The URL can be used to link to this page

CC-0161-2022 OfficeUse Only ADDITION/ALTERATION PERMIT Permit#: CC - o \s. - 2°2Z---__ APPLICATION Permit Fee:$ 26 rD Town of Quccnsbury 742 Bay Road,Queensbury,NY 12804 Invoice#: 5 P:518-761-8256 www.queensbury.net Flood Zone? Y N Reviewed By: Project Location: 3 o S ate /vie Tax Map ID#: 3O 3 . I / ,0 1 "5 Subdivision Name: ----�_ D La (a) E 11-W- _ PROJECT INFORMATION: APR 0 4 2022 TYPE: ❑ Residential d Commercial, Proposed Use: .e '"Ir r- n<<,:. U UAW' ®DES ❑ Single-Family El Two-Family ❑ Multi-Family(#of units_) El Townhouse ❑ Business Office ❑ Retail industrial/Warehouse El Garage (#of cars El Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: ✓ 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement(habitable space): Basement (habitable space): Total sq ft: Total sq ft: Scope of work to be done: No 1 L/ rav-ajc_ i/(s-f� . ,Q - 6X I /4, Jo X, o 2 - /v K /v #4 /o X /Z l s�4 /fiti. AA/� .fo�r� / — /y X /y / — /LX I c 4//tr 1/1 oa 2 0 /it o/l r7 & y Jcd — U Addition/Alteration Application Revised March 2022 w] II -'I ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ Z 7 ,pro 2. Source of Heat(circle one): EVGas ❑ Oil ❑ Propane ❑ Solar 0 Other: Fireplaces/inserts need a separate Fuel Burning Appliances &Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES C'NO Explain: 4. Are there any easements on the property? RYES ❑ NO SITE INFORMATION: • ils this a corner lot? Q YES ❑ NO • Will the grade be changed as a result of the construction? ❑ YES �NO • What is the water source? L 'PUBLIC ❑ PRIVATE WELL • What type of wastewater system is on the parcel? I SEWER ❑ PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: SIGNATURE: DATE: y- ��" (52_ 2 — Addition/Alteration Application Revised March 2022 1 .-, J CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL f • Applicant: B Name(s): 6,,,,ij/icc, /�v fir - Mailing Address, C/S/Z: ?o 1 0 six 4v--c 01,,.u...5 4,,,.wc /v •y . i Z Ser Cell Phone: ( 570 ) y6 6 — %v%z Land Line: ( — ) Email: 9 // , — /ZVL e 44.. • Primary Owner(s): Name(s): 1/t. kklut.---t4 - Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Z . A/ - S ;cc. o 4, (v c. w Contractor Trade: — c c c /,-, .. 6,,�1GCc _ -.., v«.c, Mailing Address, C/S/Z: Cell Phone: ( s/ Y ) f5Y— ioy2_ Land Line: ( ) Email: .evsisso., @ emu.I . (0 . **Workers' Corip documentation must be submitted with this application** • Architect(s)/Eneineer(s): Business Name: 1. wia4A itlay*.} 4sac,?-1- k7 / It e. Contact Name(s): /_i„, kr°,,, 'ALA av Mailing Address, C/S/Z: 8av iv-by. s c 4 Lam. /4 let- L.-A /6 . L64a w— /U,V. /2/i0 Cell Phone: ( .) Land Line: ( r'P ) 9/ si— 3 yi-v xf al 3 Email: J p,cha.v -e 14„. ii r„) . CO3... . -Contact Person for Compliance in regards to this project: (',,,`,.'//r.,ka. Liv-- Cell Phone: I s78 ) / (6— f o n %- Land Line: I ) Email: ‘„..rNau....,0 _ A .Z e I t/c _.J- (b f r ......... C_.) 0-6 a C) �"�/ (Nx(lLs \r ohe-v 1 t, U A,'w() — (603) -76z - g S3S Addition/Alteration Application Revised March 2022 r • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): CvM S i s c v' Contractor Trade: - cl-c O— — H"""`"tc in0A--c, Mailing Address, C/S/Z: Cell Phone: 5 Ie 8.6? - 3 Z Land Line: Email: GIV r/SS v['Le) , co • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trader__ Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contract r(s); Workers' Comp documentation must be submitted with this application Contractor Name(s): ' Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s), Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Addition/Alteration Application Revised March 2022 r J ��` FIRE MARSHAL'S OFFICE _w1 Town of Queensbury • 742 Queensbury,d Roa Bay ueensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW U Haul 308 Dix Avenue CC- 0161-2022 4/8/2022 The following comments are based on a review of submittals: • No items for FM review 'i\c\C\) Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office ■ Phone: 518-761-8206 • Fax: 518-745-4437 fcremarshal@queensbunf.net • www.queensbunj.net DESIGN CALCULATIONS PANEL-BILT 302 BEASLEY ST TECIE [ONNE -7'‘ BLAIRSVILLE,GA 30512 JUN 01 2022 TOWN OF QUEENSBURY BUILDING&CODES U-HAUL QUEENSBURY, NY JOB #16200 / B5522 URAL ONLY S��UOg . : F. . r OITIESS V0 O NEw 0 tat Id Fd 53020 tHANDER P. NANGIA P.E. /423 HOLLOW RIDGE DR. •HOUEITON,T ( 77096 • \ 1 1 1 / PROJECT CRITERIA: cAHOPTCOLORS: LEGEND MEP GENERAL EESIISTRUCTUREIMATDRIALSRAINTINO 1' 1 MIA GN NAME OF DEVELOPMENT: I.BEAMS YAIITE 4 svA1ul 1.GENERAL • RNKUIREcEPVnS U44101. 2.COLUMNS W1UTe LI CANOPY SHALL BE PREFABRICATED CUSTOM DESIGN AS MANUFACTURED BYFANEL-BIELT,INC.,So2 tee , 0 EA5LEY STREET,BWRSVU.LO.0A 3031L , 2.JOISTS PFUMED GRAY FROM MANUFACTURER 1.2 CANOPY SHALL BE FREE-STANDING AND SHALL NOT USE EXISTING WALLS 0R BUDDING COLUMNS rs LOCATION OF DEVELOPMENT: FOR VERTICAL SUPPORT. 1xmR 0uEEH59URY.eif I"I 1A CANOPY SHALL BE CAPABLE OF BEING ERECTED,DISMANTLED,AND RELOCATED WITH HAND TOOLS. .! •. I.DESIGN Li SPECGICATSONS: 0 0n00£0009M1 • USE OF STRUCTURE: CANOPYNDTES: 2.L17HE STRUCTURAL DESIGN SHALLMEET0R COCEEO THE REQUIREMENTS THE D° G0.1AH AMERICAN INSTITUTE OF STEEL CONSTRUCTION IAISC),MANUAL OF STEEL Zj, 16TAV mamma. CANOPY 1. OVERALL HEIGHT. IR•1• CONSTRUCTIGNJVI0WADLC STRESS DESIGN. 2=5[ caw A0uNa1o1D• 2.L2BAR4OIUT DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE I. CLEAR HEIGHT. ISO O.'•Y I •STANDARD SPECIFICATION FOR STEEL JOISTS,KSERIES. ...• 1.1Nw.w-ANEL R4Tn0 APPLICATION: ],MATERIALS:5A) ..[„•> oumzsion.as 1 BASE PLATE SIZE: M'XI.OSI'o'M LI STRUCTURAL STEEL BEAMS SHALL BE HOT ROLLED WIDE FLANGE AND IJEHTTHE RE0UUIDMENi5 OF EXTERIOR ASTM SPECIFICATION A532•STANDARD SPECIFICATION FOR STRUCTURAL STemt-(LmEWUM YIELD 4 COLUMN 56E N'%C%1+4•TH STRENGTH COUMNS SHALL BE POUNDS UARE HIDE AND SHALL MEET NE REQUIREMENTS OF ASTM SPECIFICATION Q W AI00S TITLED•COLD FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS APPLICABLE CODES. E ALL STEEL I.BEAMS SHALL DE SIZED PER THE AAIERICAN INSTITUTE OF STEEL CONSTRUCTION STANDARDS O = AND SHAPES"MINIMUMCAAUM YIELD STRENGTH OF 46,000 PSI:FY•46 KSIA ^1 I- J :.R BENTS.(SOI"u IBM 3.3 H0T ROLLED CHANNELS SHALLOEASTM A30 STEEL(MINIMUM YIELD STRENGTH OF 3a,00a PSI:FY•30 KW) ` Q Q 3A ANGLES SHALL DE ASTM Ala STEEL(MINIMUM VELD STRENGTH OF 3a,0,5 PSk FT•3F KSI) . n - RGOP[ACCESORYN07E5: 33 F LAT BAR SHALL BE ASTM A36 STEEL(MINIMUM YIELD STRENGTH OF 30,000 PSCFY•36 KED "l- UUJJ N TYPE OF CONSTRUCTION: 3.613-SQUARE TUBING SHALL HAVE A MINIMUM YIELD STRENGTH OF ALSO°PSI:FY•46 KSI 3C O TT PE PSCOLORS: 3.7 ALL BOLTS SHALL 0EJ423 GRADE 4 B IT1 0LTSW1 J333 NUTS, w .. Y Q 3.0 ALL WELDS SHALL BE ENID ELECTRODE 1.R00F PANS INTERIOR AND EXTERIOR: VANTE 4. WELDS M r Q ROOF DESIGN. 4.1 ALL WELDS SHALL BII MINIMUM SI16-FILLETWELD U.N.O. = m Y O L GUTTER FASCIA '::RITE UNIFORM DEAD LOAD.IDP.SF. Z S U 1jj 3.DOVITJSP0UTS VAIITE DECK PANS QQ UMFORMLIVE LOAD:TP.S.F. 1. GENERAL 0 K = Q UNIFORM TOTAL LOAD:llP.5.0 LI DECK PALISH) BE PROVIDED BY METALWORKS,2541 MONR0E DRIVE. 7 0 00 SUREE GAINESVILLE.OA 70507-0765. TOTAL LOAD DEFLECTION:1240 LIVE LNG)DEFLECTION:I L DESIGN -I 2.1 THE DECK PANS AREA GOUT FORMING STEEL MAT IS INTERL0OKING TYPE PANEUSTANIRNO SEAM CALLED PIL 7 2.2 THE DECK PANS ARE MADE PR0M PRILEMRL ORDERED STEEL IT/BOLEROS)GALVANIZED OR AZSO SITE INSTALLED ITEMS: OALVALU05. LS THE PANEL LOAM SOMSPR IE D ST ENGTH BUILDING LOCATION.GEOMETRY,HEIGHT AND 2A 6TEELAUNIMUMYIELUSiflENGTH 154D KI9•ATSh1 ON.THIS IS AGTRUCNRAL 0RADH 40. /V\ /V` PIACEMpLTARE DICTATED BY THE CUSTOMER AND LS THE PANELS ARE PREPRINTED USING COIL COATING PROCESS WITH A DURACOAT PAINT SYSTEM ARE NOT INCLUDED RI PANEL.OVILTSC0PE OF W0RK I T GUTTER y - FOUNDATION IS BY OTHERS AHD SHALL BE 1. GENERAL 1.1 PERIMETER GUTTER'S MADE FROM PRIME MILL ORDERED STEEL W EITHER O03 DESIGNED BY GALVANIZED ORALS°OALVALUME. a.1� A LOCAL SIGN PROFESSIONAL F IA HE MATERIAL IS PRODUCED Ill SODA. yy 11 1A GUTTER SHALL BE PROVIDED WITH A BAKED ENAMEL FINISH, l 111E j ACCESSIBILITY:RAMPS.STEPS,AND OTHER MEANS O OF INCRESSIEGRECS TO MEETACCESSIBILITV IV S.1 n REQUIREMENTS AD ENFORCED BY THE LOCAL DOWNSPOUTS C t>.a A ��`i0 I. GENERAL --II m AUTHORITY HAVING JURLSDICTION IS BY OTHERS. 1.1 EXTERNAL DOWNSPOUTS ARE MADE FR0M PRIME I1LI.ORDERED STEEL IN EITHER DIPS �4 � GALVANIZED OR ALSO GALVALSME z 5a m 3 E¢R W a-• 1.2 THE MATERIAL IS PRODUCED IN 24 OA. _ Ii in0 O L3 DOWNSPOUT SIZEIS 3•X4•MINIMUM P�LI>Z Ftl IA DOWNSPOITTSHALL BE PROVIDED WITH A BAKED ENAMEL FINISH, 20 _ A_ 1. $'111�wz-4USwcn AT 1. ..*5 SHT#: DRAWING TITLE: Fob =aam 14.1 COVER SHEET H Q GI FELEVATION J 111 5.2 ELEVATION ILLL--7 i- 5.3 BEAM LAYOUT SS DECK Rl LAYOUTUT S•5 GUTTER LAYOUT i Al. ATTACHMENTS Q riI AO ATTACHMENTS Eli W IX T MANUFACTURER: DEALER: END USER: Q 5 PANEL.IVILT U•H.UL U41AUL 302 BEASLEY ST. 30O DIY.AVE. J05OIT AVE /'\ Z BLAIRSVILLE,GA 30513 LUGNFBURY,NY!Lau: 0VEEN EUTIY.TEl 13;04 L.L PHONE 6004176OAIS CONTACT:OUIL WV TO AMELO 51450 PHONE:5IU 4SSOC 1 LENGTH O ES'.