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HomeMy WebLinkAbout21-10P Messiah Church Min Imp G:\jobs\2558\Docs\Applications\2021\IWA\2558 - IWA Abutter Notice.doc P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticu t, Massachusetts, & Rhode Island February 26, 2021 Re: Inland Wetlands & Watercourses Application 296 & 300 Buckland Road, South Windsor, CT 06074 Dear Abutting Property Owner: In accordance with Section 7.3b of the “Town of South Win dsor Inland Wetlands, Watercourses, and Conservation Regulations”, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to the hearing to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860 -291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. Benjamin P. Wheeler, PLA Director of Operations Cc: Town of South Windsor Client TOWN OF SOUTH WINDSOR, CONNECTICUT 2558 IWA Direct Abutters Mailing List Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 81800020 20 SELE DRIVE BASILE MARK T & ROBERTA L 20 SELE DRIVE SOUTH WINDSOR CT 06074- 0000 81800032 32 SELE DRIVE MARGIOTT PAUL R & VICTORIA A M 32 SELE DRIVE SOUTH WINDSOR CT 06074- 0000 81800048 48 SELE DRIVE LOPEZ JAMI 48 SELE DRIVE SOUTH WINDSOR CT 06074- 0000 81800058 58 SELE DRIVE CAO DENNIS HAN & MICHELLE YEUNG 58 SELE DRIVE SOUTH WINDSOR CT 06074- 0000 31300101 101 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 31300201 201 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 31300301 301 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 31300401 401 EVERGREEN WAY CURRENT RESIDENT 2650 THOUSAND OAKS #3150 MEMPHIS TN 38118- 0000 31300501 501 EVERGREEN WAY CURRENT 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rofessionals · · · esign rofessionals 285 DEMING STREET RAJU UDAI K &27600285 179 BUCKLAND ROAD CURRENT RESIDENT 15300179 325 BUCKLAND ROAD SOUTH WINDSOR TOWN OF 15300325 67 RIDGE ROAD JACQUES ANN M 75600067 20 SELE DRIVE BASILE MARK T & ROBERTA L 81800020 32 SELE DRIVE MARGIOTT PAUL R & VICTORIA A M 81800032 33 SELE DRIVE ATTIANESE VINCENT & ANTONINA C 81800033 45 SELE DRIVE KOCHERLA MOHAN R &81800045 48 SELE DRIVE LOPEZ JAMI 81800048 55 SELE DRIVE ALKHAYER LEWA 81800055 58 SELE DRIVE CAO DENNIS HAN & MICHELLE YEUNG 81800058 100 CEDAR AVENUE REALTY INCOME PROPERTIES 21 LLC 17850100 2800 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES LLC 89302800 35 TAMARACK AVENUE BUCKLAND ROAD RETAIL LLC 89300035 EVERGREEN WAY EVERGREEN WALK LIFESTYLE CENTER LLC 31300000 2400 TAMARACK AVENUE EVERGREEN MEDICAL ASSOCIATES II LLC 89302400 235 DEMING STREET ASTICOU INVESTMENT, LLC 27600235 1000 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651000 1200 LONGLEAF LANE RHD SOUTH WINDSOR LLC 