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Home My WebLink AboutPacket for BZA 11-22-21 Faith Apostolic Church Special Use Amendment Request for Church Expansion Docket Number PZ-2021-00175 SU Amend City of Carmel Board of Zoning Appeals November 22, 2021 BZA Meeting Applicant: Faith Apostolic Church Attorneys: Nelson & Frankenberger, LLC Jim Shinaver, Attorney Jon C. Dobosiewicz, Land Use Professional 317-844-0106 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Map / Aerial Photograph 3. Building Perspectives 4. Building Elevations and Floor Plans 5. Site Plan 6. Landscape Plan 7. Lighting Plans 8. Demolition Plan 9. Special Use Amendment Ballot Sheet and Findings of Fact TAB 1 EXPLANATION OF REQUEST . Faith Apostolic Church (“Church”) is an important part of the City of Carmel’s healthy and vibrant religious community and because the Church has a growing congregation, it desires to expand its current church building to serve the needs of its congregation and ministry. The Church is located on the north side of 116th Street, east of the Monon Trail and has a common address of 1212 E. 116th Street (“Real Estate”). The Real Estate is zoned R-1 Residential and included in this brochure is a site location map that shows the location of the Real Estate. Previously, on August 23, 2021, the BZA Hearing Officer approved certain development standards variances associated with the Church’s planned expansion which included approval of variances for the allowable building height of a portion of the planned building addition and the front yard building setback. The next phase for the Church requires Special Use Amendment approval related to the improvements to be constructed on the Real Estate. In this regard, enclosed are the plans and exhibits that depict the Church’s Special Use Amendment request, including the architectural, site, landscape and lighting plans. Also included in this brochure is a Ballot Sheet and Findings of Fact for the Special Use Amendment request. We look forward to presenting this request to the BZA at your November 22, 2021, hearing. Respectfully submitted, TAB 2 Faith Apostolic Church Site Location Map / Aerial Photograph NORTH SITE 116 th Street TAB 3 TAB 4 PROPOSED A2.111-9-2021PROPOSED NORTH & SOUTH ELEVATIONSELEVATIONS FAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONNORTH & SOUTH PROPOSED A2.211-9-2021ELEVATIONS3-STORY EDUCATION EXPANSIONFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONEAST & WEST T1.1PROJECT LOCATION: 1212 E 116TH STREETFAITH APOSTOLIC CHURCHELECTRICALCIVIL STRUCTURALARCHITECTURALMECHANICALINDEX OF DRAWINGS:PLUMBINGOWNER`S REPRESENTATIVE:INDIANAPOLIS, INDIANA 46113ARCHITECT:M.E.P. ENGINEERING:OMEGA CHURCH CONSULTANTSPROJECT PLANNER/BUILDER:CIVIL ENGINEERING:CARMEL, INDIANA 46032BUILDING CODE REVIEWVICINITY MAP317-501-6819PROPOSED ELEVATION - VIEW FROM 116TH STREET11-9-2021JERRY TERRELL, P.E.308 1/2 W MAIN STREETRUSSELLVILLE, ARKANSAS 72801CARMEL, INDIANA 46032PASTOR MATHEW BALL 1212 E 116TH STREETSTRUCTURAL ENGINEERING:CORTLAND MORGAN, AIACORTLAND MORGAN ARCHITECT711 N FIELDER ROADARLINGTON, TEXAS 76012HTW ARCHITECTS, ENGINEERS, PLANNERSJEFF THOMAS, PRESIDENTFAITH APOSTOLIC CHURCH275 MEDICAL DRIVE #82CARMEL, IN 46032SPIARS ENGINEERING LLCSHEET NUMBERING:SHEET TYPE (I.E. ARCHITECTURAL, MECHANICAL, STRUCTURAL)SHEET NUMBER (I.E. 1.1, 1.2, 2.1 ETC. - REFER TO INDEXON TITLE SHEET)LEGAL DESCRIPTION8577 WASHINGTON BLVDINDIANAPOLIS, IN 46240JOHN CAMPBELL, P.E.CAMPBELL ENGINEERINGGEOTECHNICAL ENGINEERINGFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONTITLE