2721 WETMORE AVE 2019 MARQUEE APARTMENTS Plans 2022-12-02 (2)

rno - -- — --- � ' � PLATE NAILING PLATE NAILING " A35 � A35 � X (PER SHEAR WALL SCHEDULE) (PER SNEAR WALL SCHEDULE) PLATE NAILING o ' (3)8d AT BLOCKING �\\ PLATE NAILING WEB STIFFENER \ � PLATE NAILING (3)8d AT BLOCKING WEB STIFFENER WEB STIFFENER � (PER SHEAR WALL SCHEDULE) j '�, � \ (PER SHEAR WALL SCHEDULE) EACH SIDE � (PER SHEAR WALL SCHEDULE) (2)10d @ 6"OC �- (2)10d @ 6"OC \ �� w 1"GYPCRETE OVER � V PEN 10d @ 6"OC 1"GYPCRETE OVER PEN � 1"GYPCRETE OVER PEN 1"GYPCRETE OVER PEN , 1"GYPCRETE OVER �� PEN a, w ' 1/4"ACOUSTIMAT � `� ' , 114"ACOUSTIMAT � �— 10d @ 6"OC 1/4"ACOUSTIMAT PEN 1/4"ACOUSTIMAT PEN 1/4"ACOUSTIMAT -�, \ 10d @ 6"OC TYPICAL U o cn ' PLYWOOD ` PEN pLYW00D \ � PEN CONT.PLYWOOD � 10d @ 6"OC TOENAIL EACH SIDE CONT.PLYWOOD \ 10d @ 6"OC TOENAIL EACH SIDE CONT.PLYWOOD � Q Z ' SHEATHING RIM/BEAM PER PLAN. SHEATHING � SHEATHING � SHEATHING SHEATHING 10d @ 6"OC TOENAIL EACH SIDE � � OTHERWISE PER SHEARWALL SCH. — RIM/BEAM PER PLAN. � aS� a o . p -. .._. , , � � �� MIN. 1 1/4"LSL RIM&BLK.W/(2)8d @ � � � �� OTHERWISE PER SHEARWALL SCHEDULE. ,� � � 1 � � Y � 8"OC \ MIN. 1 1/4"LSL RIM&BLK W/(2)8d @ 8"OC � � �� � m 10d @ 6"OC TOENAIL � � � �o,� � � 10d @ 6"OC TOENAIL _------- ----- -_ ---- -- ---_ - _- ! _ __ ___ _.._ � C � � v� TJI PEN PEN TJI TJI TJI � � i .�� o 0 TJ I � I U o PER PLAN / PLATE NAILING PER PLAN � PER PLAN PER PLAN � PEN PER PLAN � \ W � � W ! (TYPICAL) J � pEN TOP PLATE NA�LING TYPICAL) TJI BLOCKING @ 48"OC (TYPICAL) -' (TYPICAL) -1 2x10 PLATE RIPPED j � �.` /i � i SEE SCHEDULE (TYPICAL) SEE SHEARWALL SCHEDULE � TYPICAL / ' � � �, � a HANGERS (MIN.LTP4 @ 16"OC) (MIN. LTP4 @ 16"OC) HANGERS BLKG/TOP PLATE NAILING ,/ � N �.� � (TYPICAL) � P E N (TYPICAL) P E N (2)1 1/4 L S L B L O C K I N G E A C H S I D E (1) 1 1/4 L S L R I M N O T E: a� �r c a TYPICAL U.N.O. SEE SHEARWALL SCHEDUIE &(1) 1 1/4"LSL BLOCKING 1.SECURE JOIST TO WALL PLATE ; � � o� cn � SHEATHING SHEATHING PEN BLOCKINGI TOP PLATE NAILING PER BEARING OR SHEARWALL (MIN.LTP4 AT 16"OC) EACH SIDE TYPICAL U.N.O. WI 8d BOX NAIL EACH SIDE, ; .� o � 3 Z T J I B L O C K I N G @ 4 8"O C -' PER SHEARWALL SCHEDULE N O T E: P E R S H E A R W A L L S C H E D U L E (1)1 1!4"L S L R I M SEE SHEARWALL S C H E D U L E SCHEDULE P E R B E A R I N G O R S H E A R W A L L 1 1/2"M I N. F R O M E N D. I � °.