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<br /> Written dimenslons on this drawing shall hyve precedence over I�1��� �I�1D �"1✓✓OGI�"1T�✓
<br /> scaled dlmenslons. Gontactor shall verif all dimensions,
<br /> conditlons,etc.,pertalning to the work before proceeding.
<br /> The Owner must be notlfied of any varlatlons from the GENERAL NOTES •
<br /> dimenslons and/or conditions sho�vn on these drawings. Any .
<br /> such varlatlon shall be resolved by the Owner prior to
<br /> proceeding wlth the work,or the Gontractor shall accept
<br /> full responslblllty for the cost to rectlfy same. I. AI I con5truction p�r applicable GOG�ES and ordinance5.
<br /> ��3��" 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GODE
<br /> ROO�IN6 MATERIAL 2. Verif all dimen5ion5 on ob 5ite. Brin di5cre ancie5
<br /> �INISH PER ELEVATION
<br /> ON �/16" OBS SOLID GDX 24-0 PLYWOOD to the attention of Owner and/or De i5 gner. p
<br /> SHEATHIN6;8d � 6"O.G. ED6E � ,
<br /> 8d � 12" O.G. �IELD 3. Owner wlll verlfy window 5Ize5 and manufacturer(5) wlth
<br /> (�/I6" OSB AGX PLYWD � E�/ES) _�X I 3/4 framer before 5tart of con5truction.
<br /> 24 GARDBOARD BA��LE MIN. 15# UNDERLAYMENT
<br /> ��
<br /> ALLOW �OR I" AIR SPAGE NAIL 6" ED6E, 12" �IELD � � �� 4. One window per bedroom Shall meet egre55 code.
<br /> MIN. EXTEND 12 ABOVE WITH 8d NAILS, U.N.O. HANDRAIL: 1-- �
<br /> 1NSULATION. 6RIP li4" - 2" �
<br /> PRO_IEGTION ��OM 5. 5kylight glazing per 2012 IBG.
<br /> WALL NO LESS i- NOSIN6
<br /> THAN I%z". n 6. Tru55 manufacturer 5hall 5upply 5hop drawing5 to Owner
<br /> Z and framer to review and approve before fabrication. _ ,
<br /> �
<br /> SOLID SHEATHINC� � � 7. Owner will verify electri�al and heat layout5 with �'T,° �
<br /> OR GDX PLYWD. _ � I in5taller before in5tallation. �'S12x�""" �'�� �,y.+�
<br /> T10�1N�A�ERS�D N ! ( � � 8. Under all arallel bearin wall5, u5e double oi5t5 or a5 � �`°�-� ' `s��x� �`���
<br /> p 9 1 �p!-� �
<br /> � ,��rd�,tlll"�t 1'
<br /> � � noted on plan. Double �oi5t �or extra TJI) under all non- a��,,�w�-.�
<br /> OPEN RAIL: � i � � I bearing paral lel wall5. �����r.r #� �r = :� .
<br /> OPEN SPAGE BETWEEN �� ( I � ��� ��4�� 'i�/�'�'�'��vi�-��
<br /> T O P P L. PIGKETS SHALL BE � � � � I I � Q. TJI pro duc t5 to be in5 ta l le d per manu fac turer'S �;� � _.�-^
<br /> LESS THAN 4 GLEAR � � � � � in5tallation guide and approved report5. - - ����'�_'��=���'�
<br /> IX �ASGIA BD. I � � I � � � I � �` ,..�:�.�....�..�.-rz...��.;
<br /> W/ METAL—� - I � � � � �/ HANGER IO.AII metal connection5 to treated wood 5hall be at a
<br /> 6UTTER APPROVED TRUSSES BEARIN6 d� � �
<br /> MANU�AGTURER'S SEAL. m � � � i � �' / minimum; trip le zinc ZMAX (6185 per ASTM A653); Hot Dip
<br /> � / 6alvanze (A5�"M A123 for connector5 and A5TM153 for
<br /> SEE ROO� �RAMIN6 PLAN - I � � �' fa5tener5 and anchor5.
