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CODE INFORMATION FIXTURE LEGEND <br />SYMBOL DESCRIPTION <br />• <br />I. Applicable Codes: Table 704.8: Maximum area of exterior wall openings ni s Vlf. Exit Capacity: XI. Plumbing Fixture analysis (Table 403.1): <br />WALL MOUNTED LIGHT FIXTURE, AT EXTERIOR.LIGHT FIXTURES ABOVE <br />A. 2007 Florida Building Code Unlimited with Greater than 25 - 70 %separation greater than 30'. A. I' frnum number of exits: (1018.1) A. Occupant load: DOORS ONLY TO BE EMERGENCY LIGHTS. SEE ELECTRICAL <br />B. 2007 Florida Plumbing Code Greater than 20' - 45 % 1. Occupant load (cumulative) = 92 occupants = 2 exits, min. 1. 92 occupants (46 mate, 46 female) LIGHTED EXIT SIGN WITH BATTERY BACK -UP; <br />C. 2007 Florida Fire Code Greater than 15' - 25 <br />fixtures required: <br />D. 2007 Florida Mechanical Code Greater than 10' - 15 %B. Dumber of exits provided: 5 B' Minim� LOW BAY FIXTURE - NL REPRESENTS NIGHT LIGHT • <br />E. 2002 NFPA 13 Greater than 5' - 10 % 1 •Mate: ONt_ <br />F. 2000 NFPA 101 - Life Safety Code Less than 5'- 0 % C. Minimum exit width required (Table 1005.1): a. 1 toilets (1 water closet) (1 for each 500 mates) <br />G. 2000 International Energy Conservation Code b. 1 lavatories (1 for every 750 mates) � PROPOSED FIRE EXTINGUISHER - EXACT COORDINATE LOCATION WITH <br />1. Doors: 0.15 inches FE FIRE MARSHALL <br />IV. Fire Suppression System: � person 2. Femme <br />First floor - 92 occupants x 0.15 = 14" of required door width a. 1 toilets 1 for each 500 females N <br />II. Occupancy Group: (Non -separated Mixed Use 302.3.2) A. Fully sprinklered (903.2.6 and 903.2.10) ( ) * PROPOSED PULL STATION - EXACT COORDINATE LOCATION WITH FIRE <br />B. An automatic fire detection system shall be installed throughout high -piled b. 1 lavatories (1 for every 750 females) Ps MARSHALL = <br />d id width it Exwprove: 3. Drinking A. Group S-1 (Storage) (311.2) combustible storage areas where required by the IFC. (907.2.14) D. 9 fountains: Uz g <br />B. GroupM Mercantile 309 C. Fire extinguishers as required b Fire Marshall. 1. Doors: 204" of egress width provided. a. 1 total (1 for each 1000 occupants) WALL MOUNTED BATTERY PACK O co <br />s <br />9 p D. Provide "Knox Box" if required by local Fire Marshall Locate per Fire 4. Service sinks. + u <br />C. Zoning Classification: Site Specific O M o s <br />a. 1 required, 1 o w° z o ►� <br />III. Construction Type: Q E W � • <br />Marshall directive. VHf . of Exits: � ¢ p m M <br />V. Building Height and Area: WALL LEGEND w L <br />g g A. Separation of Exits: At least 2 exits shall be placed a distance mart equal o <br />ce <br />A. V-B (Table 601) A. AllowableHeight: 2 stories or 60' base on most restrictive occupancy to not less than /the length of maxim�rn overall diagonal dimension nc W Q N Ln = iZ W <br />B. Fire Resistance Requirements (Table 601) (Mercantile), (Table 503 w/ 504.2 increase). of the area bang served (1014.2.1)• 5/8" GYP. BD. ON EACH SIDE ON 358" METAL STUDS @ 16" <br />C. As Listed: Actual Height: 24'-0" B. Maximum travel ce: 2M feet (Table 1015.1). O.C. (20 GA) UNO- TO DECK - PROVIDE SLIP TRACK AT <br />B. Allowable Area: unffmited provided space is fully sprinkled and �J DECK. <br />Required Provided surrounded & adjoined by public ways or yards no less than 60' in width <br />1. Exterior bearing walls (See Table 602) regt's. below 0 hour (507.2)• IX Other life safety consideratiori 518" GYP. BD. ON EACH SIDE ON 3 5/8" (20 GA) METAL + <br />Actual Area: 7,026 sq. ft. A. Minimum accede sway : 44" (1009.1). STUDS @ 16" O.C. - 8" ABOVE ACOUSTICAL CEILING TILE <br />2. Exterior non -bearing walls (See Table 602) regt's. below 0 hour B. I rfl corn : 44" (1016.2), I I <11 OR AS OTHERWISE NOTED - PROVIDE 3" SOUND BATTS. • <br />3. Interior bearing walls 