•IIU. Iff' PAX:706.74 • NOLSt 10 REVU OR.BYE DESCRIPTION DE REV DATE SHT:N-1 / 1 I oataBaoe: eB z«zoo os/uo/oozz 17:10:18 2., Floor Map teel 17.00.01.09 flAM Structural System DataBase: PB 16200 05/20/22 17:09:08 t.rilBentlew Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Designs /�i/�! .. .. . - ._.... . _ . : - _.. .............. .._.. . ... .. .. _-W 14x22... .. W 4x22 .. A - W 14x22 W14x22 W14x22 W14x22 NN NN X X W 14x22 W 14x22 W 14x22 W14x22 BB .1 0 Floor Map t RAM Steel 17.00.01.09 flAMStrudurelSystem DataBase: PB 16200 05/20/22 17:09:08 ,Illeenttey• Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Numbers (AA) , 4 -5 0 13 9 12 N M 8 11 6 7 (BB ± .1 Floor Map RAM Steel 17.00.01.09 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 EfAleentley• Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof AA A B BB 0 Gravity Beam Design RAM Steel 17.00.01.09 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 :1-1113entley• Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number= 1 SPAN INFORMATION (ft): I-End (-0.00,-1.00) J-End(0.00,21.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 22.00 Cantilever on left(ft) = 1.00 Cantilever on right(ft) = 3.50 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 5.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 11.000 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 16.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 22.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 1.000 0.000 0.000 0.000 2 0.000 0.003 0.010 --- NonR 0.000 1.000 0.003 0.010 0.000 3 1.000 0.000 0.000 --- NonR 0.000 18.500 0.000 0.000 0.000 4 1.000 0.003 0.010 --- NonR 0.000 18.500 0.003 0.010 0.000 5 18.500 0.000 0.000 --- NonR 0.000 22.000 0.000 0.000 0.000 6 18.500 0.003 0.010 --- NonR 0.000 22.000 0.003 0.010 0.000 7 0.000 0.022 0.000 --- NonR 0.000 1.000 0.022 0.000 0.000 8 1.000 0.022 0.000 --- NonR 0.000 18.500 0.022 0.000 0.000 9 18.500 0.022 0.000 --- NonR 0.000 22.000 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=8.19 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Left Max- 1.2DL+1.6LL -2.5 1.0 1.0 1.00 0.90 124.50 Center Max+ 1.2DL+1.6LL 31.6 11.0 5.5 1.09 0.90 121.03 Max- 1.2DL+1.6LL -8.9 18.5 2.0 1.24 0.90 124.50 Right Max- 1.2DL+1.6LL -8.9 18.5 3.5 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 31.6 11.0 5.5 1.09 0.90 121.03 Gravity Beam Design RAM Steel 17.00.01.09 Page 2/16 DataBase: PB 16200 05/20/22 17:09:08 Ieenttey Building Code: IBC Steel Code: AISC 360-16 LRFD REACTIONS (kips): Left Right DL reaction 1.61 2.15 Max+LL reaction 4.04 5.14 Max-LL reaction -0.23 -0.07 Max+total reaction(factored) 8.40 10.80 DEFLECTIONS: Ratio Left cantilever: Dead load(in) = 0.008 L/D = 2986 0.00 Pos Live load(in) = -0.006 L/D = 4190 > 360 0.09 Neg Live load(in) = 0.026 L/D = 910 > 360 0.40 Neg Total load(in) = 0.034 L/D = 698 > 240 0.34 Center span: Dead load(in) at 9.75 ft = -0.045 L/D = 4675 Live load(in) at 9.75 ft = -0.146 L/D = 1441 > 360 0.25 Net Total load(in) at 9.75 ft = -0.191 L/D = 1101 > 240 0.22 Right cantilever: Dead load(in) = 0.023 L/D = 3720 Pos Live load(in) = -0.034 L/D = 2496 > 360 0.14 Neg Live load(in) = 0.095 L/D = 888 > 360 0.41 Pos Total load(in) = -0.011 L/D = 7586 > 240 0.03 Neg Total load(in) = 0.117 L/D = 717 > 240 0.33 Gravity Beam Design -F RAM Steel 17.00.01.09 Page 3/16 HAMswcmraI System DataBase: PB 16200 05/20/22 17:09:08 FAIsenttey Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=2 SPAN INFORMATION (ft): I-End(19.20;1.00) J-End(19.20,21.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 22.00 Cantilever on left(ft) = 1.00 Cantilever on right(ft) = 3.50 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 0.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 5.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 5.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 11.000 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 11.000 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 16.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 16.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 22.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 22.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 1.000 0.022 0.000 0.000 2 1.000 0.022 0.000 --- NonR 0.000 18.500 0.022 0.000 0.000 3 18.500 0.022 0.000 --- NonR 0.000 22.000 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)= 15.78 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Left Max- 1.2DL+1.6LL -4.9 1.0 1.0 1.00 0.90 124.50 Center Max+ 1.2DL+1.6LL 60.8 11.0 5.5 1.09 0.90 121.38 Max- 1.2DL+1.6LL -17.3 18.5 2.0 1.22 0.90 124.50 Right Max- 1.2DL+1.6LL -17.3 18.5 3.5 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 60.8 11.0 5.5 1.09 0.90 121.38 REACTIONS (kips): Left Right DL reaction 2.97 3.96 Max+LL reaction 7.87 10.01 Max-LL reaction -0.46 -0.13 Max+total reaction(factored) 16.16 20.77 DEFLECTIONS: Ratio ,-,zr....z Gravity Beam Design RAM Steel 17.00.01.09 Page 4/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 IBenttey Building Code: IBC Steel Code: AISC 360-16 LRFD Left cantilever: Dead load(in) = 0.014 L/D = 1664 0.00 Pos Live load(in) = -0.011 L/D = 2119 > 360 0.17 Neg Live load(in) = 0.051 L/D = 467 > 360 0.77 Neg Total load(in) = 0.066 L/D = 365 > 240 0.66 Center span: Dead load(in) at 9.75 ft = -0.081 L/D = 2595 Live load(in) at 9.75 ft = -0.284 L/D = 739 > 360 0.49 Net Total load(in) at 9.75 ft = -0.365 L/D = 575 > 240 0.42 Right cantilever: Dead load(in) = 0.040 L/D = 2100 Pos Live load(in) = -0.066 L/D = 1265 > 360 0.28 Neg Live load(in) = 0.184 L/D = 456 > 360 0.79 Pos Total load(in) = -0.026 L/D = 3183 > 240 0.08 Neg Total load(in) = 0.224 L/D = 374 > 240 0.64 Gravity Beam Design -E RAM Steel 17.00.01.09 Page 5/16 RAMStrecLualSystem DataBase: PB 16200 05/20/22 17:09:08 %Ieentley Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=3 SPAN INFORMATION(ft): I-End (38.40;1.00) J-End (38.40,21.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 22.00 Cantilever on left(ft) = 1.00 Cantilever on right(ft) = 3.50 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 5.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 11.000 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 16.500 0.74 0.00 0.0 2.11 0.00 0.0 0.00 0.0 0.00 22.000 0.50 0.00 0.0 1.16 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 1.000 0.000 0.000 --- NonR 0.000 18.500 0.000 0.000 0.000 2 1.000 0.003 0.010 --- NonR 0.000 18.500 0.003 0.010 0.000 3 18.500 0.000 0.000 --- NonR 0.000 22.000 0.000 0.000 0.000 4 18.500 0.003 0.010 --- NonR 0.000 22.000 0.003 0.010 0.000 5 0.000 0.000 0.000 --- NonR 0.000 1.000 0.000 0.000 0.000 6 0.000 0.003 0.010 --- NonR 0.000 1.000 0.003 0.010 0.000 7 0.000 0.022 0.000 --- NonR 0.000 1.000 0.022 0.000 0.000 8 1.000 0.022 0.000 --- NonR 0.000 18.500 0.022 0.000 0.000 9 18.500 0.022 0.000 --- NonR 0.000 22.000 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=8.19 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Left Max- 1.2DL+1.6LL -2.5 1.0 1.0 1.00 0.90 124.50 Center Max+ 1.2DL+1.6LL 31.6 11.0 5.5 1.09 0.90 121.03 Max- 1.2DL+1.6LL -8.9 18.5 2.0 1.24 0.90 124.50 Right Max- 1.2DL+1.6LL -8.9 18.5 3.5 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 31.6 11.0 5.5 1.09 0.90 121.03 Gravity Beam Design �E RAM Steel 17.00.01.09 Page 6/16 RAMStmaamtSystem DataBase: PB 16200 05/20/22 17:09:08 TAj$entley Building Code: IBC Steel Code: AISC 360-16 LRFD REACTIONS (kips): Left Right DL reaction 1.61 2.15 Max+LL reaction 4.04 5.14 Max-LL reaction -0.23 -0.07 Max+total reaction(factored) 8.40 10.80 DEFLECTIONS: Ratio Left cantilever: Dead load(in) = 0.008 L/D = 2986 0.00 Pos Live load(in) = -0.006 L/D = 4190 > 360 0.09 Neg Live load(in) = 0.026 L/D = 910 > 360 0.40 Neg Total load(in) = 0.034 L/D = 698 > 240 0.34 Center span: Dead load(in) at 9.75 ft = -0.045 L/D = 4675 Live load(in) at 9.75 ft = -0.146 L/D = 1441 > 360 0.25 Net Total load(in) at 9.75 ft = -0.191 L/D = 1101 > 240 0.22 Right cantilever: Dead load(in) = 0.023 L/D = 3720 Pos Live load(in) = -0.034 L/D = 2496 > 360 0.14 Neg Live load(in) = 0.095 L/D = 888 > 360 0.41 Pos Total load(in) = -0.011 L/D = 7586 > 240 0.03 Neg Total load(in) = 0.117 L/D = 717 > 240 0.33 •�. Gravity Beam Design 76 RAM Steel 17.00.01.09 Page 7/16 RAMSIructural System DataBase: PB 16200 05/20/22 17:09:08 %Ieenttey Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=4 SPAN INFORMATION(ft): I-End (0.00,21.00) J-End(19.20,21.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.003 0.010 --- NonR 0.000 19.200 0.003 0.010 0.000 3 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 4 0.000 0.027 0.110 --- NonR 0.000 19.200 0.027 0.110 0.000 5 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=2.45 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.50 0.50 Max+LL reaction 1.16 1.16 Max+total reaction (factored) 2.45 2.45 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.028 L/D = 8336 Live load(in) at 9.60 ft = -0.064 L/D = 3614 > 360 0.10 Net Total load(in) at 9.60 ft = -0.091 L/D = 2521 Gravity Beam Design RAM Steel 17.00.01.09 Page 8/16 RAMStructwa!S,stem DataBase: PB 16200 05/20/22 17:09:08 rfalsenttey• Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=5 SPAN INFORMATION (ft): I-End (19.20,21.00) J-End (38.40,21.