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IM <br />—� MSTC52 <br />X <br />HDR <br />,j <br />---'-------, <br />-------- <br />HDR <br />26 l i✓ <br />CARPET <br />/.. C <br />" <br />CARPET <br />DEDROO 12 <br />' <br />CARPET <br />----- -- <br />I <br />rf <br />'' <br />I AT$ CCESS <br />LAUNDRY <br />TILE <br />° <br />I l 22K34 <br />I 4 <br />i <br />n <br />SocFM <br />MASTER �EDR00�1 <br />I <br />CARPET <br />I <br />II <br />� <br />26 <br />28 <br />\ <br />���I <br />26 <br />22 <br />7 <br />I <br />TUB <br />3` 5" <br />5'-10 1/2" <br />2P 1,P <br />" <br />i <br />If-10 1/2" <br />5' 3 1/250cr? <br />SOc,�M <br />BA TH <br />\ 2 <br />I <br />MSTC40 <br />TILE <br />S. ® <br />2---2X <br />RID <br />4, <br />6' 2P 4' p" <br />`� I 51/2 <br />3 1/2 <br />j <br />' <br />24 <br />r <br />v <br />1, <br />1®,P <br />- .-- <br />BARN DOOR <br />C'66B3 <br />,/ <br />--- <br />R, <br />— <br />5' 6 1/2PJ <br />5' 31/2" <br />I <br />-- <br />s.®�* <br />M�. <br />TUB <br />�V) <br />Lj <br />EDRDOM 3 <br />® <br />WHOLE HOUS� F- <br />60' M ,,_ <br />MSTC52 <br />2-2X <br />O <br />CARPET <br />I <br />50CFM <br />��ASTER BATH <br />-P36"HIGH <br />I <br />[r8A TH <br />GUARDRAIL <br />71LE� <br />� <br />PROVIDE VAPOR <br />MSTC4D(0 <br />BARRIER <br />G -2X <br />%. <br />7'-4 1/2'P <br />7'-2 1/2" <br />j <br />6 -5 1/2" <br />5' S 1/2" <br />J 1P 1 1 11 , 0 <br />24 1 5 1-1 <br />6048" SHOWS <br />% <br />'-}/////>/;%%/7121D <br />q <br />(% <br />- - - - - <br />- ----- <br />/ C. I <br />I l C 50CFM l C <br />I, C, <br />26 <br />CARPET I <br />I CARPET CARPET <br />' <br />% <br />/ <br />I CARPET 6 <br />---------i <br />MR <br />i2 <br />POST <br />S.D.s.®. <br />' 24 <br />; <br />L - - - <br />HDR <br />� <br />POST <br />i' 7D, <br />L OFT <br />;POST 24 POST <br />I <br />I <br />28 <br />a <br />CARPET ' ; <br />26 <br />-' <br />/ <br />I <br />r <br />* <br />zo <br />MSTC52 <br />EEDR00M 3 <br />HDR <br />2-2X <br />CARPET// <br />,, <br />rrr <br />8EDR00M 0j <br />2'-1 " X 056 R <br />056 FIX 0 6 <br />CARPET <br />/ � <br />CLOSET -4 <br />I" <br />r <br />4'--5 1/2" i' <br />--— <br />2'--7 1/2" 2- 71/2 2' 4" <br />I <br />e r <br />0 <br />rriirrr <br />ai � <br />� <br />/ <br />�: r r,oriii rr <br />103sgf- <br />;' <br />MSTC52 <br />2-2X <br />HDU1I <br />S 5 <br />891/11 <br />EMU'I'l <br />S 5 6XDF1 <br />® <br />BXDF 1 <br />,� <br />L-4 <br />b ; <br />6KDF,�1 <br />r q <br />� � L <br />36" TAIL GUARDRAIL <br />% <br />„ <br />%! <br />r <br />I <br />1 <br />HDR <br />FlK 4060 <br />I HDUI1 <br />BX F,1 <br />UPPER FLOOR PLAN NOTES.