SHEETCODE REVIEW:GREENWOOD, IN 46142ROBERT OVERTONMATERIALS TESTING & INSPECTIONS:4105 W 99TH STREETCARMEL, IN 46032ALT & WITZIG ENGINEERING4105 W 99TH STREETCARMEL, IN 46032ALT & WITZIG ENGINEERINGP. O. BOX 68RUSTY SPIARS, P.E.CLAY TWP, HAMILTON COUNTY, INDIANA, SECTION 36, TWP 18, RANGE 3PARCEL #16-09-36-054-01-002.00016-09-36-054-01-002.00016-09-36-054-01-003.00016-09-36-054-01-003.00016-09-36-054-01-004.00016-09-36-054-01-004.00016-09-36-054-01-005.00016-09-36-054-01-005.000Total AcreageACREAGE1.39- .24 Split R.O.W. to City of Carmel2.49- .21 Split R.O.W. to City of Carmel1.48- .272 Split R.O.W. to City of Carmel.68- .072 Split R.O.W. to City of Carmel5.246A1.11212 E. 116th STREET, CARMEL, INPROJECT LOCATION:FIRE ALARM SYSTEM BUILDINGA3.19-9-2021SECTIONS3-STORY EDUCATION EXPANSIONBUILDING SECTIONSFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION EXISTING A0.211-5-2021EXISTING ELEVATIONSELEVATIONS FAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION EXISTING A0.011-2-2021EXISTING FLOOR PLANFLOOR PLAN FAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONPLANNORTH WALL TYPES: DEMOLITION A0.111-4-2021DEMOLITION PLANFLOOR PLAN FAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONPLANNORTH WALL TYPES: FIRST FLOOR A1.011-9-2021FULL BUILDING PLANFULL BUILDING PLANPLANNORTH1st FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION WALL TYPES: A1.0D11-9-2021FULL BUILDINGPLANNORTH1st FLOOR DIMENSIONSFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION FIRST FLOOR FLOOR PLAN WITH DIMENSIONSWALL TYPES: FIRST FLOORA1.111-9-2021FLOOR PLAN3-STORY EDUCATION EXPANSIONPLANNORTH1st FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES: SECOND FLOORA1.211-9-2021FLOOR PLAN3-STORY EDUCATION EXPANSIONPLANNORTH2nd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES: THIRD FLOOR A1.311-9-2021FLOOR PLAN3-STORY EDUCATION EXPANSIONPLANNORTH3rd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION A4.411-2-20213-STORY EDUCATION EXPANSIONPLANNORTHRESTROOM PLANSFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES:EDUCATION BUILDING RESTROOM PLANSADA HANDRAILS & DIMENSIONS(TYPICAL) RESTROOM PLANSA4.511-2-20211st FLOOR RENOVATION PLANPLANNORTHRESTROOM PLANFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES:NEW PUBLICADA HANDRAILS(TYPICAL) DOORS & WINDOWS A5.111-9-20213-STORY EDUCATION EXPANSIONPLANNORTHDOORS & WINDOWSFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION DOOR SCHEDULE ROOM FINISH A5.210-27-2021SCHEDULE3-STORY EDUCATION EXPANSIONPLANNORTHROOM FINISH SCHEDULEFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION ROOM FINISH SCHEDULE FIRST FLOOR A6.110-27-2021CEILING PLAN3-STORY EDUCATION EXPANSIONPLANNORTH1st FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES: SECOND FLOORA6.210-14-2021CEILING PLAN3-STORY EDUCATION EXPANSIONPLANNORTH2nd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES: THIRD FLOOR A6.310-14-2021CEILING PLAN3-STORY EDUCATION EXPANSIONPLANNORTH3rd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION PUBLIC RESTROOMA6.411-5-2021CEILING PLAN3-STORY EDUCATION EXPANSIONPLANNORTH1st FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION WALL TYPES: PLATFORM A7.111-5-2021FRAMINGSANCTUARY EXPANSIONPLANNORTHPLATFORM FRAMINGFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONPLATFORM SECTION S1.111-2-20213-STORY EDUCATION EXPANSIONPLANNORTHFOUNDATION PLANFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONFOUNDATION PLAN S1.210-12-20213-STORY EDUCATION EXPANSIONPLANNORTHFOUNDATION DETAILSFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONFOUNDATION