Midwestern Engineers, Inc. Plan Preview

I EXISTING FIRE AREAS #1 & #2I (c-----.------y I PROPOSED FIRE AREA #3 I FUNCTION OF SPACE AREA OF SPACE OCCUPANT LOAD FACTOR CALCULATED OCCUPANTS PER SPACE CONF./TRAINING 1,032 S.F. 15 S.F. NET 69 OCCUPANTS □ □ D □ D SLEEPING 511 S.F. 200 S.F. GROSS 3 OCCUPANTS FE 1 HR RATED EXTERIOR WALL DUE TO FIRE SEPARATION DISTANCE < 5 FT PER TABLE 602 [IBC] (PARAPET NOT REQUIRED SINCE BUILDING AREA LESS THAN 1,000 S.F.) � - - 9 - 0 � MINUT [ FIRE LDO�O�R F W�Ss!i NFPA13D SPRINKLER SYSTEM REQUIRED QUICK-RESPONSE OR RESIDENTIAL D I □ I / / I □ □ N □□ □□ □ I □ □ I □ 11 □ 1 □ □ 11 □ 1 'I,, �§ 4- _....;1;;; 34 ;;;•;_1 ------------------+-- ,,._.,_2 HR FIRE WALL □□□ 5•- 0" 1 HR RATED EXTERIOR WALL □ □ EXTEND 5 FT FROM EXISTING BRICK FACE GENERAL PLAN NOTES 1. AREA USED TO CALCULATE OCCUPANT LOAD IS TAKEN FROM OUTSIDE OF WALL RATHER THAN INSIDE TO BE CONSERVATIVE. 2. ACTUAL OCCUPANT LOAD PER SHIFT B MAX. 3. ONSITE BACKUP GENERATOR USED FOR EMERGENCY LIGHTING IN CASE OF POWER FAILURE. 0 LIFE SAFETY PLAN 4. FIRE DOOR SHALL BE SELF-CLOSING & INTEGRATED WITH SMOKE DETECTORS. SCALE, 1/4•' - 1'-0" LEGEND: � EXIT SIGN EMERGENCY COMBO • WEATHERPROOF EXTERIOR REMOTE HEAD Q EMERGENCY LIGHT EXIT SIGN WITH OR WITHOUT ARROW DIRECTED TOWARD EXIT 10-LB 4A,60B,C. TRI-CLASS DRY CHEMICAL PORTABLE FIRE EXTINGUISHER (RECHARGEABLE OR NON-RECHARGEABLE VERIFY WITH OWNER) --2 HOUR FIRE WALL fm½7ff/4f 1 HOUR EXTERIOR WALL COMMON PATH OF TRAVEL - - - - TRAVEL DISTANCE CID TOTAL TRAVEL DISTANCE TO EXIT [RR'] COMMON PATH OF TRAVEL DISTANCE @ SMOKE DETECTOR 5. FIRE DOOR SHALL USE FIRE EXIT HARDWARE & SHALL HAVE SMOKE SEALS. 6. DOOR VISION GLASS IS LIMITED TO 100 SQUARE INCHES (4"x25") & SHALL BE LABELED AS "D-H-90" PER NFPA 252, UL 1OB, OR UL 1QC STANDARD TEST METHOD. 7. THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE W / ASTM E Bl 4 OR UL 1479, W / A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER AND SHALL HAVE AN F RATING OF NOT LESS THAN 2 HRS. SMOKE DETECTION NOTES 1. SMOKE DETECTORS SHALL BE INSTALLED ACCORDING TO NFPA 72 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. SMOKE DETECTORS SHALL BE CEILING MOUNTED AND HAVE WHITE FINISH. 3. REFER TO ELECTRICAL POWER DRAWINGS FOR APPROXIMATE SENSOR LOCATIONS. IN ADDITION, SENSORS SHALL BE SPACED AS FOLLOWS, a.THE DISTANCE BETWEEN SMOKE SENSORS SHALL NOT EXCEED A NOMINAL SPACING OF 30 FEET. b. ALL POINTS ON THE CEILING SHALL HAVE A SENSOR WITHIN A DISTANCE EQUAL TO, OR LESS THAN, 0.7 TIMES THE NOMINAL SPACING. c.SENSORS SHALL BE LOCATED WITHIN A DISTANCE OF ONE-HALF THE NOMINAL SPACING, MEASURED AT RIGHT ANGLES, FROM ANY SIDE WALL. 4. DETECTORS MUST BE INSTALLED A MINIMUM OF 36" FROM AIR DIFFUSERS OR FROM AIRFLOW THAT EXCEEDS THE LISTED LIMITATIONS FOR THE OETECTOR. 