|
� _
<br /> ,`-,_" �.'
<br /> � � � � � ,�/ �1�
<br /> , ;
<br /> 11 , 098 � `
<br /> � `� �
<br /> .
<br /> ��
<br /> `� _
<br /> �
<br /> ,
<br /> ;
<br /> NOTES �'� % ��=� �
<br /> i �
<br /> �- - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
<br /> � � �• PLANS SHOULD BE REU/EWEQ BY ALL SUBCONIRACTORS PRIOR TO .
<br /> � STARIING CONSTRUCl10N. lF DISCREPANCIES EXIST PLEASE GONTACT
<br /> � ❑ ❑ ❑ I 0!�IER/CONTRACTPR. _
<br /> � I 2. ALL HEADERS TO BE 4X14HF�2 OR (2)2x10 HEM-flR#2, TYPICAL, U.N,O. Q
<br /> C I NAK TOGETHER W/16d � 16"0.C. TOP AND BOTTOM STAGGERED. �
<br /> ROOF �ENT CALCULAIION.• SEE CNART lHIS PAGE N
<br /> R703.6.3 ATTACHMENT. WODD SHAKES OR SHINGL,ES SHALL Bf INSTALLED ACCORDING TO TNIS CHAPTER AND THE � � 3 � o
<br /> MANUFACTURER'S INSTALLAADN INSTRUCAONS EACH SHAKE OR SHINGLE SHALL BE HELD lN PLACE BY TWO SrAINLESS STEEL � ( 4 ROOF PITCH TO BE 4/12 TYP. � �
<br /> TYPE 304, TYPE3/6, OR HOT-DIPPEDZINC-COATED GAL�ANIZED CORROSION-RESISTANT BOX NAILS IN ACCORDANCE WIlN TABLE ( I ❑ Q
<br /> R703.6,3(1) OR R703.6,3(2), THE HOT-DIPPED ZINC-COA TED GAL yANIZlN6 SHALL CONFORM TO MlNIMUM STANDARD ASTM � IRUSS �24°0.C. I 5 ROOf 0�ERHANG AS NOTED C( � rn
<br /> A153D, 1.0 OUNCE PER SQUARE FOOT. ALIFRNATJ�ELY, 16GAUGE STAINLESS 51FEL TYPE 304 OR TYPE 316 STAPLES WITH CROWN 4 9 � I = c�
<br /> WIDINS 7/16"MlNIMUM, 3/4°MAXIMUM SHALL BE USED AND INE CROWN OF THE S�APLE SHALL BE PLACED PARALLEL WITH Sl ADl I � � PROI/lDE liEN1£D BLOCKING AT EAI�S. � o 0
<br /> T H E B U 7 7 O F T H E S H A K E O R S H I N G L E. l N S I N�L E C O U R S E A P P U C A I J O N l N E f A S T E N E R S S H A L L B E C O N C E A L E D B Y T H E G'O U R S E � D S � 8. T R U S S E S S N A L L C A R R Y M f G S T A M P A N D S H A L L B E I N S T A L L E D ' m N
<br /> ABOI�AND SHALL BE ORI�EN APPROXIMATELY 1N ABO�E TNE BUTT LINE OF THE SUCCEEDING COURSE AND 3/4 o AND BRACED PER MfG. SPECIFICATIONS DO NOT ALTER WITNOUT �" � � �
<br /> EDGE lN DOUBLE-COURSE APPLICATIONS, THE EXPOSED SHAKE OR SHINGLE SHA�L BE FACE-NAILED WITH TWO FAST�NERS, (2�2X6 I ( 2X6 ( 2X6 � PRIOR BUILDING DEPARTMENT APPR0�,41 OF ENGINEERING � a N
<br /> DRII�EN APPROXIMATELY 2"ABO�E THE BUTT AND 3/4"FROM£ACH EDGE. FASTENERS INSTALLED l�THIN 15 MILES OF SALT _ _ _ _ _ ^ _ � H�R _ HDR � _ • CALCULATIONS. DESIGN DETAILS AND DRAWINGS SHALL BE ON � �"
<br /> WATER COASTAL AREAS SHALL BE STAINLESS STEEI TYPE 316. fASTENERS FOR F/RE-RETARDANT-IREATED SHAKES OR � - - - - - - - - � - I �- - - � I I S/TE fOR FRAM/NG/NSPEC110N. � o
<br /> S H I N G L E S l N A C C O R D A N C E W I I N S E C T I O N R 9 0 2 O R P R E S S U R E-I M P R E 6 N A l F 0-P R E S E R U A A�E-1 R E A T E D S N A K E S O R S H l N G 1 E S l N
<br /> ACCORDANCE WITH AWPA Ul SHALL BE STAINLESS SIFEL TYPE 316. THE FASTENERS SHALL PENETRATE TNE SHEATHING 4R ( � � � � � � __ _ � I (n �
