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Wrltten d�mensions on thls drawing shall hyve precede�ce over N,4SH AND �SSOG I�TES
<br /> scaled dimensions. Gontactor shall verif all dlmensions,
<br /> conditlons,etc.,perta�n�ng to the work before proceed�ng.
<br /> The Owner must be notlfied of any varlatlons from the Q I
<br /> d�menslons and/or conditlons shown on these drawings. P�ny ����' `�+— O� �:
<br /> such varlatlon shall be resolved by the Owner prlor to
<br /> proceeding with the work,or the Gontractor shall accept
<br /> full responsibllity for the cost to re�tlfy same.
<br /> I. All construction per applicable codes and ordinances.
<br /> IO3/4�� 2012 IRG, IBG.-2012 WASHINGTON STATE �NERGY GODE
<br /> ROO�IN6 MAT�RIAL
<br /> �INISH PER ELEVATION 2. Verify all dimensiona on �ob site. Bring discrepancies
<br /> ON 7/16" OBS SOLID GDX 24-0 PLYWDOD to the attention of Owner and/or Designer.
<br /> SHEATtiING; 8d � 6"O.G. ED6�
<br /> 8d � 12" O.G. �IELD 3. Owner wfll verify window aizea and manufacturer(s) with
<br /> (�/i6" OSB AGX PLYWD � Eu�S) . framer before atart of constru�tion.
<br /> 24" GARDBOARD BAF�LE MIN. I�# UNDERLAYM�NT =�X 3�4"
<br /> ALLOW �OR I° AIR SPAGE NAIL 6" EDGE, 12" �IELD � � 4. One wlndow per bedroom shall meet egress code.
<br /> MIN. �XTEND 12" ABOVE WITH Sd NAILS, U.N.O. HANDRAIL: r- �
<br /> 6RIP 1%4" - 2" � 5. Sk li ht lazin er 2012 IBG.
<br /> INSUL�tTION. PROJEGTION �ROM y g 9 9 p
<br /> WALL NO L�SS NOSING
<br /> THAN li2". 6. Truss manufacturer shall supp�y shop drawings to Owner
<br /> Z and framer to review and approve before Fabrication.
<br /> �
<br /> SOLID SH�ATHING � � 7. Owner will verlfy electrl�al and heat layout5 wlth ;�_"� ���°}�>
<br /> OR GDX PLYWD. - � I inataller before in5tallation. �� �� �Ca �\.�v'�
<br /> WHERE EXPOSED N � I �
<br /> TO WEf�THER — � � 8. Under all parallel bearing walls, use double �oists or as
<br /> � � I noted on plan. Double �oist (or extra TJI) under all non-
<br /> OPEN RAIL: I I � � bearing parallel walls. SNp.� `�
<br /> OPEN SPAGE BETWEEN I I I I ��P G�1' `
<br /> T0� ��. PIGKETS SHALL BE � � I � � I � �i. TJI producta to be lnatalled per manufacturer'S r `(0�P5`����;��
<br /> IX FASGIPt BD. LESS THAN 4" GL�AR i i i I I '� y,
<br /> I � � � fnstallatlon gu(de and approved reports. S�p,��. ��
<br /> W/ METAL - I I I � � � � �/ HAN6ER IO.AII metal connections to treated wood shall be at a -"
<br /> C�UTTER APPROVED TRUSS�S B�Af�ING CSJ I
<br /> � � ,v minimum, trl le zin� ZMAX (6185 per ASTM A653); Hot D1p
<br /> MANU�AGTURER'S SEAL. m � � � I / �
<br /> SEE ROO� �RAMIN6 PLAN -� i � � i ��' faQltene s nd an ho3sfor connectors and f�5TM153 for
<br /> �OR SPAGING '� I � I/ /
<br /> m � Y I I.f�ll bathroom fans, kitchen hood, and dryer ducts shall be �
<br /> �y� exhausted through the atti� to the roof or through the �
<br /> 2X 81 RD BLK'C�. W/ �
<br /> 2" SGRE�NED �/ENT 5/"X lo" f�NGHOR BOLT W/ 3"X3"X � floor s ystem to an outside wall. All wall ducts shali �
<br /> 8 / / Q terminate at least 36" from a window opening. �
<br /> HOLES WITH I/4" �/4" PLAT� WA5HER5 � 48" o.c. NO
<br /> �� �� 2X4 STOP 3-2x 12 � � '
<br /> GORRP510N RE515TANT � I�I �� ���� LE55 TH�4N 4y2 � 1y0 MORE THAN 12 STRINGERS
<br /> METAL M�SH GOV�RING �ROM EA. END 51LL GORN�R, JOINT, Q V �$
<br /> END, OPENING ETG. 7" MIN.
