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REMOVE EXISTING STUCCO FINISH TO SHEATHWG <br /> EXIST FACADE C---� <br /> 2X4 @ 16"OC <br /> NEW THREE-PART CEMENT STUCCO . <br /> ROOF FINISH <br /> NEW AWNWG SNOW LOAD: 25 PSF <br /> 7/16" OSB OR EQUAL — <br /> AND AWNING DEAD LOAD: 5 PSF <br /> 2 LAYERS GRADE D PAPER STRUCTURE <br /> 2X6 T&G EACH LAYER SHALL BE WSTALLED MST16 STRAP <br /> AS AN INDEPENDENT, SEPARATE PLANE 2X6 T&G ROOF BY OTHERS <br /> SHEATHING EXIST 2X6 LEDGER <br /> ; WIRE LATH ; CORROSION RESISTANT NEW R-21 FG <br /> EXISTING 2X6 CLG JOISTS � AND WITH CORROSION RESISTANT FASTENERS 4 , <br /> EXIST 2X4 LEDGER 5 <br /> EXIST 2X6 \ <br /> ,; CLG JOIST <br /> 2X6 HF2 /4" DIA BOLT � <br /> WEEP SCREED FLASHWG <br /> o � <br /> � <br /> STUD WALL % -' �- <br /> 1/2"GYP BD , NEW EXIST � � <br /> PRECAST CONC. STONE CAP 1/2"GYP BD 4X12 � ¢ <br /> R-21 FG BATT � NEW RIGID FOAM <br /> � ALUM FRAME AT 4'-0" OC <br /> /"__- o <br /> a <br /> \ ADHERED STONE VENEER _ <br /> NEW CONTWU NDED CEILING 1/2"GYP B SEE INSTALLATION NOTES: <br /> � o � <br /> 0 <br /> � 4'-0" <br /> SILL SEALER <br /> 3/8" DIA WEEP HOLES 36"OC <br /> CARPET METAL FLASHING <br /> CAULKING <br /> 1/2"GYP BD EACH. SIDE <br /> . <br /> � <br /> � �, � , , R.O. <br /> , .�• ,, . , 6'8" HIGH NEW WINDOW <br /> .f .., <br /> � LOB�Y <br /> 3 1/2" METAL STUDS • <br /> 16" OC � , , � <br /> � <br /> 0 <br /> i , � I RETROFIT ANCHOR BOLTS 00 <br /> � ' AT 2X6 P.T. SILL PLATE <br /> i � <br /> 5 PSF LATERAL LOAD DESIGN. , <br /> , I 2 BOLTS PER PIECE, MAX 8" FROM ENDS <br /> �, � <br /> 5/8" DIA, EMBED 3 INCHES. EPDXY TO <br /> ' EXISTING CONCRETE. �� <br /> BASEMENT o <br /> � �j � THIS IS A SPECIAL WSPECTION ITEM <br /> BY THIRD PARTY,AS PER TABLE ON PAGE N2 v <br /> � <br /> , � <br /> r <br /> Z <br /> O <br /> cn <br /> > <br /> u <br /> � <br /> WALL �CTAI L R-21 FG �ATT 3 0 � <br /> 3 FURROUT WALL � <br /> TO 5 1/2" ~ <br /> 5 <br /> 3 1/2" METAL TRACK <br /> � _''- EXIST `- � <br /> SIDEWALK <br /> a� <br /> 0 0 <br /> o U c' <br /> EXISTING CLG JSTS '> � d <br /> � o <br /> I � D � � o <br /> EXISTING CL'G � � @ <br /> z <br /> � O U � m <br /> o �' � m <br /> N � O <br /> � y O �'3 ¢ O <br /> 0 C' C � U d <br /> 2 PARTITION DETAIL <br /> � <br /> Q <br /> LID FOR STAIR ENCLOSURE � � <br /> � � <br /> PARITION LIVE LOAD: 5 PSF HORIZONTAL <br /> EXIST <br /> BASEMENT � I I m cL <br /> a � n m @ � <br /> m <br /> d n � � � � � <br /> rn 3 � d E � <br /> ADD 2X LUMBER <br /> 0 <br /> 0 � U � � 2 <br /> FIREBLOCKING <br /> � <br /> n <br /> � III ' � <br /> � � � � � <br /> � � <br /> ' ' i ° ' "' r� � <br /> 5/8"GYP BD � I � I C_� � � �c�j <br /> EXIST 8" BLOCK WALL TYPE'X' ( I � � I � W '� � <br /> � � � � �- d <br /> I � � o I � d �' � <br /> I � � � W m <br /> � I � �-i— 2X6 T%G CARDECK � N � u� <br /> STAIRWAY I I i o i EXIST AT ROOF � N � � <br /> � I I <br /> LOBBY � � � � � <br /> � � f o � MTS18 TWIST STRAP � <br /> � I NEW 4X4 BACKING � i i USE 10d X 1 1/4" NAILS � <br /> 5/8"TYPE X � � I o ( <br /> GYP BD � I o � L <br /> �. � <br /> F 3 5/�" METAL STUD, 24" OC � I I Ii � � <br /> p U <br /> � ' I <br /> . � <br /> XIST <br /> X4 STUDS <br /> 6" OC <br /> ONE HOUR WALL GA FILE# WP-1350 � � <br /> 3 5/8" METAL STUDS, 24"OC, 5/8"TYPE X GYP BD. ' � "�' �� � '� ' � � <br /> APPLIED PARALLEL OR AT RIGHT ANGLES, � � � <br /> WITH TYPE'S' 1"SCREWS 8"OC � <br /> AT VERTICAL JOINTS AND 12"OC AT FLOOR AND CEILING 3/4" DIA BOLT � � � <br /> WALL SECTION AT N EW RUNNERS AND INTERMEDIATE STUDS. VERT LEG OF AWNING � <br /> w <br /> STAIR ENCLOSURE JOINTS STAGGERED 24" ON OPPOSITE SIDE. � � �„�,J <br /> 1 4 PLAN VIEW AT FACADE �, � � <br /> � SECTION � � <br /> � � <br /> � <br /> � � <br /> V � <br /> � � <br /> � N <br /> a o <br /> . Scale <br /> 7�g7 �EG{S7'REQ Sheet Scale <br /> )�ECT <br /> , Drawing No. <br /> 1���� <br /> Kt1Fi7 VA �ITCNIA,� . <br /> STATE OF�'�ASM(N6TON � � <br /> �� � of <br /> � <br />