° N 3 g 1.S E C U R E J O I S T T O W A L L P L A T E &(1) 1 1/4"B L O C K I N G (MIN. LTP4 @ 16"OC) SHEATHING SCHEDULE Wl8d BOX NAIL EACH SIDE, TYPICAL U.N.O. PER SHEARWALL SCHEDULE 1 1/2"MIN.FROM END. PER SHEARWALL SHEATHING PEN BLKG/TOP PLATE NAILING 1"SPACE I"'� JOIST PARALLEL JOIST PERPENDICULAR SCHEDULE PER SHEARWALL SCHEDULE SEE SHEARWALL SCHEDULE (J JOIST PERPENDICULAR (MIN.LTP4 AT 16 OC) JOIST PARALLEL JOIST PERPENDICULAR ` � SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = T-0" PEN � TYPICAL EXTERIOR WALL TO FRAMING � TYPICAL EXTERIOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL INTERIOR WALL TO FRAMING 5 � TYPICAL PARTYWALL N ❑ ❑ � . � o �� N � �L�� r� � E �w ~y 1 fJ� o P6 SHEATHING&NAILING � o r c l:� EACH SIDE E � -� } '�' � � � � PLATE NAILING PLATE NAILING `�' ' �� P6 SHEATHING&NAILING � ° � (PER SHEAR WALL SCHEDULE) (PER SHEARWALL SCHEDULE) „ EACH SIDE ��l ' LTS12 @ 16 OC �� b�s � � �` (3)8d AT BLOCKING -. 10d @ 6"OC HANGER(RE:13/S9.00) � � S 10TXH 8ATHING / LTS12 @ 16"OC � (3)8d AT BLOCKING 10d @ 6"OC 1"GYPCRETE OVER \ PEN I _ 1l4"ACOUSTIMAT PEN 1"GYPCRETE OVER � P.E.N. , � PLATE NAILING � 10d @ 6"OC TOENAIL EACH SIDE 1/4"ACOUSTIMAT 1"GYPCRETE OVER PEN (3)8d AT BLOCKING W!(2) 12d @ 12"OC A35 CONT. PLYWOOD � � I (3) 10d COMMONS 1/4"ACOUSTIMAT (SEE SCHEDULE) WEB STIFFENER 10d 6"OC TOENAIL A35 PER BLOCK MIN. @ w N N SHEATHING � I CONT. PLYWOOD EACH SIDE 10d @ 6"OC EACH SIDE --� � � a, N N - S H E A T H I N G PLYWOOD � \ 10d @ 6'OC � N o 0 SHEATHING PEN PLYWOOD S H E A T H I N G ` P E N o 0 0 RIM/BEAM PER PLAN. OTHERWISE PER SHEARWALL SCH. R I M/B E A M P E R P L A N. T�� M I N. 1 1/4"L S L R I M&B L K.W/(2)8 d @ OTHERWISE PER SHEARWALL SCH. PER PLAN '� 8"OC MIN. 1 114"LSL RIM&BLK.W/(2)8d @ 8"OC (TYPICAL) -' PEN TJI BLOCKING @ 48"OC _� � T�� 10d @ 6"OC TOENAIL TYPICAL JOtST/BEAM FRAMING T�� 10d @ 6"OC TOENAIL � HANGERS F ACROSS CORRIDOR � PER PLANS PER PLAN � LTP PER SCHEDULE PEN ; (TYPICAL) 2x10 PLATE RIPPED RE: PLAN (TYPICAL) PER PLAN � PEN T�� ! z; � cWn � BLOCKING @ 48"OC MIN. (TYPICAL) � PER PLAN TOP PLATE NAILING O� � z (1) 1 1/4"LSL RIM I � HANGERS PLATE NAILING (TYPICAL) PEN � y� O 3 1/2"RIM @ CORRIDOR � P.E.N. PEN SEE SHEARWALL SCHEDULE ; �� S �a � TYPICAL HANGERS SEE SCHEDULE w 8�(1) 1 1/4"LSL BLOCKING WALLS � � � (MIN.LTP4 @ 16"OC) � w� � w SHEATHING (TYPICAL) PEN (MIN. LTP4 @ 16°OC) �; z U � EACH SIDE TYPICAL U.N.O. P E R S H E A R W A L L S CH E D U L E 2x4 STAGGER STUDS ON 2x6 BLKG/TOP PLATE NAIL�NG I P E R B E A R I NG O R S H E A R W A L L � A35 OR OTHER CLIPS PLATES TYP