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v����,�_ -_
<br /> `..____._
<br /> __
<br /> ���
<br /> Wrltten dlmenslons on this drawing shall have precedence over
<br /> scaled dimenslons. Gontactor shall verlfy all dlmenslons,
<br /> condltlons,etc.,pertalning to the work before proceeding. �� N�SH �ND �SSOG I�TES
<br /> 1he Owner must be notlfled of any varlatlons from the ,�
<br /> dlmensions and/or conditions shown on these drawings. Any /_�AI�L��I AIOT�G'
<br /> such varlatlon shall be resolved by the Owner prior Eo lJ I V It L I V I J.
<br /> proceeding with the work,or the Gontractor shall accept
<br /> full responslblllty for the cost to rectlfy same.
<br /> �. ��� GOY15tfUGtIOYI pef applicable GOG�eS QYIG� ordinances.
<br /> �C��f471 � 2012 IRG, IBG.-2012 WA5HIN6TON STAT� �N�R6Y GOD�
<br /> ROO�IN6 M,4TERI,4L �
<br /> �INISH PER ELE�/F�TION 2. �/erify all dimensions on �ob site. Bring discrepancies
<br /> ON �/16" OBS SOLID GDX 24-0 PLYWOOD to the attention of Owner and/or Designer.
<br /> SHEATHIN6; 8d � 6"O.G. ED6E � �
<br /> 8d � 12" O.G. �IELD
<br /> (7/16" OSB AGX PLYWD � E�/ES) 3. Owner v�ifll verify wfndow 5fze5 and manufacturer(5) wfth
<br /> 24" G,4RDBOf�RD B,4��LE MIN. IS# UNDERL,4YMENT � X 3/4„ framer before start of construction.
<br /> ,4LLOW �OR I° ,41R SP,4GE N,41L 6" ED6E, 12" �IELD
<br /> MIN. EXT�ND 12" ,4BOVE WITH 8d N,41L5, U.N.O. H,4NDR,41L: �m-- � 4. One window per bedroom shall meet egress code.
<br /> INSUL,4TION. 6RIP lia" - 2" �
<br /> PROJEGTION �ROM 5. 5kylight glazing per 2012 IBG.
<br /> W,4LL NO LESS . NOSIN6
<br /> ,- TH,4N li2". -- � 6. Truss manufacturer shall supply shop drawings to Owner
<br /> y � and framer to review and approve before fabrication. �
<br /> SOLID SHEATHIN6 r � • �Y''�� ��
<br /> 1 � �. Owner will verify electrical and heat layouts with �
<br /> OR GDX PLYWD. _ � �
<br /> WHERE EXPOSED � C� instal ler before instal lation. {���`�' ^, F�.��:�������� '1
<br /> TO WE,4THER �' � � � � 8. Under all parallel bearing walls, use double �oists or as ��� i� � � �
<br /> � i � � � noted on plan. Double �oist (or extra TJI) under all non- � . � ,s,��� c9���i.
<br /> OPEN R,41L: ( � bearing parallel walls. , ,1;�h��'�� � � �
<br /> TOP PL. o��N s�ac� B�Tw��N � � � � ( � � ,.�,�_ ,y, ���x,��,
<br /> r ,r�P,��� .��,
<br /> � PIGKETS SH,4LL BE � � � I � � G. TJI products to be Installed per manufacturer's ;c,#,�` � -�-��
<br /> IX �,45G1,4 BD. \ LESS TH,4N 4" GLE,4R � � � � � ' � . installation guide and appro�ed reports. �;^�J
<br /> W/ MET,4L- � � !
<br /> 6UTTER ,4PPROVED TRUSSES BE,4RIN6 � ( � � � � ( � �,�' H,4N6ER IO.AII metal connections to treated wood shall be at a � �
<br /> M,4NU�,4GTURER'S SE,4L. m � � � € E �` � minimum; trip le zinc ZMAX (C�185 per ASTM A65�); Hot Dip
<br /> SEE ROO� �R,4MIN6 PL,4N � � i � ��� / C�alvanze (ASTM Al2� for connectors and A5TM15� for
<br /> �OR SP,4GIN6 � � � ,� / fasteners and anchors.