DETAILSS1.21FOUNDATION SECTIONSCALE = 1" = 1'0" S1.311-2-20213-STORY EDUCATION EXPANSIONPLANNORTHFLOOR FRAMING PLANFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION 2nd & 3rd FLOOR FLOOR FRAMINGS1.21STEEL COLUMN TYPES S1.410-12-20213-STORY EDUCATION EXPANSIONPLANNORTHROOF FRAMING PLANFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONROOF FRAMING A4.111-9-2021FULL BUILDINGPLANNORTHEVACUATION PLANFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONFIRST FLOOR EVACUATION PLAN SECOND FLOORA4.210-22-2021EVACUATION PLAN3-STORY EDUCATION EXPANSIONPLANNORTH2nd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSIONWALL TYPES: THIRD FLOOR A4.310-22-2021EVACUATION PLAN3-STORY EDUCATION EXPANSIONPLANNORTH3rd FLOORFAITH APOSTOLIC CHURCH MINISTRY FACILITY EXPANSION TAB 5 75’ REGULATED DRAIN ESMT75’ REGULATED DRAIN ESMT75’ REGULATED DRAIN ESMT C200SITE PLAN CKD. DR. DES. DATE PROJECT No:FAITH APOSTOLIC CHURCH BUILDING & SITE IMPROVEMENTS 1212 E. 116TH STREET, CARMEL, IN 46032 BIKEHOOPDETAILSITEDATAKnowwhat'sR TAB 6 C600LANDSCAPE PLAN CKD. DR. DES. DATE PROJECT No:FAITH APOSTOLIC CHURCH BUILDING & SITE IMPROVEMENTS 1212 E. 116TH STREET, CARMEL, IN 46032 TYP.SHRUBPLANTING:INDIVIDUALPLANTINGHOLETREEPLANTINGDETAILLANDSCAPEPLANTINGANDMATERIALNOTESPLANTLIST TAB 7 0.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.30.30.30.20.10.00.00.00.00.00.00.00.00.00.00.10.40.60.70.70.60.40.10.00.00.00.00.00.00.00.00.00.00.20.61.01.61.61.00.60.20.00.00.00.00.00.00.00.00.00.00.10.51.21.42.11.20.50.10.00.00.00.00.00.00.00.00.00.00.20.61.12.02.01.10.60.20.00.00.00.00.00.00.00.00.00.00.20.40.70.90.90.70.40.20.00.00.00.00.00.00.00.00.00.00.10.20.40.40.40.40.20.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.10.30.40.30.00.00.10.30.30.30.30.20.10.00.00.00.00.00.31.01.10.50.00.10.30.60.80.80.70.50.30.00.10.81.91.80.30.00.10.40.81.51.81.30.80.30.10.41.72.81.90.30.00.10.40.92.02.01.80.80.40.10.10.10.31.02.02.80.80.40.00.10.40.91.61.91.51.10.90.90.80.90.91.11.60.90.30.20.00.10.30.60.80.91.01.21.62.12.12.01.51.10.90.20.20.10.00.10.10.30.40.40.50.91.72.34.02.31.50.70.30.10.10.00.00.00.00.10.10.10.10.20.20.40.50.30.20.10.10.10.00.00.00.00.00.00.00.00.10.10.20.30.30.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.0S1 @ 22.5'S1 @ 22.5'S2 @ 22.5'S2 @ 22.5'ScheduleSymbolLabelQuantityManufacturerCatalog NumberDescriptionLumens Per LampLight Loss FactorWattageS12Lithonia LightingDSX1 LED P4 40K T5M MVOLTDSX1 LED P4 40K T5M MVOLT150420.95125S22Lithonia LightingDSX1 LED P4 50K T3M MVOLTDSX1 LED P4 50K T3M MVOLT142510.95125StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinCarParking_Grade1.3 fc4.0 fc0.0 fcN/AN/APavedArea_Grade1.2 fc4.0 fc0.1 fc40.0:112.0:1Site_Grade0.2 fc4.0 fc0.0 fcN/AN/AGENERAL NOTESGENERAL PLAN NOTES:·MH: AS NOTED'·POINTS CALCULATED AT: GRADE·LIGHT LOSS FACTOR: AS NOTEDNo.Revision/IssueDateFirm Name and AddressProject Name and AddressDrawn ByScaleDateDrawing #Sheet No.E101LS-21-2069 R19/10/21As NotedARHFAITH APOSTOLICCHURCHSITE LIGHTING PHOTOMETRIC8719 CASTLE PARK DRIVEINDIANAPOLIS, IN 46256WWW.LIGHTSOURCEINDIANA.COMp:317-598-6900DisclaimerThis lighting submittal is strictly based on the informationprovided to LIGHTsource, and is provided without warranty as to accuracy,completeness, reliability or otherwise. If the information (including but notlimited to floor-plans, reflected ceiling plans, electrical plans and specifications)provided to Acuity Brands is incomplete or not current (i.e., newer versionsexist), the accuracy of proposed design may be adversely affected. Once thislighting submittal is received by the customer or