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HomeMy WebLinkAbout30+ 3 N 0 0 . i 0 t i 2 L U Y 0 a i 2 L U 0 a LO LO 0 0 I 1 0 i COLLEGE PARK CHURCH LIFE SAFETY PLAN AND BUILDING CODE ANALYSIS (2008 INDIANA BUILDING CODE (2006 INTERNATIONAL BUILDING CODE)) Project No. 07-0055-04 PROJECT ADDRESS: * 2606 West 960 Street; Indianapolis, IN 46288 SCOPE OF WORK SUMMARY: * EXISTING BUILDING BUILT IN 1990 AND EXPANDED IN 1992, 1995, 1996, AND 2000. * EXISTING BASEMENT: 5,617 SF * EXISTING FIRST FLOOR: 47,503 SF * EXISTING SECOND FLOOR: 13,078 SF * EXISTING CANOPY: N/A * TOTAL EXISTING: 66,198 SF (TO BE REMODELED / NEW FINISHES) * NEW FIRST FLOOR ADDITION: 66,869 SF * NEW SECOND FLOOR ADDITION: 15,203 SF * NEW CANOPY ADDITIONS: 2,050 SF * TOTAL NEW ADDITIONS: 84,122 SF * TOTAL BASEMENT: 5,617 SF (NO CHANGE) * TOTAL FIRST FLOOR: 114,372 SF * TOTAL SECOND FLOOR: 28,281 SF * TOTAL CANOPIES: 2,050 SF * TOTAL PROPOSED BUILDING: 150,320 SF REVIEWS AND VARIANCE APPROVALS: * THE NEW SANCTUARY ADDITION, 2"D FLOOR INFILL ADDITION, AND EXISTING BUILDING HAS BEEN DESIGNED ASA SINGLE, UNLIMITED AREA BUILDING. PER VARIANCE APPROVAL 10-01-31(a), THE BUILDING WILL EXCEED ALLOWABLE AREA FOR AN A-3 OCCUPANCY. * THE NEW SANCTUARY ADDITION HAS BEEN CLASSIFIED AS A-3 OCCUPANCY. THE EXISTING BUILDING IS CLASSIFIED AS A-3 AND B OCCUPANCIES. THE EXISTING BUILDING IS WOOD -FRAMED, AND THE NEW SANCTUARY ADDITION WILL BE STRUCTURAL STEEL CONSTRUCTION. * THE ENTIRE BUILDING SHALL BE PROTECTED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM PER NFPA 13. * A SPRINKLER CURTAIN DESIGNED TO DELIVER 3 GPM PER LINEAL FOOT SHALL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE WALL SEPARATING THE SANCTUARY ADDITION FROM THE EXISTING BUILDING. * ALL CORRIDORS (HALLWAYS) THROUGHOUT THE BUILDING (NEW AND EXISTING) SHALL BE PROVIDED WITH SMOKE DETECTION TIED TO THE FIRE ALARM SYSTEM. * ALL NONRATED CONSTRUCTION (SANCTUARY ADDITION AND INFILL ADDITION) SHALL BE OF NONCOMBUSTIBLE CONSTRUCTION. ALL COMBUSTIBLE CONSTRUCTION (EXISTING BUILDING) WILL BE OF 1 -HOUR FIRE -RESISTIVE CONSTRUCTION. - 603.1 ALLOWABLE MATERIALS: NOTE 16 - HEAVY TIMBER AS PERMITTED BY NOTE "d" TO TABLE 601. HEAVY TIMBER SHALL BE ALLOWED IN ALL OCCUPANCIES WHERE A 1 -HOUR OR LESS FIRE RESISTANCE RATING IS REQUIRED. PAGE 1 1007.2 ACCESSIBLE MEANS OF EGRESS CONTINUITY AND COMPONENTS * EXCEPTION #1: PROVIDE EXTERIOR AREA FOR ASSISTED RESCUE WHEN THE EXIT DISCHARGE IS NOT ACCESSIBLE. 1007.3 EXIT STAIRS * AN ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN ACCORANCE WITH SECTION 1007. - CLEAR WIDTH: 48 -INCHES BETWEEN HANDRAILS REQUIRED UNLESS THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. SPRINKLERED. N/A. - EXCEPTION NO. 1: UNENCLOSED STAIRWAYS AS PERMITTED BY SECTION 1020.1 SHALL BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS. - EXCEPTION NO. 2: AREAS OF REFUGE ARE NOT REQUIRED AT UNENCLOSED EXIT STAIRWAYS AS PERMITTED BY SECTION 1020.1 IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (EXCEPTION NO. 2, INDIANA AMENDMENTS EXCEPTION NOA). 1007.6.1 AND 1007.8 AREAS OF ASSISTED RESCUE * EACH AREA OF ASSISTED RESCUE SHALL BE 30" x 48" FOR EACH 200 OCCUPANTS AND AT LEAST 10' FROM THE EXTERIOR WALLS. 1008.1.2 DOOR SWING: * SHALL BE IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE 1008.1.9 PANIC AND FIRE EXIST HARDWARE: * GROUP "A" OCCUPANCIES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE. * ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPS OR MORE AND OVER 6 FEET WIDE SHALL HAVE PANIC HARDWARE AND DOORS SWINGING IN THE DIRECTION OF EGRESS. 1009.1 STAIRWAY WIDTH: * SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT, SHALL NOT BE LESS THAN 44 * ACCESSIBLE MEANS OF EGRESS: NOT REQUIRED. 1009.5.3 ENCLOSURES UNDER STAIRWAYS: * THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE PROTECTED BY 1 -HOUR FIRE RESISTANCE RATED CONSTRUCTION. ACCESS TO THE ENCLOSED USABLE SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR ENCLOSURE. 1009.10 HANDRAILS: * STIARWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND COMPLY WITH SECTION 1012. * EXCEPTION NO. 1: AISLE STAIRS WITH A CENTER HANDRAIL AND COMPLYING WITH SECTION 1025 NEED NOT HAVE ADDITIONAL HANDRAILS. 1009.1 1.1 ROOF ACCESS: * MINIMUM ROOF HATCH SIZE FOR A 2 -STORY BUILDING: TX 2'-6". 