Loading...
HomeMy WebLinkAboutElectrical Plan; Fire DepartmentINTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMNIMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS lI MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL _ _ Accessories for gypsum board Adhesives for fastening gypsum wallboard STANDARD ASTM C 1047 ASTM C 557� J Exterior sofllit board_ ASTM C 931 _ Fiber -reinforced gypsum_Einels i ASTM C 1278 Glass that gypsum backing panel _- ASTM_C 1178 Glass mat gypsum substrate ASTM C If 77 — Gypsum backing board and gypsum sh_aliliaer board ASTM C 442 Gypsum ceiling board ASTM C 1395 _— _ Gypsunisheathing _ ASTM C 79 Gypsum wallboard ASTM C 36 _ _ Joint reinfotcing tope and compound ASTM C_474; C 475_ Nails for gypsum boards ASTM C 514, F 547, F 1667 Predec2l t,W sum board __ ASTM C 960 _ Steel screws ASTM C.95_4_ C 1002 Steel studs, loud bearing ASTM C 955 _ Steel Studs, nonload bearilig __ Standard s, n6ftication ibLun board ASTM C 645_ _ASTM C 1396__ Testing gypsum and gypsum products -- - _ ASTM C 22; C 472;- C_473 --- Wafer -resistant gypsum backing board ASTM C 630 --� MATERIAL _ STANDARD Gypsum board GA-216; ASTM C 840 Gypsum sheathinE _ AS"fM C 1280 _gypsum veneer base -�� ASTM C_ 844 Interior lathing anti Currini ASTM C 841 Steel framinR for gypsum boards ASTM C 754; C. 1007 FIGURE 703,712.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TABLE 703.5.5 VISUAL CHARACTER HEIGHT • E w� MEN not in pictogram :'•. ----_J field FIGURE 703.6.1 PICTOGRAM FIELD HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40 inches (1016 mm) to less than or equal to 70 inches (1780 mm) less than 72 inches 1830 mm 5/8 Inch 16 TM 72 Inches (1830 mm) and greater 5/8 inch (16 mm), plus 1/8 inch (3.2 mm) per foot ($05 mm) of viewing distance _ above 72 Inches 1830 mm) less than 180Inches 4570 mm 2 Inches 61 mm 160 Inches (4570 mm) and greater 2 inches (51 mm), plus 116 inch (3.2 mm) per foot (305 mm) of viewing distance Greater than 70 inches (1780 mm) to lees than or equal to 120 Inches (3060 mm) above 180 inches 4670 mm less than 21 feet 8400 mm 3 Inches 75 mm 21 feet (6400 mm) and greater 3lnches (75 mm), plus 1/81nch (32 mm) per foot (305 mm) of viewing distance Greater then 120 inches (3050 mm) above 21 feet 6400 mm ZAkCa'aC trtr.s IE)CT'CW�fvt'5"100I)F. e'r�C.f JVZ A" fOle LdCA,171la""9 ) BACKaWALL SIDE eRA® BAIR$ AT WAT" CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL BE LOCATED ON LATCH SIDE Of DOOR, (40 ' m o A -,a Trm) • PLUMBING TO BE WRAPPED WITH INSULATION. Grab Bar t 1 $0 I I 30 76D 760 TOE CLEARANCE LAVATORY CLEARANCES ItESTROOM DETAILS BUILDING INFORMATION: 2017 FLORIDA BUILDING CODE LEVEL II ALTERATIONS BUILDING AREA: AREA OF IMPROVEMENTS 2A18 S.F. GROUP: B BUSINESS OCCUPANT LOAD PER TABLE 1004.1.2 1418/100=14.18 TOTAL OCCUPANT LOAD FOR AREA OF IMPROVEMENT 15 CONSTRUCTION TYPE: TYPE VB ALLOWABLE AREA PER TABLE 503: GROUP B 9,000 S.F. BUILDING IS SPRINKLERED TENANT SEPARATION BETWEEN TENANTS IS 1 HOUR REQUIREMENTS FOR AREA OF IMPROVEMENTS REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 1 WATER CLOSETS 2 WATER CLOSETS 1 LAVATORIES 2 LAVATORIES 0 SERVICE SINK 0 SERVICE SINK 0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 36" PROVIDED EXIT WIDTH PROVIDED 108" REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 2 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 54" TRAVEL DISTANCE ALLOWED 20V TRAVEL DISTANCE PROVIDED 45' 36 19 I ` 19 36 915 4a5 465 915 -.�..m7.A. Fig 45 Irov, Minimum Cla=nces for Seating and Tables R MM"y 9 t�L „ Cot_14 at-e. 0 (O-O AtF'I, At ©T_ 1$ Y' 3`�g ZA Q,a.l MTL, 1'11f:S @ it 6fIn-, %'juI -W(0) (qa 'W SC2gw4 Q 4 'o •CI r0'-t 2"D,L F°tEL.I. r owe. SY�TFM SCOPE OF WORK: ADD TWO 4'-0" HIGH KNEE WALLS. CONSTRUCT TWO CONSULT ROOMS. CONSTRUCT RECEPTION / WAITING AREA. ADD FIVE ELECTRICAL OUTLETS IN CONSULT ROOMS TIED TO EXISTING SPARE BREAKERS NOTE: WALLS TO BE CONSTRUCTED 2'-0" BELOW EXISTING CEILING THEREFORE NO MODIFICATIONS TO EXISTING LIGHTING AND FIRE SPRINKLER SYSTEM IS REQUIRED. _ Ft�W v�l FY >)DthC17aC+ Aga p..gsi?'Fs+.eSN1.�'l h#qV fr r `- r 1 f Co�sLl LT VI��' cof�sL�L�r IT-P-Ar M s;� T- s�ppa 1401 EJyi&e 15>I-I �P 11 c.1 @,o Li"er 15 J I t' G7IL'E s,s k60.t® To 5wIN4 to Pt ®P 304"+ t.PA W/tzxrz TCAt4tfR1-' met ts-� 4 Yft^Cr� hP,sEr- 6VWAu-Bx- w/ I-zo AMQ SKl&A.r- -V, T=oi- 30b1-1'CETS WIA.'t TAC_COR.VCyF �pp wA2T'j I44'E w IZ W r>Z4- IN S/¢" Cot3�url" r W�b r Ll r�r Nr d q$ If KrBE.Ew ` tVAT"kSfzT- N if , 0- 4 I 6 -O , 3 Gg CggEp o�.nlln'hCe `� EriC , D� t.18 n�ik � Lga'ts ILT- fN .NC14 1c;<AtT+NIv Il3f � Dh� Y4.f 5.4gR COOPTS-0-