Laserfiche WebLink
B <br /> A09 <br /> NOT�� � <br /> JACKS TRUSSES �24n0.C. � PLANS SHOULD BE RE�IE{yED BY ALL SUBCONTRACTORS PRIOR TO � <br /> 4 4 srARnNc coNsr�uer�oN. lF DISCREPANGES EXIST PLEASE CONTACT � <br /> AD1 S1 4{�NER/CONTRACTOR. � m <br /> 2. ALL HEADERS TO BE 4X10DF#2 OR (2)2x10 HEM-FlR#2, TYPICAL, u,N o. NAI� � � <br /> TO�ETHER {�/16d � 16"0.C. TOP AND BOTTOM STAGGERED. � N <br /> 3 ROOf �ENT CALCULATION� SEE CHART THIS PAGE � o <br /> � <br /> 4� ROOF PITCH TO MATCN EKIST�NG � o- � <br /> D.S. I - - ""'C - - - - - D.S. 5 � N � . <br /> � ROOf O�ERHANG AS NOTED � � <br /> � I � I 6 � <br /> � � I I � PROy1DE �ENTED BLOCKING AT EA�ES C/� d <br /> � �S' 7. TRUSSES SHALL CARRY MFG. STAMP AND SHALL BE INSTALLED '- � <br /> I � I I n�(' AND BRACED PER r�FG. SPECIFICATIONS, DO NOT ALTER �ITHOUT <br /> /1 s Q� <br /> I \Q �/� � � <br /> � � I � I � `� I I i ,p' ti" �� PRIOR BUILDING DEPARTr�ENT APPRO�AL OF EN6/NEERING o <br /> I I I ( I �t �'f � �� ('/ CALCULATIONS DESIGN DETAILS AND DRA�'jNGS SHALL BE ON � m , <br /> I I I I � I I I � ��yC 3� !� G W� SITE FOR FRAM/NG INSPECDON � � <br /> � � I I ( I I I I � �� � 3� 8. CONTRAGTOR TO {�RIFY LOCATION OF ALL ROOF SUPPORt U) a- <br /> A10 J BRACING AND POSIlNG AND PRO�IDE ADEQUATE BEARING TO .� � <br /> — GIRDER TRUSS �/ �' FOUNDATION � o � <br /> IRUSSES �24"0.C. � I � � 9, BUIL r UP 2X HIPS, �ALLEYS, AND RIDGES NAIL TOGETHER {�/16d � N . y <br /> � 16"O.C. TOP AND BOTTOM STAGGERED AND (2) 16d AT EIyDS � <br /> 4 4 i I I � � I AND SPLICES <br /> ADf Sf I n 10, BRACING OR POSIING.� (1�2X6 UP TO 9'-0; (3) 2X6 UP TO 15'-0� <br /> �S�M�N PRO�IDE(2� SI�PSON A35 FRAMING ANCHORS AT BOTTOM AND <br /> � TO MATCH EXIS�ING TO �JATCN EXISTING � � (1 f CS16 X 12n S1RAP AT TOP. <br /> A DECK BELOW A <br /> I I 11. ALL ROOF COliERINGS SHALL COMPL Y{�ITH THE PRO�ISIONS lN � <br /> , A09 � L — � � — — — � — _� I I A09 CHAPTER 9, 2015/.R,C, <br /> 12 ALL CEILIIyG JOIST TO BE 2x8 �24"0/C UNLESS � <br /> I I I I I I C O N N E C T N E W G U TTE R OTHERWISE NOTED. - <br /> OII ( I TO EXISTfNG GUTTER � <br /> � ( ( I I I E X I S TI N G �.s. � 13, PRO�IDE SHOP ORA�INGS FOR APPRO�AL BY � � , <br /> DESIGN PROFESSIONAL EITHER ARCHITECT OF RECORD OR � <br /> o � � II II I i a � <br /> � �.s. LSTA24 o ENGINEER OF RECORD �. � � <br /> — . — . .