1009.11.2 PROTECTION AT ROOF HATCH OPENINGS: * ROOF HATCHES LOCATED WITHIN 10 -FEET OF THE ROOF EDGE SHALL BE PROTECTED WITH GUARDRAILS COMPLYING WITH SECTION 1013. N/A. 1010.1 RAMPS: * COMPLY WITH SECTION 1010 EXCEPT THAT RAMPED AISLES WITHIN ASSEMBLY ROOMS SHALL COMPLY WITH 1025.11. - 1010.2 SLOPE: NOT STEEPER THAN 1:12 WHEN USED AS PART OF A MEAN OF EGRESS. OTHER PEDESTRIAN RAMPS SHALL NOT BE STEEPER THAN 1:8. EXCEPTION: GROUP "A" SHALL COMPLY WITH SECTION 1025.11. - 1010.5.1 MINIMUM WIDTH BETWEEN HANDRAILS: 36 -INCHES. COMPLY WITH CORRIDOR REQUIREMENTS OF SECTION 1017.2. PAGE 6 1025.12 SEAT STABILITY: * INDIANA AMENDMENT: IN PLACES OF ASSEMBLY (CHAPEL 81026 AND MULTIPURPOSE ROOM B1078 AND B1079, OR PORTIONS THEREOF WITHOUT RAMPED OR TIERED FLOORS FOR SEATING, PORTABLE AND FOLDING TYPE SEATS OF ANY QUANTITY ARE NOT REQUIRED TO BE FASTENED TO THE FLOOR. 1025.13 HANDRAILS: * RAMPED AISLES HAVING A SLOPE EXCEEDING 1:15 AND AISLE STAIRS SHALL BE PROVIDED WITH HANDRAILS, LOCATED EITHER AT THE SIDE OR WITHIN THE AISLE WIDTH. * EXCEPTION NO. 1: HANDRAILS ARE NOT REQUIRED FOR RAMPED AISLES HAVING A GRADIENT NO GREATER THAN 1:8 AND SEATING ON BOTH SIDES. * EXCEPTION NO. 2: HANDRAILS ARE NOT REQUIRED IF THE SIDE OF THE AISLE HAS A GUARDRAIL THAT COMPLIES WITH THE GRASPABILITY REQUIREMENTS OF HANDRAILS. 1025.13.1 DISCONTINUOUS HANDRAILS: * WHERE THERE IS SEATING ON BOTH SIDES OF THE AISLE, THE HANDRAILS SHALL BE DISCONTINUOUS WITH GAPS OR BREAKS AT INTERVALS NOT EXCEEDING 5 ROWS. THE GAPS SHALL HAVE A CLEAR WIDTH OF AT LEAST 22 -INCHES AND NOT GREATER THAN 36 -INCHES AND SHALL HAVE ROUNDED TERMINATIONS. 1025.13.2 INTERMEDIATE HANDRAILS: * WHERE HANDRAILS ARE PROVIDED IN THE MIDDLE OF AISLE STAIRS, THERE SHALL BE AN ADDITIONAL INTERMEDIATE HANDRAIL LOCATED APPROXIMATELY 12 -INCHES BELOW THE MAIN HANDRAIL.. 1025.14.1 ASSEMBLY GUARDS AT CROSS AISLES: * SHALL COMPLY WITH SECTION 1013 WHEN LOCATED > 30 -INCHES ABOVE THE FLOOR OR GRADE BELOW. * WHEN THE ELEVATION IS 30 -INCHES OR LESS, GUARDS NOT LESS THAN 26 -INCHES SHALL BE PROVIDED. 1025.14.2 SIGHTLINE CONSTRAINED GUARD HEIGHTS: * UNLESS SUBJECT TO 1025.14.3, RAILINGS SHALL COMPLY WITH SECTION 1013 AND HAVE A MINIMUM HEIGHT OF 26 -INCHES WHERE THE FOOT OF THE AISLE IS > 30 -INCHES ABOVE THE FLOOR OR GRADE BELOW AND THE RAILING WOULD OTHERWISE INTERFERE WITH SIGHTLINES OF IMMEDIATELY ADJACENT SEATING. 1025.14.3 GUARDS AT THE END OF AISLES: * SHALL COMPLY WITH SECTION 1013 AND BE PROVIED FOR THE FULL WIDTH OF THE AISLE WHERE THE FOOT OF THE AISLE IS > 30 -INCHES ABOVE THE FLOOR OR GRADE BELOW AND SHALL BE A MINIMUM OF 36 -INCHES HIGH AND PROVIDE A MINIMUM 42 -INCHES MEASURED DIAGONALLY BETWEEN THE TOP OF THE RAIL AND THE NOSING OF THE NEAREST TREAD. CHAPTER 11 ACCESSIBILITY 1104.4 MULTILEVEL BUILDING AND FACILITIES: * INDIANA AMENDMENT EXCEPTION NO. 1: ELEVATORS ARE NOT REQUIRED IN FACILITIES THAT ARE LESS THAN 3 STORIES IN HEIGHT UNLESS THE BUILDING IS A SHOPPING CENTER, SHOPPING MALL, OR A PROFESSIONAL OFFICE OF A HEALTH CARE PROVIDER. * COMPLY AND INSTALL VERTICAL WHEELCHAIR LIFT IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE INDIANA ELEVATOR SAFETY CODE, ANSI / ASME A17.1, ANSI / ASME A18.1, AND ANSI 117.1- 2003. 1. MAXIMUM VERTICAL TRAVEL: 12 -FEET. 2. 12-3-2009; CHRIS ELLISON WITH THE CARMEL FIRE DEPARTMENT (317-571-2600) INDICATED THAT HEADS WILL NOT BE REQUIRED IN THE ELEVATOR SHAFT OR WITHIN THE EQUIPMENT ROOM BASED ON THE USE OF 2 HOUR RATED WALLS. 1105.1 PUBLIC ENTRANCES: * DOORS: AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES MUST BE ACCESSIBLE. 3 l COPYRIGHT Aspen Group, Inc. © 2010 PAGE 10 * CURTAINS WILL BE INSTALLED ON THE PLATFORM AT THE FRONT OF THE WORSHIP SPACE IN THE NEW ADDITION. THE DEFINITION FOR "PLATFORM" IS A RAISED AREA "...WHEREIN THERE ARE NO OVERHEAD HANGING CURTAINS, DROPS, SCENERY OR STAGE EFFECTS OTHER THAN LIGHTING AND SOUND". PER VARIANCE APPROVAL 10-01-31(b) CURTAINS ARE PERMITTED TO BE INSTALLED. - THE CURTAINS SHALL BE FLAME RESISTANT AS TESTED PER NFPA 701 REQUIREMENTS AND SEC. 805, IBC. * CIVIL PLAN SUBMITTAL TO CARMEL: DECEMEBR 18, 2009. * CARMEL TAC MEETING: JANUARY 20, 2010. RESUBMITTED: * CARMEL BOARD OF ZONING APPEALS: JANUARY 26, 2010. - DOCKET NO. 09120017 V 05.04.01: INCREASE BUILDING HEIGHT 7.8 FEET: 42.8 FEET APPROVED. - DOCKET NO. 09120018 V 05.04.03.F: INCREASE IN LOT COVERAGE: 49 -PERCENT APPROVED. - DOCKET NO. 09120023 SUA APPENDIX A: ADDITION TO EXISTING ACREAGE: APPROVED. * HAMILTON COUNTY (SURVEYOR'S OFFICE) - EROSION & STORMWATER