end-user (as applicable),it isthe obligation of the customer or end-user (as applicable) to consult with aprofessional engineering advisor to determine whether the proposed designmeets the applicable project requirements for lighting system performance,code compliance, safety, suitability and effectiveness for use in a particularapplication. In no event will LIGHTsource be responsible for any loss resultingfrom any use of any information contained in this lighting submittal.LIGHTING PHOTOMETRICSCALE : 1" = 20FT ÜÍÈÉï ÔÛÜ Í»®·» ÔÛÜ Ü®·ª» Ý«®®»²¬ Ý±´±® ¬»³°»®¿¬«®» Ü·¬®·¾«¬·±² Ê±´¬¿¹» Ó±«²¬·²¹ Ý±²¬®±´ Ñ°¬·±² ÜÍÈÉï ÔÛÜ ïðÝ ïð ÔÛÜ ø±²» »²¹·²»÷ îðÝ îð ÔÛÜ ø¬©± »²¹·²»÷ íëð íëð ³ß ëíð ëíð ³ß éðð éðð ³ß ïððð ïððð ³ß øï ß÷ íðÕ íððð Õ ìðÕ ìððð Õ ëðÕ ëððð Õ ßÓÞÐÝ ß³¾»® °¸±°¸±® ½±²ª»®¬»¼ ÌîÍ Ì§°» ×× Í¸±®¬ ÌîÓ Ì§°» ×× Ó»¼·«³ ÌíÍ Ì§°» ××× Í¸±®¬ ÌíÓ Ì§°» ××× Ó»¼·«³ ÌìÓ Ì§°» ×Ê Ó»¼·«³ ÌÚÌÓ Ú±®©¿®¼ Ì¸®±© Ó»¼·«³ ßÍÇÜÚ ß§³³»¬®·½ ÓÊÑÔÌ ï ïîð ï îðè ï îìð ï îéé ï íìé î ìèð î Í¸·°°»¼ ·²½´«¼»¼ ø¾´¿²µ÷ Í«®º¿½» ³±«²¬·²¹ ¾®¿½µ»¬ ÞÞÉ Í«®º¿½»ó ³±«²¬»¼ ¾¿½µ ¾±¨ øº±® ½±²¼«·¬ »²¬®§÷ í Í¸·°°»¼ ·²¬¿´´»¼ ÐÛ Ð¸±¬±»´»½¬®·½ ½»´´ô ¾«¬¬±² ¬§°»ì ÜÓÙ ðóïðÊ ¼·³³·²¹ ¼®·ª»® ø²± ½±²¬®±´÷ Ð×Î ïèðp ³±¬·±²ñ¿³¾·»²¬ ´·¹¸¬ »²±®ô äïëŽ ³¬¹ ¸¬ë Ð×ÎØ ïèðp ³±¬·±²ñ¿³¾·»²¬ ´·¹¸¬ »²±®ô ïëóíðŽ ³¬¹ ¸¬ ë Ð×ÎïÚÝíÊ Ó±¬·±²ñ¿³¾·»²¬ »²±®ô èóïëù ³±«²¬·²¹ ¸»·¹¸¬ô ¿³¾·ó »²¬ »²±® »²¿¾´»¼ ¿¬ 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Ü·¿¹®¿³ ×±º±±¬½¿²¼´» °´±¬ º±® ¬¸» ÜÍÈÉï ÔÛÜ îðÝ ïððð ìðÕò Ü·¬¿²½» ¿®» ·² «²·¬ ±º ³±«²¬·²¹ ¸»·¹¸¬ øïëŽ÷ò Ü·¬®·¾«¬·±² ±ª»®´¿§ ½±³°¿®·±² ¬± îëðÉ ³»¬¿´ ¸¿´·¼»ò ÌíÓ ÜÍÈÉï ÔÛÜ îðÝ ìðÕ ïððð ÌíÓô ÌÉÚî îëðÓ Ð«´»ô ïëŽ Ó±«²¬·²¹ Ø¬ ÌÉÚîæ îçïÉ ÜÍÈÉïæ éìÉ ÌíÍÌîÓ Ñ°¬·±² ¿²¼ ß½½»±®·» ÌíÓ ø´»º¬÷ô ßÍÇÜÚ ø®·¹¸¬÷ ´»²» ØÍ ó Ø±«»ó·¼» ¸·»´¼ ÞÍÉ ó Þ·®¼ó¼»¬»®®»²¬ °·µ» ÉÙ ó É·®» ¹«¿®¼ ÊÙ ó Ê¿²¼¿´ ¹«¿®¼ Catalog Number Notes Type OUTDOOR POLE-SSS FEATURES & SPECIFICATIONS INTENDED USE — These specifications are for USA standards only. Square Straight Steel is a general purpose light pole for up to 39-foot mounting heights. This pole provides a robust yet cost effective option for mounting area lights and floodlights. CONSTRUCTION — Pole Shaft: The pole shaft is of uniform dimension and wall thickness and is made of a weldable-grade, hot-rolled, commercial-quality steel tubing with a minimum yield of 55 KSI (11-gauge, .1196"), or 50 KSI (7-gauge, .1793"). Shaft is one-piece with a full-length longitudinal high- frequency electric resistance weld. Uniformly square in cross-section with flat sides, small corner radii and excellent torsional qualities. Available shaft widths are 4", 5" and 6". Pole Top: A flush non-metalic black top cap is provided for all poles that will receive drilling patterns for side-mount luminaire arm assemblies or when ordered with PT option. Handhole: A reinforced handhole with grounding provision is provided at 18" from the base on side A. Positioning the handhole lower may not be possible and requires engineering review; consult Tech Support-Outdoor for further information. Every handhole includes a cover and cover attachment hardware. The handhole has a nominal dimension of 2.5" x 5". Base Cover: A durable ABS plastic two-piece full base cover, finished to match the pole, is provided with each pole assembly. Additional base cover options are available upon request. Anchor Base/ Bolts: Anchor base is fabricated from steel that meets ASTM A36 standards and can be altered to match existing foundations; consult factory for modifications. Anchor bolts are manufactured to ASTM F1554 Standards grade 55, (55 KSI minimum yield strength and tensile strength of 75-95 KSI). Top