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.003 0.010 --- NonR 0.000 19.200 0.003 0.010 0.000 3 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 4 0.000 0.027 0.110 --- NonR 0.000 19.200 0.027 0.110 0.000 5 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=2.45 kips 1.00Vn=94.53 kips MOMENTS(Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.50 0.50 Max+LL reaction 1.16 1.16 Max+total reaction(factored) 2.45 2.45 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.028 L/D = 8336 Live load(in) at 9.60 ft = -0.064 L/D = 3614 > 360 0.10 Net Total load(in) at 9.60 ft = -0.091 L/D = 2521 Gravity Beam Design RAM Steel 17.00.01.09 Page 9/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 FAIBentley. Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=6 SPAN INFORMATION(ft): I-End (-0.00;1.00) J-End (19.20,-1.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.027 0.110 --- NonR 0.000 19.200 0.027 0.110 0.000 3 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 4 0.000 0.003 0.010 --- NonR 0.000 19.200 0.003 0.010 0.000 5 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=2.45 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.50 0.50 Max+LL reaction 1.16 1.16 Max+total reaction(factored) 2.45 2.45 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.028 L/D = 8336 Live load(in) at 9.60 ft = -0.064 L/D = 3614 > 360 0.10 Net Total load(in) at 9.60 ft = -0.091 L/D = 2521 Gravity Beam Design RAM Steel 17.00.01.09 Page 10/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 FAI$enttey Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=7 SPAN INFORMATION(ft): I-End (19.20,-1.00) J-End (38.40;1.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.027 0.110 --- NonR 0.000 19.200 0.027 0.110 0.000 3 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 4 0.000 0.003 0.010 --- NonR 0.000 19.200 0.003 0.010 0.000 5 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=2.45 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 11.8 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.50 0.50 Max+LL reaction 1.16 1.16 Max+total reaction(factored) 2.45 2.45 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.028 L/D = 8336 Live load(in) at 9.60 ft = -0.064 L/D = 3614 > 360 0.10 Net Total load(in) at 9.60 ft = -0.091 L/D = 2521 Gravity Beam Design RAM Steel 17.00.01.09 Page 11/16 RAM Stroctural System DataBase: PB 16200 05/20/22 17:09:08 E-alsenttey• Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=8 SPAN INFORMATION (ft): I-End (0.00,4.50) J-End(19.20,4.50) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction(factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 Gravity Beam Design •E RAM Steel 17.00.01.09 Page 12/16 RAMStruthuelSystem DataBase: PB 16200 05/20/22 17:09:08 jBentley Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number=9 SPAN INFORMATION (ft): I-End(0.00,10.00) J-End(19.20,10.00) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type Part', 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu(1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction(factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 Gravity Beam Design RAM Steel 17.00.01.09 Page 13/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 !Bentley Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number= 10 SPAN INFORMATION (ft): I-End(0.00,15.50) J-End(19.20,15.50) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction(factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 Gravity Beam Design RAM Steel 17.00.01.09 Page 14/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 FAIsenttey Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number= 11 SPAN INFORMATION(ft): I-End (19.20,4.50) J-End (38.40,4.50) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction(factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 Gravity Beam Design RAM Steel 17.00.01.09 Page 15/16 RAM Structural System DataBase: PB 16200 05/20/22 17:09:08 t4Ieenttey Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number= 12 SPAN INFORMATION (ft): I-End(19.20,10.00) J-End (38.40,10.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction (factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 ` Gravity Beam Design RAM Steel 17.00.01.09 Page 16/16 RAM Swctera!System DataBase: PB 16200 05/20/22 17:09:08 "AJ$entley Building Code: IBC Steel Code: AISC 360-16 LRFD Floor Type: roof Beam Number= 13 SPAN INFORMATION(ft): I-End(19.20,15.50) J-End (38.40,15.50) Beam Size(User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length(ft) = 19.20 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 19.200 0.000 0.000 0.000 2 0.000 0.055 0.220 --- NonR 0.000 19.200 0.055 0.220 0.000 3 0.000 0.022 0.000 --- NonR 0.000 19.200 0.022 0.000 0.000 SHEAR(Ultimate): Max Vu (1.2DL+1.6LL)=4.27 kips 1.00Vn=94.53 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 Controlling 1.2DL+1.6LL 20.5 9.6 0.0 1.00 0.90 124.50 REACTIONS (kips): Left Right DL reaction 0.74 0.74 Max+LL reaction 2.11 2.11 Max+total reaction (factored) 4.27 4.27 DEFLECTIONS: Ratio Dead load(in) at 9.60 ft = -0.041 L/D = 5641 Live load(in) at 9.60 ft = -0.117 L/D = 1977 > 360 0.18 Net Total load(in) at 9.60 ft = -0.157 L/D = 1464 `j 0.. Gravity Column Design �-E RAM Steel 17.00.01.09 RAM Stream!System DataBase: PB 16200 05/20/22 17:12:43 FAIeentley Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 1-B, Column# 1 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS - Skip-Load Case 1: Dead Live Roof Axial (kip) 2.00 4.04 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 8.86 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.039 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.039 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.039 CONTROLLING COMBINED COLUMN LOADS -Skip-Load Case 1: Dead Live Roof Axial(kip) 2.00 4.04 0.00 Moments Top Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+1.6LL) Pu (kip) = 8.86 0.90*Pn(kip) = 229.14 Mux (kip-ft) = 0.00 0.90*Mnx(kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny(kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.02 Bly = 1.02 INTERACTION EQUATION Pu/0.90*Pn = 0.039 Pr/Pc=0.039 i_ Gravity Column Design �6 RAM Steel 17.00.01.09 Page 2/6 RAMStmcmral System DataBase: PB 16200 05/20/22 17:12:43 'Bentley. Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 1-A, Column#2 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial (kip) 2.54 5.14 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 11.26 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.049 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.049 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.049 CONTROLLING COMBINED COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial (kip) 2.54 5.14 0.00 Moments Top Mx (kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+ 1.6LL) Pu (kip) = 11.26 0.90*Pn(kip) = 229.14 Mux(kip-ft) = 0.00 0.90*Mnx (kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny (kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.02 Bly = 1.02 INTERACTION EQUATION Pu/0.90*Pn = 0.049 Pr/Pc=0.049 -:- z". Gravity Column Design �'� RAM Steel 17.00.01.09 Page 3/6 RAM Structural System DataBase: PB 16200 05/20/22 17:12:43 nisenttey Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 2-B, Column#3 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS -Skip-Load Case 1: Dead Live Roof Axial(kip) 3.36 7.87 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 16.62 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.073 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.073 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.073 CONTROLLING COMBINED COLUMN LOADS -Skip-Load Case 1: Dead Live Roof Axial(kip) 3.36 7.87 0.00 Moments Top Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+ 1.6LL) Pu (kip) = 16.62 0.90*Pn (kip) = 229.14 Mux(kip-ft) = 0.00 0.90*Mnx(kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny(kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.03 Bly = 1.03 INTERACTION EQUATION Pu/0.90*Pn = 0.073 Pr/Pc=0.073 Gravity Column Design --,..n''.''' RAM Steel 17.00.01.09 Page 4/6 RAM Structural System DataBase: PB 16200 05/20/22 17:12:43 I$enttey Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 2-A, Column#4 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial (kip) 4.35 10.01 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 21.24 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.093 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.093 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.093 CONTROLLING COMBINED COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial(kip) 4.35 10.01 0.00 Moments Top Mx (kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+1.6LL) Pu (kip) = 21.24 0.90*Pn(kip) = 229.14 Mux (kip-ft) = 0.00 0.90*Mnx(kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny(kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.04 Bly = 1.04 INTERACTION EQUATION Pu/0.90*Pn = 0.093 Pr/Pc=0.093 M. Gravity Column Design �F RAM Steel 17.00.01.09 Page 5/6 RAM Stmctural System DataBase: PB 16200 05/20/22 17:12:43 "AI$enttey Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 3-B, Column#5 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial(kip) 2.00 4.04 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 8.86 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.039 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.039 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.039 CONTROLLING COMBINED COLUMN LOADS -Skip-Load Case 1: Dead Live Roof Axial(kip) 2.00 4.04 0.00 Moments Top Mx (kip-ft) 0.00 0.00 0.00 My (kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+ 1.6LL) Pu (kip) = 8.86 0.90*Pn(kip) = 229.14 Mux(kip-ft) = 0.00 0.90*Mnx(kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny(kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.02 Bly = 1.02 INTERACTION EQUATION Pu/0.90*Pn = 0.039 Pr/Pc=0.039 ,...,. 