5. SMOKE DETECTORS SHALL BE 120V HARDWIRED AND HAVE A MONITORED BATTERY BACKUP. THE UNITS SHALL HAVE A PLUG-IN CONNECTOR AND BE INTERCONNECTED WITH ALL SMOKE ALARMS. 6. SENSORS SHALL HAVE A SOLID STATE PIEZO HORN RATED FOR A MINIMUM 85D8 AT 10 FEET. 7. SMOKE DETECTORS SHALL BE A PHOTOELECTRIC AND IONIZATION DUAL SENSOR ALARM EQUAL TO FIRST ALERT 31208. BUILDING CODE SUMMARY BASED ON THE, INDIANA BUILDING CODE [IBC], [675-IAC-13 IBC] 2012 INTERNATIONAL BUILDING CODE [1st PRINTING], w/ 2014 INDIANA AMENDMENTS, EFFECTIVE DECEMBER 1, 2014 INDIANA FIRE PREVENTION CODE [IFC], [75-IAC-22 IFC] 2012 INTERNATIONAL FIRE COOE, [1st PRINTING], w/ 2014 INDIANA AMENDMENTS, EFFECTIVE DECEMBER 1, 2014. INDIANA SUPPLEMENTARY FIRE SAFETY RULES, [675-IAC-24 SFSR] EFFECTIVE MAY 17, 2003. INDIANA MECHANICAL CODE: [675-IAC-18 IMC] 2012 INTERNATIONAL MECHANICAL CODE [1st PRINTING] w/ 2014 INDIANA AMENOMENTS, EFFECTIVE DECEMBER 1, 2014. INDIANA ELECTRICAL CODE, [675-IAC-17 IEC] 20D8 NATIONAL ELECTRICAL CODE [1st PRINTING] w/ INOIANA AMENDMENTS, EFFECTIVE AUGUST 26, 2009 FIRE & BUILDING SAFETY COMMISSION 675 IAC 17-1.8-1. INDIANA PLUMBING CODE 2012 EDITION 2006 INTERNATIONAL PLUMBING CODE 2nd ED. AMENDED INDIANA 2012, WHICH IS ONLY AVAILABLE ELECTRONICALLY THRU INTERNATIONAL CODE COUNCIL'S WEBSITE EFFECTIVE DECEMBER 24, 2012 INDIANA FUEL GAS CODE, [675-IAC-25 IFGC] 2012 INTERNATIONAL FUEL GAS CODE [2nd PRINTING], w/ 2014 INDIANA AMENDMENTS, EFFECTIVE DECEMBER 1, 2014. INDIANA ENERGY CONSERVATION CODE 2010 [ASHRAE 90.1 2007 EDITION, AS AMENDED] EFFECTIVE 5-6-10 M IXED; SEPARATED B = EXISTING OFFICE (FIRE AREA #1) 413594-RELEASE OAT B = EXISTING APPARATUS BAY (FIRE AREA #2) CDR PROJECT No. OCCUPANCY GROUP(S), R-3 - PROPOSED SLEEPING QUARTERS /FIRE AREA •31 E 2/12/2020 CONSTRUCTION TYPE: V-B ALLOWABLE AREA, B = 9,000 S.F. & 2 STORY ALLOWED [PER IBC TABLE 503] R-3 = UNLIMITED ACTUAL AREA, BUILDl�G �o. l EXISTING FIRE STATION & APPARATUS BAY, 8,040 S.F. + 6,628 S.F. = 14,668 BUILDIHG Ho. 2 PROPOSED SLEEPING QUARTERS, 511 S.F. OCCUPANT LOAD & EXIT(S), USE AREA (s.f.) SPACE SERVED LOAD FACTOR OCCUPANTS [BASED ON TABLE 1004.1.2] R-3 511 SLEEPING UNIT 200 s.f./PERSON 3 PER IBC; 7 ACTUAL EXIT WIDTH, OCCUPANTS FACTOR REQ'D /in) PROVIDED On) [BASED ON TABLE 1D05.3.2] 7 o.2d 1 i 1 . 