' iv 1r hi rm, is IIV 36 37 26 25 24 21 38 20 39 19 40 41 18 17 42 43 5x6= 3x4 II 4x4—_ 4x6= 4x4= 4x6= 4x10 II 4x10 II 4x5= 4x5 I+ + + ATTACH 7/16"OSB GUSSET(7/16"RATED SHEATHING 24/16 EXP 1) . * + TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: +++++ 2X3'S-2ROWS,2X4'S-3ROWS,2X6'SANDLARGER-4ROWS:SPACED@4"O.C. •+ + + NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. I 14-4-0 I 19-3-8 19r9-0 26-1-8 26+4 33-6-12 I 45-7-0 I 59-11-0 14-4-0 4-11-8 03 8 6-4-80.112 7-2-8 12-0-4 14-4-0 Plate Offsets(X,Y)- [2:0-7-3,0-0-21,[11:0-2-0,0-2-01,[15:0-7-7,0-0-21,[17:0-2-0,0-2-01,[23:0-3-0,0-2-81,[26:0-2-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 38.5 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.27 26-33 >859 360 MT20 197/144 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.51 26-33 >465 240 MT2OHS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 2 n/a n/a BCLL 0.0 * Code IRC2018/TP12014 Matrix-MR Weight 325 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc puriins. BOT CHORD 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. 6-24,8-21:2x4 SPF No.2 WEBS 1 Row at midpt 9-19,11-19,6-22 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-0,Right 2x6 SPF No.2 2-6-0 REACTIONS. All bearings 0-5-8. (Ib)- Max Horz 2=135(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2 except 24=122(LC 6),15=-131(LC 7),19—174(LC 7) Max Gray All reactions 250 lb or less at joint(s)except 24=1277(LC 17),21=1233(LC 17),15=1547(LC 18), 2=1348(LC 1),19=3025(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=172.2/153,4-6=-1368/164,6-8=-211/289,8-9=-97/315,9-11=0/659, 11-13=1872/242,13-15=2249/255 BOT CHORD 2-26=154/1634,23-24=-1292/125,6-23=140/364,22-23=32/1193,21-22=-1205/84, 8-22=780/111,17-19=-23/677,15-17=-148/2134 WEBS 9-19=1233/126,11-19=1982/214,11-17=22/1629,13-17=-979/209,4-26=-956/204, 6-22=-1206/34,23-26=57/1674 NOTES- 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.0psf;BCDL=6.0psf;h=30ft;Cat II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=50.0 psf;Pf=38.5 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; �pF N E►N Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 0)' Q• JPN CI �� 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs , .9 non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. * f4,!; 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r- r('�t' Gam, t'� CC 7)*This truss has been designed for a live load of 20.Gpsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide C� r'1••,# W will fit between the bottom chord and any other members,with BCDL=10.0psf. fit W 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=Ib) 'L s»sin-4 .' 24=122,15=131,19=174. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �� � ON C? o.08 00- � referenced standard ANSI/TPI 1. 9FEs s�oNA January 30,2023 t e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. itili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek" building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1314' Center plate on joint unless x,y • offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. 