Laserfiche WebLink
y <br />w-a+4e..r%-t11 �`.•c� 4�-r �-�'-��7'- -Ti '. '�•.. �is";... <br />_ <br />SPRINKLER NOTE <br />• ALL SPRINKLER RISER PIPES TO RUN FLOOR -TO -FLOOR <br />THROUGH THE STAIRCASE SHAFT. <br />REVISION #5 NOTE: <br />-REMOVAL OF LOADING ENTRANCES AT EAST AND <br />SOUTH ELEVATIONS. <br />-RELOCATION OF STAIRS-1 <br />-RELOCATION OF ELEVATOR -I AND MECH. ROOM. <br />-REVISED ELEVATION AND SECTIONS PER FLOOR PLAN <br />CHANGES. <br />I <br />a <br />0 <br />I <br />0 <br />I <br />0 <br />0 <br />0 <br />I <br />0 <br />I <br />00 <br />O <br />I <br />O - <br />N cD <br />I <br />O <br />i <br />-- - --- <br />w <br />CDT <br />I (� <br />o P <br />T <br />0 <br />I <br />WALL <br />(STU( <br />I <br />0 <br />0 <br />WALL TY <br />(STUCCC <br />TYP. <br />0 <br />NORTH <br />15'-3" <br />i <br />I <br />O <br />0 <br />FLOOR PLAN NOTES <br />0 ALL GYPSUM BOARD MATERIAL TO BE 5/8". <br />• ALL DIMENSIONS ARE TO CENTER OF INTERIOR STUD WALL, <br />EDGE OF CONCRETE SLAB, OR EDGE OF CMU WALL, U.N.O. <br />• METAL STUD PARTITIONS BEHIND ALL PLUMBING AND OTHER <br />FIXTURES SHALL BE BRACED TO STRUCTURE WHERE REQUIRED <br />TO SUPPORT THE EQUIPMENT DESIGNED AND PROVIDED. SEE <br />PLUMBING DRAWINGS FOR CARRIERS, ETC. <br />• THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF <br />ANY DOOR SHALL NOT VARY BY MORE THAN 1/2 INCH: SHALL <br />BE MAINTAINED ON BOTH SIDES OF THE DOOR OPENING FOR A <br />DISTANCE NO LESS THAN THE WIDTH OF THE WIDEST LEAF. <br />RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF <br />1 /4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE <br />NOT STEEPER THAN 1/2". 2020 FBC-B, Section 1010.1.7. <br />ROOM <br />000 ROOM NAME AND NUMBER <br />100 DOOR NUMBER <br />WINDOW TYPE <br />XX - COLUMN LINE <br />00 <br />DETAILED PLAN OR <br />A-X DRAWING BLOW-UP <br />2 EXTERIOR OR INTERIOR ELEVATION <br />A-XX <br />L _ 4 WALL SECTION CUT OR <br />BUILDING SECTION CUT <br />XX WALL TYPE <br />2O 3O 4O � 5.8 6� 3 <br />l A-7,1 <br />r <br />1A/AI I TVPC_'I <br />_1 <br />12 13 <br />I I <br />I <br />245'-10" <br />14 <br />I <br />I <br />I <br />PARTITION LEGEND <br />WALL TYPE-1 (STUCCO ) - EXTERIOR WALL ASSEMBLY <br />WALL TYPE-3 <br />WALL TYPE-1: 1 1 /2" STUCCO; WATERPROOF MEMBRANE <br />5/8" GYP. BD. EA. SIDE ON 4", 25 GA. MTL. STUDS @ 16" <br />® WALL TYPE-5 (2 HR. RATED WALL) (ULJ U4251 <br />ON DENSGLASS SHEATHING ON 6" MTL STUDS, 16 GA <br />O.C. (SEE STRUCT.)W/ 3" BATT INSULATION (FOR SOUND), <br />4" MET. STUDS (25 GA.MIN.) AT 24" O.C. MAX. WITH <br />(SEE STRUCTURAL) BACKUP SPACED 16" O.C. W/R-13 <br />EXTEND TO UNDERSIDE OF STRUCTURE DECK. TAPE, SAND & <br />FLOOR/CEILING RUNNER. BATT. INSULATION. 2 LAYERS OF <br />BATT INSULATION WITH VINYL FACED TO THE INSIDE. AT <br />PAINT. REFER TO STRUCTURAL DRAWINGS FOR LOAD <br />5/8" FIRE RATED GYP. BD. SEE DETAIL SHEET A-14.1. <br />PILASTERS: SAME ASSEMBLY W 2 1 2" STUCCO. <br />/ / <br />BEARING WALLS SPECIFICATIONS. SEE NOTE #4. <br />SEE NOTE #4. <br />INTERIOR FACE: CORRUGATED METAL LINER PANEL, BY <br />WALL TYPE-3A <br />MBM (METAL BUILDING MANUFACTURE) FROM F.F. TO <br />SAME AS WALL TYPE '3' WITH ADDED CORRUGATED METAL <br />WALL TYPE-6 (CMU WALL) - 2 HR RATED <br />UNDERSIDE OF STRUCTURE DECK. SEE NOTES #1, 2 & 4. <br />LINER PANEL OVER GYP. BD., BY MBM (METAL BUILDING <br />5 <br />(SEE UL DESIGN U905) <br />WALL TYPE-1A (STUCCO)- CMU WALL ASSEMBLY <br />MANUFACTURE) ON STORAGE UNIT SIDE OF WALL, FROM F.F. <br />SAME AS TYPE-1 WITH 8" CMU WALL IN LIEU OF 6" MTL. <br />TO UNDERSIDE OF STRUCTURE. <br />�.....