54651200 50 ANDREWS WAY SOUTH WINDSOR DEVELOPERS LLC 3200050 900 HEMLOCK AVENUE EVERGREEN CROSSING RETIREMENT 41350900 1000 EVERGREEN WAY CD-HRA (WINDSOR) LLC 31301000 340 BUCKLAND ROAD J HANNOUSH FAMILY OF SOUTH WINDSOR LLC 15300340 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 15300350 241 DEMING STREET TRIVIK BUILDERS LLC 27600241 240 BUCKLAND ROAD 515 WEST MIDDLE TURNPIKE 15300240 247 DEMING STREET GLOVER MARGARET A 27600247 251 BUCKLAND ROAD EVERGREEN WALK LLC 15300251 350 BUCKLAND ROAD BUCKLAND COMMONS LLC 15300350 274 BUCKLAND ROAD 1 MUNSON ROAD LLC 15300274 99 RIDGE ROAD WOLF BEVERLY G 75600099 326 BUCKLAND ROAD SCHIAVONE STEVEN & LUCIA KAWA 15300326 © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s © ··· es i g n ro f e s s i o n a l s · · · ’ · · · · ’ · © ··· es i g n ro f e s s i o n a l s “ ” · ·” ·“” · · · © ··· es i g n ro f e s s i o n a l s Δ es i g n ro f e s s i o n a l s © ···· · · · A-201 2 PULPIT LECTERN COATS COATS A-202 1 A-2022 2332 SF SANCTUARY 100 17 SF VESTIBULE 101 475 SF ALTAR 110 EXISTING FRONT WALL OF SANCTUARY TO BE REMOVED 42 SF VEST. 106 SOUND BOARD 2 A-301 1 A-303 3 A-303 1 A-304 2 A-304 100 102 B GG VESTRY 102 A-401 2 ALTER GUILD 101 - - 1' - 4 " 3' - 4"6' - 0"3' - 4" 2' - 0 " 2' - 0 " 71' - 8" 41' - 4" 41' - 4"10' - 8"8' - 0"11' - 8" 33 ' - 0 " 24 ' - 8 " 6' - 4 " 8' - 0 " 57 ' - 4 " 14 ' - 0 " 7' - 4 " 79 ' - 4 " 6' - 4" 3' - 8 " 3' - 8 " 20' - 0"4'-4". 4' - 4 " 8' - 0" M.O. 3' - 4"19' - 0" 2' - 4 " M.O. 3' - 4" 19' - 0 " 8' - 0" 1' - 4" 1' - 4 " 15' - 4 " 3' - 4"5' - 8" 101 2 A-303 A A 8' - 8" 10" 8' - 8"10'-8". 2' - 2 1/4 " 3' - 6" 1' - 6" 7' - 6 3/4" 15 ' - 7 1/ 2" 5' - 3"5' - 2"12' - 4" 5' - 1 " 3' - 0" 3' - 2 " 5' - 2 " 7' - 3 1/ 4" 5' - 0" 5' - 2" 2' - 11 " 3' - 6"1' - 0" 6" 4' - 0" 2' - 2" 166 SF STORAGE 107 134 SF WOMEN 108 135 SF MEN 109 173 SF CORRIDOR 105 77 SF ELECTRICAL 104 100 SF KITCHEN 103 694 SF MEETING ROOM 102 3' - 8" 4' - 8" 5' - 0" 1' - 4" 1' - 4" 1' - 8" 1' - 8" 26' - 6 1/4" 8' - 0" 8' - 0 " 1 A-305 2 A-305 3 A-305 4 A-305 1 A-301 3 A-301 4 A-301 21' - 3 1/4" 4' - 8" 2' - 8"2' - 7" 1' - 0" 3' - 8" 2 1 0 . 0 0 °210.00° 4' - 8" 1' - 0" 3' - 8 " 6' - 1 1/2"6' - 0 1/2" 1 A-302 2 A-302 3 A-302 C A-101 2 3 A-303 1 A-401 A-4013 5 4 PROVIDE NEW CONCRETE SLAB DOWELED INTO EXISTING SLAB, TRANSITION BETWEEN SLABS SHALL BE SMOOYJ AND FLUSH READY TO ACCEPT FINISH FLOORING 1 2 3 4 5 6 7 8'- 0". 8' - 0" 8' - 0" 8' - 0 " 8' - 0" 8' - 0" 8' - 0 " 8". MOVABLE CHAIRS IN SANCTUARY D G E NEW WINDOW HC HC A-101 3 28' - 8"6' - 4" 4'-4". 