QUALITY: TBD * CARMEL BOARD OF PUBLIC WORKS (WATER LINE): SUBMITTAL NOT REQUIRED. * CLAY TOWNSHIP REGIONAL WASTE DISTRICT: FOG MODIFICATION REQUEST FORM REQUESTING REMOVAL OF THE EXISTING GREASE TRAP. SUBMITTED: FEBRUARY 17, 2010. APPROVED FEBRUARY 19, 2010. * CARMEL PLAN COMMISSION: N/A * HAMILTON COUNTY DRAINAGE BOARD: N/A * NOI (RULE 5) TO IDEM: TBD. * INDIANA DEPT. OF HOMELAND SECURITY, DIVISION OF FIRE AND BUILDING SAFETY: APPLICATION FOR CONSTRUCTION DESIGN RELEASE SUBMITTED TO PLAN REVIEW BRANCH ON XXXXXX (SBC #XXXXXXX). * FOUNDATION RELEASE: TBD BUILDING ANALYSIS / CODE SUMMARY - REFERENCE CODES FOR EXACT VERBIAGE DEFINITIONS: * AREA, BUILDING: AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS, EXCLUSIVE OF VENT SHAFT AND WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE (502.1). * PLATFORM: A RAISED AREA WITHIN A BUILDING USED FOR WORSHIP, THE PRESENTATION OF MUSIC, PLAYS OR OTHER ENTERTAINMENT; THE HEAD TABLE FOR SPECIAL GUESTS; THE RAISED AREA FOR LECTURERS AND SPEAKERS; AND SIMILAR PURPOSES WHEREIN THERE ARE NO OVERHEAD HANGING CURTAINS, DROPS, SCENERY OR STAGE EFFECTS OTHER THAN LIGHTING AND SOUND 410.4 PLATFORM CONSTRUCTION: * PERMITTED TO BE CONSTRUCTED OF FIRE -RETARDANT -TREATED WOOD FOR TYPE I, II, AND IV CONSTRUCTION WHERE THE PLATFORM IS NOT MORE THAN 30 -INCHES ABOVE THE MAIN FLOOR, NOT MORE THAN 1/3 OF THE ROOM FLOOR AREA, AND NOT MORE THAN 3,000 SF. * WHERE THE SPACE BELOW IS USED FOR STORAGE OR ANY OTHER PURPOSE OTHER THAN EQUIPMENT, WIRING, OR PLUMBING, THE FLOOR CONSTRUCTION SHALL NOT BE LESS THAN 1 - HOUR FIRE -RESISTANCE -RATED CONSTRUCTION. N/A. PAGE 2 - 1010.6 TOP AND BOTTOM LANDINGS: AT LEAST AS WIDE AS THE RAMP. LENGTH SHALL BE 60 - INCHES MINIMUM, EXCEPT 48 -INCHES WHEN NOT PART OF AN ACCESSIBLE ROUTE. - 1010.8 HANDRAILS: PROVIDE ON BOTH SIDES OF RAMPS WITH A RISE GREATER THAN 6 -INCHES. - 1010.9 EDGE PROTECTION: PREVENT PASSAGE OF A 4 -INCH DIAMETER SPHERE. 1012 HANDRAILS: * 1012.2 HEIGHT: NOT LESS THAN 34 -INCHES AND NOT MORE THAN 38 -INCHES. * 1012.3 GRASPABILITY: OUTSIDE DIAMETER NOT LESS THAN 1.25 -INCHES AND NOT GREATER THAN 2.0 -INCHES. NON CIRCULAR SHAPES SHALL HAVE A PERIMETER DIMENSION BETWEEN 4.0 AND 6.25 - INCHES. * 1012.5 EXTENSIONS: AT LEAST 12 -INCHES HORIZONTALLY BEYOND THE TOP RISER AND CONTINUE TO SLOPE ONE TREAD BEYOND THE BOTTOM RISER. EXCEPTION: GROUP "A" OCCUPANCIES IN ACCORDANCE WITH SECTION 1025.13. * EXCEPTION NO. 2: AISLE HANDRAIL EXTENSIONS NOT REQUIRED IN GROUP "A" OCCUPANCIES IN ACCORDANCE WITH SECTION 1025.13. 1013.1 GUARDS: * SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, MEZZANINES, STAIRWAYS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 -INCHES ABOVE THE FLOOR OR GRADE BELOW. * EXCEPTION: GUARDS ARE NOT REQUIRED IN THE FOLLOWING LOCATIONS: 1. ON THE AUDIENCE SIDE OF STAGES AND RAISED PLATFORMS, INCLUDING STEPS LEADING UP TO THE STAGE AND RAISED PLATFORM. 4. AT VERTICAL OPENINGS IN THE PERFORMANCE AREA OF STAGES AND PLATFORMS. 7. IN ASSEMBLY SEATING WHERE GUARDS IN ACCORDANCE WITH SECTION 1025.14 ARE PERMITTED AND PROVIDED. 1013.2 GUARD HEIGHT * NOT LESS THAN 42 -INCHES, EXCEPT AS ALLOWED BY SECTION 1025.14. 1013.3 GUARD OPENING LIMITATIONS * SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, MEZZANINES, STAIRWAYS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 -INCHES ABOVE THE FLOOR OR GRADE BELOW. * OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4 -INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 -INCHES. FROM A HEIGHT OF 34 -INCHES TO 42 -INCHES, A SPHERE 8 -INCHES IN DIAMETER SHALL NOT PASS. * EXCEPTION 1: TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY SHALL BE OF A MAXIMUM SIZE THAT SUCH THAT A SPHERE 6 -INCHES IN DIAMETER CANNOT PASS THROUGH. * EXCEPTION 3: AREAS NOT OPEN TO THE PUBLIC WITHIN A GROUP S OCCUPANCY SHALL HAVE GUARDS THAT DO NOT PERMIT A SPHERE WITH A 21 -INCH DIAMETER TO PASS THROUGH. * EXCEPTION 4: IN ASSEMBLY SEATING AREAS, GUARDS AT THE END OF AISLES SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4 -INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 26 -INCHES. FROM 26 -INCHES TO 42 -INCHES ABOVE THE ADJACENT WALKING SURFACE, A SPHERE 8 -INCHES IN DIAMETER SHALL NOT PASS. 1014.2 EGRESS THROUGH INTERVENING SPACES: * 1. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED, ARE NOT A HIGH HAZARD OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL TO AN EXIT. * 2. EGRESS SHALL NOT PASS THROUGH KITCHENS, STOREROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. PAGE 7 TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES: * MINIMUM REQUIRED NUMBER OF WHEELCHAIR SPACES: 15 FOR 1841 SEATS. 11 08.2.3 DISPERSION OF WHEELCHAIR SPACES IN MULTILEVEL ASSEMBLY SEATING AREAS: * WHEELCHAIR SPACES SHALL BE PROVIDED ON THE MAIN FLOOR AND ON ONE OF EACH TWO ADDITIONAL FLOOR OR MEZZANINE LEVELS. 1. EXCEPTION NO. 1: IN MULTILEVEL ASSEMBLY SPACES UTILIZED FOR WORSHIP SERVICES WHERE THE SECOND FLOOR OR MEZZANINE LEVEL CONTAINS 25 -PERCENT OR LESS OF THE TOTAL SEATING CAPACITY, WHEELCHAIR SPACES SHALL BE PERMITTED TO ALL BE LOCATED ON THE MAIN LEVEL. N/A. 1108.2.6 AND TABLE 1108.2.6.1 ASSISTIVE LISTENING SYSTEM: * PROVIDE ASSISTIVE LISTENING SYSTEM FOR FIXED SEATING AREAS. * FOR 1841 SEATS PROVIDE 52 RECEIVERS (13 TO BE HEARING AID COMPATIBLE). 1108.2.7 PERFORMANCE AREAS * AN ACCESSIBLE ROUTE SHALL DIRECTLY CONNECT TO THE PERFORMANCE AREA TO THE ASSEMBLY SEATING AREA. * 1109.7 - PLATFORM LIFTS ARE PERMITTED TO BE PART OF AN ACCESSIBLE ROUTE IN NEW CONSTRUCTION WHEN INSTALLED IN ACCORDANCE WITH ASME A18.1 AND FOR: 1. AN ACCESSIBLE ROUTE TO A PERFORMANING AREA AND SPEAKER PLATFORMS IN GROUP "A" OCCUPANCIES. 1108.2.8 DINING AREAS: * THE TOTAL FLOOR AREA ALLOTTED FOR SEATING AND TABLES SHALL BE ACCESSIBLE. 1109.2 TOILET AND BATHING FACILITIES: * TOILET AND BATHING FACILITIES SHALL BE ACCESSIBLE. ANSI 117.1-2003 304.4 DOOR SWING: * UNLESS NOTED OTHERWISE, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 603.2.2 OVERLAP: * CLEAR FLOOR SPACE, CLEARANCES AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 603.2.3 DOOR SWING: * DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE FOR ANY FIXTURE, EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. 604.3.2 OVERLAP: * THE REQUIRED CLEARANCE AROUND WATER CLOSETS SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, TOILET ACCESSORIES, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. 802.7 COMPANION SEATS: 1. SHALL BE PROVIDED BESIDE EACH WHEELCHAIR SPACE AND PROVIDE SHOULDER ALIGNMENT. 2. ARE PERMITTED TO BE MOVABLE. 3. SHALL BE AT THE SAME ELEVATION AS THE WHEELCHAIR SPACE. PAGE 11 TABLE 503 -ALLOWABLE HEIGHT & BUILDING AREA OCCUPANCY: A-3 (CHURCH) 303.1 * CONSTRUCTION: TYPE V-A * TABULAR AREA: 11,500 SF * HEIGHT (SPRINKLERED): 70 - FEET (504.2) - 30'-4" PROPOSED * CONSTRUCTION: TYPE II -B * TABULAR AREA: 9,500 SF * HEIGHT (SPRINKLERED): 75 - FEET (504.2) - 44'-11" PROPOSED ALLOWABLE AREA INCREASE PER VARIANCE APPROVAL: UNLIMITED TABLE 506.1 BASEMENTS: * A SINGLE BASEMENT NOT A STORY ABOVE GRADE PLANE NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE AREA, PROVIDED SUCH BASEMENT DOES NOT EXCEED THE AREA PERMITTED FOR BUILDING WITH NO MORE THAN ONE STOTY ABOVE GRADE PLANE. TYPE V-A TABULAR AREA 11,500 SF. TYPE II -B TABULAR AREA 9,500 SF. EXISTING BASEMENT 5,617 SF. TABLE 508.2 MIXED USE AND OCCUPANCIES - INCIDENTAL USE AREAS - FIRE RESISTANCE RATED SEPARATION: * 1 - HOUR FOR STORAGE ROOMS OVER 100 SF: FIRE RATING N/A DUE TO SPRINKLER SYSTEM. PROVIDE WALLS TO DECK AND SELF CLOSING DOORS TO RESIST THE PASSGAE OF SMOKE. * 1 - HOUR FOR FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT: FIRE RATING N/A DUE TO SPRINKLER SYSTEM. PROVIDE WALLS TO DECK AND SELF CLOSING DOORS TO RESIST THE PASSGAE OF SMOKE. 508.3.2 NON -SEPARATED USES: * NON -SEPARATED USE PERMITTED BASED ON MOST RESTRICTIVE HEIGHT & AREA LIMITATION FOR A - 3 OCCUPANCY. TABLE 601 FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS: * TYPE V-A: 1 HOUR, EXCEPT FOR HT AND 0 HOUR FOR NONBEARING INTERIOR WALLS AND PARTITIONS. * TYPE II -B: 0 HOURS; HT ALLOWED WHERE 1 -HOUR OR LESS FIRE -RESISTANCE RATING REQUIRED. TABLE 602 FIRE RESISTIVE RATING REQUIREMENTS FOR EXTERIOR WALLS: * GROUP "A" OCCUPANCY; TYPE II -B CONSTRUCTION - EXTERIOR WALLS > 10 FEET FROM PROPERTY LINES, EXCEPT LOAD BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH TABLE 601: 0 HOURS * GROUP "A" OCCUPANCY; TYPE V-A CONSTRUCTION - EXTERIOR NON-BEARING WALLS > 30 FEET FROM PROPERTY LINES: 0 HOURS - EXTERIOR LOAD BEARING PER TABLE 601: 1 HOUR 603.1 ALLOWABLE MATERIALS * COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS OF TYPE II CONSTRUCTION IN THE FOLLOWING APPLICATIONS: -16. HEAVY TIMBER AS PERMITTED BY NOTE "D" TO TABLE 601 AND SECTION 602.4.7. 