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<br /> " � � JOIS SCHEDULE TIMER BEAM SCHED LE
<br /> '�' � MARK DESCRIPTION MARK DESCRIPTION
<br /> o -�
<br /> ;�; � TB-1 3 1/2" x 9 1/2" LSL
<br /> � � GENERAL PLAN NOTES: WOOD FRAMING PLAN NOTES: WOOD FRAMING LEGEND: �-� s �/2" T,� 110 � 16„ oc �e_2 3 �/2„ X s �/2n Ps�
<br /> �' � TB-3 5 1/4" x 9 1/2" PSL
<br /> Q � G1. REFERENCE DRAWINGS: W1. FLOOR CONSTRUCTION TO BE GY�PCRETE 1 1/4" MAX ______ 9 1/2" TJ4 110 � 12" OC „ „
<br /> N � S1.XX SERIES - STRUCTURAL NOTES, INSPECTION SCHEDULE, THICKNESS OVER T & G RATED SHEATHING. SEE THE `�-�'------=� STRUCTURAL WALL ABOVE �_2 „ _o�_ n TB-4 7 x 9 1/2 PSL
<br /> � � SYMBOLS & ABBREVIAl10NS GENERAL NOTES FOR FLOOR SHEATHING TYPE. _ 9 1/2 TJI 230 � 16 OC Tg-5 3 1/2" x 11 7/8" LSL PAGODA VILLAGE
<br /> -� g NON-STRUCTURAL WAl1 BELOW EVERETT
<br /> � � S3.XX SERIES - PARTIAL PLANS, SECTIONS & WALL ELEVATIONS W2, pROVIDE DIAPHRAGM NAILING AS INDICATED ON Q/S5.05. „ „ TB-6 4x6 DF-2
<br /> � -Q S4.XX SERIES - CONCRETE AND FOUNDATION DETAILS J-3 9 1/2 TJI 230 � 12 OC
<br /> -� BEARING WALL BELOW, PER (2) 4x6 DF-2 SECURED GRAND & WALL STREET
<br /> .a i SS.XX SERIES - WOOD DETAILS W3. ALL BEAMS SHALL BE F'LUSH FRAMED UNLESS NOTED WITH � � SCHEDULE TNIS SHEET TB-7 „ �
<br /> „ „ TOGETHER W/ 3/4 � BOLTS AT 16 OC EVERETT, WA
<br /> �- � S6.XX SERIES - STEEL DETAILS A "D" FOR DROPPED BEAM. J-4 DBL 9 1/2 TJI 230 � 16 OC
<br /> _� Q S7.XX SERIES - MASONRY DETAILS �WX . . ., SHEAR WALL BELOW, PER (2) 3 1/2" x 5 1/2" PSL SECURED
<br /> -� Q- S8.XX SERIES - COLD-FORMED STEEL DETAILS W4. SHEAR WALLS ARE INDICATED BY "SW". SEE THE SCHEDULE '��"`` � � `� SCHEDULE K/S5.04 LEVEL 2 FRAMING PLAN - NORTH J-5 DBL 9 1/2" TJI 230 � 12" OC TB-8 TOGETHER W/ 3/4°� BOLTS AT 12" OC
<br /> � � ON K/S5.04 FOR ADDITIONAL INFORMATION. HOLD DOWNS
<br /> � o G2. CONTRACTOR SHALL COORDINATE ALL OPENING DIMENSIONS, ARE CALLED OUT ON THE LEVEL WHERE THEY ORIGINATE. ��8„'��-0�� z
<br /> � � PENETRATIONS, BLOCKOUTS, DEPRESSIONS AND EMBEDS WITH �-X JOISTS PER SCHEDULE LE�EL 2
<br /> `� -Q THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL W5. AT LOCATIONS INDICATED ON PLAN, BASE HOLD DOWN THIS SHEET J-6 11 7/8" TJI 110 � 24" OC FRAMING PLAN
<br /> �
<br /> `�'� �' DRAWINGS. ENGINEER SHALL BE N011FlED OF ALL LOCATION AT END OF WALL ABOVE.
