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<br /> Wr�ltten dimenslons on thls drawing shall have precedence over
<br /> scaled dlmenslons. Gontactor shall verlfy all dimenslons, I V�'IJT�f �'ll VD �'IJJOG I�'ITEJ
<br /> condltlons,etc.,pertalning to the work beFore proceeding. y---�---....,�
<br /> The Owner must be notlfled of any varlatlons from the % � }�I ^ }�I G
<br /> dimenslons and/or condltions shown on these drawings. Any GEI`1ER�'lL I`1OTEJ'
<br /> such varlatlon shall be resolved by the Owner prlor to �
<br /> proceeding wlth the work,or the Gontractor shall accept
<br /> full responsiblllty for the cost to r�ectlfy same.
<br /> I. All construction per applicable codes and ordinances.
<br /> .
<br /> ��3�4�� � 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GODE
<br /> ROOFIN6 MATERIAL r
<br /> �IN15H PER ELE�/ATION 2. �/erify all dimensions on �ob site. Bring discrepancies
<br /> ON 7/I6" OB5 50LID GDX 24-0 PLYINOOD to the attentlon of Owner and/or Designer.
<br /> SHEATHIN6; 8d � 6"O.G. ED6E '�----
<br /> 8d � 12" o.G. FIELD 3. Owner will verffy window sfzes and manufacturer(s) with
<br /> (7/I6" o5B AGX PLYWD � E�/E5) framer before start of constructfon.
<br /> 24" GARDBOARD BA�FLE MIN. 15# UNDERLAYMENT
<br /> ��-X 3�`���
<br /> ALLOW �OR I" AIR SPAGE NAIL 6" ED6E, 12° FIELD \ �
<br /> MIN. EXTEND 12" ABO�/E WITH 8d NAILS, U.N.O. HANDRAIL: �- � '�`'" 4. One window per bedroom shall meet egress code.
<br /> INSULATION. 6RIP Ir4" - 2" � 5. 5k li ht laz(n er 2012 IBG.
<br /> PROJEGTION �ROM y �g g g {�
<br /> WALL NO LE55 N051N6
<br /> THAN li2". ��f�--yi� 6. Truss manufacturer shall supply shop drawings to Owner �'"-` ,;�;:_�.����
<br /> `� Z and framer to revfew and approve before fabrfcatfon. ���,:� _�'�����,��.-�� �
<br /> rti�. �
<br /> SC�L f D SH�ATN I1�tCa � � � '�� ,
<br /> �� � .--f' 7. Owner riill verffy electrical and heat layouts with �� "� ,�;t.�',t t���� �
<br /> C�R GDX PLYWD. - � � Installer before fnstallation. . � �
<br /> w��t� �x�o��D N
<br /> Tp �,,��,�,�-��� - `� - � ( f � 8. Under all parallel bearing walls, use double �oists or as
<br /> � �
<br /> � � � � � I noted on plan. Double joist (or extra TJI) under all non- �P�,� �'�� '=
<br /> OPEN RAIL: ��_ � I � � bearfng parallel walls. � �+��� �.,h���=���(�;t���"�� `�
<br /> OPEN SPAGE BETWEEN � � � � ���`� � � a �'�� �
<br /> T�� ��--• PIGKETS SHALL BE _��.- ( � � � � � � ( ` G. TJI products to be installed per manufacturer's �°'�"�
<br /> IX FASGIA BD. , `� LE55 THAN 4 GLEAR � i I � � ( � . (nstallation guide and approved reports.
<br /> �
<br /> 6U TER � APPRO�/ED TRU55E5 BEARIN6 � � ( ( � � 3 I j/' HAN6ER IO.AII metal connections to treated wood shall be at a
<br /> MANU�AGTURER'S SEAL. m � � � i � � � minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip
<br /> 5EE ROOF �RAMIN6 PLAN _� � I �y'`� 6alvanze (ASTM A123 for connectors and A5TM153 for
<br /> � ` fasteners and anchors.
<br /> FOR SPAGIN6
<br /> � �
<br /> �
<br /> m ( ( .�'�� � I I.All bathroom fans, kitchen hood, and dryer ducts shal I be �
<br /> � � exhausted through the attic to the roof or through the Cf�
<br /> 2X BIRD BLK"6. W/ �`
<br /> 2" SGREENED �/ENT �/8"X 10" ANGHOR BOLT W/ 3"X3"X � floor system to an outside wall. All WQII CIUGtS 5I1QII � �
<br /> HOLES WITH I/4" �/4" PLATE WA5HER5 � 48" o.�. NO � � � � terminate at least 36" from a window opening. � �
<br /> GORRP510N RE515TANT \/ �I Q� Q� LE55 THAN 4y° 8 NO MORE THAN 12" 2X4 STOP �`- 3-2x12 � � � •
<br /> � I Y I � `� � `��� ` 2 STRIN6ER5 Q �� � $
<br /> METAL MESH GO�/ERIN6 FROM EA. END 51LL GORNER, JOINT,
<br /> END, OPENIN6 ETG. 7 MIN.