� WALL TYPE-7 (1 HR. RATED WALL - UL# U4191 <br />STUDS. <br />WALL TYPE-4 (STORAGE UNITS PARTITIONS) <br />3-5/8" MET. STUDS @ 24" O.C. MAX. WITH <br />WALL TYPE-2 (BRICK): EXTERIOR WALL ASSEMBLY: <br />CORRUGATED METAL LINER PANEL FROM FINISH FLOOR TO <br />FLOOR/CEILING RUNNER. BATT. INSULATION. 1 LAYERS OF <br />3 1 /2" BRICK RUNNING BOND OR HERRINGBONE; 1 1 /2" <br />9'-0" A.F.F., ON "CEE" TYPE METAL STUDS FROM FINISH <br />5/8" FIRE RATED GYP. BD. EA. SIDE. SEE DETAIL SHEET <br />AIRSPACE; WATERPROOF MEMBRANE ON 1 /2"DENSGLASS <br />FLOOR TO UNDERSIDE OF STRUCTURE DECK. REFER TO <br />A-14.1. SEE NOTE #4. <br />SHEATHING ATTACHED TO 6" METAL STUDS (SEE STRUCT), <br />STRUCTURAL DRAWINGS FOR SIZE, SPACING, AND LOCATION. <br />SEE NOTE #4. <br />WITH R-13 BATT. AT PILASTERS: SAME <br />ASSEMBLY WITH <br />2 1 /2" AIRSPACE. SEE NOTES # 1 , 2 & 4. <br />NOTES: <br />1). PROVIDE R-19 BATT INSULATION AT WALL OFFICE ONLY WITH 5/8" GYP. BD. INSIDE FACE, TAPE, SAND & PAINT. <br />2). PROVIDE 5/8" WEATHER TREATED PLYWOOD SHEATHING IN LIEU OF DENSGLASS AT ALL PARAPETS ABOVE ROOF DECK. <br />3). GENERAL CONTRACTOR TO PROVIDE IDENTIFICATION OF FIRE WALLS PER SECTION 703.7 FBC 2017 EDITION. <br />4). FOR ALL WALL TYPES: SEE STRUCTURAL DRAWINGS FOR ALL STUD SIZING, GAUGE, AND SPACING. <br />15 16 17 18 19 20 21 22 23 24 25 <br />I I I i I I <br />I I i I I I <br />WA1I TvpC_1 ; ! A-7.1 F_T---------1 A-R I <br />—i10'-6" 10'-0" 10'-0"----8'-3" 10'-6" 8'-9" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-6" <br />„ <br />245'-10" <br />I I I I I I I I <br />2 3O 4O 5O 5.8 6O 7O 7.2 8� 9O 10 11 12 13 14 15 16 17 18 <br />FIRST FLOOR PLAN <br />A-2 SCALE: 1 /8" = 1'-0" <br />YPE-2 <br />PILASTER), <br />EAST <br />ON <br />I-- - - CM) <br />YPE 2 <br />PI STER), <br />EA 3T <br />3N_ - - -- <br />'E- <br />--------� <br />4 <br />N_._1 <br />ELEVATION <br />- G.2 <br />00 <br />00 <br />0 <br />r <br />L'i <br />I_ 0 <br />n <br />D <br />10 <br />N <br />Z 'q- <br />of to <br />a0 <br />w r� <br />=Q <br />w0 <br />Y <br />oz <br />L� <br />�Q <br />O <br />wGV <br />IT- <br />1 <br />U <br />Q <br />Q <br />Cn <br />'E- <br />Cn <br />.E <br />a) <br />—D <br />Cn <br />O <br />0 <br />Cn <br />Cn <br />Q <br />-- <br />--- --i A1 <br />YPE-2 �� <br />PILASTER), <br />EAST <br />ON <br />— <br />.nl <br />V-4--,J <br />Cn <br />W <br />10'-6" 10'-0" 10'-0„ 10'-0" 10'-Ott 10'-1,,# <br />i 5 i i <br />A-7.2 <br />19 20 21 22 23 <br />I <br />24 25 � <br />0 <br />RELEASED FOR CONSTRUCTION <br />REVISIONS <br />BY <br />02/04/22 <br />05/10/22 <br />08/12/22 <br />10 25 22 <br />12/22/22 <br />5 <br />PRINTED <br />PERMIT <br />02 04 22 <br />REVISION-1 <br />05 10 22 <br />REVISION-3 <br />08 12 22 <br />REVISION-5 <br />12/22/22 <br />F� <br />AR97003 <br />���•� <br />022.12.26� <br />`�TF• • G'r <br />qED •AR <br />Jere � Digitally <br />signed by <br />• Jeremiah S <br />a h S <br />ussell <br />Rus a: <br />ll, <br />09:35:26 <br />I <br />-06'00' <br />THIS ITEM HAS BEEN DIGITALLY <br />SIGNED AND SEALED BY <br />JEREMIAH RUSSELL ON THE <br />DATE ADJACENT TO THE SEAL. <br />PRINTED COPIES OF THIS <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED AND THE SIGNATURE <br />MUST BE VERIFIED ON ANY <br />ELECTRONIC COPIES. <br />rW <br />V <br />ry <br />0 <br />V) <br />Z <br />LLJ 0 <br />Lj <br />^� <br />L� <br />0_j <br />_j0 <br />L.LJ <br />> o <br />LLJ Z `� <br />M <br />o 0 > <br />w <br />U J • <br />0 0 <br />m <br />3 LW M vi <br />00 <br />o N cL <br />a_ M C) <br />SHEET TITLE <br />FIRST FLOOR <br />PLAN <br />DRAWN <br />XXXX <br />CHECKED <br />DATE <br />11/2021 <br />SCALE <br />1/8" <br />= 1'-0 <br />JOB NO. <br />0000 <br />SHEET <br />A-2 <br />OF <br />SHEETS <br />