1 Gravity Column Design RAM Steel 17.00.01.09 Page 6/6 RAM Structural System DataBase: PB 16200 05/20/22 17:12:43 rZAIBentley• Building Code: IBC Steel Code: AISC360-16 LRFD Story level roof, Column Line 3-A, Column#6 Fy(ksi) = 46.00 Column Size = HSS8X8X1/4 Orientation(deg.) = 0.0 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu(ft) 16.00 16.00 K 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity(in) Top 0.00 0.00 Bottom 0.00 0.00 CONTROLLING AXIAL COLUMN LOADS- Skip-Load Case 1: Dead Live Roof Axial(kip) 2.54 5.14 0.00 DEMAND CAPACITY RATIO: (1.2DL+ 1.6LL) Pu(kip) = 11.26 0.90Pnx(kip) = 229.14 Pu/0.90Pnx = 0.049 0.90Pny(kip) = 229.14 Pu/0.90Pny = 0.049 0.90Pn(kip) = 229.14 Pu/0.90Pn = 0.049 CONTROLLING COMBINED COLUMN LOADS-Skip-Load Case 1: Dead Live Roof Axial(kip) 2.54 5.14 0.00 Moments Top Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Bot Mx(kip-ft) 0.00 0.00 0.00 My(kip-ft) 0.00 0.00 0.00 Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (1.2DL+ 1.6LL) Pu (kip) = 11.26 0.90*Pn(kip) = 229.14 Mux(kip-ft) = 0.00 0.90*Mnx(kip-ft) = 66.33 Muy(kip-ft) = 0.00 0.90*Mny(kip-ft) = 66.33 Rm = 1.00 Cbx = 1.00 Cby = 1.00 Cmx = 1.00 Cmy = 1.00 Pex(kip) = 548.93 Pey(kip) = 548.93 Blx = 1.02 Bly = 1.02 INTERACTION EQUATION Pu/0.90*Pn = 0.049 Pr/Pc=0.049 7-10,..,_ Foundation Load Summary RAM Structural System RAM Manager v 17.00.01.09 nisenttey DataBase: PB 16200 Date: 05/20/22 17:12:43 Forces in Gravity Members from RAM Steel. Gravity Column Loads Col Level Dead Self +Live -Live +Roof -Roof Min Total Max Total kip kip kip kip kip kip kip kip 1 roof 1.61 0.39 4.04 -0.23 0.00 0.00 1.77 6.04 2 roof 2.15 0.39 5.14 -0.07 0.00 0.00 2.47 7.67 3 roof 2.97 0.39 7.87 -0.46 0.00 0.00 2.89 11.23 4 roof 3.96 0.39 10.01 -0.13 0.00 0.00 4.21 14.36 5 roof 1.61 0.39 4.04 -0.23 0.00 0.00 1.77 6.04 6 roof 2.15 0.39 5.14 -0.07 0.00 0.00 2.47 7.67 SNOW LOADING Project Use 25 psf roof load minimum per required code Location Length of roof upwind of wall lu= 23.0 ft Height of parapet above roof he= __ 10.0 ft Ground Snow Load Pg= 50.0 psf Thermal Factor Ct= 1.2 Importance Factor Is= 1 Exposure of Roof Full Terrain Category B Exposure Factor Ce= 0.9 Flat Roof Snow Load pf= 37.8 psf Minimum snow load pm= 20.0 psf(need not be applied during drift calculations) Snow density y= 20.5 pcf height of balanced snow hb= 1.84 ft drift height 0.75 hd= 1.42 ft Drifts required to be applied? DRIFT REQUIRED Surcharge drift load pd= 29.2 psf Drift width w= 5.7 ft Drift height hd= 1.42 ft �ti lu Surcharge Load N Due to Drifting 7 hd Pa • • • • Balanced Snow Load hb t i T T T T • T ♦ ' / w T • W I 'Definitions:Partially Exposed:All roofs except as indicated in the following text.Fully Exposed:Roofs exposed on all sides with no shelter' afforded by terrain,higher structures,or trees.Roofs that contain several large pieces of mechanical equipment,parapets that extend above the height of the balanced snow load(Iz),or other obstructions arc not in this category.Sheltered:Roofs located tight in among conifers that qualify as obstructions. Table 1.5-1 Risk Category of Buildings and Other Structures for Flood,Wind,Snow,Earthquake, and Ice Loads Use or Occupancy of Buildings and Structures Risk Category Buildings and other structures that represent a low risk to human life in the event of failure I All buildings and other structures except those listed in Risk Categories I,III,and IV II Buildings and other structures,the failure of which could pose a substantial risk to human life. III Buildings and other structures,not included in Risk Category IV,with potential to cause a substantial economic impact and/or mass disruption of day-to-day civilian life in the event of failure. Buildings and other structures not included in Risk Category IV(including,but not limited to,facilities that manufacture,process,handle,store,use,or dispose of such substances as hazardous fuels,hazardous chemicals,hazardous waste,or explosives)containing toxic or explosive substances where their quantity exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released. Buildings and other structures designated as essential facilities. IV Buildings and other structures,the failure of which could pose a substantial hazard to the community. Buildings and other structures(including,but not limited to,facilities that manufacture,process,handle,store. use,or dispose of such substances as hazardous fuels,hazardous chemicals,or hazardous waste)containing sufficient quantities of highly toxic substances where the quantity exceeds a threshold quantity established by the authority having jurisdiction to be dangerous to the public if released and is sufficient to pose a threat to the public if released." Buildings and other structures required to maintain the functionality of other Risk Category IV structures. °Buildings and other structures containing toxic,highly toxic,or explosive substances shall be eligible for classification to a lower Risk Category if it can be demonstrated to the satisfaction of the authority having jurisdiction by a hazard assessment as described in Section 1.5.2 that a release of the substances is commensurate with the risk associated with that Risk Category. Table 1.5-2 Importance Factors by Risk Category of Buildings and Other Structures for Snow,Ice,and Earthquake Loads" Risk Category Snow Importance Ice Importance Ice Importance Seismic Importance from Factor, Factor—Thickness, Factor—Wind, Factor, Table 1.5-I I 0.80 0.80 1.00 1.00 II 1.00 1.00 1.00 1.00 III 1.10 1.25 1.00 1.25 IV 1.20 1.25 1.00 1.50 "The component importance factor,I,..applicable to earthquake loads,is not included in this table because it is dependent on the importance of the individual component rather than that of the building as a whole,or its occupancy.Refer to Section 13.1.3. Condensed MAGNA-LOC 180 Technical Reference Factory-Applied Sealant 2" 16"or 18"Coverage n Flat Pan Factory-Applied Sealant Factory-Applied Sealant / 2" 2" 16"or 18" Coverage 16"or 18" Coverage Striated Pencil Ribs ARCHITECTURAL \ / MINIMUM COMMERCIAL'L \CONCEALED 16"OR 18" SLOPE OPEN FRAMING OR INDUSTRIAL FASTENED COVERAGE , SOLID\SUBSTRATE PANEL PANEL OVERVIEW ► Finishes: PVDF and Acrylic-Coated Galvalume' ► Corrosion Protection:AZ55 per ASTM A 792 for unpainted Galvalume5 AZ50 per ASTM A 792 for painted Galvalumea G90 per ASTM A 653 for Galvanized ► Gauges: 24 ga standard;22 ga optional ► 16" or 18"panel coverage, 2"rib height ► Panel Length: Minimum: 5'for striated,7'for non-striated;Maximum:45'recommended ► Architectural,structural vertical rib standing seam roof system ► Integral mechanically seamed side lap with factory-applied sealant ► Minimum roof slope: '/2:12 ► Panels can be factory-notched and punched ► Accommodates 1f2"to 6"blanket insulation 11111 TESTING AND APPROVALS ► UL 2218 Impact Resistance-Class 4 ► UL 790 Fire Resistance Rating-Class A,per building code ► UL 263 Fire Resistance Rating-per assembly ► ASTM E 1680 Air Leakage-0.015 cfm/ft2 at 6.24 psf' ► ASTM E 1646 Water Penetration-none at 12 psf" ► ASTM E 2140 Water Panetration,Static head-none* ► ASTM E 1592 Structural Performance ► UL 580 Uplift Resistance-Class 90 Constructions:#506,#506A and#506B ► 2020 FBC Approvals-FL10999.6 ► ICC Evaluation Report-ESR-2385 9 metal sales *with tube sealant at clip locations manufacturing corporation Condensed MAGNA-LOC 180 Technical Reference ATTACHMENT DETAILS FASTENING INFORMATION Factory-Applied Sealant BEFORE SEAMING f ►Clips Magna-Loc 180 Panel Clip spacing is based upon the design loads,the spanning capacity of the panels,the fasteners and Clip [Clip Fastener the support members. Clip Tabs are 0.034"thick,G90 is standard,410 stainless is optional.Clip base is 0.060"thick,G60. Floating Clips can accomodate 1-1/2"of thermal movement each way. AFTER SEAMING Sealant ► Fasteners Magna-Loc 180 Panel Overdriven fasteners will cause panel distortions. Clip Clip Fastener Fasteners should extend 1/2"or more past the inside face of the support material. Clip Fasteners: RLiFiacitory-Applied Attaching to Wood: ='J #12-11 x 1-1/2"Wood Screw iiiiiiiiiiine='iiiiiiii Attaching to Steel: <18 ga:1/4"-14 Deck Screw /, >=18 ga,<=12 ga: 1/4"-14 Driller,No Washer PANEL CLIP rl) >12 ga:1/4"-24 Driller,No Washer Clip Exposed End Fasteners: At Eave Plate or Back-Up Channel: • 40000 #12-14 XL Driller Clip Concealed End Fasteners: At Eave Plate or Back-Up Channel: Base #12-14 Driller,No Washer CI �-4- _, Trim Fasteners: -{ 1,/e. I-- 1/4"-14 x 7/8"XL Stitch Screw ♦/`� Base 1/8"x 3/16"Pop Rivet SECTION PROPERTIES ALLOWABLE UNIFORM LOADS, psf For various clip spacings Top In Compression Bottom In Compression Ga Width Yield Weight Inward Load Outward Load in ksi psf lxx Sxx haSxx in4/ft in3/ft in°/ft in3/ft 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 