threaded portion (nominal 12") is hot-dipped galvanized per ASTM A-153. HARDWARE – All structural fasteners are high-strength galvanized carbon steel. All non-structural fasteners are galvanized or zinc-plated carbon steel or stainless steel. FINISH – Extra durable standard powder-coat finishes include Dark Bronze, White, Black, Medium Bronze and Natural Aluminum colors. Classic finishes include Sandstone, Charcoal Gray, Tennis Green, Bright Red and Steel Blue colors. Architectural Colors and Special Finishes are available by quote and include, but are not limited to Hot-dipped Galvanized, Paint over Hot-dipped Galvanized, RAL Colors, Custom Colors and Extended Warranty Finishes. Factory-applied primer paint finish is available for customer field-paint applications. BUY AMERICAN – Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. INSTALLATION – Do not erect poles without having fixtures installed. Factory-supplied templates must be used when setting anchor bolts. Lithonia Lighting will not accept claim for incorrect anchorage placement due to failure to use Lithonia Lighting factory templates. If poles are stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage. Lithonia Lighting is not responsible for the foundation design. WARRANTY — 1-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions NOTE: Actual performance may differ as a result of end-user environment and application. Specifications subject to change without notice. Anchor Base Poles SSS SQUARE STRAIGHT STEEL See footnotes next page. Buy American POLE-SSS OUTDOOR: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com ©1994-2021 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/18/21 SSS Square Straight Steel Poles NOTES: 1. Handhole covers (HHC), full base covers (FBC) and top caps (TC) shipped separately. No need to call out in nomencla- ture. For additional parts please order as replacements. 2. Wall thickness will be signified with a "C" (11 Gauge) or a "G" (7-Gauge) in nomenclature. "C" - 0.1196" | "G" - 0.1793". 3. PT open top poles include top cap. When ordering tenon mounting and drill mounting for the same pole, follow this example: DM28/T20. The combination includes a required extra handhole. 4. Refer to the fixture spec sheet for the correct drilling template pattern and orientation compatibility. 5. Insert "1" or "2" to designate fixture size; e.g. DM19AST2. 6. Specify location and orientation when ordering option. For "x": Specify the height above the base of pole in feet or feet and inches; separate feet and inches with a "-". Example: 5ft = 5 and 20ft 3in = 20-3 For "y": Specify orientation from handhole (A,B,C,D) Refer to the Handhole Orientation diagram below. Example: 1/2" coupling at 5' 8 ", orientation C = CPL12/5-8C 7. Horizontal arm is 18" x 2-3/8" O.D. tenon standard, with radius curve providing 12" rise and 2-3/8" O.D. If ordering two horizontal arm at the same height, specify with HAxyy. Example: HA20BD. 8. Combination of tenon-top and drill mount includes extra handhole. EHH does not include cover, order replacement part if needed. 9. Provides enhanced corrosion resistance. 10. Use when mill certifications are required. 11. Additional colors available; see www.lithonia.com/archcolors or Architectural Colors brochure (Form No. 794.3). Available by formal quote only, consult factory for details. SSS Series Nominal fixture mounting height Nominal shaft base size/wall thickness 2 Mounting 3 Options Finish 11 SSS 1 10'-39' (for 1/2 ft increments, add -6 to the pole height. Ex: 20-6 equals 20ft 6in.) See technical information table for complete ordering information.) 