706.5 FIRE BARRIER CONTINUITY-. * FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB OR DECK ABOVE. THESE WALLS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. THE SUPPORTING CONSTRUCTION SHALL BE PROTECTED TO AFFORD THE REQUIRED FIRE RESISTANCE RATING OF THE FIRE BARRIER SUPPORTED. PAGE 3 1014.3 COMMON PATH OF EGRESS TRAVEL * THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 -FEET. GROUP A OCCUPANCIES HAVING FIXED SEATING SHALL COMPLY WITH SECTION 1025.8. TABLE 1015.1 MEANS OF EGRESS: * TWO EXITS FROM ANY SPACE SHALL BE PROVIDED WHERE AN "A" OCCUPANCY HAS MORE THAN 49 OCCUPANTS 1015.2.1 TWO EXIT DOORWAYS: * WHERE TWO EXITS ARE REQUIRED, THE EXIT DOORWAYS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA TO BE SERVED. * EXCEPTION NO.2: WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM, EXIT DOORWAYS MAY BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIACONAL DIMENSION OF THE AREA TO BE SERVED. TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE * THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL FOR AN "A" OCCUPANCY WITH A SPRINKLER SYSTEM IS 250 FT. TABLE 1017.1 CORRIDOR FIRE RESISTANCE RATING: * "A" OCCUPANCY WITH SPRINKLER SYSTEM: 0 -HOUR 1017.2 CORRIDOR WIDTH: * THE MINIMUM CORRIDOR WIDTH SHALL COMPLY WITH TABLE 1005.1 AND NOT BE LESS THAN 44 - INCHES, EXCEPT THAT A 36 -INCH CORRIDOR IS ACCEPTABLE WHEN THE OCCUPANT LOAD IS 50 OR LESS - EXCEPTION NO. 2). 1017.3 DEAD ENDS: * WHERE MORE THAN 1 EXIT IS REQUIRED, THE EXIT SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS MORE THAN 20 -FEET IN LENGTH. TABLE 1019. 1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: * ALL ROOMS AND SPACES WITHIN EACH STORY SHALL HAVE ACCESS TO THE MINIMUM NUMBER OF APPROVED INDEPENDENT EXITS: - PROVIDE A MINIMUM OF 2 EXITS FOR 1-500 PEOPLE. - PROVIDE A MINIMUM OF 3 EXITS FOR 500-1000 PEOPLE. - PROVIDE A MINIMUM OF 4 EXITS FOR MORE THAN 1000 PEOPLE. TABLE 1020.1 VERTICAL EXIT ENCLOSURES: * INTERIOR EXIT STAIRWAYS LESS THAN FOUR STORIES SHALL BE ENCLOSED WITH 1 -HOUR FIRE- RESISTANT RATED CONSTRUCTION CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION 706. < 4 STORIES - N/A. * EXCEPTION NO. 9: INTERIOR EGRESS STAIRWAYS SERVING ONLY THE FIRST AND SECOND STORIES OF A BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM ARE NOT REQUIRED TO BE ENCLOSED, PROVIDED AT LEAST TWO MEANS OF EGRESS ARE PROVIDED FROM BOTH FLOORS SERVED BY THE UNENCLOSED STAIRWAYS. SUCH INTERCONNECTING STORIES SHALL NOT BE OPEN TO OTHER STORIES. 1025.2 MEANS OF EGRESS REQUIREMENTS FOR ASSEMBLY SPACES: * GROUP "A" OCCUPANCIES THAT HAVE AN OCCUPANT LOAD GREATER THAN 300 SHALL HAVE A MAIN EXIT OF SUFFICIENT WIDTH TO ACCOMMODATE NOT LESS THAN ONE-HALF OF THE OCCUPANTS. * EXCEPTION: IN ASSEMBLY OCCUPANCIES, WHERE MULTIPLE MAIN EXITS ARE PROVIDED, EXITS SHALL BE PERMITTED TO BE DISTRIBUTED AROUND THE PERIMETER OF THE BUILDING. * MAIN SANCTUARY EXITS REQUIRE 414.2" (2071 OCCUPANTS) OF EXIT WIDTH. 512" PROVIDED. PAGE 8 4. FOLDING OR RETRACTABLE ARMRESTS SHALL BE PROVIDED ON THE AISLE SIDE OF THE DESIGNATED AISLE SEAT. 802.9 LINES OF SIGHT: 1. WHERE SPECTATORS ARE EXPECTED TO REMAIN SEATED FOR THE PURPOSES OF VIEWING EVENTS AND HAVE LINES OF SIGHT OVER HEADS OR OVER SHOULDERS AND BETWEEN HEADS, WHEELCHAIR LOCATIONS SHALL BE PROVIDED WITH LINES OF SIGHT TO THE PERFORMANCE AREA COMPARABLE TO OTHER SPECTATORS, SUCH AS: - LINES OF SIGHT OVER THE HEADS OF SEATED INDIVIDUALS IN THE FIRST ROW IN FRONT OF THE WHEELCHAIR SPACE. - LINES OF SIGHT OVER THE SHOULDERS AND BETWEEN THE HEADS OF SEATED INDIVIDUALS IN THE FIRST ROW IN FRONT OF THE WHEELCHAIR SPACE. 802.10 HORIZONTAL DISPERSION: 1. WHEELCHAIR SPACES SHALL BE DISPERSED HORIZONTALLY TO PROVIDE VIEWING OPTIONS. - LOCATIONS SHALL BE SEPARATED BY MINIMUM OF 10 INTERVENING SEATS. - TWO WHEELCHAIR SPACES SHALL BE PERMITTED TO BE LOCATED SIDE BY SIDE. 802.10.2 DISPERSION FOR VARIETY OF DISTANCES FROM THE EVENT: 1. WHEELCHAIR LOCATIONS SHALL BE SEPARATED BY A MINIMUM OF FIVE INTERVENING ROWS. 802.10.3 DISPERSION BY TYPE: 1. WHERE THERE ARE SEATING AREAS, EACH HAVING DISTINCT SERVICES OR AMENITIES, WHEELCHAIR SPACE LOCATIONS SHALL BE PROVIDED WITH EACH SEATING AREA. 1209.2 ACCESS TO ATTIC SPACES: * INDIANA AMENDMENT: PROVIDE OPENING(S) NOT LESS THAN 20 -INCHES x 40 -INCHES. COORDINATE LOCATION TO ENSURE AT LEAST 30 -INCHES OF CLEAR HEADROOM ABOVE THE ACCESS OPENING. TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION: * TYPE OF CONSTRUCTION VA: CLASS "B" * TYPE OF CONSTRUCTION IIB: CLASS "C" TABLE 2603.4 THERMAL BARRIER * SEPARATE FOAM PLASTIC FROM THE INTERIOR OF THE BUILDING BY AN APPROVED THERMAL BARRIER OF 0.5 INCHES OF GYPSUM WALLBOARD. THERMAL BARRIER INSTALLATION SHALL BE INSTALLED TO LIMIT TEMPERATURE RISE AND REMAIN IN PLACE BASED ON RELATED REQUIREMENTS OF ASTM E119, FM 4880, UL 1040, NFPA 286 OR UL 1715 TABLE 29 MINIMUM PLUMBING FIXTURE REQUIREMENTS: * SHALL BE BASED ON THE ACTUAL OR ANTICIPATED NUMBER OF OCCUPANTS * WATER CLOSETS: MALES: 1/150 FEMALES: 1/75 * LAVATORIES: 1/200 * DRINKING FOUNTAINS: 1/1000 * SERVICE SINK: 1 * REFERENCE PLUMBING FIXTURE SCHEDULES ON LIFE SAFTEY PLAN FOR ACTUAL FIXTURE QUANTITIES. 2912.1 UNISEX TOILET ROOMS: * SHALL BE PROVIDED WHERE AN AGGREGATE OF SIX (6) OR MORE MALE AND FEMALE WATER CLOSETS ARE REQUIRED. PAGE 12 707.2 SHAFT ENCLOSURE REQUIRED * OPENINGS THROUGH A FLOOR/CEILING ASSEMBLY SHALL BE PROTECTED B A SHAFT ENCLOSURE. HEIGHT OF 7 -INCHES OR LESS AND A TREAD DEPTH OF 11 -INCHES OR GREA * EXCEPTION NO. 3 AND 4: A SHAFT ENCLOSURE IS NOT REQUIRED FOR PEN TRATIONS BY PIPE, TUBE, CONDUIT, WIRE, CABLE, VENTS AND DUCTS PROTECTED IN ACCORD CE WITH SECTION 712.4 * RAMPED MEANS OF EGRESS STEEPER THAN 1:12 SHALL HAVE AT LEAST 0.2 - NOTE: GREASE DUCTS SHALL BE PROTECTED IN ACCORDANCE WITH THE 114TERNATIONAL WIDTH FOR EACH OCCUPANT SERVED. MECHANICAL CODE. PROVIDE SHAFT ENCLOSURE OR FIRE WRAP INSULATION TO THE EXHAUST DUCT FOR THE MAIN HOOD UP TO THE ROOF DECK. INCHES OF CLEAR WIDTH FOR EACH OCCUPANT SERVED. * EXCEPTION NO. 11: A SHAFT ENCLOSURE IS NOT REQUIRED FOR FLOOR OP NINGS CREATED BY UNENCLOSED STAIRS OR RAMPS IN ACCORDANCE WITH 1020.1, EXCEPTION 3 OR 9. 707.5 SHAFT ENCLOSURE CONTINUITY: TWO PATHS OF EGRESS TO TWO EXITS. * SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCOF DANCE WITH SECTIONS 706 AND 711. * WHERE ONE OF THE TWO MEANS OF EGRESS IS ACROSS THE AISLE THROU 712.4.2 NONFIRE-RESISTANCE-RATED ASSEMBLIES: TO ANOTHER AISLE, THERE SHALL NOT BE MORE THAN 24 SEATS BETWEENHE * PENETRATIONS OF HORIZONTAL ASSEMBLIES WITHOUT A REQUIRED FIRE -R SISTANCE RATING SHALL MEET THE REQUIREMENTS OF SECTION 707 OR SECTIONS 712.4.2.1 AlD 712.4.4.2 712.4.2.1 NONCOMBUSTIBLE PENETRATING ITEMS: 1025.9.1 ASSEMBLY AISLES -MINIMUM WIDTHS: * NONCOMBUSTIBLE PENETRATING ITEMS THAT CONNECT NOT MORE THAN T REE STORIES ARE PERMITTED PROVIDED THE ANNULAR SPACE IS FILLED WITH NONCOMBUSTI LE MATERIAL TO RESIST PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. * 36 -INCHES FOR AISLE STAIRS HAVING SEATING ONLY ON ONE SIDE. 712.4.2.2 PENETRATING ITEMS: * 23 -INCHES BETWEEN AN AISE STAIR HANDRAIL OR GUARD AND SEATING WH * PERMITTED WHEN CONNECTING NOT MORE THAN TWO STORIES WHEN THE ANNULAR SPACE IF FILLED WITH AN APPROVED MATERIAL TO RESIST THE PASSGAE OF FLAME PND PRODUCTS OF COMBUSTION. - EXCEPTION: 36 -INCHES WHERE THE AISLE SERVES < 50 SEATS. 717 CONCEALED SPACES / FIRE BLOCKING - EXCEPTION: 30 -INCHES WHERE THE AISLE DOES NOT SERVE > 14 SEATS. * IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED IN CNCEALED SPACES OF STUD WALLS AND PARTITIONS, AT THE CEILING AND FLOOR LEVELS AND AT 0' INTERVALS BOTH VERTICALLY AND HORIZONTALLY. - EXCEPTION: 23 -INCHES BETWEEN AN AISLE STAIR HANDRAIL AND SEATIN * BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER SECURELY RETAI ED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIRE BLOCK. 1025.9.2 AISLE WIDTHS: 717.4.3 DRAFTSTOPPING IN ATTICS: * SHALL PROVIDE SUFFICEINT CAPACITY FOR THE NUMBER OF PERSONS ACC * DRAFTSTOP ATTICS AND CONCEALED ROOF SPACES INTO AREAS LESS THA3,000 SF. * NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATI SPRINKLER SYSTEM (EXCEPTION 716.4.3). 1025.9.3 CONVERGING AISLES: ILIN 0 OCCUPANCIES): * EXIT ENCLOSURES AND PASSAGEWAYS: B * CORRIDORS: B * ROOMS AND ENCLOSED SPACES: C 901.7 & 903.2.1.3 GROUP A-3 * THE FIRE AREA EXCEEDS 12,000 SF. AN AUTOMATIC SPRINKLER SYSTEM ISQUIRED THROUGHOUT THE FIRE AREA CONTAINING A GROUP A-3 OCCUPANCY. If PAGE 4 1025.3 ASSEMBLY OTHER EXITS: * EACH LEVEL IN A GROUP "A" OCCUPANCY HAVING AN OCCUPANT LOAD GRE BE PROVIDED WITH AN ADDITIONAL MEANS OF EGRESS CAPACITY FOR ATL OCCUPANT LOAD AND COMPLY WITH 1015.2. 1025.6.1 WIDTH OF MEANS OF EGRESS FOR ASSEMLY WITHOUT SMOKE PROTECTION: TER THAN 300 SHALL AST''/z OF THE TOTAL S HAVE A RISER * AT LEAST 0.3 -INCHES OF WIDTH FOR EACH OCCUPANT SERVED WHEN STAT HEIGHT OF 7 -INCHES OR LESS AND A TREAD DEPTH OF 11 -INCHES OR GREA ER. * AT STAIRS, PROVIDE 0.075 -INCHES OF ADDITIONAL WIDTH FOR EACH OCCUPANT WHEN THERE IS NOT A HANDRAIL WITHIN A HORIZONTAL DISTANCE OF 30 -INCHES. 