<br /> _� FIRE BLOGK ALL �/ERTIGAL EMBEDMENT INTO GONG. EXGEPT � 2-2X HEADER - � GL I MAT I G AND GEOGRl�PH I G V �T� � �
<br /> OPENIN65 IN WALLS AT SHEAR WALLS - 5EE SHEAR Wf�LL � O h■'-�
<br /> "� PLATES AND �LOORS NAILIN6 SGHEDULE DES I GN GR I TER I A:
<br /> 2x P.T. 51LL �LOOR J015T �---2X4 BLOGKIN6 Z � �
<br /> � (FIRESTOP) � TERMITE: 5LI6HT TO MODERATE � �'"'�
<br /> � = DEGAY: 5L 16HT TO MODERATE � �
<br /> ' z `*�� I � WINTER DE516N TEMP: 17° a� V ' �
<br /> � I� ° ---#4 REBAR � I6" O.G. HORIZONTAL �` � �IREBLOGKS �0 IGESHIELD REQUIRED: NO � �
<br /> ' X �q �IREBLOGK STAIRS:
<br /> EN6INEERED J015T5, 51ZE AND �, ,
<br /> `� ONGE IN TOP � BOTTOM FLOOD HAZARDS: 2003 Iqq2 FIRM (f�
<br /> SPAGIN6 PER PLAN OR 2X J015T5 �
<br /> O� RUN BETWEEN STRIN6ER5 AIR FREEZIN6 INDEX: 250
<br /> a
<br /> �I N. �LR. 8 ALON6 RUN BETWEEN 5TUD5 � �
<br /> - - - \ � � —#4 REBAR � 48" O.G. �/ERTIGAL MEAN ANNUAL TEMP: 50 �� �
<br /> USABLE SPAGE UNDER STAIRS �
<br /> a TO BE I HR �IRE GONSTRUGTION � - .�•
<br /> TOP PL. ,` � A�STA R EILING)' �TWO LAYERS � ����� �•
<br /> � 3" MIN.
<br /> - - � GLR. TYP. ;,� �� DESIGN DATA:
<br /> \
<br /> #4 REBAR ROOF LOADS: LL 25#/5F (SNOW)
<br /> (2) 2x TOP PLATE, LAP GORNERS, W "J" BAR
<br /> DL 15#/5F
<br /> 0��5ET END JOINTS BY 48" � TOTAL 40#/5F
<br /> ALL �OOTIN65 TO BEAR ON �"JTP�IR NOTE�"J: �(1
<br /> BEARIN6 SOIL I �� FLOOR LOADS: LL 40#/5F V�
<br /> %2" 6YP5UM WALLBOARD, TYP. �T� I � ��T� I L � TY� I G�i.. �I SEi� HE I C�HT = �7-�/4 Mf�X.
<br /> �/�6" 05B. OR PLYWD. SHEATHIN6. W/ P�/A �/APOR BARRIER � WALLS � Ti�EP�D DEPTH = 10�� MIN. DL 10#/5F �
<br /> NAIL 6" ED6E, 12° FIELD WITH 8d AND GEILIN65
<br /> NAILS UNLE55 NOTED OTHERWISE / , 6� SGAL�: N.T.S. TOTAL 50#15F �
<br /> � �T�. ��./V��1'�T( �.�/� d.r`�Tl�t� � DEGK LOADS: LL 60#/5F �
<br /> DL 10#/5F �
<br /> G I 5�{�L�: �1.T.5. P�R IRG R4J3.1.3 � R�F03.1.3.1 TOTAL �O#/5F
<br /> 2x 5TUD5 � 16" O.G. TYP. l� I Y I I`l� ���� 501L : 1500 P5F MINIMUM �
<br /> �
<br /> �IRE BLOGK ALL �/ERTIGAL GONGRETE: 2500 P51 AFTER 28 DAYS �
<br /> OPENIN65 IN WALLS AT (5%z SAGK MIX)
<br /> PLATES AND �LOORS �
<br /> �`�.._� ��
<br /> �
<br /> �"X 10" ANGHOR BOLT W/ 3"X3"X �-° '�
<br /> 51DIN6, 5EE PLAN �OR TYPE --� PLATE WA5HER5 � 48" o.c. NO LE55 �1
<br /> THAN 4�° 8 NO MOR� THAN 12° MA50NRY : PER 2012 IBG V
<br /> �ROM EA. END 51LL GORNER, _IOINT, � —
<br /> END, OPENIN6 ETG. 7" MIN. ; ������ STEEL : PER 2012 IBG (6RADE 40) �
<br /> EMBEDMENT INTO GONG. EXGEPT �
<br /> SHEAR WALLS - 5EE SHEAR WALL ' WOOD : PER 2012 IBG
<br /> NAILIN6 SGHEDULE NAILIN6 : PER 2012 IRG NAILIN6 PER TABLE
<br /> 3 R602.3(I), R802.10
<br /> # � WIND: 85 MPH
<br /> 2x BOTTOM PLATE 5E15MIG: 5EE GALGULATION PAGKET
<br /> i
<br /> 2x P.T. 51LL R-10 INSULATION 4" GONG. SLAB ON
<br /> � 24" PERIMETER 4° 6RANULAR BED 1N�ATHERIN6 POTENTIAL: MODERATE date: II-3o-12
<br /> � permit:
<br /> �IN. �LR. � FR05T LINE: 12° revislons:
<br /> -Z- - - 4 GONG. SLAB ON
<br /> �� a a � a � a ° 4 Q 4" 6RANULAR BED . E.F.P.: 45 P5F
<br /> �o � a a v a `�a a
<br /> _ �I a v � ° ��f �a J� 6" BEAM: DOU6fA5 �R #2
<br /> �
<br /> I�
<br /> ` �
<br /> v. 4.