8' - 0" 4' - 4 " 4 5 .0 0 °45.00° IN FILL WALL REMOVE EXISTIN G DOOR RELOCATE EXISTIN G D OOR DOOR REMOVE EXIS TIG INFILL EXISTING DOOR OPENING WITH 2XSTUD WALLS, BATT INSULATION AND 5/8" DRYWALL, ALIGN STUD TO ENSURE DRYWALL IS FLUSH WITH INIDE EDGE OF GROUT AT ADJACENT WALL PROVIDE NEW LINTAL TO SUPPORT CMU WALL STRUCTURE ABOVE. OLD LINTALS SHALL BE REMOVED, NEW LINTAL SHALL BE SIZED TO SPAN THE WHOLE DISTANCE REMOVE WALL SEE STRUCTURAL DRAWINGS FOR LINTAL/HEADER SIZING 1 2 3 ALL DIMENSIONS SHOWN ARE TO FACE OF STUD OR FACE OF BLOCK UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL COORDINATE WITH MECHANICAL. ELECTRICAL AND PLUMBING TRADES TO ENSURE INSTALLATION REQUIREMENTS FOR CLEARANCES AND ACCESS AROUND PIPES, WIRING, DUCTWORK, EQUIPMENT ETC. IS PROVIDED WHILE MAINTAING STRUCTURAL FRAMING REQUIRMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRADES WORK INCLUDING DUCTWORK, MECHANICAL EQUIPMENT, ELECTRICAL WIRING, LIGHTING AND PLUMBING LAYOUTS. CONTRACTOR TO PROVIDE ALL SOFFITS & BOX- OUTS AS REQUIRED TO CONCEAL ALL MEP, HVAC, & ELEC. WORK. ALL DOOR ROUGH OPENINGS ARE 4" FROM NEAREST STUD/CMU FACE UNLESS OTHERWISE NOTED. DOOR CLEARANCES ARE 18" CLEAR ON PULL SIDE & 12" CLEAR ON PUSH SIDE. ALL DOORS SHALL COMPLY WITH ANSII A-117 2009 HANDICAPPED ACCESSIBILITY CLEARANCE REQUIREMENTS FOR THE VARIUS APPLICABLE DOOR APPROACHES. PROVIDE DEPRESSED AREAS (RMP)UNDER SLAB FOR RADON REMOVAL. AREAS SHALL BE 48"x48"x8" DEEP 3/8" CRUSHED STONE WITH 3" PERFORATED PVC PIPE CONNECTED TO SCHEDULE 40 PVC PIPE VENTED UP THROUGH BUILDING UP THROUGH THE ROOF WITH GOOSENECK SCREENED TERMINATION. PROVIDE FIRE EXTINGUISHER AS REQUIRED PER NFPA 10. COORDINATE QUANTITIES AND FINAL LOCATION WITH LOCAL AUTHORITY HAVING JURISDICTION. INSTALL FIRE EXTINGUISHER CABINET PLUMB AND LEVEL RECESSED IN WALL OPENING 18" FROM FINISHED FLOOR TO INSIDE BOTTOM OF CABINET THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND ELEVATIONS IN FIELD AND REPORT ANY DISCREPENCIES TO THE ARCHITECT. 1 2 3 IN FIL L OPENING REMOVE DOOR DOOR REMOVE WALL REMOVE NEW D OOR INFILL EXISTING DOOR OPENING WITH 2XSTUD WALLS, BATT INSULATION AND 5/8" DRYWALL, ALIGN STUD TO ENSURE DRYWALL IS FLUSH WITH INIDE EDGE OF GROUT AT ADJACENT WALL SEE STRUCTURAL DRAWINGS FOR LINTAL/HEADER SIZING PROVIDE NEW LINTAL ABOVE OPENING DOORS SHALL BE 5'-0" WIDE EXISTING DOOR CAN BE RELOCATED TO NEW DOOR FROM SANCTUARY TO CORRIDOR Job.No. 9/ 2 8 / 2 0 2 0 1 0 : 1 0 : 0 7 A M \\ H S A M A I N \ A u t o d e s k \ C u r r e n t P r o j e c t s \ M e s s i a h E V L u t h e r a n C h u r c h \ C D \ M e s s i a h E V L u t h e r a n C h u r c h - C D F I N A L V 2 . r v t YYYY-2020 A-101 NOT FOR CONSTRUCTION REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 FIRST FLOOR PLAN 1/4" = 1'-0"2 ALTERNATE 02 1" = 1'-0" GENERAL