1114104, Apply plates to both sides of truss 1 2 3 diagonal or X•bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves 0'1116rr i 4 may require bracing,or alternative Tor I 0 bracing should be considered. pZ ��� 3. Never exceed the design loading shown and never U I° S stack materials on inadequately braced trusses. a.,0 1 " Illilititit V' 4. Provide copies of this truss design to the building pdesigner,erection supervisor,property owner and For 4 x 2 orientation,locate c7-8 C6-7 C5-6 I— all other interested parties. BOTTOM CHORDS plates 0- 1'id'from outside 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design Is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4, width measured perpendicular ESR-1311,ESR-1352, ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length paralle'to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION in Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSUTPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or after truss member or plate without prior ii II Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved j� reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. _M 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with 1_ i project engineer before use. Industry Standards' 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone ANSJTPI1: National Design Specification for Metal ;"i is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with SCSI: Building Component Safety Information, miTe ke ANSI/TPI 1 Quality Criteria. Guide to G000 Practice for Handling, Instilling&Bracing of Metal Plate or otherld design does not o into acpressnty ny dynamic 9 9 or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020 MAP REFERENCES: #1 INTERSTATE ROUTE 502-3-2.1 GLENS FALLS - LAKE GEORGE SECTION MAP NO. 181 PARCEL NO. S 246 & 288 #2 WARREN COUNTY HIGHWAY DEPT. LAND TO BE PROVIDED FOR IMPROVEMENT OF PARKLAP - WESTMOUNT ROAD STA 281+00 TO 313+94.87A PARCEL NO. 58-63 #3 MAP OF A SURVEY MADE FOR SKI & SHORE CORPORATION DATED: FEBRUARY 13, 2003 BY. VAN DUSEN & STEVES LAND SUVEYORS, LLC #4 MAP OF A TOPOGRAPHIC SURVEY MADE FOR RICHARD P. SCHERMERHORN DATED: FEBRUARY 18, 2003 LAST REVISED: JANUARY 22, 2007 BY VAN DUSEN & STEVES LAND SUVEYORS DEED REFERENCES: THOMAS E. MEATH, ALBERT F. TRUDEL & ROBERT J. NOLAN TO SKI AND SHORE CORPORATION DATED: JANUARY 25, 1970 BOOK 527 PAGE 382 SUZANNE FARNETT NOLAN, ALBERT F. TRUDEL & THOMAS E. MEATH TO SKI AND SHORE CORPORATION DATED: AUGUST 24, 1995 BOOK 958 PAGE 77 BEGINNING at apoint in the westerly bounds oflnterstate 87, saidpoint of beginning being located South 13 degrees, 37 minutes and 10 seconds West, a distance of 200.00 feet from a concrete monument located on the southerly bounds of Gurney Lane and the westerly bounds of Route 87; thence running from saidpoint of beginning, along the westerly bounds of Route 87, the following four courses and distances: (])South 13 degrees, 37 minutes and 10 seconds West, a distance of 208.70 feet to a concrete monument found in the ground fora corner; (2)South 06 degrees, 35 minutes and 40 seconds East, a distance of 338.99 feet to a concrete monument found in the ground for a corner; (3)South 24 degrees, 28 minutes and 57 seconds East, a distance of 345.11 feet to a concrete monument found in the ground for a corner; (4)South 16 degrees, 39 minutes and 59 seconds East, a distance of 15.64 feet to an iron pipe found an the ground for a corner marking the northeasterly corner of the lands of Phyllis Holtz and the southeasterly corner of the herein described parcel; thence running along the northerly bounds of Phyllis 11oltz and the northerly bounds of lands conveyed to Dennis and Kathleen Franklin, by deed book 1056 atpage J7, North 81 degrees, 58 minutes and 02 seconds West, a distance of 1395.10 feet to a point in the easterly bound;' of West Mountain Road, saidpoint also being the most northerly corner of the lands of Dennis and Kathleen Franklin by deed book 1056 at page 37; thence running along the easterly bounds of West Mountain Road, the following three courses and distances: (])North 47 degrees, 36 minutes and 32 seconds East, a distance of 296.25 feet; NOTES: 1.) REFERENCE IS HEREBY MADE TO A COMMITMENT FOR TITLE INSURANCE ISSUED BY WESTCOR LAND TITLE INSURANCE COMPANY, DATED JANUARY 14, 2022. 