<br /> �IRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG. EXGEPT � 2-2X H�ADER � GL I M,gTI G �ND G�OGR�PH I G U
<br /> .
<br /> OPENIN6S IN WALL� AT
<br /> SHEAR WALLS - S�� �H�AR WA�� = DE51GN GRIT�i�I�: � � � �
<br /> PLATES AND FLOORS NAILING SGHEDULE. , �
<br /> FLOOR J015T 2X4 BLOGKING z �� �
<br /> 2x P.T. SILL I (FIRESTOP) � TERMIT�: SLI6HT TO MODERATE �
<br /> I = D�GAY: SLIGHT TO MODERATE x �
<br /> Z � WINTER D�516N TEMP: 17° o?i U ' �
<br /> � I� ° #4 REBAR � I6" O.G. HORIZONTAL FIREBLOGKS �0 IGESHIELD REQUIRED: NO � �
<br /> FIREBLOGK STAIRS:
<br /> ENGIN�ERED JOISTS, SIZE AND � � FLOOD HAZARDS: 2003 IGG2 FIRM �f�
<br /> SPAGIN6 PER PLAN OR 2X J015T5 � ONG� IN TOP � BOTTOM
<br /> FIN. FLR. - ° O� RUN B�TW�EN STRINGERS \ � � �
<br /> O � „ 8 ALONG RUN B�TWEEN 5TUD5 RIR �REEZIN6 INDEX: 250
<br /> — — � #4 REBAR � 48 O.G. �/ERTIGAL p�
<br /> � MEAN AN�IUAL TEMP: 50 z
<br /> USABLE SPAGE UNDER STAIRS \ �
<br /> a TO BE I I-fR �IRE GONSTRUGTION �
<br /> �
<br /> a 5/8 TYP� 'X G.W.B. (TWO LAY�RS
<br /> TOP PL. ° 3" MIN. AT STAIR GEILING) � DE51GN D,4T�:
<br /> GLR. TYP.
<br /> #4 REBAiZ
<br /> RODF LOADS: LL �5#/SF (SNOW)
<br /> (2) 2x TOP PLATE, LAP GORNERS, W "J" BAR
<br /> O��S�T END JOINTS BY 48" DL 15#/5�
<br /> TOTAL 40#/SF
<br /> ALL FOOTINGS TO BEAR ON ST�IR NOTES: �
<br /> BEf�RING SOIL I fi�IS�R HEIC�HT = �—�/4�� M�X.
<br /> � II �" 6YP5UM WALLBOARD, nP. 5T�I � ��T� I � � TY� ( G�i� If �LOOR LOl�DS: DL O/5F �
<br /> r(b OSB. OR PLYWD. SHEATHING. W/ P�/A VAPOR BARRIER � WALLS 3 TRE�D D�PTH = 10 MIN. TOTAL 50#/S�
<br /> NAIL 6" EDG�, 12" FIELD WITH 8d �ND GEILINGS
<br /> NAILS UNLESS NOT�D OTHERWISE G C�I SGAL�: N.T.S.
