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HomeMy WebLinkAbout4-20-20 calif. closet arch permit set-r iIv irxi�x rllviart �LA�airit;niivly 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 RECOMNIIvIENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLA5S II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WLTH NFPA 253 CLASS I , 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 GYPSUM BOARD MATERIALS AND ACCESSORIES MATERIAL- STANDARD Accessories for sum board ASTM C I047 Adhesives for fastening gypsum wallboard ASTM C 557 Gxterior soffit board ASTM C 931 Fiber-reintorced + sum anels ASTM C 1278 Class mat++ sum backint; anal ASTM C 1178 Gtass nmt + sum subshnta ASTM C 1177 Gypsum backing board and gypsum sha[4tiner board ASTM C 442 - _ G sumceilin+board ASTM C 1395 G sum shanthin + ASTM C 79 G sum wallboard ASTM C 36 Joint reinforcin + bt e and cmnDound ASTM C 474; C 475 Nails for gypsum boards ASTM F 547, C F 514, I667 Predacorated + sum board Steel screws _ _ Stee( studs, Toad bearin ASTM ASTM ASTM C C C 9G0 954; C 1002 955 Steel studs, nmdoad bearin + ASTM C G45 _ Standard s recitication !'orgy sum board ASTM C 1396 Testing gypsum and gypsum products ASTM C 473 C 22; C 472; Water-resistant gypsumbuckiti+baard ASTMC630 _J NDTE: Equlpmenl pemafed h NeCe4atee E#toutaHelphl and Knee Gearenca TABLE 2503.7 INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL STANDARD G .sum board. GA-21 �; ASTM C 840 Gy sum sheathing ASTM C t280 _ G sum veneer base ASTM C 844 Interior Inthin *and fiurin(� _ ASTM C 841 Steel t}aming fasypsum boards ASTM C 754; C 1007 ZAlO T5C �'c(e� EXTiNt_ V15FiB.� (,ram,-E� �LAw.A 'FO'e L OCA'['t���7 DOOR SCHEDULE DOOR NUMBER DOOR SIZE DOOR TYPE REMARKS 1 EXISTING DOORS TO REMAIN 2 2'-6" X 6'-8" HOLLOW CORE WOOD DOOR 3 3'-0" X 6-8" HOLLOW CORE WOOD DOOR 4 3'-0" X 6'-8" HOLLOW CORE WOOD DOOR WITH CLOSER S 3'-0" X 6'-8" SOLID CORE WOOD DOOR WITH CLOSER 6 PAIR 3'-0" X 6'-8" SOLID CORE WOOD DOOR WITH CLOSER NOTE: ALL DOOR HANDLES SHALL BE SINGLE ACTION LEVER HANDLES VERIFY WITH OWNER LOCATIONS OF SECURITY LOCKS (OFFICES, ETC..) _. _ /"-9tt b BACKeWALL SIDE WALL QRAB BARS AT WATER CLOSETS ---- _. • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRNACY LOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL BE LOCATED ON LATCH SIDE OF DOOR.CGo°rb C�>Ji'eIr) PLUMBING TO BE WRAPPED WITH INSULATION. BUILDING INFORMATION: 2017 FLORIDA BUILDING CODE BUILDING AREA: OFFICE 1,990 S.F. WAREHOUSE 8,O18S.F. TOTAL BUILDING AREA 10,008 S.F. GROUP: B BUSINESS OCCUPANT LOAD PER TABLE 1004.1.2 - OFFICE 1990 / 100 =19.9 WAREHOUSE 8,018 / 500 =16 TOTAL OCCUPANT LOAD 36 CONSTRUCTION TYPE: TYPE IIB ALLOWABLE AREA PER TABLE 506.3: GROUP B 92,000 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 2 WATER CLOSETS 2 WATER CLOSETS 2 LAVATORIES 2 LAVATORIES 1 SERIVCE SINK 1 SERVICE SINK 1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 72" PROVIDED EXIT WIDTH PROVIDED 108" REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 2 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 80" TRAVEL DISTANCE ALLOWED 400' TRAVEL DISTANCE PROVIDED 149.5' — ;; 1/4 max 1/4 TO 1!2 es 8. - :i iip TOE ..'