<br /> fURRlN6 STRIPES BY NOT LESS lNAN 1/2'AND SHALL NOT BE OIiERDRI�EN. fASTENERS FOR UNTREATED (NATURAL) AND � I V , � I I I r - -- � 9 C O N T R A C T O R T O I�E R I F Y L O C A A D N O F A L L R O O F S U P P O R T � N
<br /> JACKS TRUSS�24 O.C. � � I � � � � BRAC/N6 AND POSI�NG AND PRO�/DE ADEQUATE BEARING TO V
<br /> T R E A T E D P R O DUC TS S H A L L CO M P L Y WITH AS T M F1667 i __ __ ,� i I + I i � _� __ � I FOUNDA IlON. �
<br /> R 8 0 6.1 I i E N T l L A l 1 0 N R E Q U I R E D. E N C L O S E D A T l I C S A N D E N C L O S E D R A F T E R S P I E S F O R M E D W H E R E C E l U N 6 S A R E A P P L I E D � I I � N O I i E N T S �� B U I L T-U P 2 X H I P S, �A L L E Y S, A N D R I D G E S N A I L T O G E l H E R W/1 6 d
<br /> DIRECl1Y TO UNDER SIDE OF ROOF RAFTERS SHALL HA�E CROSS �ENIILAJION Of EACH SEPARATE SPACE BY �ENIILATING � J� � � � �__ I � I � 16° O.C. TOP AND BOTrOM STAGGERED AND (2) 16d AT ENDS
<br /> OPEN/NGS PROTECTED AGA/NST IHE ENIRANCE OF RA/N OR SNOW I/ENALA IION OPEN/NGS SNALL HA�E A T LEAST D/MENS/ON OF --�G, � � r � AND SPL/CES.
<br /> MlNIMUM AND l%4 MAXIMUM. IiENIILAIING OPENlN6S HA�ING AT LEAST DIMENSION LARGER THAN 1/4" � ( � � � q� , � , n .
<br /> PRO�IDED WIIN CORROSION-RESISTANCE WIRE CLOTH SCREENING,HAR�WARE CLOTh; OR SlMILAR MATERIAL WITH OPENINGS (� ^ � i � � . 18 11• BRACING OR POSTING� (2�2X6 UP TO 9-D, (3) 2X6 UP TO 15-0.
<br /> NAUlN6 A LEAST DIMENSJON OF 1/16 MlNIMUM AND 1/4 MAXIMUM. OPENINGS lN RDOF FRAMIN�MEMBERS SHALL CONFORM TO � � � � S� ��Q r � ADl PRO�IDE(2) S/MPSON A35 FRAM/NG ANCHORS AT BOTTOM AND
<br /> THE RfQUIREMENTS OF SECTION R802 7. REQUIRED �ENIILA]IDN OPENlN6S SNALL OPEN DIRECl1 Y TO THE OUTSIDE AIR. � I .F�� � � � � � I (1�CS16 X 12"STRAP AT TOP. �
<br /> � _ I
<br /> R905.1.1 UNDERPAYMENT UNDERPAI�fENT FOR ASPHALT SHINGLES, CLAY AND CONCRETE 11LE, METAL ROOF SHiNGLES,
<br /> 5 � �5 I O � �- - -� 12 ALL ROOF COI�ERINGS SHALL COMPL Y l�TN THE PRO�ISIONS lN �--� O
<br /> MINARAL-SURFACED ROLL RDOFING, SLATE AND SLATE TYPE SHING�ES, WOOD SHlN6LES, WOOD SHAKES AND METAL ROOF STA2 � ADl � I � 1 � j • CHAPTER 9, 2415/.R.C. U �
<br /> PANELS SHALL BE APPLIED (N ACCORDANCE WITH TABLE R905.1.1(2� AND ATtACHED lN ACCORDANCE WITN TABLE R905.1.1(3� �S p S, � LSTA 4 j _ L - - - - - I �3 ALL CEILlN6 JOIST TO BE 2x8 �24'�O�C UNLESS � �
<br /> STA24 LSTA24 � i �' -�� - - - - - - - -� OIHERWISE NOTED. �
<br /> � _ I I � 32X � 5 � I W I�
<br /> - - - �_ �� �l I � � � I 14. PRO�IDE SHOP DRAWINGS FOR APPRO�AL BY � �
<br /> - - ---� -�- - - � �---- - _ � r
<br /> I I � � � DESIGN PROFESSIONAL EITHER ARCHITECT Of RECORD OR
<br /> I �I 3)2X6 LSTA24 � 3�� A 11�'AC�'E � I I i 4.�12 � I JACKS IRUSS�24 0.C. ENGINEER OF RECORD � Q
<br /> _- __� � ti.o ,G �) j X34 � � � L -� � `�'j
<br /> I � Z I llF� J 13 �\Q �.\ /� � � I lr � W �
<br /> � � � ADl � �i � �l I I i I � � � � cj... �
<br /> i i i � O �
<br /> JACKS TRUSS�24"O.0 � ,� I � ���� � �Q.� � � r