CONSTRUCTION NOTES 1/4" = 1'-0"3 ALTERNATE 01 FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 10' - 2" 10' - 10" 11' - 6" R 5' - 9" EFIS EFIS EXISTING MASONRY EXISTING MASONRY NEW WINDOW 11'-8". NEW WINDOW 8' - 0 " 1X10 PVC TRIM BOARDS 1/2" PVC PANELING 1X10 PVC VERTICAL JOINT BOARDS EFIS 1X8 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS AT E XIS TING STUD W ALLS NEW BUIL T U P EFIS E XTERIOR 1" EFIS INSET AT EACH DIMENSION (3) PREFABRICATED ANODIZED ALUMINUM CROSS FROM CFBSINC SQUARE BODY STYLE SC-12 12' - 0" 2' - 5" 8' - 5 " 1' - 2 " 6' - 0" 2' - 5"2' - 5"1' - 2" BUILT-UP EFIS TRIM BAND AT TOP OF EXISTING BLOCK 12 9 GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 12 9 ROOF S TRUCTURE 13' - 4" 1X8 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS 1" EFIS INSET NEW EFIS ON BUILT UP WOOD STUD WALLSEXISTING CMU EXTERIOR WALLS TO REMAIN. NEW MASONRY WALLS SHALL MATCH EXISTING MASONRY FINISH NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY NEW ROOF OVER NEW ENTRY EXISTING AWNING WINDOWS TO REMAIN EXISTING MASONRY EXISTING 8'h ENTRY DOORS TO REMAIN 4 A-304 2 A-305 3 A-305 1 A-301 3 A-301 1 A-302 2 A-302 1 A-401 2 A-103 A-401 6 3' - 4"3' - 4" EXIS TING CMU C OURSIN G 7' - 0 " NEW CMU 3' - 0" PROVIDE NEW CMU TO MATCH EXISTING REMOVE EXISTING WINDOWS INFILL WALL OPENING WHERE WINDOWS WERE REMOVED NEW MASONRYNEW MASONRY NEW ROOF TRUSSES GENERAL ENTRY ROOF NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. CONT. VINYL SOFFIT 6' - 0" FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 1 A-304 EXISTING MASONRY EXISTING STUCCO 12 7 GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 5/8" G.W.B. CEILING. OVER EXISTING FLAT ROOFED SANCTUARY NEW PITCHED ROOF TRUSS STRUCTURE OVER EXISTING FALT ROOFED HALL NEW PITCH ROOF TRUSS STRUCTURE NEW ADDITON NEW ADDITION TO SANCTUARY 13' - 4 9/16" 1x12 PVC FASCIA BOARDS 1X4 PVC TRIM BOARDS EXISTING CMU EXTERIOR WALLS TO REMAIN. NEW MASONRY WALLS SHALL MATCH EXISTING MASONRY FINISH NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY NEW ROOF OVER NEW ENTRY EXISTING WINDOWS TO REMAIN 2' - 6" NEW 4x4x16" CMU WALL TO MATCH EXISTING CMU NEW 4x4x16" CMU WALL TO MATCH EXISTING CMU 100 1/2" PVC PANELING 1X6 PVC TRIM BOARDS 12 7 1x12 PVC FASCIA BOARDS2 A-303 4 A-305 4 A-301 3 A-302 1234567 RTU 30 C OURSES 4x4x16 10' - 0" EFIS 2' - 6 " EFIS 5' - 10" 30 COURSES 4 x4x16 10' - 0" 9' - 8" 3 A-103 EFIS 6' - 11 1 /2" MASONRY 10' - 0" Job.No. 9/ 2 8 / 2 0 2 0 1 0 : 1 0 : 1 5 A M \\ H S A M A I N \ A u t o d e s k \ C u r r e n t P r o j e c t s \ M e s s i a h E V L u t h e r a n C h u r c h \ C D \ M e s s i a h E V L u t h e r a n C h u r c h - C D F I N A L V 2 . r