� �:i:.T:::d. _.:.. 2 -. :i:E� :iifi:ii:i: :::;i::i:e �— � . ro-,•;•,.. ;•;•� .:.:::: � :...::::: CLEARANCE :.......::.:.....:..::. ,_ -,. t KNEE C CLEARPN E D PTH E B ml 7 - 2a5 (C) (dI Changes in Level Changes in Level LAVATORY CLEARANCES J �� �'��� THRESHOLD ON ACCESSIBLE ROUTE _ ACCESSIBLE RESTI�OOM DETAILS - ' "° SCALC i�rs FLORIDA ACC�SSIBiLITl' CODE REQUIEiEMEN _ _ — (b) Clear Ffoor Space i free-Blo9ndlrlp � �-� BNtt�ln Pounleln or Coaler Fountah or Cooler DRINKING FOUNTAINS SHALL BE HI -LOW WITH SPOUT OUTLET ®36" MAX AND 38"-43"MAX. FOR PERSON STANDING. 9POt)'F $iiAI.L BE LOCATED 15"MIN, FROM SUPPORT WALL Bc 5" FROM FRONT EDGE OF UNIT. SPOUT SHALL PROVH)E A WATER P1AW OP 4" H[OH MIN. 30 � � 30 760 760 36 � 19 I '' 19 36 975 � 435 915 Greb Bar C •� � MEN- nDt In plctogrem - - Held FIGURE 703.7.2.7 FIGURE 703,6.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY PICTOGRAM FIELD ' TABLE 703.5.E wei mt runenr•ree unn_ur HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 401nches (1075 mm) to less than or equal to 70 inches (7780 mm) lass than 721nches 7830 mm 5/e Inch t6 mm 72 Inches (7830 mm) end greater 5/e Inch (76 mm), plus 1/S Inch (3.2 mm) per toot (306 mm) of vlewing tllstence above 721nches 7830 mm Greeter then 70 inches (1780 mm) to lass then or equal to 1201nches (3050 mm) less then 780 Inches R570 mm 2 Inches 67 mm - 1001nches (4570 mm) end greater 2 Inches (51 mm), plus 1/a Inch (3.2 mm) per foot (305 mm) of vlewing dlstanca above 1 BO Inches 4570 mm less than 21 feet 3400 mm 3 inchas 75 mm Greater than 1201nches (3050 mm) 27 feet (6400 mm) and greeter 3 Inches (75 mm), plus 1/Bloch (3.2 mm) per foot (305 mm) of vlewing dletance above 21 lest 8400 mm L a us c���iN�E-Etou pt°C:C2�FFtilC� �.aoF e'c'euc:-r��� @" 2a C+.. a t-1srtt� Z.X6t' G.tc1D CLGor lo'—or' A�;F, (5h3�x 35�8" Zia GA Mc -Inc.. SrUPS @ 24 " o,C, oQ 15/SRSS!& I$(pA. MEYtRf, rjTN Ph (.: 2�-'t �.Cr S ��- PLf�a.� F'c� L.o CN,Z,"tP ra i/Z" Dtz'l' W ALL iti r+tBoZf=BMNi F, I N t=�sTe�o rw of>sr__ a.s seL.��rEp CouC��T� S«$ .. Fig 45 ,�^' )-1, Ccn u � �Tfci� Irl� Minimum Clearancesfor Seating and Tables �f7t '�(, kf.r (r.t�SiA=�. ..r-.`'PIG�� ;7��-�"Y�`QN �JG C•�"IQ� ftCC E,SS t ©l.� C a is t�T�-tom � TP.,�„�,,,. G- N r s __. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT CALIFORNIA CLOSETS TENANT IMPROVEMENT ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER !. PROJECT NUMBER C 2 O 00 ¢ DATE CACt F, CtosEr