4C 4" 11g (.1196") 4G 4" 7g (.1793") 5C 5" 11g (.1196") 5G 5" 7g (.1793") 6G 6" 7g (.1793") See technical information table for complete ordering information.) Tenon mounting PT Open top (includes top cap) T20 2-3/8" O.D. (2" NPS) T25 2-7/8" O.D. (2-1/2" NPS) T30 3-1/2" O.D. (3" NPS) T35 4" O.D. (3-1/2" NPS) KAC/KAD/KSE/KSF/KVR/KVF Drill mounting DM19 1 at 90° DM28 2 at 180° DM28 PL 2 at 180° with one side plugged DM29 2 at 90° DM39 3 at 90° DM49 4 at 90° CSX/DSX/RSX/AERIS™/OMERO™/ HLA/KAX Drill mounting DM19AS 1 at 90° DM28AS 2 at 180° DM29AS 2 at 90° DM39AS 3 at 90° DM49AS 4 at 90° RAD drill mounting DM19RAD 1 at 90° DM28RAD 2 at 180° DM29RAD 2 at 90° DM39RAD 3 at 90° DM49RAD 4 at 90° ESX Drill mounting DM19ESX 1 at 90° DM28ESX 2 at 180° DM29ESX 2 at 90° DM39ESX 3 at 90° DM49ESX 4 at 90° AERIS™ Suspend drill mounting 4,5 DM19AST_1 at 90° DM28AST_2 at 180° DM29AST_2 at 90° DM39AST_3 at 90° DM49AST_4 at 90° OMERO™ Suspend drill mounting 4,5 DM19MRT_1 at 90° DM28MRT_2 at 180° DM29MRT_2 at 90° DM39MRT_3 at 90° DM49MRT_4 at 90° Shipped installed VD Vibration damper HAxy Horizontal arm bracket (1 fixture) 6,7 FDLxy Festoon outlet less electrical 6 CPL12/xy 1/2" coupling 6 CPL34/xy 3/4" coupling 6 CPL1/xy 1" coupling 6 NPL12/xy 1/2" threaded nipple 6 NPL34/xy 3/4" threaded nipple 6 NPL1/xy 1" threaded nipple 6 EHHxy Extra handhole 6,8 NEC NEC 410.30 compliant gasketed handhole (Not UL Labeled) IC Interior coating 9 L/AB Less anchor bolts (Include when anchor bolts are not needed) TP Tamper resistant handhole cover fasteners UL UL listed with label (Includes NEC compliant cover) BAA Buy America(n) Act Compliant 10 Standard colors DDBXD Dark bronze DWHXD White DBLXD Black DMBXD Medium bronze DNAXD Natural aluminum Classic colors DSS Sandstone DGC Charcoal gray DTG Tennis green DBR Bright red DSB Steel blue Architectural Colors and Special Finishes Galvanized, Paint over Galvanized, RAL Colors, Custom Colors and Extended Warranty Finishes available. ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: SSS 20 5C DM19 DDB POLE-SSS OUTDOOR: One Lithonia Way Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com ©1994-2021 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/18/21 BASE DETAIL 18" POLE DATA Shaft base size Bolt circle A Bolt projection B Base diameter C Base plate thickness Template description Anchor bolt description Anchor bolt and template number Anchor bolt description 4"C 8" – 9" 3.25"- 3.75" 8"- 8.25" 0.75" ABTEMPLATE PJ50004 AB18-0 ABSSS-4C 3/4"x18"x3" 4"G 8" – 9" 3.38"- 3.75" 8"- 8.25" 0.875" ABTEMPLATE PJ50004 AB30-0 ABSSS-4G 3/4"x30"x3" 5" 10" – 12" 3.5"- 4" 11" 1" ABTEMPLATE PJ50010 AB36-0 ABSSS-5 1"x36"x4" 6" 11" – 13" 4"- 4.50" 12.5" 1" ABTEMPLATE PJ50011 AB36-0 N/A 1"x36"x4" TECHNICAL INFORMATION — EPA (ft2) with 1.3 gust Catalog Number Nominal Shaft Length (ft.)* Pole Shaft Size (Base in. x Top in. x ft.) Wall thick (in) Gauge EPA (ft2) with 1.3 gust Bolt circle (in) Bolt size (in. x in. x in.) Approximate ship weight (lbs.)80 MPH Max. weight 90 MPH Max. weight 100 MPH Max. weight SSS 10 4C 10 4.0 x 10.0 0.1196 11 30.6 765 23.8 595 18.9 473 8--9 3/4 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.1196 11 24.4 610 18.8 470 14.8 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.1196 11 19.9 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.1196 11 15.9 398 11.8 295 8.9 223 8--9 3/4 x 18 x 3 115 SSS 18 4C 18 4.0 x 18.0 0.1196 11 12.6 315 9.2 230 6.7 168 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.1196 11 9.6 240 6.7 167 4.5 150 8--9 3/4 x 18 x 3 