v t YYYY-2020 A-201 REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 WEST ELEVATION (FRONT SIDE) 1/4" = 1'-0"2 NORTH ELEVATION (LEFT SIDE) FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" 1 A-303 EFIS 1X10 PVC RAKE BOARDS 1x12 PVC FASCIA BOARDS GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 102 NEW 4x4x16 CMU TO MATCH EXISTING CONTINUOUS EFIS TRIM BAND PROVIDE SCUPPERS TO DOWNSPOUTS TO SPLASH BLOCKS TO DIVERT STORM WATER AWAY FROM STRUCTURE NEW ADDITION TO FELLOWSHIP HALL NEW 4x4x16 CMU TO MATCH EXISTING 9" 1'-0" 3 A-304 4 A-304 2 A-305 3 A-305 1 A-301 3 A-301 1 A-302 2 A-302 1 A-401 2 A-103 58 COURSES 16' - 11 1/2" 30 COUR SES 10' - 0" EFIS EFIS EXISTING WINDOWS RELOCATED TO NEW WALL VINYL FENCE SCUPPERS TO SPLASH BLOCKS 6" ALUMINUM GUTTERS EFIS AT TOP OF WALL 30 C OURSES 10' - 0 " 29 COURSES 9' - 8" M.O. 3' - 4"8' - 0"3' - 4"19' - 0"41' - 4" 6' - 4"6' - 5" 38 COURSES 12' - 8 " 2' - 8 "1' - 7 1/2" NEW ROOF ASSEMBLY FULLY ADHERED 60 ML. EPDM ROOFING RIGID ISULATION DEPTH TO R30 3/4" PLYWOOD ROOF DECKING. WOOD ROOF FRAMING TRUSSES @24" O.C. POLY VAPOR BARRIER (INTERIOR SIDE) 5/8" GYPSUM BOARD EFIS ON E XIS TING SANCTUARY NEW PIT CHED R OOF TO EXISTING SANCTUARY NEW ADDITION CONNECTED PROVIDE GUTTERS TO DOWNSPOUTS TO SPLASH BLOCKS TO DIVERT STORM WATER AWAY FROM STRUCTURE FIRST FLOOR 0' -0" TOP OF NEW MASONRY 10' -0" TOP OF PLATE @ NEW ROOF 16' -11 1/2" TOP OF EXIST. BEAM 15' -10" TOP OF EXIST. PARAPET 12' -6" GENERAL PITCHED ROOFING NOTES FIBERGLASS ARCH. ROOF SHINGLES . PRE-FINISHED ALUM. BRAKE MTL FLASHINGS 15# ASPHALT SATURATED FELT ICE & WATER SHIELD 5'-0" UP EAVES W/6" LAP JOINT " 5/8" CDX PLYWOOD SHEATHING ROOF TRUSSES AT 2'-0" O.C.. MIN. R-49 ATTIC INSULATION (CERTIFIED) CONT. 6 MIL POLY VAPOR BARRIER INSULATION BAFFLES AT ALL TRUSS BAYS CONT. VINYL SOFFIT VENTS CONT. CORRUGATED RIDGE VENTS 5/8" G.W.B. CEILING. OVER EXISTING FLAT ROOFED SANCTUARY NEW PITCHED ROOF TRUSS STRUCTURE NEW EFIS TRIM BAND AT TOP OF EXISTING MASONRY EXISTING 4x4x16 CMU NEW 4x4x16 CMU TO MATCH EXISTING TOOTH IN NEW CMU BLOCKS INTO EXISTING 2 A-303 4 A-305 4 A-301 3 A-302 1 2 3 4 5 6 7 12' - 8" 2' - 8" 30 C OURSES 10' - 0" EFIS 5' - 1 0" EXISTING WINDOWS RELOCATED SHALL REMAIN EXISTING MASONRY 3 A-103 NEW MASONRY 10 ' - 0 " EFIS 6' - 11 1/2" Job.No. 9/ 2 8 / 2 0 2 0 1 0 : 1 0 : 2 0 A M \\ H S A M A I N \ A u t o d e s k \ C u r r e n t P r o j e c t s \ M e s s i a h E V L u t h e r a n C h u r c h \ C D \ M e s s i a h E V L u t h e r a n C h u r c h - C D F I N A L V 2 . r v t YYYY-2020 A-202 REVISION NO DESC DATE 1 Owner's Comment 6/24/20 1/4" = 1'-0"1 EAST ELEVATION (BACK SIDE) 1/4" = 1'-0"2 SOUTH ELEVATION (RIGHT SIDE)