AT CORRIDOR WALLS TJI BLOCKING @ 48"OC SEE SHEARWALL SCHEDULE S H E A T H I N G ; i � O � � PER SHEARWALL PER ARCH'L. MIN.LTP4 16"OC lSL BLOCKING @ 48"OC SHEATHING ~ ~ � SCHEDULE 1"SPACE ( @ ) PER SHEARWALL SCHEDULE NOTE: I Q � DETAILS ON SHEET S1.2 MAX SPACING IS 8"OC STAGGERED (2)1 1l4"LSL BLOCKING PER SHEARWALL SCHEDULE i ; 1.SECURE JOIST TO WALL PLATE Z � a TYPICAL U.N.O. W/8d BOX NAIL EACH SIDE, il � � BLOCKING/TOP PLATE NAILING SHEATHING o P E R B E A R I N G O R S H E A R W A L L 1 1/2 M I N. F R O M E N D. i O � � S E E S H E A R W A L L S C H E D U L E P E R S H E A R W A L L S C H E D U L E �� ' � v� � (MIN. LTP4 @ 16"OC) - JOIST PARALLEL SCHEDULE JOIST PARALLEL JOIST PERPENDICULAR i ; SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3!4" = 1'-0" SCALE: 3/4"= 1'-0" � z Q w � 6 TYPICAL PARTYWALL �� CORRIDOR STAGGER WALL g0 SECTION g0 SECTION AT PARAPET �� SECTION AT PARAPET ; � � , , ; , � �, , � � � � . i U I"' � o 0 I � =p Q N N i f I I � � � .� Q N � � . � � �I, �� 1l4"END NOTE: I � �� II PLATE � RE: 17/S6.02 FOR ELEVATOR RAIL � � \� DESIGN LOADS RE�T17/S6.02 FOR ELEVATOR RAIL � � a w � � � � � � � � U o m d, TOP PLATE �� 3/16 � �� DESIGN LOADS p z � � w j � � � w z (2)L A Y E R S -� w c� c n Y ; c n o c� a o d. , SHAFT BOARD 0.148"DIA.x 21/2" 3 � PER ARCH. AT 4"OC �- (3)2X8 BUNDLED O 2x8 BUNDLED �- STUDS EACH END STUDS EACH END � z I � BEAM OF BLOCKING � S H I M � � (3) 1 6 d RE:PLAN (2)BAYS OF BLOCKING OF BLOCKING AS REQUIRD Typ. AT 16"OC (2)LAYERS SHAFT RE 1 64/�9 O�� A T 1 6"O C M A X. w w BOARD PER ARCH. -�� � � BEAM �Y{ WOOD �` ` � N PER FLOORS --- ----- 5/8"PL,4TE FOR GUIDE 14 1 , , � PLAN 4 TUDS MIN. o o RAIL MOUNTING 9'0 �,I ��'',�I�� " '1�� o � ) � � O 3112 x 11 7l8 BLKG. � p c=n Q (2)5/8"DIA.x 3" CA RIED DOWN � COORDINATE W/HUC412 EACH END j1 I' � ,> BOLTS AT BEAM ( TO P.T.SLAB � PEN rr � � WI ELEVATOR SUPPLIER W/(22)16d TO POST W GAGE - &(10) 16d TO BLKG. a � 2 LAYERS SHAFT � ~ PL 3/8"MOUNTING PLATE � ) r � W PL 5/8"x 10"x 2'-0"MOUNTING PLATE WI(4)3/4"DIA.A307 � PER ARCH. 2 o W/HUC412 EACH END BOARD 31/2 x 11 7/8 BLKG. W/(4)3/4"DIA.A307 WELDED WELDED THREADED BOLTS _ � � � _ THREADED RODS W/1/4"PL WASHERS W/(22) 18d TO POST j � W/1/4"PL WASHERS ' &5/8"PL.x 1 1/2"DIA.STEEL PL 5/8"MOUNTING PLATE &(10)16d TO BLOCKING &5l8"PL.X 1 1/2"DIA.STEEL � SPACER WI(4)3/4"DIA.A307 BOLTS � \ SPACER COORDINATE SIZE AND / W/1/4"PL WASHERS �° LOCATION &5/8"PL x 1 1/2"DIA.STEEL �/� w � � u 1 ; � I' _ W/ELEVATOR