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D <br /> 0�-U%U W <br /> i-F-ZOZZ <br /> EXTERIOR WALLS P!8 4.-Z -0 <br /> 8p-j�;:4 2 <br /> � <br /> GA FILE NO.WP 8105 GENERIC I 2 C)' 0 <br /> FIREHOUR U 0 <br /> j'j L <br /> 3Z7 <br /> GYPSUM WALLBOARD:GYPSUM_VREATHING,WOOD STUDS 04 <br /> C�Wx U <br /> EXTERIOR SIDE:One layer 4F wide 5.)8',y�,;-X gypsum sheathing applied parallel 0 zzchvi <br /> to2x wood studsZv o.c.with 1-3,'C ga,-,,anized roofing nails 4- o.c. at vertical ;D 0 Z <br /> joints and 72 o.c. at Intermediate studs =-7,,d top and bottom plates. Joints of <br /> z Z <br /> C) 0 E-7 <br /> gypsum sheathing may be left untreated. Exterior cladding to be attached 0 M W <br /> through sheathing to studs. U N 0 M 0 <br /> En P. U <br /> INTERIOR SIDE: One layer 5/8�type X gypsum wallboard, water-resistant gypsum 0 C4 W U <br /> backing board, or gypsum veneer base applied parallel or at right angles to studs w z Q 0 04 Z <br /> Thickness: Varies 0 1�:U <br /> with 5d coated nails, 1-7/F long.. 0.0915" shank, 1,147 heads. 72 o.c. (LOAD- qu�om �2r- <w <br /> Approx Weight: 7 psf z �fflzz'x <br /> BEARING) F�0 <br /> Fre Test See kVP 3510 <br /> (UL R3501-47-48.9-17-65. w z� <br /> 0 W W z 0 <br /> UL Design U309: A U F-P.<U <br /> UL R1319-129,7-22-70 <br /> UL Design U3114) <br /> 24'-0' 24'-0' CD <br /> CD <br /> ICJI-01 A <br /> U <br /> NEW ADDITION EXISTING GAf;ZAGE TO RE-BUILD > '1z C'4 <br /> z <br /> T� <br /> FULL PEIGI4T BALLOON FRAME FULL HEIGHT BALLOON FRAME (oxro DF2 F- S2 TYP uWi ,►� o <br /> 2x6 DF2 STUDS -s 12' O.C. LSTPE)IO 2xro DF2 STUDS 6 12' O.G. POST-\ L-STPE)IO <br /> '6 <br /> T n' <br /> F+ L 77-7-,-77' — — — — — <br /> O <br /> X Z-1, /Lz <br /> ZL4 CU <br /> 0 P� E <br /> L 0 0 <br /> 1�' 11 -17 6 z 2 <br /> UP III L"- '< Z U, <br /> %D ��3 CD C <br /> - (d <br /> III x z <br /> NTYP 0.0, <br /> - ca E <br /> @ <br /> 7 7:7 ------- <br /> '."TIE NE U) FDN TO EXIST FDN -& <br /> bx& [)F-2-� W/ 04 e 10' C.C. a FIDN WALL (U <br /> 4x F2 rDR! ur) <br /> TY No POST 4 204 6 FTG. DRILL 4 EPDXY NO r. , <br /> W1 SYMf:15ON SET EPDXY W1 r.0 Q) <br /> MIN ro' eM5EDMENT <br /> 13)18,' SOLID CORE DR U <br /> (TY:1ICAL) <br /> D 11.11 OR 20 MIN FIRE DR <br /> WITH SELF CLOSER <br /> > <br /> W <br /> z W < _j <br /> �5 z PROVIDE 5/0" TYPE 'X" GW5 -q > <br /> - W W 9 0 <br /> LLI <br /> T Q WARM JJALLS, CEILING, z <br /> 00 <br /> C, TRUSSES cIl 1@ 24' O-C- U Nz WRAF' FL OR BEAM AND <br /> LJNC)EfR ')I[)E OF STAIRS y (Y CCI <br /> LU I <br /> AND ROOF SHEATHING Cli lu l ILL <br /> > 0 x <br /> uu 6 LIJ <br /> W-1 fy , <br /> C14 W IL C14 1 <br /> 0 510fRAGE LOFT ! N -461 1-- C-4 bw <br /> (L 'Iff till -loll LU b LU <br /> 13 S��! 11-1 -1 <br /> x (NON-H,457,45LE) z (Y- <br /> -A till -A 2 -GAR ROOF JACKS <br /> iy-- CN U- CN <br /> W 24' 0- <br /> 0ax GARAGE (y- <br /> iz W - L 22X30 ATTIC W :3 LL <br /> x <br /> ffW ACCESS W. STRIP (L (NON-HABITABLE) 0 LU <br /> W x 0- <br /> AND INSULATE TYP :3 :3 I I N <br /> LOCATE AS FREQ'E:) L &-�'i'OHD i? x all <br /> S3 S3 i i l i I ~ <br /> TYf- <br /> TYP <br /> 424210 FTG <br /> 303010 G , i I W/ 4#4 E.W. <br /> ,5 DF21 � ( <br /> 4xF2 HIDfR I W/ 3414 E oxF2 <br /> t, (o DF2COL POST x& r-)F2 17 — <br /> TYP UNO \ <br /> L --F (oCOL POST_T 0 (4 <br /> �o o 1 5 1/4 x l(o FAFALLAN 2.2E PLS <br /> 5 4 5 GARAGE C)fR HE)R L t <br /> VERTICALLY PROPORTIONED WINDOWSk245 H[)U4 61)52,!� roxro KING POST--/////� > <br /> PER HISTORIC DESIGN GUIDELINES SEE 53 (A <br /> EXTERIOR ELEVATION SHEET I FLR BM TO GAR DR HDR L r2 <br /> TYPIC31-01 S TYP <br /> — e � 2� <br /> NEW ADDITION EXISTING GARAGE TO RE-BUILD <br /> 241-01 U <br /> 31-10, 7K F-0- 31-10, <br /> Ae <br /> 24'-0' rml <br /> UFF �R FL OO fR FLAN Ox F06T FL COR FLAN1/4 1'-0 FIDN SILL PER PLANo <br /> ov <br /> -4e.4 5F PLATE1/4 1 -0 G;AfRA(��;E: 550 5F WA G <br /> `GONG SLAE3 ti <br /> Go) 0-1-28-23 <br /> 'ONC STEM WALL <br /> 5 ET A/3 ip rmil:ilI I L I 6f TO 383 <br /> INI �'ONG F-TG C009-1?IW/<Tf-0 W/ 02-05-24 <br /> ER PLAN <br /> I'.x. L, NOV 1 0 2023 <br /> roxa C N FTG KT--T Tt �f Ft"IM0 2 <br /> DETAIL A/2 2 GARAGE DR J,41-15/ To T'N-r---ff'C-T0rz- foe <br /> STEM WALL 4 CONCRETE FIG 3 <br /> N75 <br />