<br /> �
<br /> �� � j / f /
<br /> � _
<br /> fb
<br /> �IN. 6RADE TO 5 OPE 875 P51
<br /> L
<br /> f,/ j j / / / fIJ /j � �
<br /> .��� . �.-r� ..�,�.��.-. ._.
<br /> . ... ..' , . .
<br /> j . .� '�'. .;,�� ._� '''.
<br /> j / ' �.� . �,�- ��.� . ��, ...
<br /> ���
<br /> . ��,' .__ .. / I
<br /> �- -. . � , �.� .'. . �
<br /> � '. �. . . .� . . � �. . . . � � �
<br /> . .. ..��.. .. �-. . �..�. '. ..�.� ._.-..-..� . . .�.- . ..
<br /> .�.' .�,��. � � t .- .�_� . ��.� . ._�:. . �.'� . '�-. �'�. .
<br /> U .�... / . . . . � . . . . . . / �.��t !1't. .� . . . � �. . I .! - !. .-'�. ��.7�.� ,. . � . ' . �� � 1 �l � . -t �J /�-.�/.7r"...'� '..��.'.. �/f �.�� 7f . . . . . . . . � _
<br /> AWAY �ROM B ILDIN6 . �\�',�,,�'�� :.
<br /> ���������
<br /> n . �. _� f 4" P05T: DOU6LA5 FIR #2
<br /> ��������� �. A 6" P05T: fb = 875 P51
<br /> ����� � E = 1,300,000
<br /> ���`�.`�\� Q
<br /> � ,�� � .J015T5 � RAFTERS HEM FIR #2
<br /> ��j'��,/� � � 5TUD5: fv = 75
<br /> � ��, �� � a a fb = 850 P51 dravvn b : Ro
<br /> \r������,� A REBAR PLAGEMENT Q E = 1,300,000 checke�b�:
<br /> � �,�f / 5EE DETAIL #2 ABO�/E 6LU-LAM BEAMS:
<br /> SHEET
<br /> `��'l/ d �+ fv = 165 ps i
<br /> � �� ° � Q . � fb = 2,400 psi (reduced by size
<br /> �,
<br /> �� Q' � � �r. � factor, GF�KI)
<br /> / a � o �. � - �,800,00o ps� G .
<br /> , �
<br /> ,� 4 �
<br /> � � � , � ° �oT�:
<br /> � � ALL REINFORGEMENT �/ARIATIONS FROM THE ABO�/E
<br /> � MUST BE TIED IN PLAGE LUMBER 6RADE5 WILL BE
<br /> FOR FOUNDATION INSPEGITON '���� �,�� ���� ��.i✓T I V�i� � ��
<br /> � NOTED ON THE PLANS.
<br /> 5EE �OUNDATION PLAN
<br /> �OR FT6. / FDN. 51ZE �) ��-�� ���•��
<br /> I. SUBFLOOR:
<br /> T�6 PLYWOOD OR 05B APA RATED
<br /> ALL �OOTIN65 TO BEAR ON STURD-I-FLOOR 16" O.G., 3/4"
<br /> BEARIN6 501L
<br /> WP�LL � ROOF SHEATHIN6:
<br /> APA RATED SHEATIN6 24/16 �/16"
<br /> FOOTIN6 FOR :
<br /> 8° WALL - 18"x 12" FOOTIN6
<br /> 18" BELOW 6RADE
<br /> #4 STUB STEEL - 48" o.c. VERT.
<br /> UNLE55 NOTED OTHERWISE
<br />
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