24 16 50 1.24 0.1418 0.0779 0.0720 0.0656 352 232 164 121 94 60 95 85 75 65 55 35 22 16 50 1.63 0.2025 0.1134 0.1005 0.0885 490 320 224 166 127 82 140 127 114 101 88 63 24 18 50 1.21 0.1287 0.0695 0.0640 0.0582 313 206 145 108 83 54 100 90 80 70 59 39 22 18 50 1.58 0.1840 0.1013 0.0893 0.0787 436 284 199 147 113 73 126 114 103 91 79 56 1. Theoretical section properties have been calculated per AISI 2016'North American Specification for the Design of Cold-Formed Steel Structural Members'. Ixx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2016 specifications considering bending,shear,combined bending&shear and deflection.Allowable load does not address web crippling,fasteners,support material or load testing.Allowable load considers the three or more equal spans condition.Panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. o N 4. Allowable loads do not include a 1/3 stress increase for wind. U 2 co 2 _ © I ,Z metal sales Jacksonville,FL 800.394.4419 Seattle,WA 800.431.3470 manufacturing corporation metalsales.us.com Jefferson,OH 800.321.5833 Sellersburg,IN 800.999.7777 Anchorage,AK 866.640.7663 Detroit Lakes,MN 888.594.1394 Mocksville,NC 800.228.6119 Sioux Falls,SD 888.299.0024 Bay City,MI 888.777.7640 Fontana,CA 800.782.7953 Nashville,TN 800.251.8508 Spokane,WA 800.572.6565 Deer Lake,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rock Island,IL 800.747.1206 Temple,TX 800.543.4415 Denver,CO 800.289.7663 Independence,MO 800.747.0012 Rogers,MN 800.328.9316 Woodland,CA 800.759.6019 I I I" ; � ", ;l; I I ; I I I I � ; ; , Z , n ; '811, ; ; , , ; ; I I ; , 1.00 --'I'll, 1, � 0 '... q , ....I'll, � I � I'll' — I , I - L 1� , ("! I ...�_,V-5 , -�; 11 I fj 0. t al SITE STATISTICS I I" -, "I'll, _j , ov� I'', " LL; >.'(D I 11 11111111111111:0 .A I "I 'll..."I'll 3; ; I -............-�j n� 0 EXISTING ZONING CLI (COMM ERCIAL-LIGHT INDUSTRIAL) ,�l 11 A I <, _- z 11 , I / I "I I", 1�., a- t ll-,"", I /111, Z (n" E' ,, , I "I'll,Z� /111 ; .� " I 1 ,278,477± SQ. FT (29.350 ACRES) I/ , LLI Of...:,��'-'' LL - , I'll" / 11 5..... d"ll,"" ,/ 11 = ��, " I m Z, I/lz,"':� 11 /,/,z I,"//l 11- �ill I", "I" o"', /", .I cl " '__ I , , I EXISTING USES 11 / & " -40 " r7 "I'll .... "I'll, / 0 1'r l'-L �,-��, /" "I""lix- - � � .. 11 ....I'll 1111111111111��111111 � ...OR _�5 11 " " , 1, ; / , _.............. ">, 11 I I 1� I I'll, / m�',," "wo�� INTERIOR SELF STORAGE =1 "''Ill............."I ..........-, "IQ V ,,,� "I Q I',, ''I", /Lu/11 ....."I'll ,c)S SELF STORAGE ''I',, ",, 11, � // / t�l 1, 1, 1, � ��,,"11't,,ll 11�1, � ; RETAIL/RENTAL I ij,,',",,��, r- 1�t I U-) C14 I CD 11 11 v- C,4 , K" 0 SETBACKS REQUIRED EXISTING 11 , 1E & rl: 7 >_ FRONT 50 FT 76 FT co Of 0 < SIDE 30 FT 140 FT l(l co Z) REAR 30 FT 1 33 FT 6 of z cn a_ uj < U- PARKING 2 "I"fa r"oortlil0r, x < PERMEABILITY uj I-_ REQUIRED 30% MIN EXISTING 39.36% �.;'t h, > 1, u7"'a""Ho, < .SITE LOCATION MAP SCALE: 1 " = 2,000' x I 13 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII < >11IIIIIIIIIIIIIIIIII I . Is /11, I' ll ��,,' , � , "//,// � , , � , J/ /1,11 1, " _'�-- - I I/, , , I ///l I"I'll - --- '______77'- -] �," 'I ,, "�""", , , 101� / q,,� /, , ,, , ,, 1/ ""'11/1 " 77 ,/ ii I'l-l", ""/" , " , "';�, ,,,�,/',;7, Ilia ii/tei , , �/, " � �,,I, ;�... .. - / .......�____7'� ,/ i, I'll ", , I �....I ;�":` ,z" ,`;I�e f_ " , -----,,-",--.-.-.-.,.��-.-,-.,.,..'I...________-_-_- I ! �I ,/, , " � 111 �,,, I " , " a I //�' , �' "I, "n, /, �, I, " " �11 I 1�;,// I I ; I, , 11 , I , ' ' I 11 11 , 11 m d A./.....4_',,� - , � I 1� , " , " 1�1 I 111", I I �� , � , '�'l, , , �/ �,/, , /� " " I /// /j, I , 11 ' 11 offir �_ I I_�// �, "Ill , I I , , ii � "",/,// I """"I I "I m 1, 11 I I/ I I M I I v1, � � , ''I, -�//l ......,, I �l " I I ,,/ I I I / I,,, 1-1, ' ' , , , - , " I I I 11/_ I :` � � , ,�/,, I'V/1, / "' " I 1� ` 11�11 "I f , - I'll, 11 " I I I I 1:, , ""I, / ", ,: /�; I'll _� I 1/�ll"I 1/01,01 ,,, ,11" 1, 1,� I , I ,/ 1 I )/ ','�� , I ," "I I I 1// 1, / /,", / ?� I � , I , 11 11" I " A/ , , 111 I 1�11 I I I ,�,'_, ,� �'1111 , ",//V/�, , ,,, -, ,,," , "/' " 11 ,/ '�, "*,/ I ,/ , /, �,,�, I "I I � /// ' ' I, , //// I 11" �, / " ...I ///l I 1/1 , " I m , I , 1 : ��/":, ,,� I 1//�/'� I I _'�/ ': 1 ,�P'� I I/ �' "I'll, , " " � I 1/// I I -1 I �,,;��/",;�I I � , �/;�///" , ;", ,,,,1-1,-11 111-1-11-11..... I'll,I I'll "I/I I//I""I I "I I ,, , ,,, "I 11 , , ,,, , I ,'' � , ' 'I'll ,,?�/// _,,_�:, I I 1-11 I 1 � "", "v " �, "� " ""' -','I'll, I - I I " , " ", // , 1-1, I I 11'/,",I : " I'll ",P,/ i � �_,111111, 1� I'll, '' I , 1// _,,lo_� ",///////////, 11 , �, '� �11, / , ,;� I `A//,//, /111 / ' ' , `"////,"""/ , , ;,�/7"/,__�� "I " /,"//":,/ / // , , / I /ll_/;_ll/;/,,l,;� // I 1111111111� ,/� ,� I I I , /,/ /// � A,/� , /, -11 4""::�///�', I I , I 'I, _//// 11 I V//!'_',�;/",� �"`/, " � I,__ I , ,�, __ , ,cl//////l�/l// ,,,�� ,", ,,, ,/"/ I ,/_ "// ,/ �� ,�Z�', I I I f "- - /_ / "I'll I ,,�o/////, j ��////%"""/,�, , , I I I I ,/" �//I, " " ", ' ' , ",// _ , "Ill I I I'll 1� "',", ,/, , 112 , I I ,/�/ ,////,,/",/, � , , i� � � ,,, /// ,/ "/,� ,�� I I I //// ,E 'I',",, , , I _ - I I � /9 / / , , / , i? / . , g: / - " � -, ,,, � "" 11 �,� , I � 1,�,, 11 I 1/1 I I I " , I,,� , / ......�/ , , , ' ' "' , , I_ 111/1 ", ` / , �, ' 'I I I I, �, "I , 1� `3/l/Mv PLANTED D , ,/ , I I , �,,,,,, I I I I", V, 1111,9,,1�7111111 1 " I "," � I :/"l I ," ":/, - -.... ", ,,, ; �/l/1""", � /, I'll, " , ,,,,, "/",;, / -0/00"I"/ ,ki,,",��,"P ECIDUOUS 1��,,",,,""; '' , " , " , ,�,/ � I / , � / I I I " I I /_ , ,, �_, ,/ , /� I / // 11 I I— ,X///;.",//� //, I I ,;, , ", ,// " " I ...... 11 141Fv?","'ll" I ,,"' "' I"1,1;"l , I '', ' ' I 11 I 1///// ,,�',��, , , _�mN,�"','////"",/""",",//�",/"�,,,,:i I , I I I ',',/, I , I , 11 :"'"I I �11� � '' "� " ,,,/� �l-/ /I /d 11 //,,,, lel 9 I " ,,,,, I " I ,:/, �zl' " //_ 5, TREE (TYPICA �,�4k""/,�/"' I 1� "I � "�;,�"�`"///, 11 /",,, �l /'111" ;, I I Allt -) ��/ ; """,,//",/, , " , I I � � , 1�, I 11 "I 11 I'll ,, , , 1��,'� � -,,,,, "",/, /,�, I , 1/, , , " '- I I I ,,, , I 1, / I "I I "I , " "/, , I I'— 1,,' ,,&,�,,,,� �,, , �//,/,_ " , ,, ll"� - ,y/W�////Nl/M// I "I ,_�",,,,", , " , , I I I I NMI ////, /l'l"l//l I , "' , ,,,� '�,/",I Ili 11 , z I �� " " ... I "I �/ ,/ , : ,/ I 11,,I, 1�111 , � 11 11 11 I "I I "I I 1, ",, ,,';�� ,�,�, ,; I"ll-, /, / ? I - I //"" " 11," // / �,IWMIIIIIFIMIIIIM I , "I I I , I I ,/ ,�:"�,//, //////// ,,,//",-,,, :,"///�,",//,////...... '/� I "�1'11 I I ,// 1 "'141, \, I I 11 1��11 I 'I,' ", _/// , ,/ a 1/1/,/,"", , , ""' I, ' 'I , ''I I � " I "I , �/m 4- � 'F I ''I � - , ''I I I - llll�','' I I I \ I '/'/, I � "Il"ellll�Ill�ll'I'lllll-"",I , I � I , , / - ,,�/, l/l/,=-i-11 1� , /#m...... " , I 1-1111111111"l- 11 "I 11 0� I I /11 I , "'al/ft- , I'll ll� "I", 11 , , ," I'll / '_ - I "I I'll '? i _// 11 "I I , - , I L..,�"I 11 I I , g ,?/////"/, ,I I I ''I " I'll " III/,"" I'll - "111_1�1), I'll, I "';;, �,,!� �_" , 11 "I'll I I � .../ // , I 11.../// 11- 1111-- ""- /////ll//////_l/lll',,�......�_ I I ,,,,,, ''I'll, I 0 LU . .... - I 11 ll;l_l' -, I 11 I ,,, 111/1," I I I I 1, ,,///, I ,/////,/,/,// "` " , , , "I I TREE (TYPICAL) "Ill"-, I////, , "I'll" I I " I - -, "", ,////////"/////"// 1--/�/ , ,/,/,//��//;/�/,////,////"//�,,,////////,/,///,_,� 11 , I I _....... I I "I I "I - I I I 11.. ....... -, I u- uj I ,"I'll/-'I,///// 1, , , ,,, �11 11 I I I-,,��4,� 1, -111, I / 11 , I I 11 I 11 1, , " ;11 , , - 1` / I �"_,/ i�' I I ,,, I ''I I 11 I ,-'Ill/ 11 , , �", I , l'/l " I " , I101"",I /�1,/�,,,�,/,/, / , " ,"' / � #,/////�_ _1 // _1111111 "., )"', I " , I , , ,//,//,/,, "ll // ,� io�/� , I , 111- ,/ 'I',, - 'Ioi / ; - x ��o��// 11. /,� , , , � I , , ", �� ,/,,_/,, gogg-i , , ,/'11,!� 0 v/�� / 1=1=1111114-10=*19:751" 1 """",, _ I",," �_g� - " , 11 11 :"ll I 11 1, , , "//,////"/, " , "I "I'll I'll I I -11 , ,,, -11 "" I . � I 11-111111 I g ;,� ,�,/�/,�/�//�_/ __ ,�...,///I/'W", "" I it 1rh,Rl , "I' l-1, '17 � I'a� ''I 11 ,, , 11-11 SOMEN/M/m,"", i'll,Z-1/11111;2 / �" ML��",,/,�`/, , --li ,,�; I // ,,6"� �� I U) :) � i 1-11, /, NTED DECII '1111/i , I "////// �/ p�/l'I'll", 1� , 0 � I ,; "I I �' "I'll, "I 'll / / 'el I I - I I I I I I'll ""'�... " 11;// , , I ",1, I :11" I �/;////,, 'I', "I'll 1-1/ I , I I 11 I- I'll , ",/"/;, I '// I , "I I , �"'111_ / , I I/ , � , � -11, l//l I'll'- , ��, I I I " , _: , "" I "I , Ill/ "I / - " , I'll - ''I I ," I- " , , " ,�,�/'//",F_,� I I I I , " 11 ''I ''I I I , , -, , I , ""' "' "- "///, I ',�, , "', ,/ , �l I 11 , " ,/// " _17 , �e "" ,/, ," - 11 ; , ',I ,�,�,�,,,/',/, ;,/",��_�,:``,/�,�,� //,//,,,, , � I .....�,, I ,;/,,,, " - I t I I I I � ,//�//l , // ;t/ I I , /_ ,:, ,Is I _, , I // ",/ I '" ' " "/, 1,�,/,f'_'��/q I ""/,I " I11 I I I - , /�/_ I ' 'I 1,�,/ ", - �DNC I � ,///�,� - Um , , / , / , / , / //&,qjY'1�`111 I I 1; I , ,/ �,//, I " ly- I 11 I "" I ,_// 11 I I I - I /,"" , ", I I "I " , SIGN j , � I ,_, � �11 ,1_ 11 I I I I -') /,,__/"--_:/l_ ; ,, , , �,, , ,,,, ,,,, I 'l/ , I 11 , , I 1/�l" I /11 0 "I ,P- "I'' 1; I I I ,,, 1�, I I I I ' 'I� "I 1 . " , ,_/_ q.. 0 ( >- 11 ", ," I //�11_ � _� I -I' , I �:,,�//:��"', �" I I I ,I'll, . lll� I I I I 11 I � , I - 1, " I , - I I I / , ',_11' , I �� 11 ,�/" ,1�"�,"'� > // I I /111 1�"�'' �01111, I I , I I -) I I , ,:"/",//""",",��'/,,',",//��9P, " I , ,,�, I ,� ,,, ,_''�'//�,� "' " / "I I '' / , �', I , / �/�/ ,/....