— . — . — . . DRAG600# - - � — — � — � — — �✓ � <br /> - r - - - ---� = _ �- - -'_ _ �--- -�_` � <br /> � � � �I � � SHALL BE FACTORY FABRICA TED TRUSSES DESIGN AND FABRICA TION SHALL CONFORM wlTH THE LL,� � <br /> REQUIREMENTS OF THE INTERNATIONAL BUILOING CODE AND DESIGN SPECIFICATIONS FOR LIGHT � <br /> � 5 � LSTA24 �3 9 � � o METAL PLA TE CONNECT WOOD TRUSSES PUBLISHED BY TRUSS PL,9�lNST1.�UTE.�"NGINEERING � � „ . <br /> AD1 � I ���,y AD1 ADl I � � DESIGN AND SHOP DRAW/NGS BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED lN � � {— <br /> I THE STATE OF {�ASHINGTON AND SHOyy/NG ALL DETAILS OF CONSTRUCTION REQUIRED OR A � � <br /> � O�ER FRAMING N�TES' � �9J'F I I �Q�S�v � � I � COMPLETE INSTALLATION SHALL BE SUBMIrTED TO THE ARCHITECT FOR RE�IEW � (J�J <br /> X 1). USE 2X6 HF�2 �24HD,C. H Gql�,� �{ � A10 I � '< � O � <br /> W 2). USE 2X8 HF,�2 FOR RIDGE � � A09 � � � � � W �- L j�J <br /> 3�, USf 2X8 ON FLAT FOR �ALLEY � � ? � � ATTIC VEN� CAL�� � � � � ' <br /> � � � I � <br /> I I w � <br /> � ( I I TOTAL � N0. OF EA�E LENGTH 3 NUMBER OF 4 TOTAL . . <br /> � _______- - - —�—_� � l�NT <br /> �ENr vENT BLOCKS OF RIDGE ROOF GABL£ AREA � <br /> � �- -� �— I � AREA AREA PRO�IDED �ENT REQ'D �ENT/LATORS �ENT <br /> I I I I � I REQ'D REQUIRED PROPOSED � <br /> I I I I E X I S TI N G R O O F P I TC H � � AEA (SQ. FT.) (SQ, FL� #EA�E ' Ll FT � �Nj ` (SQ. FT,) (SQ. FT) <br /> ❑ i M� . <br /> � r � � _ � - � �I� � - � 1� �I � R� - - <br /> � ( I I � I I � I � � 380 5.87 19 0.93 5 0.347 1,735 3,2 5.867 <br /> � � II � L _ _ _ JJ � � � <br /> � � u � ,— - - — o � , <br /> I � � � � � <br /> II II . <br /> W � I 1, TOTA� l/ENj AREA CALCULAlFD AT 1/150 OF TOTAL ATIIC AREA, <br /> I � I � I � 2 0,0492 SQ. FT. NET FREE �ENT AREA PER (3)2� �ENT BLOCK <br /> ( � �l � � � 3, 0.125 SQ. FT. NET FREE �ENT AREA PER LlN FT. <br /> � � I I � I I 4 N0, OF ROOF �ENTILATORS <br /> I I � � I I � I (0,347 SQ, FT NET FREE {�NT AREA PER ROOF JACK) <br /> � � II � I I � <br /> � � II � I � <br /> � � II � �- - - - -n � � <br /> Li--.-�—_�-- — — --�____�L�— — —�--�� ��-__ __�-� � � . <br /> z �; <br /> LEGEND � N � <br /> EXISTING D.S. EXISTING D.S. ' � � <br /> � <br /> O p S DO{�NSPOUT LOCATIONS �'- <br /> . , O � <br /> O �- � <br /> � ROOF �N1ILATORS(38 SQ, lN OR.347 SQ,FT. EA.� � � <br /> � <br /> � /' <br /> f� '_" :: <br /> _ � � <br /> ������ <br /> �° �wn��r,,��� <br /> � � <br /> Ffi-. � <br /> � <br /> �' �� <br /> - � k.d^� . ima o� M �V�� , <br /> �. �. <br /> ������p � � . <br /> ''� ��as��. <br /> s���.� <br /> �� � �� , <br /> � <br /> LA�I <br /> � s�al� 1 i4" � � ��o�� <br /> ���� �� �����;�r � .� . <br /> � l�����1m� L �,J� d ��+Y!!� . �f� � <br />