SUPPLIER SPACER . , 1 4/S 9.0 1 � ` ° ' I ° � � BEIINEEN WALL STUDS AT PENTHOUSE A T P E N T H O U S E �� ELEVATED WOOD FLOORS � �� II SCALE: 1" = 1'-0" - - - SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" � � 11 �� DETAIL AT ERECTION BEAM W80RW10WITH8��MAX.FLANGEWIDTH 12 GUIDE RAIL SUPPORT AT RIM BEAM 13 SECTION AT GUIDE RAIL SUPPORT 14 PLAN AT GUIDE RAIL SUPPORT � �' ❑ ❑ � , 4.) � � � 3/8"� —3/8" ' /� AT BOLTED ON DECK CONNECTION � ��\ (BY OTHERS) � 0.148"DIA.x 2 1/4"@ 6"OC PROVIDE DOUBLE LSL JOISTS 6 X 8 POST PER PLAN SHEATHING � � � 2x8 PARAPET W/HANGERS RE: 13/S9.00. PER SHEARWALL SCHEDULE — � 2 LAYERS OF 5/8"GWB � F � � W/TYPE P6 SHEATHING � � ' EACH SIDE �� SIMPSON A35 TYPE 4 CON. 1"GYPCRETE OVER PLATE NAILING � �� RE: 10/S9.01 i i GUARD RAILING Zx6 @ 16 OC � (PER SHEARWALL SCHEDULE) � � RE:NOTE 6200 EA. FACE @ TOP AND 1/4"ACOUSTIMAT '~' W/2 LTS12 AT EACH i i BOT.OF POST 4 TOTAL � � ) RE:ARCH. . � ) � � �I' RAIL POST � � LSL JOISTS.U210 HANGERS „ CONT. PLYWOOD PEN � (2) 10d @ 6"OC 2x FLATWISE � " c� ' � i DESIGNED BY OTHERS 2 SDW22600 8 O.C. � �� i i B.E.N. � ) @ � W/Z CLIPS � � cn \, SHEATHING —� cn . � � RE:NOTE 6500 I JOISTS:WEB STIFF REQD& UNDER EACH POST. '� SCALE: 3"= 1'-0" � ' i i � HU2.1/11 HANGERS AT(3) .+.–� � ' y , SHEATHING JOISTS NEAREST TO POST 3.5 X 11.875 LSL RIM z �� Q � RE: NOTE 6500 (2)SDW22600 @ 8��o.�. g BLOCKI NG DETAI L � � ; o � , B.E.N. S H E A T H I N G ABOVE EACH POST � 10d @ 6"OC TOENAIL r - m ' RE:NOTE 6500 RE: NOTE 6500 � E A C H S I D E l T , � 'Q; � ^ N � � ' 51/2 X 11 7/8 GL I-JOIST -� � � ' �-- TJI JOIST PER PLAN � � ! � ! OR TJI BLOCKING IF � O ' ,� (2)LAYERS OF 5!8"GWB Q) � � � ? „ i • / JOISTS PARALLEL � • > ��/ : GAP 1/8"MIN. O � �, � � SEE 1/S9.01 FOR BALANCE � � � : � JOIST PER PLANS � SHAFT � � O � � � � 31/2x71/4 PSL � 1 3/4x7 1/4 LSL 2x6 BLOCKING �-- JOIST P.E.N. SIMPSON TJI WEB STIFFENER � � � � ` @ 16"OC W/16d @ 12"OC RE:PLAN DHU2.1111.88 210 3/4"x31/2"MIN. I (3)0.113x21/2"BOX C� N � "' PEN � 360 7/8"x31/2"MIN. �— NAILS � � CO �� (4)2x8 FLAT i� � HU7 HANGER CLINCHED � N w `� RE:ARCH. —� HU7 HANGER BEAM LTP4 � ' RE: PLAN PER SHEARWALL SCHEDULE � � � � ' WINDOW 6 X 8 POST PER PLAN SHEATHING _ � TIGHT � " RE:ARCH. � � o , PER SHEARWALL SCHEDULE N .S ' � � ' SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � SCALE: 3/4"= 1'-0° ' N ? �� , � 5 ; 'E� SECTION AT DECK �6 SECTION @ 6X8 POST � � 7 E WALLS AT SHAFT ' � g TYPICAL WEB STIFFENER ATTACHMENT � : � ch U ' - -