<br /> � � � � � {/ � �
<br /> �' I I. All bathroom fans, kitchen hood and dr er ducts shall be �
<br /> i INSUL,4TE PER WSEG I � y � �
<br /> 2X BIRD BLK'6. W/ 'y"� � exhausted through the attic to the roof or through the
<br /> 2" SGREENED VENT ' �/e"X 10° ,4NGHOR BOLT W/ 3"X3"X � floor system to an outside wall. All wall ducts shall � �
<br /> HOLES WITH I/4" �/ " PL,4TE W,45HER5 � 48" o.c. NO r ` � terminate at least �6 from a window opening. � �
<br /> GORRPSION RESIST,4NT I �I '�� ���� LESS TH,4N 4Y2" � NO MORE TH,4N 12" 2X4 STOP - 3-2x12 � ` ' M
<br /> MET,4L MESH GOVERIN6 � +- �ROM E,4. END SILL GOi�NER, JOINT, STRIN6ER5 r l � �
<br /> END, OPENIN6 ETG. 7" MIN. Q ( ' v a+
<br /> � �IRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG. EXGEPT � 2-2X HEADER � GL I M�T I G �ND GEOGR�PH I G v � �
<br /> ---�.� � OPENIN65 I N W,4LL5 ,4T NH�EAR SAL�� U �EE SHEAR WALL z DES I GN GR I TER I�: O � g
<br /> PLATES AND �LOORS �--�
<br /> 2x P.T. SILL �LC�C7F�. JUlST �-2X4 BLOGKIN6 Z �
<br /> ( (�IRESTOP) � T�RMIT�: 5LI6HT TO MOD�RAT� � H
<br /> � = D�GAY: 5L I6HT TO MOD�RAT� � �
<br /> � z � � � WINT�R D�516N T�MP: I�° °� �
<br /> V �
<br /> � ° #4 REBAR � 16" O.G. HORIZONTAL !� �
<br /> �� - � �IREBLOGKS � IG�SHI�LD R�QUIR�D: NO
<br /> EN6INEERED JOISTS, SIZE ,4ND d) �IREBLOGK ST,41R5: �''"�
<br /> SPAGIN6 PER PLAN OR 2X JOISTS ONGE IN TOP � BOTTOM FLOOD HAZARDS: 200� IGG2 FIRM (/�
<br /> ° O� RUN BETWEEN STRIN6ER5 � AIR FR��ZIN6 IND�X: 250 �j '�I �
<br /> ���. ��.�. � _,,..�--` \ a
<br /> ----- ----� #4 REBAR � 48" O.G. VERTIGAL � RLON6 RUN BETWEEN STUDS �
<br /> M�AN ANNUAL T�MP: 50 �
<br /> U5,4BLE SP,4GE UNDER ST,41R5 � �
<br /> � a TO BE I HR �IRE GONSTRUGTION �
<br /> a 5/8" TYPE 'X' 6.W.B. (TWO L,4YER5 ~
<br /> TOP PL� lt Il GLR TIYP. AT ST,41R GEILIN6) � �
<br /> � 4 DES I GN D�T�:
<br /> , ;........ __ 1 �
<br /> #4 REB,4R ROOF LOADS: LL 25#/5F (SNOW)
<br /> � �
<br /> (2) 2x TOP PL,4TE, L,4P GORNERS, i W 'J' B,4R DL IS#/5F
<br /> O��SET END JOINTS BY 48" � TOTAL 40#/5F
<br /> � ALL �OOTIN65 TO BEAR ON
<br /> ST/�IR NOTES: ��
<br /> BE,4RIN6 SOIL �T�� � ��T�I�... � TYI- I G�L. FLOOR LOADS: LL 40#/5F
<br /> �z" 6YPSUM W,4LLB0,4RD, TYP. RICJER HEIC�HT = -I-�J�4�� M�X.
<br /> �/�6" OSB. OR PLYWD. SHE,4THIN6.- W/ PV,4 V,4POR B,4RRIER � W,4LL5 � TREf�D DEPTH = 10�� MIN. DL 10#/5F �
<br /> N,41L 6" ED6E, 12" �IELD WITH 8d , ,4ND GEILIN65 TOTAL 50#/5F �
<br /> N,41L5 UNLESS NOTED OTHERWISE +� /� �+y #�y �� �"`�"`�' �'�'�'
<br /> 2 '�J' T�''` . �Vu�L►''��� �� L�''��T�� � D�GK L0,4D5: LL 60#/5F �,,.
<br /> DL 10#/5F ��t
<br /> i �� 5G?�L.�: h1.T.S. P�R (RG R4J3.1.3 � R4c73.1.v.1 TOTAL �O#/5F +�
<br /> 2x STUDS � 16" O.G. TYP. � � Y I I`�� ���� 501L : I500 P5F MINIMUM �
<br /> �IRE BLOGK ALL VERTIGAL �
<br /> --� OPENIN65 IN W,4LL5 ,4T GONGR�T�: 2500 P51 AFT�R 28 DAYS �
<br /> �'� PLATES AND �LOORS (5%2 SAGK MIX) �
<br /> -�000 P51 �OR �XT�RIOR FOUNDATION ��r
<br /> '� �`~-� W,4LL5, PORGH�S, 5TEP5, AND OR �1.
