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(F <br /> --- --- _.,: , F � : �, : _' ,: �� � a <br /> "� FRAMWG SYSTEM WITH CONNECTIONS i i �. : � ` �' N ' ' -- � ` �`� ��: �'�.o " � !S �IEET IS NOT 24 x 36 <br /> AT CORNER OVERHANGS 6 Q��' , � o �_5� �,� = E � � �_ I�,:.__. _ _ ` %��� � �:;' ` %f'q I � � � 5� , � -- I ; � �� � ?FIEN IT IS NOT 10 SC14LE. <br /> � <br /> 6 0 i� �� � �v-��`l,� � �� `���`1. =� C O ��� �� �.. _ � '%,� o o �'., �F',�', �� �o o�I �Q� _,� �Q���� F I L_l �Q�� ;������ �; ���, �'� � � � TRUSSES MFR Ta PROVIDE � <br /> � � F --� �- �- <br /> �- � �- O � O � � � v, � O i� O = � � � �� <br /> � / � i � � � �i � � , �, ��f'�, � � � _�z I � � _ � � COMPLETE FRAMING SYSTEM WITH <br /> � ��: � <br /> � , �e. � ; t �� _� 4 x .8 �� � 4 <br /> �'��. � '" � �: X � �� �� CONN AT CORNER OVERHANGS � <br /> ;�� � %� % 4 x x � 4 x 8.,,... �.�� 4 �� 8 � � � � ���� � ��� �� <br /> �� �� � , � <br /> ���, _ , <br /> �� - - -- � <br /> � ----�- - ... .3a�: � - �- - -- �� <br /> ( , -- _ _ .�- _ _ _.� ;��---- -�-- <br /> � � , .:: � ; �. � ��� - <br /> ( '� �- , � I� % ;, ; , ,: �, � .� � � _ _ � ----- --- � ---- <br /> �� x <br /> , , � / � ._ <br /> --� `�� � W4 0`�� �o`�� �;n' ,��' � _ � - _ 6% x 1 �G � �, �� � 4 8 � � ��.� � <br /> � Q I Q W4 ; .. .,.. . _ _. , � _.. , _ 3 � .. . .. .... �_...... _ _.... -- <br /> _ � � ; _ <br /> - . ; O <br /> � <br /> _ � E I 4 .. __. ,A,4 Q . _..._. .. ..... . . . ... ... .��._ <br /> -- -;- W <br /> -- - -- - I -- - --- - - - - <br /> ; � , - - - - - - � � � -,- o� .,L � � �o � - -�, -- -:�-� - _. IW2 -.... _ � ,I:�_ � � _ _ ._.._ .....:�..�...__._ � _ ,�_ . �,_ . �, � _._�_ - _ � <br /> � - ---- -- � <br /> ' � � �� - -- ___ _ <br /> �_ <br /> � /�, - z _ _��\ ��\,�,_ ��\�, ��\,�, _ - ��\ 6 x 6 Q S�-' I / I o� . 6 x ro-��1 �i � --- - -1- � --<�---- � �, -- --- � --- _ <br /> � _ �,_8„ N� �1 � W4 Q wl H ,I SHADED AREA INDICATES EXTE�iT �� �� <br /> WI -� OF OVER FRAMING > » �� <br /> i � I , � � + � I 'i�� I � 9 -1 � I � <br /> "' > �, � y� � , � 2'-5" jzev�s�o����: Qr�rE <br /> � ' z � � � _ � ROOF EDGE <br /> � � j - 1 �� �� TRUi SES AT 2'-0"I OC � _ _ <br /> 0 <br /> 3 11� I FULL DEPTH TRUSS BLKG (MIN DBL PLY) W/ 4° x 12GA CONT 1 <br /> ROOF EDGE STEEL STRAP' ON TOP W� {2) ROWS OF 16d NAILS AT 5" OC. � i O CITY UPDATES 10 13 17 <br /> ROOF FRAMiNG PLAN <br /> , <br /> SCALE: 1/8" = 1 '-0" � <br /> 0 ROOF FRAMING NOTES � <br /> 1. COORDINATE DIMENSIONS WITH ARCHITECTURAL PLANS. <br /> 2. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS FOR LOCATION AND SIZE OF ROOF OPENINGS. � <br /> 3. ROOF DIAPHRAGM TO BE 5/" CDX (P.1.=48/24) PLYWOOD APPLIED DIRECTLY OVER ROOF JOISTS, SEE S111 & S112 FOR NAILING. PLACE LONG DIRECTION OF PLYWOOD SHEEfS PERPENDICULAR TO ROOF JOISTS AND STAGGER LAPS. � <br /> � <br /> 4. SEE THE GENEftAL NOTES ON SHEETS S111 AND S112 AND SPECIAL INSPECTIONS ON SHEET S113 FOR ADDITIONAL INFORMATION. � <br /> � <br /> 5. ALL TRUSSES SHALL BE DESIGNED FOR LIVE LOAD DEFLECTION OF L/360 AND TOTAL LOAD DEFLECTION OF L/240. TRUSSES SHALL BE DESIGNED FOR: 25 PSF SNOW LOAD, 45 