�//"/,__�W7 P#//, 6.L.. i� /I "' I I , I - I I " � I�'//,, I I � "''// �,,, � Lu 11 , , PERENNIAL PLANT I " I 7 I,/ /1-111 " "I Aff/1"' , I ;'" I I "' 11 �, 11, , ,'11"," 1,/� ,: ,I",I __j z , I V�7,Y;� , , " ,/; I'll, I , I ,J� I/ I /_," '' // I 11 I'll, , ,"" , I"I _j " // , , Dm"//il/�`, / I 1 � /l// I 11 I ', " I , LL Lu I // �.1111%1, / 1� ,/w///'n,, "', j w, I "" ,�_�, / �, ,)/r�/� I , ,/, , / a �` I , " (TYPICAL) , w � ,,:,;;, "ii" ,/ , "' I .. .... �' " "I I x, I ��", ;l ,��, I; , '' , ,� //// ` ,/"/, , , co >: N' ,/ �,��l�'ll��li�lw / /_ �, ,11 I I , � � l�/,",/,�//l - ,,,,,,,,,,,,,,,,,,,,,,,,,,j _j 11 I 14 �19 � ,,, x l/vIll , I I f' 11 "I"Iffill. ...... ,�,�', ,�/ a 1111 t � 1�l� II��j " 1 ` , �l&//1"ll'', 11 /' 11111 1 , I � ,,,,,"�"",::/"/"","","",,,�,/"",:,,�",/", I � ,,,, C/1", , ��,��,`�,� 0 :) ,1� Z I-- I a( I I , , IN , , , - , , , �j"' ill I/, ,,,,, !/','/" �/ , 11 - "',� �111 , __, " "/, "I ", , , , m,//op �, ", �, I I , ,j g ,/;/� ON lyln/, �, I q I I 11 11 ll � 11, / �,,j,", I , I LU Z "",1111,11"", � ,�/��, :� I / "I'll , �� I iiiiiiiii��l��l�'lli� ��l��IIIII � �� 1111111111��l lf!,ll!!lw-llll /` ""' s , I I LU Z) � "' I 11 IV, , "Ill"/ - " 'I'll/ 11/1 ,�"::�"/ ,, 1/123/l/1"li/l, ,�,�, 1, , "I ","",,""I'll"" I ....."I'l., ,��,"/, I 1, , I I - , I r,//�//" ,I I" , 11 ,,, ''I �` � I I'll, 1, 0 ... , , / 11 "I � �11/11 , " , //M/////l -) � """"',-, , , � "I. 1, cy) , ,111, , e I I " I ':I,11 "I 0 " ��, ,� . ,I I Lu 0 (.) 11 �;,,,�//", I ! "I I I '/,/ " , 117"�,11,1�, - ,,�:l I I I , I 1, 1�44 - " "-- ,� / I ( I'll, , "I ,,��1�"I"', ,,, o�//� "I , " ",I I / � i� � " "�,,,ll I ,�, 2 < -) /, , �I ,///, , � / , , , " , , '_ I'll �� 'n""", ��- , , > ILL z I 11 , I , " ''I ,2n,;, , 2 L�,_"//"�,;�,,'�,',_, g�,,,,, -11,11,111,1111,. ......;...'-' '10-, 0� , , ,/ I < 0 ,,,,,�%/" / �,,," I I g /� , 1610& I 1,� ll,,/j/, .11 _ I I �, ", ,5% I NG BED WITH SHR A /I /, "N4 , ,"I I'll " I I 0 LLJ 1, I I I I'll I 11 I ,,, I I, I I I I ......�', � 11 D PERENNIALS I *4 Lu = LLI x , ,* " 11 , I 11 , , "' I - z m , / �," 1/1 """/.//_-//'/k,,,3) '' "I I I �, "I "�"/," �"', I/ �ly"� I I I ()� 0 3: T /,�,,,";;,��, ',��/ 4 WA TER / m ` / ,/,�,, I I "," ", I'll I I I �'llll �,,,,�,� - �,,,�,�,,'rrr',71 11 I I I / I I '' I ... ,//// , "I I ;/ -_______ I " "I, ... I , �'A"Y I �'�1'1/111' I I I i p Ill � , 11 " 11 -w M < 0�- i� � 'All"ll 11111,11,11N, 1/,, J�i� 'E'll"i),r . R //�, ,�,�,,,,"`�,��,#'/� ltl'1171 11 � 11 I � I 'l I , -, I I _lzI 1;1 , �� / _',' I I 111-I'l-,"', , I , 11 , , - ,,, � kv, " , 11/1"i �� ,�, ,"#�V, 'I'll' ,�, 11 " : �,/, 1',//� l_,,�,,,,,,_,,,,,j/',,...t""�"",'l,;",- I "", 11 , If ,//� �/,/'l ��"','/"�` I /111 , �� 11 1, I � 'I ', "I 1,/ l�,,, mlll%(//,�),�,�IV-I I " 111/111 ""', I I Io I ",, , I f, a "' ll� , Lf ,P �:w k1115 ", I '�-,'�� , , "", '/ - , I I.I l."I'llf, F ",0! ", -/'/'/" - I , 11111111111� lll�� /;- " DRAWN BY EK I , // � I I I ' 'I , �, I /" ' 11"ll/l - � 11 I I . I `�,,,, I �I Al , " I CHECKED BY " . I BF - ,'' '/// ... ,,,,, ,//", /I 11 "11� ,0,/" '. " I SHRUBS , EDP PROJECT NUMBER xxx I �... /,' ' I I / TYPICAL) ,,"I I � I :� 11, // , ( " ` 11 I - �/,, , - ,, I THE ALTERATION OF THESE DOCUMENTS IN ANY WAY I * 1/1 �3 I I .!, 1- � I/**,' UNLESS DONE UNDER THE DIRECT SUPERVISION OF A '�q I", I I """I"ll, %* 'I � / " J, I I I I, ,11�ft",?"a, COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN � /�11/1,-,I I "I - "I I I/ , 1, t/ I 11 ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ,11 1111/1 1� 11 11 A ll/ , I " I ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLAT70N I 011 ", 10i I I Ry ,�, , OF THE NEW YOR) ..... AW ANDIOR " , , 6 , 0 I � , [l/filll� 'fffflf,�,,f,'r I'll .1�l�, -,, RECULA77ONS AND IS A CLASS "A" MISDEMEANOR. 'R 0 1 / 11 lrl�� I - I W � I I "I'll""" , , I I'll , , "I "I , " __" 1, � 11 I I , , , ill, 11 11 11 ��I LF 11 VI I N A /" ,, 111/1"1// , I t I \, I I 1/0 � , I ... I * ,, - I , I I , I,/ 2� ,� ,� 1/1 I "/, ,, ,""'I"""', o!'!"!"w , �* � 11 11 � � � < I 11" I I I I/Im, 1 ,,,,,,, I -1 I I 11 - , ;/ /V 11111111 L16," 'l/ ,, / I "I 11 - , ", I , " "I " ), 11 �/��l I 11 � I/ I I I " ", , , / I " I I I /I/ I " 1, � � / I/ f -4- ,/A ,, ,\,�/, , , \�W,,, id 11 ",� , '' /"///, I I ,m'y// /1, W�l_11 - I ; I rl I CD I lllll'�"l , , /`" '� I , I 9 "IT I, � / I '/ I...��; /\ / �,v I 01 I 11 I �11 ",�l ,�////6/00 04 1 1 - , I l" 11 I I,/ 11 � 1, ;,, , iiiiiiiiiiiiiiiiiiiiiill�l�l�l�l�l�l�l�i�i�l�l�l�l�l� 11 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilI � / G� " ,/ , I//, " , ; I 1 , � I"t , , , ,,,,,/ ,; '], / J... , & '' ...1/;`1111 1� I'll, ",". lil I I ""I" ,/� l/ "'� 11 I � I -4- 11"'I"-",,"', � ,,,/ Ill/ OR,','4 i'�q'il a "'A "I 11' " I I I I I / , ,� ag , I I I I � 11 11 I I - ",,�l" " :�::....... I 11 i Ri , " 11 �,� %,"l 1/12 I - ,/ , I ,,',','Ill./_// �`,"�', �,, I 11 11 I 0 1 I'll "I �,/,/, I 2 , I � � � � � � BwG. G FT- I /,/ " I . ; ", , , I I- I'll, /112"i I ,� I I �l ,""",,,,,,,, PLANTED [ I... " ""I, � /, "I I" , , 5 /I ll'�`:/ " ,/ �,,,, )", I � _1111 , I" h I 111 ��, ,I / "�,, /,/ /�/%,�i�/,/I/%� ."m......: / /l/0 / , �, q I� 11, I I "I R��6�l9��)��1161)1�l#�i��rl)��d TREE (TYF ��,,ll' ' " i is t !///Mr " , , I � , ,/, �/�l , / CD / , ft I ,,,��,`,'O/�/"`jl�2 I I 11 I / � I � 0 F�/ �,-1, 11, , 111 I _Q I 1 ? /11111 , I I I , 11 41//��//� 1111" , '2 ,,"'�%,/I , "�`.... I � , Ill/ I � I Qj , I I I , "" 1\1 I 'i/%,/1"�, 111//1"'ll", I I I I "I' ll )�l ll� I , , 1; "I,11.11'1'1'� i�g .1 I I 11 L� I // // 1, � 1), I I �_, I :"'l"/N',, // ,/ "O"� ,� , , 11 I � , // , I'll/ 111/1 /�� I / 12 , , 11 1�11 / /`/ /l/7 /!"1111,111,1_1 1,, I I I .,N, I I �,�,/','� e � / I //1" '11�01 "I - 0) , ,,,,, / I �l 11 , �I,,, ,/ " � I f!"),11"ll", '' � 11 I , ,"�/,� ,/ //l ,�*,_,:, I ,,,W/1, I I � 3: , ,/ I 11,11, ( "' /110h, 1�/' W ""', I , f, o�/z, v l/k,A I / �,,,, ,-, I/" , I I I I -,""I'll I 11)""', "Y',",�' ,,, 75 - � 1�1 I "� " 0 � "'n"o/q/ ,,,,�, I ,�,,�� , /� :��/""":"��,'�,,","�-,�,,�,,,��/��//,�,/// /1" ,"�P�' i, , p/0111 , ,/ ,�l I / I I / I �,N > /" , , 11 I � "I I �/ , ,,, I , = "I �, ,/-, "N I I ,_�,,, 1',�,�'," , I � . �,", �, voi, _j I I I " I I """',""', L� " , �l ,''I'll , ",,` / I I'll I I I , I ,I // , / , "?, , � �� , , I/,/ , 'W"'Al I ��_l Ill/"//////" I I I ' " , I � N " ?l �;,/,�, , I I �: , , / I - I I "I 7--,"_ ,,,,,, �,,�""/))"�""",,�",/,:,-,��,�,, , , lil "I, - ," I 11 , ,�,�/ , " ,/'' / - , �,, I I I I LLJ �11'111_ " I % 11 > :.../",",/ I � '� '/'_',�, ", �'1/1,11"I/N/111"I , I� I , / , / ,,/ "y"", , 11,11" I /' I � 1/111/1 / , , , I"""n/, ", I : �, ,, /; ,� � , _/ ,,,�/"/ , /,/ ,/, � z "Ill; I / I , I , , 11 / I , Ill "///"/"`�"/l'.,; 11 li p _,/ �� , /,,,, , ` '/ 6", _ I , ,1� "� '0"",�," i , , ,_ , I'�,//"�,,,�/��""","�"/",�/", -1 -2 � , /�,,,,,,...... I I I , /�// I I '�,� I, ,,'�/",/`4h,,�,� El I /,,,- 1, I I / 11 " , "I 11/1 I I /1$ I)�1 �&, , I MASONRY BUILDING,,- � "i" I I 1�1' 1;11 I ,I , , )'ll ,,�, ,�g , 0 ` I -i 111,I"I ,�, I I ' ' I / I , �; 1, I I I �,l ,,, k �,> 0- , I 4T. I 11 I ", � 11�11 11 "O /,/I I 11 ,,� ,�,.", I "I � I I I I I I I 11 ",", � " /, ), " "', I... I 11 � ,�; //' �`;-l"";,`�l I I ," I--_ ,,, I � I / / , ,' ! . , I "" I", """ �"F""/, 11,� ox I I I I I ....... � / I I " � I I / I `> / I'III, I I I , � , , ,/ , , , , / , /%/�111, , I �� 1�11 , " I , " " " _j I , I � k _�v , """,;/""/"""//,/,�"",/""",/"/ I - / I , / , I ll� = 11 1, I � I I LL�� ,,, 11 I I I I � "'�"/"/� , I "I , /,/`�'/ :� i , , .... "': I ' 1// ,/:,�"Ill"/", L� '/ % I'_ " a/g,"/," I ,�/ ,� I ) 4 ; 11 , � ��l I'll ��4,V� , I ''I ,�/ /// / "' I/ "Ill, I 1,p,"", ,,,, /� /, """ I �",� "I , ,:, ,,�,... 1//- I 11" ; I I ,`�2", " P""',�/�fl7g,' 1 11 1'��ll I I ,/ , a ,,, LLJ �; -, ! � I I I� I 111/v 'I" "i I I ; 11 �,,�,,� " , 1, K �,,,, < " � ...�' na;-, I 1, I I , � 1 I � I � � /,/ , ,/ I � I I , , , , I , ' "/I , , , I � ,,,,,"/", ; I I I , 11 STORM WA TER ,� , , , I , � //, �� I , ,,',/��,,,,,',' I / 11'11111�/v'l I I 'I I I I I 1 -1141- %�pg j", I , A ,� il "p,v'/,�', " "/"""'I�/"/,/,,,,, I -If, /, �, -- , I � �11; ,_ �/��//,,�l F ,/ " /("I" MANAGEM NT :�I , z /, / _ w I I I // "";, I I 1� ,/ // , I I "I I ,,1 11 I " - '�111,/, REA 1, � < / , -, , I " ; � , 11 lg�flggyq�,11, I I I /� I�,I " ;,m p";,� I /1), � EXIONG, BUILDINO , I ,I/ , ", "r I,/ I F"N"", �l I 1;� ;,,,/�I ", 1/1" I """';"'alo X, 3 61 " /"�,',� '., , , "1� �A;, "I , I , I ii�,l , __ ��1/1�11, c, ,.. Vl/`�' I I I I I I , I I I- / I ,,, I� � ,, " �' , I " 0- , "g", `� � I I 11, "I', " � ill I/ * ,I//� " "I'll I :: I '� , ", 11, // " , "W `�',/ , I I ,�/ / 14 � / � TOTAL AREA=1,70,130i SF. , / "'�,, :::�I ,/, I I 1 41,�;// � / -, , 11 ,`� /6�,� � / _;1/11A'/111, �,,"//,� ""I'll ,/ ", ,- 1,1 1-1 I /I - ,/," , " _ I PC] - " / � , li I "I ,� ,�/,�,/"' � ,,,�,W"/,t""/",,,,,,,,,,', � I I 1, / 14111,11 I I -1 /,,, I , / // �,'�i I I ,=�...M, 11 I t.,','q// Fl, "I' I I - ,//,�, "I `,/`// ////,/ 11/1"I'llb"ll � I �, , I'll ,�,,I/ " � ��,, ,�_`��, 1), , , , , """ 1 / Ill , / , < i I I mult I I I'll , /�/ �,1,ilm I I I'll I /I I I "11 I ,,,,- 11 I "I�'l , E I I �l 1�ml/l, ,�� 111/1 //"", /1' �,,;' '>/,", ,,p � I'll , , �) ), / /� � , , , 11 / I // I ,§ /� ,�/§////// ,/ , / , ,� / I / � � I / 'I"1 ,5" 1,//",-I ll/�ll : ) I I I I " _j I� I 11 11 I I 11 I I � I I I I I I " I I ", I ill,// ,,, I'll 11 � ... I �//;, I 1,11 11 ; =) I , ''I 11 "I , I I , / ��l I ""i , , 11 I "' 1�/// I ,1, 11111 < ),!