<br /> a � �-� „ � 8�� TJI 230 � 24�� oc BEARIN WALL SCHEDULE NORTH
<br /> OPENING/PENETRATIONS �}-IAT ARE ADDED OR CHANGED FROM , „ /
<br /> � -� WHAT IS SHOWN ON THIS PLAN, W6. EXTERIOR HEADERS AT OPENINGS LESS THAN 6 -0 SHALL TB-X FLUSH BEAM PER SCHEDULE IN T E R I O R SP E C IA L PA R T Y S P E C I A L C O R R I D O R E X T E R I O R
<br /> � '� BE FLUSHED FRAMED WITH 1 3/4"x9 1/2" LSL, UNO. FOR THIS SHEET LEVEL STAIR
<br /> � � G3. DB INDICATES SHAFT DIVIDER BEAM PER DETAILS OPENINGS GREATER THAN 6'-0", USE (2) 1 3/4"x9 1/2" J-8 11 7/B" TJI 560 � 16" OC WALLS INTERIOR WALLS WALLS PARTY WALLS WALLS WALLS
<br /> a � M/S4.01 AND R/S4.41. LSL OR 3 1/2x9 1/2", UNO. SEE G/S5.01 FOR TYPICAL TB-X D � DROPPED BEAM PER SCHEDULE
<br /> � m FRAMING ELEVA�ION. THIS SHEET J-9 11 7/8° TJI 560 � 12" OC ROOF 2x4 � 16" OC 2x4 � 12" OC 2x4 � 16" OC 2x4 � 16" OC 2x6 � 16" OC 2x6 � 16" OC 2x6 � 16" OC
<br /> ~ G4. ONLY STRUCTURAL WALLS ARE SHOWN. SEE ARCHITECTURAL
<br /> ! ¢ DRAWINGS FOR ADDI�IONAL WALLS OR EXTENTS. W7. INTERIOR HEADERS AT BEARING WALL OPENINGS LESS T'HAN TB-X COLLECTOR BEAM OR BLOCKING (2) 2x4 � 16" OC
<br /> °� - 6'-0" S H A L L B E F L U S H F R A M E D W I T H (1) 1 3/4"x 9 1/2" PER PLAN 1MTH CONNECTlONS J-1 0 D B L 1 1 7/8" T J I 5 6 0 � 1 6" O C L 5 2x4 � 16" OC O R 2x4 � 16" OC 2x4 � 1 2" O C 2x 6 � 1 6" O C 2x 6 � 1 6" O C 2x 6 � 1 6" O C
<br /> �
<br /> � o G5. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS LSL, UNO. FOR OPENINGS GREATER I�HAN 6'-0", USE PER S5.05 _ _ �� 3x4 � 16" OC
<br /> � ¢ PRIOR TO CONSTRUCTION. (2) 1 3/4"x9 1/2" LSL OR 3 1/2x9 1/2", UNO. J-11 2x6 � 24" OC HF-2
<br /> (2) 2x4 � 16 OC
<br /> � � X WOOD COLUMN BELOW L4 OR „ (2)2x4 � 16" OC 2x4 � 12" OC 2x4 � 12" OC 2x6 � 16" OC 2x6 � 16" OC 2x6 � 16" OC
<br /> G6. SEE ARCHITECTURAL DRAWINGS FOR FLOOR AND PLATE W8. PROVIDE (2) 2x TRIM STUDS UNDER EACH END OF HEADERS PER KEY R/S5.01 3x4 � 16 OC
<br /> �= ; ELEVATIONS. �� 2 2x4 � 16" OC 2 2x4 � 16" OC 2 2x4 � 16" OC Date: 0��121/2013
<br /> AND BEAMS TYP UNO. J-12 2x6 � 16 OC HF-2 � ) � ) � )
<br /> o � X HOLDOWN SYSTEM PER G/S5.06 L3 OR n (2)2x4 � 12" OC OR „ OR n 2x6 � 16" OC 2x6 � 16" OC 2x6 � 16" OC Job No: 113041
<br /> � ,� W9. TOP PLATE SPLICES TO BE 'TPS-2 PER K/S5.05 TYP UNO. „ 3x4 � 12 OC 3x4 � 16 OC 3x4 � 16 OC � � � ,
<br /> ,i �- J-13 DBL 2x6 � 16 OC HF-2 (2) 2x4 � 16" OC (2) 2x4 � 16' OC
<br /> � �, W10. SEE S5.03 FOR TYPICAL WOOD STAIR DETAILS. L2 (2)2x4 � 12" OC 3x4 � 8" OC OR OR 2x6 � 16" OC 2x6 � 16" OC 2x6 � 16" OC Drawingi No.
<br /> � � J-14 �� 3x4 � 12" OC 3x4 � 12" OC , � � J
<br /> j ` DBL 2x6 � 12 OC HF-2 -
<br /> 0
<br /> a � B �y�gLL SCHEDIiLE NOTES:_
<br /> � 2. 1
<br /> � � J-15 3 1/2" x 9 1/2" PSL � 16" OC 1. STUD SIZES AND SPACINGS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE PLAN
<br /> i � .
<br /> ,- � 2. SEE S1.02 FOR STUD SPECIES AND GRADE.
<br /> � �
<br /> 3. SEE SHEAR WALL SCHEDULE FOR ADDITfONAL FRAMING REQUIREMENTS.
<br /> � X 4. NON-BEARING STUD WALLS MAY BE 2x4 (� 16" OC, HEM-�IR STUD GRADE, OR BETTER.
<br />
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