PSF TOTAL LOAD AND WIND UPLIFT PER S701. UPLIFT HURRICANE TIES MUST BE PROVIDED TO EA TRUSS AT BEARING POINT. � <br /> TOP AND BOTTOM CHORDS OF TRUSSES TO BE DOUGLAS FIR �2 OR BEfTER. <br /> 6. ROOF TRUSS FRAMING PLAN SHOWN HERE IS FOR REFERENCE. ROOF TRUSS MFR TO PROVIDE TRUSSES T0 MATCH ROOF SLOPE PER ARCHT PLAN, REVISED TRUSS LAYOUT, IF REQD, MUST BE SUBMITTED TO THE EOR FOR APPROVAL. OVER FRAMING OVER TRUSSES MAY BE REQUIRED. <br /> � <br /> 7. WOOD ROOF TRUSS GIRDERS WHERE CALLED OUT ON PLAN TO BE DBL PLY (MIN). GIRDER TO GIRDER CONN TO BE PROVIDEQ BY WOOD ROOF TRUSS MFR. ROOF TRUSS GIRDER CONNECTION TO SUPPORTING POST FOR GRAVITY AND UPLIFT LOADS T0 BE PROVIDED BY TRUSS MFR. ' <br /> 8. SIZE, LOCATION AND WEIGHT OF ROOF TOP MECHANICAL UNITS SHALL BE VERIFIED WITH MECHANICAL PLANS AND DISCREPANCIES SHALL BE REPORTED TO THE STRUCTURAL ENGINEER. RTU WEIGHT ARE ADDITIONAL LOADS ON ROOF TRUSSES WHICH MUST BE ACCOUNTED FOR BY TRUSS MFR. DR���VN 6Y �/ <br /> , � . <br /> 9. ROOF TRUSS MFR TO DESIGN TRUSSES CAPABLE OF RESISTING MAX ANCHORAGE FORCES (DUE TO WIND/SEISMIC) OF RTU S AND SCREEN WALL SURROUNDING IT. SEE STRUCTURAL DWGS FOR DESIGN LOADS. CO-ORDINATE FINAL LAYOUT OF SCREEN WALL W/ MEP/ARCHT DWGS. � CHECKED BY <br /> 10. ALL EXTERIOR BEAMS/HEADERS SHALL BE MINIMUM 4X10 UNO. W/ MIN (2) 2 X BEARING STUD AT EACH END OF BEAM/HEADER U.N.O. � <br /> � <br /> 11. ALL INTERIOR BEAM/HEADERS SHALL BE 4X6 FOR OPENING UP TO 4'-0"AND 4X12 FOR OPENING UPTO 8'-0", W/ MIN (2) 2 X BRG STUDS AT 4X6 HEADER AND 4X BRG STUDS AT 4X12 HEADERS UNO. PRC�JEC�# 17 <br /> � <br /> 12. TOP OF STEEL AT HOIST BEAMS FOR ELEVATORS T0 BE PER ARCHT AND MFR DWGS. W8 X 35 MAY BE USED AS HOIST BEAM. CHECK MFR REQUIREMENTS FOR HOIST BEAMS FLANGE WIDTH AND BEAM DEPTH. <br /> � � s�-r �ssuE �f�TE: �/c�l� <br /> 13.. G.C. TO COORDINATE W/ ELEVATOR SUPPLIER FOR ANY HSS MEMBER REQUIREMENT OR OTHER SPECIAL REQUIREMENT REGARDING ELEVATOR GUIDE RAIL SUPPORTS. EOR TO BE NOTIFIED OF SUCH REQUIREMENTS AND ALL NECESSARY ELEMENT MUST BE APPROVED BEFORE INSTALLATION. <br /> 14. � DENOTES A SHEARWALL. SEE "SHEARWALL DESIGNATION SCHEDULE" ON S502 FOR SHEARWA�LS, BY LEVEL. <br /> � <br /> � � � Sl-tEE-C-�I��LE . <br /> 15. 0 INDICATES EXTENT OF LOAD BEARIiVG WALLS. REFER TO "WOOD STUD BEARING WALL SCHEDULE" ON S502 FOR STUD SIZES AND SPACING, ALL SHADED WALLS DENOTES "IW1" TYPE WALL UNO. <br /> � <br /> 16. � INDICATES EXTENT OF SHEARWALL <br /> �, R�O� 91� r��� <br /> 17. wo��°o INDICATES SIMPSON HOLDOWN TO BE PROVIDED IN PT SLAB PER DETAIL 2/S502. ��� <br /> � � � Sf-IEE-�# <br /> 18. \� ,%�F INDICATES ATfIC AREA WITH 40PSF LIVE LOAD. TRUSS MFR TO DESIGN BOT�OM CHORD FOR ADDITIONAL AREA LOAD TO SUPPORT ATfIC AREA. PSM C O N S U LT I N G E N G I N E ERS, I N C. <br /> 19. AXIAL = XXX LBS INDICATES ADDITIONAL AXIAL FORCE THRU WOODEN ROOF TRUSSES. TRUSS MFR TO OESIGN TRUSS FOR THESE ADDITIONAL LOADS WHERE CALLED ON PLAN AND OR IN SECTIONS. 2200 SIXTH AVENUE, SUITE 601 <br /> � �EATTLE, WA 98121 <br /> . P: 206.622.4580 F:206.622.0422 �� <br /> www.psrn-engineers.com � . <br /> � <br /> � <br />