4 (Q 36(I) (I) " FACTOR FOR SIZING McANS Of [GR£SS COMP�[N7' WIOfH (�) - F�CTO!I fOR srzl><i; l'E.l!IS Of EGRESS 5'11J!1¥1AY WIDTH USE REQ'D PROVIDED EXIT(S) REQ'D, 1 [BASED ON TABLE 1015.1 & 1021.1] R-3 EXIT ACCESS TRAVEL DISTANCE < 75 FT. 2 MAX TRAVEL DISTANCE TO AN EXIT: ACTUAL (ft) MAX. DISTANCE (ft) ALLOWED [BASED ON TABLE 1016.2] 34 200(il) (111)" TRAVEL �STA.IICE \\'llliOIJT Sl'lllJfKL.ER (t.)" TRAVEL OIST.tl< GE \\'ITli SPRINKWI USE SPACE SERVED AREA (s.f. SPRINKLER FIRE ALARM AUDIBLE & VISUAL ALARMS FIRE PROTECTION SYSTEM, R-3 SLEEPING UNIT 511 REQ'O REQ'D REQ'D PORTABLE FIRE EXTINGUISHER: OCCUPANCY SERVED EXTINGUISHER MAX. TRAVEL DISTANCE TO EXTINGUISHER (ft.) PER [F] TABLE 906.1 IBC, R REQ'D 75 SECTION 3104.12 IFC PLUMBING FIXTURES REQ'D PER 2012 IBC TABLE 29 OCCUPANCY WATER CLOSET PER M/F LAVATORY PER M/F DRINKING FOUNTAIN SERVICE SINK EMERG. SHOWER/EYEWASH AOA SHOWER , REQ·o 1 REQ'D NOT REQ D 1 REQ'D NOT REQ'D NOT REQ'O R-3 1 PROVIDED 1 PROVIDED < 15 OCCUPANTS NOTES, (1) ACTUAL TOTAL OCCUPANT LOAD IS 15 MAX; PER SHIFT IS 8 OCCUPANTS MAX. (2) EXISTING UNISEX PLUMBING FIXTURES PROVIDED SINCE LESS THAN 15 OCCUPANTS PER SHIFT. FRONTAGE INCREASE CALCULATION: ---- F - 656 L.F. -P 68' r.o EXISTING o 6,628 SF � ;w=, '7T, '7nC­ � A"'e«-'<'ro >30. U) EXISTING 0 6.628 SF 14• >30' 10· 55• >30. ' ' PROPOSED! PROPOSED : 511 SF I 511 SF : I EXISTING 8,040 SF 59' = 773 L.F. EXISTING t0 ,.., 8.040 SF , 59 ' • 0 , ' ,.., ' L________ A _______ J ,w, - (68•,30') (106'x30') (14'x30') (136'x3o·) (59•,30•) (136',30•) (27.33.x30') (10'x30') (96•,30•) W = 19,570 W/F = 19,570/652 - 30.0 F/P - 656'/773' = 0.85 W/30 - 30/30 - 1.0 [EON 5-2] SECTION 506.2 FRONTAGE INCREASE, I, - [F/P - 0.25] x W/30 - [0.85-0.25] x 1.0 = A, = 9,000 S.F. x 1.60 = 14.400 S.F. FRONTAGE INCREASE NOTES 1. FROM CALCULATION PERFORMED ABOVE, CONSIDERATION OF BOTH EXISTING BUILDINGS WITH THE PROPOSED ADDITION AS ONE BUILDING ONSITE ALLOWS LESS AREA THAN WAS PREVIOUSLY DETERMINED/SUBMITTED. THEREFORE, TWO BUILDINGS ARE PROPOSED, BUILDING No.1 (EXISTING 14,668 S.F.) & BUILDING No.2 (PROPOSED ADDITION 511 S.F.). 2. USE OF A TWO HOUR FIRE WALL SHALL SEPARATE EACH BUILDING. 0.60 LI FE SAFETY PLAN § ;; = "· " u s ·a lo-( • ' 0 � 0 ,,. iii �· �. e 00 -· ·§ � i�i @ '"'.,.., � Q,) r t; N ' -- Q,) "Cl O 00 E 0 "' 0 •• • • 2 �i: g " = � .l u " ' le) ·a � .5's) • • 0, 0 •.; • u E = �� f � � k E ' s QJ O s ...., ,;� '°' 00 "C\ON Q ..,.� QJ "Z9 --- :: .;; "' � ?,i� 0 r..;;:; u g � "'C O ·- o·- � _., •,,...j "' � z � 0 � - w � � � "' "' ., ;! uE ff ' ' " � ' • -= ' = E w § ,0 C u z I- > � I- en z 0 w z wo :, I- II �o 0 z - 0 u. �� 0 w - IL � 0 I- .J - .J 0 II C - II C > ;;.,. � c( 0 E-< 0 � m REVISIONS BID SET C2024 Midwc.11cm Engineers. Inc. 802 \V�sl Broadway S!rcet P.O. Box "295 Loogoo1cc. lndi:1na 47553 DATE JULY 2023 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK C.W.R. PROJECT NUMBER 2021012-14 11 11 OF 11 I FlLE NUMBER I _ 53785 _ Do Not Use Plan Previews for Take Off