<br /> ; � 6AR,46� 5LAB5- AIR �NTRAINM�NT �
<br /> � 15 B�TW��N 5-1 go (TABL� 402.2 I RG) �
<br /> ' �"X 10° ANGHOR BOLT W/ 3"X3"X �° � � �
<br /> E ; PL,4TE W,45HER5 � 48" o.c. NO LESS
<br /> SIDIN6, SEE PL,4N �OR TYPE TH,4N 4�" � NO MORE TH,4N 12" ' �
<br /> �ROM E,4. END SILL GORNER, JOINT, � MA50NRY : P�R 2012 IBG _
<br /> 1 END, OPENIN6 ETG. 7" MIN. i ������ ST��L : P�R 2012 IBG (6RAD� 40) �
<br /> EMBEDMENT INTO GONG. EXGEPT �
<br /> I SHE,4R W,4LL5 - SEE SHE,4R W,4LL I WOOD : P�R 2012 IBG
<br /> N,41LIN6 SGHEDULE. NAILIN6 : P�R 2012 IRG NAILIN6 P�R TABL�
<br /> � R602.�(I), R802.10
<br /> TOP �LAN6E JOIST � WIND: 85 MPH
<br /> [ H,4N6ER PER PL,4N
<br /> 2x BOTTOM PL,4T� � 5�15MIG: 5�� GALGULATION PAGK�T
<br /> �/4" T�6 PLYWOOD SUB-�LOOR
<br /> 2x P.T. SILL (6LUED 8 N,41LED) N,41L 6" ED6E, INSUL,4TE PER WSEG.,
<br /> 12" �IELD W/ lOd NAILS. SOLID BLOGKIN6 � W�ATH�RINC� POT�NTIAL: MOD�RAT� date: O`T/OI/lo
<br /> BR6. WALL ABOVE TYP. permit:
<br /> ���. ��-�. \ \ ._,. _ FR05T LIN�: 12° revisfons:
<br /> � � __..__ >i _ _ 4" GONG. SLAB �.F.P.: 45 P5F
<br /> 4"� D.S. TI6HTLINE, POSITIVE /
<br /> DR,41N TO STORM SYSTEM � ��" � / °°'� � °li 4" B�AM: DOU6LA5 FIR #2
<br /> � -
<br /> �IN. 6RADE TO SLOPE � �� � � a 6'� B�AM: fv _ 85
<br /> _ R� --� - , _ - 1��{ a� �� ° ° a o fb 8�5 P51
<br /> ,4W,4Y �ROM BUILDIN6 - ; _i ---; " ' """""'-""""' """"" ( � = 1,600,000
<br /> - � � � �' \ \ 4" P05T: DOU6LA5 FIR #2
<br /> - � T�" � I� �� ,:�i,
<br /> _ �_ EN6INEERED JOISTS, SIZE AND � a 6" P05T: fv - 85
<br /> , � I I I-I ' � 4g�� M�X. ��l""'`��5�1""'`�� SP,4GIN6 PER PL,4N, -
<br /> TN�_' - � q UNB�Lf�NGED � �- i800000
<br /> � I-: I I- I -�I ° J015T5 8 RAFT�RS H�M FIR #2
<br /> I '-^ (T,4LLER W,4LL5 PER PL,4N) SEE �OUND,4TION PL,4N a
<br /> � �I I I' I �oR BEAM SIZE � 2x4 6USSET EA. SIDE 8 5TUD5: fb = 850 P51 drawn by: Ro
<br /> i�_I.-,1 I I-1 � `� P O S T S I Z E / S P,4 G I N 6
<br /> � = I,�00,000 checked by:
<br /> �' � �-I � �_ REB,4R PL,4GEMENT �
<br /> z � � '-� ( I-� SEE DET,41L #2 ,4BOVE Q�# ��LT "SIMPSON ,435 OR SIMILI,4R
<br /> � -i I I={ I � I 4 �_ � POST TO GONG. Q C�LU-LAM B�AMS: SHEET
<br /> c0 ��-�-� I ( � (�. � �a J fv 165 psi
<br /> r fb = 2,400 psi (redu�ed by size � (
<br /> - -I I €���, �, ' factor, GF*�KI)
<br /> � � 6 MIL. POLY V,4POR B,4RRIER a � a
<br /> - I ' � � � � ___. a \ ,�..__ �o � = I,800,000 p51
<br /> a `-- a
<br /> m � ,4LL REIN�ORGEMENT � NOT�:
<br /> MUST BE TIED IN PL,4GE �/ARIATIONS FROM TH� ABO�/�
<br /> `� �OR �OUNDATION INSPEGITON LUMB�R 6RAD�5 WILL B�
<br /> NOT�D ON TH� PLANS.
<br /> SEE �OUNDATION PLAN SEE �OUNDATION PLAN
<br /> �OR �T6. / �DN. SIZE �OR PAD SIZE
<br /> I. SUBFLOOR:
<br /> ALL �OOTIN65 TO BEAR ON /�LL �OOTIN65 TO BEAR ON T 8 C� PLYWOOD OR 05B APA RAT�D _--
<br /> BE,4RIN6 SOIL BE,4RIN6 SOIL STURD-I-FLOOR 16" O.G., �/4"
<br /> WALL 8 ROOF SH�ATHIN6:
<br /> APA RAT�D SH�ATINC� 24/16 �/16"
<br /> FOOTIN6 FOR :
<br /> , TY�'I �.r�'�� / l��l� ��`r/T I �I�� 8" WALL - 118"XB�LOW o6RAD�
<br /> � SC.AL�: t�l.T.S.
<br /> #4 STUB ST��L - 48" o.c. �/�RT.
<br /> UNL�55 NOT�D OTH�RW15�
<br />
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