- <br />1. ALL EXISTING CONDITIONS PRIOR TO FABRICATION & CONSTRUCTION <br />2. DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND ELEVA77ONS <br />WITH THE ARCHITECTURAL DRAWINGS: <br />3. HD- INDICATES A HOLDOWN. REFERENCE THE HOEDOWN SCHEDULE <br />PLAN S1 FOR HOLDOWN REQUIREMENTS AND MINIMUMSTUDS/POST, SEE <br />PLAN FOR OTHER STUDS/POST REQUIREMENTS <br />4, SW INDICATES A SHEAR WALL. REFERENCE THE SHEAR WALL <br />SCHEDULE PLAN S2 FOR SHEAR WALL REQUIREMENTS. ALL SHEAR WALL <br />TO BE CONTINUOS BETWEEN ROOF SHEATHING AND TOP OF FOUNDATION <br />WALL. SOME SHEAR WALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE <br />SHEAR WALLS SCHEDULE ON STRUCTURAL DETAILS <br />5. SHEAR WALLS TO BE CONTINUOS THRU INTERSECTION. SEE DET I/S2 <br />DENOTES POSTING UNDER CONCENTRATED LOADS <br />PROVIDE POSTING THE NDTH OF SAID WAIL X BEAM <br />WIDTH WITH EITHER SOLID WOOD POST OR MUL I7PLE 2x <br />STUDS, TYPICAL, U.NO. <br />1 /0 VOL T SMOKE DETECTOR INITRCONNECTED, AUDIBLE <br />S.D. IN ALL OCCUPIABLE AREAS, �/ BATTERY BACK-UP. <br />50 CFM EXHAUST FAN VENTED TO OUTSIDE: <br />CARBON MONOXIDE DETECTOR <br />MSTC66 I DICATES HOLD -DO SEE SHEET S1 FOR SCHEDULE <br />2-2X N <br />A� INDICATES SHEAR WALL SEE SHEET S1 FOR SCHEDULE <br />LIGHT INSTALLATION <br />1, PLANS SHOULD BE REVIEWED BY ALL SUBCON/RACTORS PRIOR TO <br />CONSTRUCTION IF DISCREPANCIES OWNER/CONTRACTOR <br />2 PLATE HEIGHT B' i 8"THIS FLOOR UNLESS NOTED OTHERWISE: CEILING HEICHT <br />CALL -OUT ABOVE ROOM NAPE IS FROM TOP OF FINISH FLOOR TO UNDERSIDE OF <br />FINISH CEILING. <br />3. SEE ROOF FRAMING PLAN FOR WLNDOd IDOOR HEADER SIZES <br />4, ALL EXTERIOR WALLS TO BE FRAMED 90H 216 HE (STUD GRADE OR BETTER), <br />PROVIDE R-21 BAIT INSULATION MINIMUM, UNG <br />5 JOISTS UNDER AND PARALLEL TO BEARINC PARTITIONS ABOVE SHALL BE <br />DOUBLED UNO. PROVIDE 2K SOLID BLOCKING BELOW BEARING PARTITIONS <br />PERPENDICULAR TO JOISTS, UNO. INSTALL WOOD l-JOISTS PER MFG <br />SPECIFICATIONS. <br />6 PROVIDE 2X SOLED BLOCKING AT JOISTS OVER SUPPORTS SEE MFG. SPECS <br />FOR WOOD I -JOISTS <br />7. PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS AND WALL/ROOF <br />INTERSECTIONS <br />FINISH ALL CEILINGS WITH 5/3" TYPE ':4'" GWB WHERE JOISTS ARE SPACED <br />GREATER MAN 16" <br />PROVIDE 26 GA GAL VANIZED SHEET METAL FLASHING ABOVE WINDOWS AND <br />DOORS, LAP BUILDING PAPER OVER. <br />.9. WINDOWS SPECIFIED ARE MANUFACTURED BY EAGLE WINDOWS & DOORS <br />CONTRACTOR TO VERIFY ALL ROUGH OPENINGS PRIOR TO CONSTRUCTION <br />10 ALI CONCEALED VOIDS TO BE FIRE AND DRAFT STOPPED PER SECTION <br />R6028, 2015 /.R.C: <br />11. PROVIDE ELECTRIC /ILUMINATION AT OUTSIDE DOORS SWITCHED FROM INSIDE. <br />EI A r ZVLLT ENGINEERING DESIGN, PLLG <br />S, �a <br />�w Structural Review <br />` his review is for general conformance to the <br />structural design criteria, red lined mark-ups, <br />4,A52184 �3.� concept and contract documents. <br />By !ob#: 0640-1P, ®ate 1/640M <br />ExPIQES; 07-07-221 <br />UPPER FLOOR PLAN <br />scale a le iP. <br />w <br />W <br />U <br />C <br />� <br />a 00 <br />0-) <br />W <br />_W <br />Ld <br />�> <br />b Lam) <br />Lij <br />V <br />CD <br />m <br />0 <br />(N <br />0 <br />0 <br />6 <br />0 <br />L-1 <br />Q0 <br />0 <br />LLI <br />Q <br />CL <br />CL <br />2020-25—HA <br />City /2e <br />1 12 15 202 0 <br />