<br /> A � � ` �- __ �=_� _ � I I � Q W
<br /> ;�� I f4��2 � � � � �L�
<br /> I
<br /> � � �
<br /> z � � c� _ � � �2 x¢ � ,P s�R � �2� X4 (3)1X6 I � ( ATTIC VENT CAL'S � >
<br /> ,Q � BEARING WALL �j -I
<br /> ( � J L _ L J L_ J L J L fil�� I:�P I�' �L�t� ��I;I�b�I�PI�L'�P ' /
<br /> � W
<br /> I I I \Q ( � � �
<br /> � I � � ( LSTAZ � � � LSTA24 L TA 1 � I
<br /> � � i � 2 3 4 � U
<br /> � � I � � LSTA24 ( � TOTAL N0. Of EAIE LENGIN NUMBER Of TOTAL �
<br /> , ( _ yio I AREA �NT I/ENT BLOCKS OF RIDGE� ROOF 6ABLE �NT Q
<br /> I 4.'12 - - - - � _ � - - - _ _- - �, � � � � I AREA PROI�DED IiENT REQD liEN11LATORS �-NT AREA <C •
<br /> �- � al REQD REQUIRED PROPOSED � �
<br /> ; I I I I(3)2X6 �
<br /> ¢ I � I I i ADl � I A MARK (SQ. FT,) (SQ. FT.) � ` (LlN FT� ` �ENT �E'NT ' (SQ FT.� (SQ. FT.�
<br /> S� � � 9
<br /> LSTA 4 A 1� � 945 4.4� 52 3.02 - 4 0.347 1.39 4.41
<br /> � ��Q I I _„4'12 DR S1RUT HDR - - - - - - 9 _ 0.697 - - 1.147
<br /> � 164 1 0.45 2
<br /> - �
<br /> � - - -
<br /> �
<br /> : . � . - . .( - - - -
<br /> __�� � �2�2X6�r �r �Ir I � � �
<br /> I �*� � I HlP M ST£R�6 14.•12 (
<br /> _ _ � I
<br /> 1 T-" I I �
<br /> - -� 4 9 �
<br /> I
<br /> �
<br /> I S1 AD1 � j ��� I I � � .
<br /> � i � 1. TOTAL �ENT AREA CALCULATED AT 1/150 Of TOTAL ATT1C AREA.
<br /> - __ __ __� I � 9 y� � � 41z 2 0.0492 SQ. FZ NET FREE �ENT AREA P£R(3)2°� �ENT BLOCK
<br /> I I � ( I I S� � _r NO �ENTS 3. 0.125 SQ. fT. NET FREE �ENT AREA PER LIN. FT.
<br /> �-(3�2X6 Q�S _ y�R � � � �,I O z I I I 4 N0. Of ROOF �ENIILATORS
<br /> � - -�_ _ - _ _ _ - - �1 0.347 SQ. FT. NET FREE �ENT AREA PER ROOF JACK
<br /> T � � )
<br /> i � I � �8
<br /> N i � y q
<br /> �, -- ADl �
<br /> � � � �
<br /> D.S � y� I i I I
<br /> PORCH BEAM#1 L O
<br /> 1RUSS �24°O.C. 6X10DF�2 � _A . o ,S N
<br /> .� N
<br /> �l
<br /> LEGEND �-
<br /> z �,
<br /> . , Q �
<br /> 9 O p S DOWNSPOUT LOCATIONS � �
<br /> ADl . .
<br /> � ROOF l�EN1ILATORS(38 SQ. lN OR,347 SQ.FT. EA,) Q W
<br /> �
<br /> � Q
<br /> �
<br /> SHALL BE FACTORY FABRICATED TRUSSES DESIGN AND FABRICATION SHALL CONFORM WITH 1NE
<br /> REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AND DESI�N SPECIFICATIONS FOR LIGHT
<br /> METAL PLATE CONNECT WOOD TRUSSES PUBLISHED BY TRUSS PLATE 1NS11TUTE. ENGINEERING
<br /> DESIGN AND SHOP DRAWINGS BEARIN� THE STAMP OF A PROFESSIONAL ENGINEER RE6/STERED 1N
<br /> THE STATE OF WASHINGrON AND SHOWING ALL DETAILS OF CONSTRUCTION REQUIRED OR A
<br /> COMPLETE INSTALLA I10N SHALL BE SUBMITTED TO THE ARCHITECT FOR RE�IEW.
<br /> comments
<br /> � 05/25/17
<br /> � �
<br /> , ��� �� ,
<br /> r��. ����:�1��.
<br /> ;�. {r,��:-;;;���
<br /> F ;�� 4`� ���. �
<br /> �3 �
<br /> . l �
<br /> r �a�"v��
<br /> R O O F PLAN ' �;`3�r'
<br /> ,�.��:�.�`'� �' �
<br /> � r����,..��._� A07
<br /> ��"�'��,�i����jF�.�`�
<br /> scale 1/4„ _ � �_�„ -�:��.��y,��e
<br /> ��� ��/�
<br /> �j
<br />
|