140 SSS 20 4G 20 4.0 x 20.0 0.1793 7 14 350 11 275 8 200 8--9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.1196 11 17.7 443 12.7 343 9.4 235 10--12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20.0 0.1793 7 28.1 703 21.4 535 16.2 405 10--12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.1196 11 4.8 150 2.6 100 1 50 8--9 3/4 x 18 x 3 170 SSS 25 4G 25 4.0 x 25.0 0.1793 7 10.8 270 7.7 188 5.4 135 8--9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.1196 11 9.8 245 6.3 157 3.7 150 10--12 1 x 36 x 4 225 SSS 25 5G 25 5.0 x 25.0 0.1793 7 18.5 463 13.3 333 9.5 238 10--12 1 x 36 x 4 360 SSS 30 4G 30 4.0 x 30.0 0.1793 7 6.7 168 4.4 110 2.6 65 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.1196 11 4.7 150 2 50 -- -- 10--12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.1793 7 10.7 267 6.7 167 3.9 100 10--12 1 x 36 x 4 380 SSS 30 6G 30 6.0 x 30.0 0.1793 7 19 475 13.2 330 9 225 11--13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 35.0 0.1793 7 5.9 150 2.5 100 -- -- 10--12 1 x 36 x 4 440 SSS 35 6G 35 6.0 x 35.0 0.1793 7 12.4 310 7.6 190 4.2 105 11--13 1 x 36 x 4 540 SSS 39 6G 39 6.0 x 39.0 0.1793 7 7.2 180 3 75 -- -- 11--13 1 x 36 x 4 605 * EPA values are based ASCE 7-93 wind map. For 1/2 ft increments, add -6 to the pole height. Ex: 20-6 equals 20ft 6in. IMPORTANT INSTALLATION NOTES: • Do not erect poles without having fixtures installed. • Factory-supplied templates must be used when setting anchor bolts. Lithonia Lighting will not accept claim for incorrect anchorage placement due to failure to use Lithonia Lighting factory templates. • If poles are stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage. • Lithonia Lighting is not responsible for the foundation design. A C HANDHOLE ORIENTATION A Handhole B C D Default DM19 is on side B. SSS Square Straight Steel Poles TAB 8 75’ REGULATED DRAIN ESMT75’ REGULATED DRAIN ESMT75’ REGULATED DRAIN ESMT C100DEMOLITION PLAN CKD. DR. DES. DATE PROJECT No:FAITH APOSTOLIC CHURCH BUILDING & SITE IMPROVEMENTS 1212 E. 116TH STREET, CARMEL, IN 46032Knowwhat'sR TAB 9 CARMEL/CLAY BOARD OF ZONING APPEALS BALLOT SHEET for FINDINGS OF FACT – SPECIAL USE AMENDMENT REQUEST Docket No.: PZ-2021-00175 Petitioner: Faith Apostolic Church Request: U.D.O. Section 2.07: Special Use Amendment Approval for church expansion and site improvements. 1._________________________________________________________________________________________ ______________________________________________________________________________. 2. _____________________________________________________________________________________ _____________________________________________________________________________________. 3. _____________________________________________________________________________________ _____________________________________________________________________________________. 4.__________________________________________________________________________________________ _____________________________________________________________________________________. 5.__________________________________________________________________________________________ _______________________________________________________________________________. DATED THIS 22nd DAY OF NOVEMBER, 2021. __________________________________________________ Board of Zoning Appeals Member FINDINGS OF FACT FOR SPECIAL USE AMENDMENT CARMEL/CLAY BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No.: PZ-2021-00175 - Special Use Amendment Petitioner: Faith Apostolic Church expansion and site improvements. FINDINGS OF FACT – SPECIAL USE 