1992 INDIANA ENERGY CODE (1992 MODEL ENERGY CODE (CABO)) * RAMPED MEANS OF EGRESS STEEPER THAN 1:12 SHALL HAVE AT LEAST 0.2 -INCHES OF CLEAR WIDTH FOR EACH OCCUPANT SERVED. * WALLS 3 STORIES OR LESS * LEVEL. OR RAMPED MEANS OF EGRESS NOT STEEPER THAN 1:12 SHALL HAVE AT LEAST 0.20 - INCHES OF CLEAR WIDTH FOR EACH OCCUPANT SERVED. COOLING: OTTV = 33.4 1025.8 COMMON PATH OF TRAVEL: PROPOSED 9.75" PRECAST WALL PANELS (1# EPS): * SHALL NOT EXCEED 30 -FEET FROM ANY SEAT TO A POINT WHERE AN OCCUF ANT HAS A CHOICE OF TWO PATHS OF EGRESS TO TWO EXITS. PROPOSED 9.75" PRECAST WALL PANELS (1# EPS) WITH FURRING 1025.8.1 PATH THROUGH ADJACENT ROW: R=25.83. * WHERE ONE OF THE TWO MEANS OF EGRESS IS ACROSS THE AISLE THROU H THE ROW OF SEATS TO ANOTHER AISLE, THERE SHALL NOT BE MORE THAN 24 SEATS BETWEENHE TWO AISLES AND THE MINIMUM CLEAR WIDTH BETWEEN THE ROWS SHALL BE 12 -INCHES PLU 0.6 -INCHES FOR EACH ADDITIONAL SEAT ABOVE 7. EXISTING ATTICS: R = EXISTING 1025.9.1 ASSEMBLY AISLES -MINIMUM WIDTHS: * SLAB ON GRADE (PERIMETER INSULATION): * 48 -INCHES FOR AISLE STAIRS HAVING SEATING ON BOTH SIDES. HEATING OR COOLING: R=7.5 / U=0.13 (MINIMUM). - EXCEPTION: 36 -INCHES WHERE THE AISLE SERVES LESS THAN 50 SEATS. PROPOSED PERIMETER INSULATION R = 10.8 (5.4/INCH) * 36 -INCHES FOR AISLE STAIRS HAVING SEATING ONLY ON ONE SIDE. * ALLOWS AN INFILTRATION RATE OF 11.0 CFM PER LINEAL FOOT OF CRACK * 23 -INCHES BETWEEN AN AISE STAIR HANDRAIL OR GUARD AND SEATING WH RE THE AISLE IS SUBDIVIDED BY A HANDRAIL. REQUIRED. * 42 -INCHES FOR LEVEL OR RAMPED AISLES HAVING SEATING ON BOTH SIDES MECHANICAL CODE TABLE 507.2 EXHAUST HOODS: - EXCEPTION: 36 -INCHES WHERE THE AISLE SERVES < 50 SEATS. * TYPE I HOOD REQUIRED FOR CHURCHES USING COMMERCIAL GRADE A - EXCEPTION: 30 -INCHES WHERE THE AISLE DOES NOT SERVE > 14 SEATS. FRYING AND / OR COOKING MORE THAN ONCE A WEEK THAT PRODUCE * 36 -INCHES FOR LEVEL OR RAMPED AISLES HAVING SEATING ON ONLY ONE S DE. - EXCEPTION: 30 -INCHES WHERE THE AISLE DOES NOT SERVE > 14 SEATS. L - EXCEPTION: 23 -INCHES BETWEEN AN AISLE STAIR HANDRAIL AND SEATIN o 0 WHERE AN AISLE DOES NOT SERVE > 5 ROWS.. 1025.9.2 AISLE WIDTHS: L_ * SHALL PROVIDE SUFFICEINT CAPACITY FOR THE NUMBER OF PERSONS ACC MODATED BY THE CATCHMENT AREA SERVED BY THE AISLE. ASSUME THERE SHALL BE A BALAI ICED USE OF ALL MEANS OF EGRESS, WITH THE NUMBER OF PERSONS IN PROPORTION TO THE EGRESS CAPACITY. 1025.9.3 CONVERGING AISLES: * WHERE AISLES CONVERGE TO FORM A SINGLE PATH OF EGRESS, THE REQU RED EGRESS CAPACITY SHALL NOT BE LESS THAN THE COMBINED REQUIRED CAPACITY O THE CONVERGING AISLES. 00 1025.9.5 ASSEMBLY AISLE TERMINATION: IL * EXCEPTION NO. 2: DEAD END AISLES LONGER THAN 20 -FEET ARE PERMITTE WHERE THE SEATS BEYOND THE 20 -FOOT DEAD-END AISLE ARE NO MORE THAN 24 SEATS FROM ANOTHER AISLE AND HAVE A MINIMUM CLEAR WIDTH BETWEEN THE ROWS OF 12 -INCHES PLUS 0.6 INCHES FOR EACH ADDITIONAL SEAT ABOVE 7. (J)w 3> PAGE 9 ELEVATOR CODE: OR ANY PORTION OF THE * PROVIDE 2 HOUR HOISTWAY AND MACHINE ROOM ENCLOSURES TO ELI INATE SPRINKLER REQUIREMENTS IN THESE AREAS. IN SPRINKLERED * ELEVATOR SUMP NOT REQUIRED. (0 1992 INDIANA ENERGY CODE (1992 MODEL ENERGY CODE (CABO)) O TABLE 502.3.1 (CENTRAL DESIGN ZONE: 5,700 HDD): STEMS DELIVERING IN * WALLS 3 STORIES OR LESS v HEATING: U=0.28 / R = 3.57 (MINIMUM) COOLING: OTTV = 33.4 LET ROOMS CONTAINING 2 PROPOSED 9.75" PRECAST WALL PANELS (1# EPS): D 1 URINAL. R=13.84 (EFFECTIVE R=12.83 WINTER DESIGN VALUES) WHERE DRAINAGE PROPOSED 9.75" PRECAST WALL PANELS (1# EPS) WITH FURRING 3.5" BATT INSULATION: R=25.83. STALLED IN WASTE LINES * ROOF/ CEILING: ESTABLISHMENTS WHERE HEATING OR COOLING: U=0.078 / R = 12.82 (MINIMUM) QUANTITIES THAT CAN PROPOSED ROOF: R = 28 EXISTING ATTICS: R = EXISTING * SLAB ON GRADE (PERIMETER INSULATION): � U HEATING OR COOLING: R=7.5 / U=0.13 (MINIMUM). U PROPOSED PERIMETER INSULATION R = 10.8 (5.4/INCH) 6- * ALLOWS AN INFILTRATION RATE OF 11.0 CFM PER LINEAL FOOT OF CRACK AT NON-RESIDENTIAL DOORS, WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 1.567 LB./SF. 140 VESTIBULES ARE REQUIRED. U MECHANICAL CODE TABLE 507.2 EXHAUST HOODS: c * TYPE I HOOD REQUIRED FOR CHURCHES USING COMMERCIAL GRADE A PLIANCES PERFORMING FRYING AND / OR COOKING MORE THAN ONCE A