0 hour N/A C. Dead end cdrYi r: 20' maxi tri 1016.3 . L_`_J ICI ALL RESTROOM & OFFICES WALLS & CEILINGS ABOVE <br />4. Combustible materials allowed FRT VI. Occupant Loan (Table 1004.1.2) ( ) (ALL PLUMBING WALLS TO BE 6" METAL STUDS) <br />D. Door clear with: 32" mirtirnurn (1008.1). <br />5. Structural frame 0 hour N/C A. First floor: 7,026 sf gross, 6,922 sf leasable area E. Interior finishes (Tabe 803.4): <br />6. Floors 0 hour N/C 1. Vertical Exits/ PCB I 3 STONE VENEER OVER 8" CMU WALL <br />7. Roofs 0 hour N/C 1. Retail sales space - 1 person per 30 square feet Passageways -is <br />8. Shaft enclosures 707.4 0 hour N/C 1,360 sq.ft./30 = 45 occupants 2. Exit Access Goorrdors -Class B <br />( ) in � - 1 f 3. Rooms/ Enclosed Spaces: Class C n <br />2. Business areas space 1 person per 00 square feet STONE VENEER OVER 12 CMU WALL <br />4. Floor Finishes -Class if - Fluor finish materials must comply with <br />9. Fire Wall (@ adjacent mall) 3 hour See Table 705.4 N/A Misc 430 sq.ft./100 = 5 occupants DOC FF-1 'pill test' (804.5), <br />10. Stairs 1 hour N/A Offices 125 sq.ft./100 = 2 occupants n n w <br />No Rated Floor & Ceiling 5 12 CMU WALL WITH 3 5/8 METAL STUDS AND STONE o • <br />r Service 3,437 sq.ft./100 = 35 occupants VEENEER <br />Fire Resistance rating regt s for Exterior walls based on fire seperation distance <br />Table 602: Total = 42 occupants <br />Less than 5' 2 hour N/A 3. Storage and stock rooms - 1 person per 300 square feet El- <br />G STONEVENEER OVER 16" CMU WALL (12" + 4" CMU) <br />Greater than 5' less than 10' 1 hour NIA 1,674 sq.ft./300 = 6 occupants reater or eq. to 10' 0 hour 0 hour Total occupants = 92 STONE VENEER OVER 16" CMU WALL (12" + 4" CMU) WITH 2 <br />7 5 METAL STUDS (24GA) @ 16" O.C. UNO WITH ONE LAYER <br />IIIJJJ / GYP. BD. TO DECK ANCHORED TO CMU AT Y4 POINTS. <br />STONE VENEER OVER 20" CMU WALL 02" + 8" CMU) WITH 2 ° m <br />8 Y2" METAL STUDS (24GA) @ 16" O.C. UNO WITH ONE LAYER <br />GYP. BD. TO DECK ANCHORED TO CMU AT Y4 POINTS. <br />o <br />Z <br />Z� <br />W U f V <br />y y C <br />0r°Jn,M m Ocvad <br />1 2 0 <br />EMIT #4 (STORAGE) EXIT #a <br />34 OF EGRESS 34 OF EGRESS O <br />WIDTH PROVIDED WROTH PROVIDED o <br />0 <br />CONT. SLIP TRACK, SECURE 5' 0" -0" 40'-0" <br />TO DECK <br />i� O <br />METAL TRACK B - - - - - - <br />a� <br />1 -14 10`-0.' '-5" 24'73" 71 <br />J <br />Y <br />MTL. STUDS E] E `° Q <br />_I G <br />y <br />5/8" GYP BD, CONT. TO DECK - T- -L7 <br />:T SECURE TO MTL. STUD NOT !I, ., �\ /4$'-� $ O O • <br />SLIP TRACK � 47 3 �+ -(� <br />/ r <br />F <br />O <br />J <br />o O 110000 <br />_ • <br />TAILSLIP TRACK - PARALLEL )�E <br />SCALE:3"=1'-0" EXIT #1 W = • <br />68 OF EGRESS N 4 <br />EXIT #3 E WIDTH PROVIDED N <br />34" OF EGRESS =' i <br />WIDTH PROVIDED <br />2 <br />I <br />l <br />r- ISSUE <br />SUE DATE <br />I <br />- --- 12-1-08 <br />MIX <br />y O IMU DIST,� _ . <br />k} RALL IIE� NICE BE EE�I <br />- S r REV DATE <br />E <br />O n <br />I <br />T _ <br />� _ S <br />1 <br />4 R <br />E <br />� Ar <br />R TMq 1�2 <br />CONT. SLIP TRACK, SECURE _ _ _ -11_111111 <br />__ "----- <br />TO DECK A IBM Beam aima <br />METAL TRACK ate.. • <br />EXIT #2 <br />34" OF EGRESS �tIF <br />MTL. STUDS WIDTH PROVIDED <br />�,_L_5/8"GYP BD, CONT. TO DECK - <br />SECURE TO MTL. STUD NOT <br />SLIP TRACK <br />This drawing and the design shown is the <br />property of the architect. The reproduction, <br />copying or use of this drawing without their <br />written consent is prohibited and any <br />0 1 2 3 infringement will be sub'ect to legal action. <br />LIFE SAFETY <br />LIFE SAFETY PLAN PLAN / CODE INFO <br />1 SCALE: 1/8"=1 '-0" • <br />PROJECT NORTH LS= <br />3 )_�ETAIL,- ,_SLIP TRACK PERPENDICULAR <br />SCALE.3 -1 0 <br />8-STRAIGHT PROTOTYPE - REVISION 16 - 06-18-08 <br />