/ , "I I I 1 , �� I / � / I I 1 I I , -)"ll, "Al" I :, " -, I , , , 111/1 I 11 I " , /,, i, / I I I N/�/,, " I I—, 1, I- , , I'// ''I = I I , 11 ,/"//, I , I " I , " I I ,__ =) I I I I I 11 11", 11 I 11 "," �'I- �,� �,_ "I llR/ll////,�I ... , , , I , '//"/ I ,/ , I I I I P/,1/i -"/, " � I I 11 :"", I I I , �l 1, I , � -K I I , �, c� "I /, A I//, m ," " , ,I I I � I I / I'll / , ,," I j I I `/11,111 / `//�� I� ,�ll I'll 11 "', 111;/,; , �; � ,//�, 1, "I , I , � �l I '111/"/I�l I ,,,,'11"I'mus� �"m, I , , 'T' I',' �, , '0�,"',/ ,iii1i," " , "I , liI , ./// , " "I", I'll I 1, " / 1110/2, �"`/ / I , ,'a , �11//// 11 11 I, lI'��l��//�//",B/I/lF)//� ,I ' "I 11 0 Fjyf 1, �� I � I I 11 - "' I I _'�11,,F7T_'I'll'I"","�//�,�ll,""/''t��l""��ll/ 14LLLL=/ 16 , _,,/,, I 11111111��_ , ,,�"",_,/,//l//l/ �111111%&'ll I I 11 '' I , I 1, " x I / I e I'll , I ,,// , I I I _///m I I ./ / "I ' / rr, , , , 11; 11 I / I 11 "I , , , , 11 , 11 ; '1/ 11/1 � ,, I 1, " "I 11 I... � 1'� I'll l'l //�Y/I/ L'i , I "1�1/ , " I " , ,","', I I I ,�, I ,'," 'jmtj ,,',�," , ,, � , , /, ,'t "".", %,��""'/, " I - " ,//,? " '' , , " '' ,/// " "'I" ""'""m , ,/////" � ,/_�,1,11 11' I// `/ ��l 1�1'�� , 11 , ,"//// . . ....... I" , 11 I "I'll'' I 11, 11, I ", ,," � I ", ,�,� �_1111,1/111 1, " , I I ,/ / , ", � ", /j` / � ; , I 1_'_ 'I',_,"""'l,//////l/ll�' ,/ 11 �,_ ""/, � D� 'I'll Moo "'�.....,51 ,/�" ,�,,",��/,�:/�,/"",/,,��/�"/"�/""",,: r=� , ,/ """ � 1/11/1 III/// I'll��l/,////"��ll,�",,///""/,/"""///"I ,p, ,/ �, 11, " )"11071,11, I 11 /11/1.11111 I I � � � �llll'//,/'l/"l'l/,ll'l/ � � I , , " , ,/,-, � ' 'I'll, I , , ,, � , I n / ,, ,",",,�,�","/" mm/ ", " I I , a ;�,�", /� A,,�,,,�l ,�`11� ,,, ,,""/%,?m'53 ", ' � 11" a " , , ,/ , I " ,� " ,,',,'/"'/,,��,/":�"''/""""�/"�, .",��,�/?@/'N"'I, , 1111//m/li ; �"" I/ 17/l/r/ I I � / 1/1 "" ,,,, ��//"'/, ","/ /""""""'O \ 11 ,,, V;�... I 11`1 1��;Vll I �,,/�;/,',' / / � , 11 I I ,/, /,;"/" 11 � "",� �,�?g(�",��,!' ,"I'll _11, �l ,��,i�:1",�,,��l�",�l"",�,,�,,,,,,I�",I,I",",�?�'I'� //�,, " /� I � "I'll ,, , , '/ -11-1 , I Ln , I'll -, I ll�� , ')""' � I I I , I '/ , I I I I 1�,A, I I 1, lak","'7117,I / I ,I * �/m I I 11 / // / I �,MFI�;�',",o � i, , 11 1� I 1, I ... 1%1/1, ... I \ I I o � I , "I" 'l!!l!./lkl 1� "All I-2-114 1 "'p, ,�(', 1, `1 I +� ' 'I'll " I �; :, \11/o lll� 11,111,, ,'� ...� � ,�,;,�,,' �,///,/,//""""""�/'�/"/"I ��, qqg mg,;jl ;lo?", , , I I " ,,,, )l "I I � e L", ,/�11/, I / " �I 11 /�/g 11 ,,, ,,,, _ 11 ''I ""I 11 , I //// " � I/ a" c I 11� 11 � ' I , , , ,� ,� ;1 2: , il,"?""'," g , ,;" ,"', je , ! " //, I �,/,�,, ", I , �, ,,,,, �1� I //"" .11l�l,/,", , , � `/MP, ; �" // ," _;� �'� " / I "/, , � wl/ 'If I 11 I I I'll , , I ; � I P'll"', �' , �1� 1/" ...... q,,,,�" )/,_,/,,/,�,"" I I " � ,/ , L 1',',�11," , c I'll I//, :, Kl`�,,I/ "/// I� �I) , , � - , I ,,,� �, � I , ,/ / I I A "I I 11 I �... , ,, , y/ "t"",/ , 11 �, , , � / , , " I I il ,�,/�,,�,;"",�,,�",I""//,//�,�""",�/�� 11 .... � " "I , ,, ,, / I I �, /I I 1'(� / , llllffll / I / �, 1,1�01/11t�;,� 111�12, �:, ), � 1",/,", "I"ll' I'll - I'll, 11 1, ;"'I" , y , " � , -1 , , " 'Ifill"ll " lllillllll�� "/,"I ,,,, I'll/ / , � , ,""I'll" 11 , 11 / "I I I� I � I I I I-� 11 � �, �/,, I I'll , , ,� ,//, /, " I , " 1// _1[�//,/,�, I ....... I I :',,Jl " ,, 52 N ,/ � I I I �/I 1, 1'1,"""""`�� I�11 � I, I'll/", , '11/1,11/1��' I "" ""/ , ,,",,� �"Ill I " _ , I ""/ '//4 //Is;," , 9 , I , , I/'��"`�,,` 1,"r", " S �/!�""",// 111/1 �,i� , � � """I 1, , I , , ,;,,�,,� i , I �, �, , �, , %1I I ,l , I I, 11 1!!! - ,;, ll/", - / _L , � r , , , , 11 '),11 .......N I I 11/1�111/,, � "'I'// I 1;`I , � , �//,bl' I ��m,////��/,///... I i�,/"',��,,,, I ,/ �,,�-0 �',,,, I -�, /" I I "' / ;111/1 "'�,�/"//�,/// / , �11 ,2 I'll, 'm ,,, I 006, "��,///,I"11 I 0A ,��l // ,"I'll,�, �, I I , ,,, I " ,,/ /, , ;�A , ,/�", A!, I/&1, /;/,�/":','�////,/,"",�,""""" """//-I`// 'l/"I 1� , , ,I/,/,, /N�,,, I , , , , I ," , Iwo . , , k , ,/,/"_/"# 1 1 1 12 " , � �,, , . "I I 11 ''I '1111,71111 k/1"ll", , I"" "I", , I'll- i 1jiljol".11/�' a ,�� N/, "I / -7-ll�",/" , , ,�`///...I ///,", ;;�" I , I 11 " �" 11 I -n/ �, "", I","� , 11", 11 All"I'll l!Nl'l#1 I �9 �l 0 I ",I - I , ,", �11, , - , , I I I I- - Qj " " / I �/,//// 11 I , " " ,��m/ 11 I �� " , ,�,,�,,� ,�, �� "I, �l I 11 I � I , , 11 I " " ,� "m !,Al ""","/"/,",///,//""","I I " _ I I I , , ",�� I 1 :5 , / , "I'll I I� - Ill/ I _," " I , ,w , Ill j#),,,l',,"(�/,','/j, " , ", 11 ,/�/ 1, " ,/ 0 , fl, � 11 ,_�/ - I'll 1, �, '�,/I'�I,I" /// _//.......... I "I I c - , j ' ' I . / ; �, , 'I'l;I''I /�1'1/11 I,//W I ,//, 11 11-1- , I", I - 11 'I'll I , I 1111- I 11 I 11,11,�l I ",,, ",��/l I lff,1110 1� ,i I ,, _ I I I / l//ll I Qj $i_/, I / 1�4 " I � 11/1�/,/////z/// 11 -1 I I I � I , fli/ I, I 1//" , 11, � X/ / I I /1 I , , �f , , ; I > , 11, I I- , I ... Ill/ I/ "/// No//"',,/,/,",/ /` 1��/, --1// � ' I "I I I I I , , , /// /// !, ........I I ,ml I � , , , I I , // I ,vx! �1/1 1'1� /// l/',l,/";, '�'�'�'��// / I 11 /�1/11 //,� ... IV I / � @g / / I ,_ " I'll, ... ,/I I 11 "I I ""// I """' l/lell"ll I... , � I , ,; I "I'll, V /, ,/�/_"""""""'. ��I I I�� 11 I I 11 1'/"�`_ " :,;/",;2i m` ""! "//,/" ,//1, I I I , ........... ,,,,,/ �/Nl ,F///, 11 I ll_`////,�"; I " I ....... opum, . '//� _i �,�/ ,,,,, -�" I 1�_",, >_ I /I � / I I " ,/,//��,//// I/I #r ��, !�/w` Ili Rv 1"I'll "I", /"/;�//�//�/�//,�"/;,�",,:,�"/,//"', '/,,',/,',,,',', , I 11 I I 11 ,,, '11/11�/�I�l I m ,,- �/ ... /////� //'," ',','�, r6RM'WA TER ,� L� 11- , - "'� I I ,,,, , - - "I "....... //'( , /11 , , 11 " I/ S ,, , " , , �,�,Ii,,,I, "/ 1� ///, I, I " _ �z / , , , ", I ,'III ,/"I �� ,"T/ I, ,11 , , -, , ,, / �, """" I - 1; I I =) "q ,# ,, ,�� / �,l"l'l?///7 I-//// r111,"",;,�, I// , /,/...f ,I" /� , 110 // �� ,�_,/ [ �/ �l I I "', I 1, //// i,`/`r//,/ , I , 2 , I I I I ' 'Ill, __,"""', 11 ffil p " I"�l 11.[11 11/l/offir I 11 I , , , � "ll , , ,-, -1 / . `,�/ 11 11" 1, ,10 ,//T I I I � """"/ 1/1' I "I ,//, 1121f,"'ll, I �` , ... I 1"// ,//, ,11, " ,�_ " "I I I M, , I I 11 11", I " , , , �m`11"�r�,/,��/�///�/�//�//N/////�/�/',I'm r � "' g/ll/I , , ,�,, -,,",///,,,_, ///, ' ' "I - I "I �/�////, , , �l / """ x / "� - , I - `(�;/ I flMlem ��, Al , '�ll,�)((J��li-w-ff)xl""""""-I I I I ,"/,,,//� ,;;, , �1 1/1 " �//,/ ` ," ,,,,// ,,��' � " 11 -" I I I W/'l I 1- f�.Igpl I """,//,//",/,/,�//�,/",/,/"/�,///"�,,""/""�,�I,1� 11" I 11 ll//////1�111 11 r=� I ... _m/ ,'' , 11 "/I� I /,/vp �, /0� "I , ,/" 1011001, , / / 'l/ "I" "", , / I /, " I , I/ �` // viel, ;_/ _', 11 - ,�,/ I 1] lu 4r,,� -,," PC] I ' ' 01�iy� A �" " , I I "',/-,�,1, I I "I'll, �� "', I I // /// /// /// /// /// I �'_""...I /// I ;"; /// I I'll, ; "I /// , '' , , I 11 f?" " __/l/;�'l/ �'l � ,___�� 11 I , I " � ,JeP�,�,"�,,!I !,,],/, ,"�"�, ". I., = I'll I I Ill' -, 11 - i��Y%,,`,%',, ,""', ��, ffl� I :� - I A _ 11,1111 I I � 11 I I 11 , `,�,/X/,, ""', , _�,,� ", "",, ,1,"' 'I'll" 1,;, ,�,,�/" , � I'll...... / I - , -I ;l 11 // ,,,, " , " :,", I/ , I'll / I " ", z 11 " , ,j,'l/f)T,;%(�:�'�g�,�,/ � / I'll 11 11 , � I I I � 11 LLJ / 4, ", , ,,,// I /I ", ON- 0 "", , "I lcB -'-'-,-/, " , I "I " / 14-.........___..........�.......- "I-..�'ll""�l/,/�`/".,/�/,.""/"I......, I 11 I 11 i I I / '30" S TM I "'R � 11 1 30 11 11 I , I , �1/ I � , 11 // - -- --- I -- 1, 11 "I I @_I 111 , 1, /// ,/"", - 11 - ll� - I I I "[,,`,�,/,,1,;",�,,,��/,/ "w" 1111"'I'll","! ,/l � ov- rqEL- L=J) ....x""il- __ " " "'s " "I /// , �l "I /,////�,"'I""", I "' 1/1�� I , , " ,11 "", "", I I'll 11 I / /"I "I "", 11 �11_ �ll/l// �11,1 I � Z , " I '�� , _ "I 11 - I 11 �/ I'll 11/I � , I " ___�l �` 11 1'�_K, 11 I'll , , , 1,,',,,',,"/,///j,", "" I I I I ,� , , / : , I , "I I-1, I \, � �', LLJ 1 - C!5 ,, ---- /�,,, , ��,;,, " I - " ,e k", I" , ',,,� " , T" - , v � -1-; , ", " I ,", "I', , `j ""�`� � � � ", _" ./L/.� ; ,, � � �', � � �l �1`1/"] - , , '/,,`,,, /,/�', / ��,,� ,;I, , , " I //,/$`llll`/ , " , , /` �` / "' ' f �, � � �...�....1�11 I ////// �-(' " I / v� , I _� �""","''�,/"�",//,�//"""��,,,,��,� I ,,,,, �, :,- i I L� , ,/ ,/ , � I I "I , // J' ' / , - "I , , /111/11,111 I 11/1� � ��'��/all ' � �,.////,[,/ ,/////,/,j/.,'(],�... I ,�" I 11 " I, I - . " _ K m/ 111 , 11 I- , '', ,��,,,� " , I, L� ! ,��"fl""I'll",�'ll",�l/"�l/li'L�//,�/,�/////"",,/�/,�/l,""",I ��"//��,;// �/, 'I � 11 I" � � 11 I %.� � ,/ IN , r/�m� ! 