WEEK THAT PRODUCE GREASE -LADEN VAPORS. NFPA 13-1999; SECTION 5-13.8.1 - CANOPY SPRINKLERS: * EXCEPTION PERMITS SPRINKLERS TO BE OMITTED WHERE THE CANOP OR ROOF IS OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE CONSTRUCTION. * SECTION 5-13.8.2 REQUIRES SPRINKLERS TO BE INSTALLED UNDER ROC S OR CANOPIES OVER AREAS WHERE COMBUSTIBLES ARE STORED AND HANDLED: NIA. FIRE CODE; SECTION 503.1.1 - FIRE APPARATUS ACCESS ROADS 903.3.1.1.1 SPRINKLER SYSTEM EXEMPT LOCATIONS: * INDIANA AMENDMENT: ELEVATOR EQUIPMENT ROOMS AND HOISTWAYS SEPARATED FROM THE REMAINED OF THE BUILDING BY TWO (2) HOUR FIRE -RESISTIVE CONSTRUCTION. PENETRATIONS BETWEEN MACHINE ROONS AND HOISTWAYS REQUIRED FOR THE SAFE OPERATION ON AN ELEVATOR NEED NOT BE FIRE -RATED. 907.2.1 GROUP A FIRE ALARM AND DETECTION SYSTEMS * FIRE ALARM SYSTEM REQUIRED, BASED UPON AN A-3 OCCUPANCY BUILDING WITH AN OCCUPANT LOAD OF 300 OR MORE. * PROVIDE VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH NFPA 72 WITHN GROUP A OCCUPANCIES WITH AN OCCUPANT LOAD OF 1,000 OR MORE. 1003.2 CEILING HEIGHT: * MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT NOT LESS THAN T-6". 1004.1 DESIGN OCCUPANT LOAD: * WHERE OCCUPANTS FROM ACCESSORY SPACES EGRESS THROUGH A PRIMARY AREA, THE CALCULATED OCCUPANT LOAD FOR THE PRIMARY SPACE SHALL INCLUDE THE TOTAL OCCUPANT LOAD OF THE PRIMARY SPACE PLUS THE NUMBER OF OCCUPANTS EGRESSING THROUH IT FROM THE ACCESSORY SPACE. TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT: * ACCESSORY STORAGE: 300 SF / OCCUPANT * ASSEMBLY, FIXED SEATS: NUMBER OF FIXED SEATS INSTALLED. * ASSEMBLY, PEWS: 18 -INCHES / PERSON * ASSEMBLY, WITHOUT FIXED SEATS; CONCENTRATED (CHAIRS ONLY): 7 SF / OCCUPANT * ASSEMBLY, WITHOUT FIXED SEATS; UNCONCENTRATED (TABLES AND CHAIRS): 15 SF / OCCUPANT * BUSINESS /OFFICE: 100 SF / OCCUPANT * DAYCARE: 35 SF / OCCUPANT * CLASSROOMS: 20 SF / OCCUPANT * KITCHENS, COMMERCIAL: 200 SF / OCCUPANT * LOCKER ROOMS: 50 SF / OCCUPANT * MECHANICAL ROOMS: 300 SF / OCCUPANT * STAGES AND PLATFORMS: 15 SF (NET) / OCCUPANT * REFERENCE PLAN ON THIS SHEET FOR OCCUPANT LOAD FACTORS (OLF) AND OCCUPANT LOADS (OL). 1004.3 POSTING OF OCCUPANT LOAD: * ASSEMBLY OCCUPANCIES SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE. TABLE 1004.4 EXITING FROM MULTIPLE LEVELS: * WHERE EXITS SERVE MORE THAN ONE FLOOR, ONLY THE OCCUPANT LOAD OF EACH FLOOR CONSIDERED INDIVIDUALLY SHALL BE USED IN COMPUTING THE REQUIRED CAPACITY OF THE EXITS AT THAT FLOOR, PROVIDED THAT THE EXIT CAPACITY SHALL NOT DECREASE IN THE DIRECTION OF EGRESS TRAVEL. TABLE 1005.1 REQUIRED EGRESS WIDTH PER OCCUPANT SERVED (WITH SPRINKLER SYSTEM) * STAIRS: 0.2 -INCHES / OCCUPANT: REFERENCE DRAWINGS FOR SPECIFIC OCCUPANT LOADS. * OTHER: 0.15 -INCHES / OCCUPANT: REFERENCE DRAWINGS FOR SPECIFIC OCCUPANT LOADS. * REFERENCE SECTION 1025 FOR ADDITIONAL ASSEMBLY REQUIREMENTS. 1005.2 DOOR ENCROACHMENT: * DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE RQUIRED WIDTH TO LESS THAN 'h DURING THE COURSE OF THE SWING. 1007.1 ACCESSIBLE MEANS OF EGRESS * ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. * SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY OR ANY PORTION OF THE EXTERIOR WALL OF THE FIRST STORY OF THE BUILDING AS MEASURED 3Y AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. N/A PER INDIANA AMENDMENT IN SPRINKLERED BUILDINGS NOT USED FOR HIGH PILED STORAGE. (0 MECHANICAL CODE: O * SMOKE DETECTORS SHALL BE PROVIDED FOR HVAC SHUTDOWN FORS STEMS DELIVERING IN EXCESS OF 2000 CFM [606.1, IMC]. v PLUMBING CODE: * 412.2 INDIANA AMENDMENT: FLOOR DRAINS SHALL BE INSTALLED IN TO LET ROOMS CONTAINING 2 OR MORE WATER CLOSETS OR A COMBINATION OF 1 WATER CLOSET AN D 1 URINAL. * 412.4 INDIANA AMENDMENT: FLOORS SHALL BE SLOPED TO FLOOR DRAINS WHERE DRAINAGE OCCURS ON A REGULAR OR FREQUENT BASIS. I * 1014.1 INDIANA AMENDMENT: AN APPROVED GREASE TRAP SHALL BEI STALLED IN WASTE LINES LEADING FROM SINKS, DRAINS, AND OTHER FIXTURES OR EQUIPMENT 14 ESTABLISHMENTS WHERE GREASE MAY BE INTRODUCED INTO THE DRAINAGE OR SEWAGE SYSTEIN QUANTITIES THAT CAN AFFECT LINE STOPPAGE. PAGE 13 PAGE 5 * 1015.0 INDIANA AMENDMENT: UNLESS SPECIFICALLY PERMITTED BY LOCAL ORDINANCE, NO FOOD WASTE DISPOSAL UNIT OR DISH WASHER SHALL BE CONNECTED TO OR DISCHARGE INTO ANY GREASE TRAP OR INTERCEPTOR. PAGE 14 :AR10300155 * = S TAT E OF 0 ' F *fft1 Ata % * Q•`0N �` C___ - f, . 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