2•) THE FIELD SURVEY WAS CONDUCTED DURING WINTER WEATHER CONDITIONS WITH SIGNIFICANT SNOW AND ICE COVER. 3.) NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY. 4.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 5.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 6.) THIS MAP 1S COPYRIGHT © 2022 VAN DUSEN & STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 7.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. 8.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 9.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBURYAND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. 10•) STORMWATER MAINTENANCE AGREEMENT IN BOOK 4887 PAGE 56 IS A BLANKET EASEMENT. 11.) STORMWATER MAINTENANCE AGREEMENT IN BOOK 5544 PAGE 761S A BLANKET EASEMENT. / \ < \ /� C.M.El /\ \ C.M.O CO N /p1 \\\ � \ 5 / LANDS OF 162/ SCHERMERHORN RESIDENTIAL HOLDINGS, L.P. N Ln do 2 CONC. / PAD \ J/ V Hy Opp QPo �,��' o �', ,.mac°��' �� QP� c� � / N 0 Easement oce CO) Book 4927 Page 265 / yly \ 3� (2)North 51 degrees, 36 minutes and 54 seconds East, a distance of 201.00 feet; &X\ Q C.M. \V`P \ N \ \ G t ./ PG� I49.74' (3)North 49 degrees, 17 minutes and 22 seconds East, a distance of 728.02 feet to the northwesterly corner of the ti P perein lace andpoint ribed oin of beginning, containing ce South 8 6� 3 acre of land to be the same morrees, 18 minutes and 22 seconds e or less. d lance of 340.00 feet to the PQQQ�o zx P P .f g g g/ \ \ \��P/ Bearings given in the above description refer to magnetic February 2003. / \ / \ �� I 60" CMP 18" CONCRETE CULVERT PIPE C.M. 0 Qo�G O Uj % \ Jai �J� c - O AREA \9�dF' \ P ouch 2Ts m 'n 9G 720,138.34 sq. ft. \�s� P N / / \ 16.53 acres Ja J�� ` 9 �9� U) !• / / / \ \ PG OPT T Ts J cc .130 �/ \ \ tiTS N 9 O AAP G�TS 56. 9C, U �X_ I co I II O s'SO C.M. � O GAZEBO \ \ \\ °°o / \ \ Easement Book 5 152 Page 177 O �l�e C GO�a9e \ \ \ � LNG c®r) N < 4,0A \ 1395 •10S O 9 5' �.�F� —\ `'—_ ----- __------ —� \ \ LANDS OF SETBACK� —`----�---- \\\\ O� FRANKLIN N81°58'02 \ — — — — p.L.. moo. 0�, \ — CO \ _ 1 \ LANDS OF / S16039' 59"E\ FRANKLIN — 55.64' LANDS OF \ \ THE TOWN OF QUEENSBURY Fes'' ZONING INFORMATION: ZONED OFFICE DENSITY. NON-RESIDENTIAL: 0.5 ACRES PER 7,000 sq.ft. OF FLOOR AREA MINIMUM LOT WIDTH: 250' MINIMUM ROAD FRONTAGE: 75' MINIMUM SETBACKS FRONT: 75' SIDE: 25' REAR: 25' MINIMUM PERCENT PERMEABLE: 35 MAXIMUM BUILDING HEIGHT: 40' 15% LANDSCAPED MAXIMUM BUILDING FOOTPRINT 75,000 sq.ft. LANE � APPROXIMATE HIGHWAY BOUNDS } N O Z aY° C= OEiji RJ LL i LEGEND: O IPF = IRON PIPE FOUND O IRS = IRON ROD SETITO BE SET o C.M. = CONCRETE MONUMENT FOUND = UTILITY POLE = FIRE HYDRANT = CHAIN LINK FENCE = GUARDRAIL = SIGN 0 = CATCH BASIN �Q = WATER VALVE c.v.® = IRRIGATION VALVE QS = SEWER MANHOLE QD = STORM MANHOLE * = LIGHT POST w, F o wLo w u x z N O � Z J �= o Z Z IL �Cf) f� o ® Z z � W Q LL_ m N N \ LC) L \ M \ \ \ \ N o� U0 n LO M—� W U 0 o Q � z o v Q) Wr o !"1 pp Cr w O ® o F Vl 0 O 00 N � 0 z O z F� C�Cr cn `V 0 b I x� co ko Date. July 2010 Scale 1'- 5e S-1 SHEET 1 OF 2 E-87 DWG. NO. 02162ALTA