0 , , I 19 / i��/mmi//// /I/ ,� // Im"Ill/ 1, 'jilu, i I lall / ""s 6 io� ///// // /,/ // g, / ill � , W. , � /I/"/,� � I 0 , 11-1111 I I—-1111111 ll-," - �//�/,//// " , " ,11,11 I 1 �1 I , I'll I � I I? � '' Oib,,,,,� I"i I , / "I I I , �1� , < 1111 , / 11 I "l,,V"",/,N'/" ,,�, I .... .... /', 11 " I , /, - "" i I ,,,,,, " 1: .,;F �TIA. r�j,- ��"/vl ;�4�, D: i'0111"',�` I , ,/ I " , fWl'l �r I �) ,,��, "I' ' I 2 I 11 I, - I "I",� 11 I I , I /m/r/on.m., // ... - I , 02 n�,yllwmllnrgm 11 11 - - 11 ///r/E �/ // , "I'll", I I I 11 �,, , , I 11," I 11-1 I "I";;-1 I'll 2 u 8� N /,�1111'1'11�� """, "j,", ' / �� " //////�/,/////,//// � ''1�� "�ll I I I I /// I I I I I 1, I � `f, I( -�,I,_� I A,/////..../////�,"/,� / / I I I ,�, ,, ////////<///"��//////��/�////�,�� ;,/,/','_ 'A"'I'll I """Im, // - I ''I I I I < , ;; � ,//W"11"11///,/ il - �,,_� I 1�/�' � 1, ,� I ''I', 11 I 11 - -1 � , ////,/0"" I I I I I / ma /m/. �L 11: � I , 44i 11 I "ar, '' � ,,, " Ill/ 11 11 11 ll,',,///////� /,/,,_lllllll' ��' ;l `��12,1,1 , "i"A""'I'll"�1'1, " ,,!,::�X�',� , " ,//,,,,�� ,glIg""",1,1z,111" " , ' ' ,/ /, " .. ..../ �,/..... ,/"/////.. .... ...... , _"'_ , IT111111111, .... , "I I'll ,,, "/,/// // , , ,//",'' ��/ , ,�/,, , ,,, /. / / / / � ////... � � " �/,, // /,///_��/.,, / / / � /1110/ , ,�',`,"�, ,/ f ,�� /////,/, / , /`� I I W11," I ��,�l 11 "I I ""', , � , la / 1// ,,� 1`10 �'_ "I to , I,/ ,'/ ,,,, , ,//// "_`/`i/ , //Il�/////,�i ,, , ...I..... I I////,/��//////// I'll 11 ,( , , I I I I /,,/�' , " I I ....I'l- I , � t X_�IXIIMI� I ,11 I-, "l- ", -/ ,////,/////; //.//m/ , 11 11...1, I I 1, A I /, ',,,�,� , - / -....////. ",mo // / '', , // � ,,, ,/,,, I I ,-,///"/`�",��/��",`�//`��/"/`/�"`-"//"',I...11",-,, " 11 I I I I ' 'I I -1/1,111/1' I I-I", .1/ I I F�NaE " # 'J, ,� 5,�/,,/' V101141",/_�... ...,' ''I'll'', / "I -1-11, , � ,/',,,�� co " llv , , I-/ /I/F , ,/// I / ` /,", I— 11 "Ill, '�,%�, ,,Iy,r1,1, ;, �, ,", ,//",�w,/�i,i,,', pg // / � , 4 , , , � � - _ ,, ,/""/;, ///////// , , / - ", - ,//////- � _//v 011/11//I ,,"I,/////"/ I- � , - ,/,/ 4;/ l�/1"/', ", """"', I I I 11 I �l I I - J_ I � , , " 1, �//,','�//�, /�";//'_/�,,�'':/"/ " - , , '' I 6 I I I 1 -1��zc,,--I' ,,,, ,;� 11 � / � / -�'l "� , I ,"'," /, "",/ / I , " I'll, ,/','�,, 11 " /, 'r',,, , ,,,�,,, ,,",,,,,,,-, ,, , /11 I I I,I ''I ,111�1,,1111��,11,�l I ')),� ,,� I ."'',/ , 1, 4F , (" " -ll,,�, 11 - 11 I ,� ,�,, , ,//" , , "�/ "; " I , , , , , ,, I 1_1 // , , I/ 009� 0 c� Ln I W/12 I AW , '_' I I I 1 1,10-96020 +� " ," "," ,`?"1�1, � , , , q I "Ill/ "I'll I I'11, 1� I 1 /1, ,/ ,"",,11) 11,11, ,I'll, , / ,i I �" IV A�11"I'/3 ,,,� '11"' "I'll I Y� , lil"I I ," , I l/ I,,/�&�,"d,k",��,"",/; " , ,� ,� I , , ,k,"I'' I I/I I I- 1/1 I I,///`/;lll�,//" `�V//,,/_ �, -, I I I I , I , d/// _� c I I -,I I 1�/ �,�, / I 1,1111, I , I I I , I �/'/�/"� 'If :�,,,,��";�Mvlf�r , , , �, , " a I " `1�1/ '"'I'll, 11 I I'll`__ // � ""/ , '' , ,,gv/ ...11 I I I � I I lll�l �111�ll 11 p //, _p I ""'/ a, wo, "a 1, � //` ,�/'?/ ,1, /I 'l/ I, _ -,_', I // ,I , "_ ,, , , , I I///,�,// FQ ,�A pn/m" , f, / I I 11 I I "I /�06, ,,'*' I " I �� ,., \ I , "' L ,g// a E , g, '?, ,,�7`*,,� ,�", ,,,',"/,��,, ", I,` -, ;l I 11 I ,,,�, :5 "t �� , I 11, " , /��;/ , " '? I / / ��"//,��/,,,�',,,,��""',,"""/', "I / I, ,,,I I I - I ' I I 11-l"'',I I/ "I'll '' - I" ll�� '��/,/,/, ,"/',,,"�//,//""�;""",,��,/;�'��!,"10� 0 ,, , " I " I , I I ,,, "" , ��Z�� , , ,,, , , I , , , " ", ' ' I , , ''I, , 0, I 11", u I _'r �,��,��,vv ,,,��,,';'j,/,"g, " "I ' ' 11'11'11'�,`/, , " � , I ' I ... I , �;4mi, , - , ' I / 11 I'll ,/ I I I , ,/ / , ""I'll I 1, ,, ,/� -��, � 1��11 ' I , \ / / ��,,'�: , _''L 1 / - 'l'/7_'ll/',=/l_ 1- - I ��, I I- /' "I",, I'll, I - 11 - - - - , , ,�';' "' ,, // ", I - I , " (=) , I lll��I - - ,6 ,r,�,,',�;' ,,,, I I "I , , " , "� ""/"","",,,,'�,,,, � /�, "I ,/ 7- �,'�� ,/, /,11, I " I" �', � 7�,,'/�'/7/ - ' , li ,/ , I "I I I :, " �....I �, , ,//��; I 1, � ,/, �"�,;/��/�,w...:",�"/��7 11 "I I -,_" ,/ ,Qlv"ll ,; '�",!/, il/1", ,w,ff//� "I'll I -1, , "///"'///�"_';,/, I - , ,`1 `� , I I - �, I / �, , ,/ S , ,�l / "", �"`/�//�,:,,�� I— , "",I I Ill/ / ,,"//,��/l :1`1/�7 - I � " , I " ;1,11- / - , , _ ,/" , , 1, 1,, " , ,,,, I , , /" �','%�,'_/Prl�,/;,� / ", /",,,, ", ,`,,� / "", , /ml/l /_/ ,W/ I l`llll//l_ ',, ll� " �,',png? I �< 'fl, '' ,-, ")',� , ,"�,"'' i� , ,,,,,,,,�,,,,��"",//"""/"/� ",/','/, 1�1011,/!,"', W1100, //"/ I'll , , //...... ,",/�/,,,"',,/ " ","" , , I'll, �//"',�',,�,�,;""",�/:_///,//�///,/,/""`,/,,,,/"/, p-, '*I'/,- I " " I "' , ", , I ,� "Ill-, I "I ", ' ' 1'1�,,,','111' I // I , 1,�",,�,, , "I " - "lm ` / " _ " �, /� ; ; , ,", , SCALE: , � ,,, // / , ,"�, ,�, " "I" "Ir" I I __ I UP W/ , , __ ," , .... (1, ,4'� ,,: 11 , ,`� �, y , 'i " " I/ / I 0 11 , I , , ,/�/` ,I "I , al ,� 11 _ , I " ,/ , F , ,""', , " ,,,, ,,,, , e A"U'l/ lll`/N�/ 1��'//, B " :/,/"/,`,,;,/t""'," , ",W;l- � , , � % 0 �4 " "//,"': I_ /,", 1�1 ,� "; , , I �"',';�/,/,;1�11�,/ ,,, I "I'llk, . I �/?,,,,�"',,�q," ,,�",I I _/�// 'm , ,,",/,/ I I "Wor ,4, 'll/ " /"' I 11 /P�``�� ` " I'll "I "" , " I ,� ,/// , I GUY - I I """' I I I'll I , ,/ , 11 I 1`11/` / � I I "/'ll""/,/ � A I I +� , , , �l 1�1/ "I"IF l/,/'z'l " ,�, / / � I d,L, - I , I,,�"',�11/....��,/,�/" �) 11 , , �, ,,�,�,�,,,�,,",',""""",",........ ,/"- """"I", I I /41 I/ "I,/// /"""",/" ",/ I 11 �,al'(�,`!l /,�,a ,� "/ ,/ I 'y " 11 "I ,:�, , "I , I'll, / I I � , I_ / i/iN ii"l I If c /03YA101111110 , I - ,/'_l,/l'l /011 "", , , f , I 'i �/�",I�/ /, " `,,��,��/` I /� I'll ,& V I , 1_111 - :, , 1; I'll, 'I"'/7" �__M///l/=////l/M_1111l� , I 10,110111, I I 1, �rll ' " I l /l---`lA/,ol 'T"23/0"N"o �11111 't,","ll"I'l, - 11 I "///::; = 60' t"',""',", ( `,;��' 11 ....,' , I- ,,,,,,- 1'�_111/111' ' , ,�l"""'//,�,,�,/�,//�l/"/"/"I I", ", ;1" , ', /" /, Ifinill, _��,,',l 11"; " I I ","I'l, /I " "I,/, ,/ - �"_ i " �/, ,/ ,/ I '' , :/:zl/ ,I ll,/'ill ,11',11,1,11,14" '', / 'S Ml 1 � � _ 'i"� '' / / // I,/ '4110 , " , "I / �, , - �� "� / /I , , 1 "I 1-11111111-- I �, 1/�l "l .... / , / / / d 'i,",// " /, __!,��,",/",/r ""��,,,,,, -'�11/11�41 ,�, , _1 7'l_l/l;/llll , I / ,/ / I", � I'll, I 11; '' I I ,��",_,_ , I i _/r;,;"/l//'l I 1 ,�,�,�"'�,�("��l",�,�',�,��/11, , Y1176 ',',,-I',) I'' ", I "I I , " I ",�, ", ,�, I c " ��'�gdA," e ..... ,"", I i, " I'll'- �,',',; I I ,,,,,:", ,,`"',/", , , I/ 6/1,0� /, /,,� �_l 1111'1�1` 'F`�' ", ll,", , ",", � ,,/,',, , , I - _,,/ // , "O�, ,,__ � "' ' �/ll - I 1/0'1/�)`/�l 'l/,'/l/l�/ll.l_ xl,�,,, ", ... , " -, ; ,/ ,�.,,, " I � "I , lll'� '"';,""',�,"'A"",�, , " i.../ �, _... /'17 "/ I 0 ,l /" ,", , "��`�:�,0t�, I?- , , "'' � ," 1111,111//1"I","ll" "", � , -1// , / " 11/111 " , ", "'' , , 0- �1,11111, I """v /", I I � "/'�""I"'�'"',//,/,/,//"�/�,�',�,,� /I 1,', � , /I "It",��` 10 , I , I - _�,/4,/ ,,',',// � " I rij ", 4_,�____, ' 'I 1 ; �11", 1, 11/1"'// I I I �,S / ,,,, � ,/","" /I /111,1,111 , I e ,�,��,,�,/""""",",�?,;""",/,//,�,,,,,,�,,,,,,�,,,,��/ ,�:;�� , "/"/'l,///, ,�, ,I 11; I I a. _ , " ,�i"," / � I ; I , // ,- ,� �, '' , 1'/"I I , �/""', ; , I d I ,, , Z� " I -m - I , I , < " I I ,I " " ,`� '?%, , I'1� ,": ,,,,"_;`, ,:, , , �/1",11�1/1/1/, "'1111,1111,11"I'l, I " "/ /" ,/ , , 1, 1,171 , , ,/ ,, ,�,,/, " , ,��,/", - ":,',�', / 11 ,",/..., " i ,, - ",",',�/ / " '�`l"I / �_, ,� , , "I �, I ,/",/,/" , ,/ I � , _�', I "�, ,",,"" , , , _c "I', I / ,"; , , , I I , " _/ // I , , 11 I "", I'll I "I I �11'1 - , I'll I 1/1 `�/ � ,, Ell 111111 �, ,�- , ", I :�'lll �Ll� ,, ,:,� v) � ,§�"I",01 illillillillillillillilllllllllllllllllllllillillilillillillillililillllllllllillillilillillillillilllillI � .....lr/j,ffiffl�mlj##� I-I?I "I 1, ,� , : , p/ , , "I" I I l,", I I 111,11 11 I ll� ,01� I ---- I I'll,"�z ;l ; 11 11 , , ,/ ly 6 i 11 �,"'11111""', I 1, ,", , ,//,, I "I I I ; 1� 11 ,/�11, �,//� I CL " "' , /,/// // '' I - I ", It 11" I I ,,,/,, /;; I E - _c , "" ' 'I I I , I , , "'",:�,`,'/ // , - 11 I ,"ll; I'll I _,"""""', 11 If," " 1,,g, / " Ln � " I ; I "I I",,,,, - , , 11"I 21� , � I / I w L I I'll I 11 I� /�w 4 N"C', �� I'll "I )", I'0119,11 a x%, /,"', "I I , , rij , 1 7,11 /......I......I 11 I p,,� "" /p/lE,V'f' ";, I'll glo Mil"ll"", , #,,,jjl 1, Z 4, Ad P�///////P 11 " I r/"A 0,7VRONROFTE��/Uli� Q) _01 11 / P wa ///a ,( / I I , 'll',,/,, I 11 11 am "I � Ill lg�,�z SHEET TITLE: c , I I I 115,"" '' ,// _.�- < z +� , I , / �, /!�" /211 " / I _', , I , A/- / , Y/ly/��/�,' %�, � " 11 I I �, io /, I �/I w/l/`l"/`, " � ,/ "I �",/,r,,, - '� w e ,� ll " ll h � I'://,I/,//z-,1,-I 4112/vml _ ^ , �ftm monwoomdaftob", m 11, � / I........-1- ,� / � ,�, �� k/ � / "' , I , � ( "' , - a , , � I �'111111 11,1111,-1 / �gl", �,omillmlip , Ln , 11 I g// I'll ,/` / 1�1� ....�,/�, I I I I , / I a - - -1-- 11 _', I I A e I x lls, g 1.11 ./I/ fa I , _,,, , "'i a 111 qm,��,,/,� ,,� , / , n - I 1, / , , ,,�/, ,,�� I , I I I __" , I � ....... " -,"", �� k d ,,i - I �" -11'I I/ I— ....."ll 1111-1-1 IIXL. �,I � I "I ," / "ll, - _11:111 , - - w -BUILT O_ //, "I'll, //"//" "' I &g o, -1,11 11 AS / " / ,;� ,/ I/ I '� " i I ----- �,/,, _ w_ u- ", 16 "I �I--o"Iff ... � Al 11,111; ;� 1� 1 ��___________---------------- - , � "I , I , , __ __ ,.'�,;::: - -lil",_'111/111 // 0 w C z k -0) PLANTING ul rij (:� PLAN -8 +� c cli I c SHEET: 0 L > ,_ I GRAPHIC SCALE I I c I I I" ///,/ I "'// --- /I I- I � " // I ,,,, 11 //" / / / / � / / /� / // / , ,/ // / /I / / , � / � / / , f ,� � / / / � / / �� "I � / , ) ( ", � '�f A / / � ,� / � �, / " / / ,,, ... " / / / j ,( "ii / / , ""// / iii / � / ( � � � �,, / ,/, ) , ", , '� ) / / , , , � ,� , / / / / / / / , "/� , ,,,,, / " / 111i/�/ , , //��/i ,�" / � /sm ,/ " �/ /"/,/ /o//,/��// //,/, a LLJ " I m m m " m m I LLJ �� L� 60 50 40 30 20 10 0 30 60 120 240 1 o f 1 y (IN FEET) L� = 1 INCH = 60 FT. D: 11 - - - u