<br /> 2 JT� . �O U I�l�l'�T I O I�l ��T� I � D�GK LOADS: DL�O#/S� �
<br /> �7� SGAL�: N.T.S. PER IRG R403.1.3 d R403.1.3.1 TOTAL �O#/5� �
<br /> 2x STUDS � I6" O.G. TYP. � I X � `�� �� `�� SOIL : 1500 P5� MINIMUM �
<br /> �
<br /> FIRE BLOGK ALL V�RTIGAL GONGRETE: 2500 PSI AFT�R Z8 DAYS �
<br /> oPENIN�s IN WALLS AT (5%�z SAGK MIX)
<br /> PLAT�S AND FLOORS �
<br /> �
<br /> �
<br /> �"X 10" ANGHOR BOLT W/ 3"X�"X �" �
<br /> SIDING, SEE PLAN �OR TYP� PLAT� WA5H�R5 � 48" o.c. NO LESS �
<br /> TH/�N 4�" ff NO MORE THAN 12" Mf�50NRY : P�R Z012 IBG
<br /> �ROM �A. END SILL GORNER, JOINT, —
<br /> END, OP�NING ETG. 1" MIN. ������ STEEL : PER 2012 IBG (GRADE 40) �
<br /> EMB�DM�NT INTO GONG. EXGEPT �
<br /> WOOD : PER ZO12 IBG
<br /> SHEAR WALLS - S�� SHEAR WALL
<br /> �IAILING SGHEDULE. NAILIN6 : PER 2012 IRG NAILING PER TASLE
<br /> R602.3(I), i�802_10
<br /> WIND: b� MPH
<br /> 2x BOTTOM PLATE 5�15MIG: 5E� GALGULATION PAGKET
<br /> 2x P.T. SILL R-10 11�15ULATION 4" GONG. SLAB ON dAte: II-30-12
<br /> � 24" PERIMET�R 4" GRAt�ULAR B�D WEATHERING POT�NTIA�L: MODERATE permit:
<br /> FIN. �LR. � _ _ FROST LINE: 12�� revisions:
<br /> Z_ 4" GONG. SLAB ON �,�,P.: 45 PS�
<br /> � � ° a 4" GRANULAR BED
<br /> - I� Q d � ° a a a a � a � � a ° a ao � 4" BEAM: DOU6LA5 FIR #2
<br /> a�� a �� 6" BEAM: fv = 85
<br /> �IN. 6RADE TO SLOPE / � � / /� / , � a � 4 � E = 1,600,000
<br /> AWAY �ROM BUILDING . �\�\�\\
<br /> �\�j\�j\/ a 4" POST: DOU6LA5 FIR #2
<br /> \�\\\��\/ a Q 6" POST: fb = 875 PSI
<br /> a E = I,300,000
<br /> �//����� ° J015T5 ff RAFTERS HEM FIR #2
<br /> �\�\� ° � STUDS: fv = 75
<br /> \/���/��� fb = 850 PSI drawn b : RO
<br /> � �
<br /> Z \/���/�/ � a REBAR PLAGEMENT � � = 1,300,000 checke by:
<br /> �� 5E� DETAIL #2 ABOV� SHEET
<br /> � \// a � 6LU-LAf BE655,51
<br /> \ a a � fb = Z,400 psf (reduced by 5fze
<br /> � ' p- a factor, G��KI)
<br /> `� � z � a o E = 1,800,000 51 � .
<br /> / o � � o p
<br /> �, a a
<br /> � NOTE:
<br /> � � � � ALL REINFORGEMENT VARIATIONS �ROM TI-IE ABOV�
<br /> � MUST B� TIED IN PLAGE LUMBER GRADES WILL BE ���$
<br /> �OR �OUNDATION INSPEGITO�I I TY� I G�L I�I�L� S�GT I O I �l�
<br /> NOTED ON THE PLANS.
<br /> SEE FOUNDf�TION PLAN
<br /> �OR �TG. / �DN. 51ZE C�I SG/�1LE: N.T.S.
<br /> I. SUBFLOOR:
<br /> T d G PLYWOOD OR OSB APA R/�TED
<br /> ALL �oOTIN65 TO BEAR ON STURD-I-F�OOR I6" O.G., 3/4"
<br /> BEARIN6 SOIL
<br /> WALL � ROO� 5I-fEf�THING:
<br /> APA RATED SH�ATING 24/I6 �f/16"
<br /> _. _ _.
<br /> �OOTIN6 �OR : .
<br /> 8" WALL - 18"x IZ" FOOTIN6
<br /> 18" BELOW C�Rf�DE
<br /> #4 STUB STE�L - 48" o.c. VERT.
<br /> UNLE55 �IOTED OTHERWISE
<br />
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