1. The premises in question is particularly physically suitable for the proposed Special Use because: The subject site is approximately 6 acres and is more than adequate for the planned church expansion (parking lot area and building addition) and the Church has operated on this site for a number of years, is served by water, sewer and all necessary utilities and has adequate ingress and egress to the site. As a result of the foregoing, the subject premises is particularly suitable for the proposed Special Use. 2. The Special Use will not injuriously or adversely affect economic factors, such as cost/benefit to the community and its anticipated effect on surrounding property values because : In addition to the information provided in paragraph #1 above, the Church as operated on the site for a number of years, the building expansion and site improvements are designed to be complimentary to the surrounding residential uses and will “freshen up” the site with new improvements and landscaping. As a result, the special use amendment request should not have a detrimental or adverse impact to surrounding property values. 3. The Special Use will be consistent with social/neighborhood factors, such as compatibility with existing uses and those permitted under current zoning in the vicinity of the premises under consideration and how the proposed Special Use will a1ffect neighborhood integrity because: As evidenced by the information provided in paragraphs #1 and #2 above, t he Applicant’s proposed special use amendment request is designed to be complimentary to the existing Church building and to the surrounding residential uses. As a result of the foregoing, the proposed special use amendment should be compatible to the uses surrounding the subject site. 4. The Special Use will not injuriously or adversely affect the adequacy and availability of water, sewage and storm drainage facilities and police and fire protection because : The Real Estate is currently served by adequate water, sewage and storm drainage facilities, along with police and fire protection. The proposed scale of the site and building improvements will not have an injurious or adverse impact on the water, sewage and storm drainage facilities, nor on the police and fire protection services that all currently serve the site. 5. The Special Use will not adversely affect vehicular and pedestrian traffic in and around the premises upon which the Special Use is proposed because: The Church has operated on this site for a number of years, is served by adequate vehicular and pedestrian access and the planned improvements will not adversely effect the existing vehicular and pedestrian activity in and around the subject site. DECISIO N Yes ____No: The Board has reviewed the requirements of A rticle 9 of the Unified Development Ordinance as they relate to this Special Use Amendment request, and does not find that those criteria prevent the granting of the Special Use. It is therefore the decision of the Carmel Board of Zoning Appeals that Special Use Amendme nt Docket No. __________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this 22nd day of November, 2021. ___________________________________________ _________________________________ CHAIRPERSON, Carmel/Clay Board of Zoning Appeals ____________________________________________ ________________________________ SECRETARY, Carmel/Clay Board of Zoning Appeals ____________________________________________ _______________________________ Conditions of the Board are listed on the back (Petitioner or his representative to sign).