<br /> �OR SPAGIN6 C� � ' � I/� /
<br /> m � ,V I I.A I I ba t hroom fan5, ki tc hen hoo d, an d dryer duc t5 5 ha l l be A
<br /> INSULATE PER WSEG � I / / exhau5ted through the attic to the roof or through the C/�
<br /> 2X BIRD BLK'6. W/ y � floor 5y5tem to an out5ide wall. All wall duct5 5hall � �
<br /> 2" SGREENED VENT 5/8"X 10" ANGHOR BOLT W/ 3"X3"X / Q terminate at lea5t 36" from a window opening.
<br /> HOLES WITH I/4" �/4" PLATE WASHERS � 48" o.c. NO 2X4 STOP - � / � � � ,'
<br /> GORRPSION RESISTANT � I�I �� ���� LESS THAN 4Y2" $ NO MORE THAN 12" 3-2X�2 °' '
<br /> METAL MESH GO�/ERIN6 �ROM EA. END SILL GORNER, �OINT, STRIN6ER5 Q O �
<br /> END, OPENING ETG. � MIN. 2_2X HEADER � G�I MATI G A1�D GEOGRAPH I G � v g �
<br /> �MB�DM�NT INTO GONG, �XGEPT �
<br /> r OIP NN 605�N WAL.LS�ATI G�� SHEAR WALLS - SEE SHEAR WALL z DES I GN GR I TER I A: O �
<br /> � �� PLATES AND �LOORS NAIL.IN6 SGHEDULE. � �-1
<br /> �LOOR �OIST--� �2X4 BLOGKIN6 Z � H '� ,
<br /> 2x P.T. SILL , - I (�IR�STOP) � TERMITE: 5LI6HT TO MODERATE
<br /> I _ DEGAY: 5LI6HT TO MODERATE �j � �
<br /> Z I � WINTER DE516N TEMP: 17° � V � �
<br /> � Ilo° #4 REBAR � I6" O.G. HORIZONTAL J� �IREBLOGKS �0 IGESHIELD REQUIRED: NO � �
<br /> EN6INEERED �OISTS, SIZE AND � , �IREBLOGK STAIRS: \ �LOOD HAZARDS: 2003 IQQ2 �IRM C/�
<br /> SPAGIN6 PER PLAN OR 2X JOISTS ONGE IN TOP $ BOTTOM � �
<br /> O� RUN BETWEEN STRIN6ER5 AIR �REEZIN6 INDEX: 250
<br /> �IN. �LR. � � � � � p� .
<br /> �;, „ $ ALON6 RUN BETWEEN STUDS \ MEAN ANNUAL TEMP: 50 Z .
<br /> - -#4 REBAR � 48 O.G. VERTIGAL � j
<br /> USABLE SPAGE UNDER STAIRS
<br /> a TO BE I HR �IRE GONSTRUGTION \ - � +
<br /> � ° 3" MIN. 5/8" TYPE 'X' 6.Y�I.B. (TWO LAYERS
<br /> TOP PL_ GLR. TYP. AT STAIR GEIL.IN6) \ ` DE51GN DATA:
<br /> �
<br /> #4 REBAR
<br /> ROO� LOADS: I_L 25#/5� (SNOW)
<br /> (2) 2x TOP PLAT�, LAP GORNERS, W "�" BAR
<br /> O��SET END .JOINTS BY 48" TOTAL 40%�
<br /> ALL �OOTIN65 TO BEAR ON �JTP�I R NOTE�J: �(�
<br /> BEARIN6 SOIL �•�+� I � ����I � � T��I ��� R15ER H�16HT = �7-�/4�� MP�X. �LOOR LOADS: LL 40#/5� v'
<br /> i2" 6YPSUM WRLLBOARD, TYP. „ DL 10#/5� �
<br /> �/�6" OSB. OR PLYI^1D. SHEATHIN6.��� W/ P�/A VAPOR BARRIER � WALLS � I _ I TR�P�D D�PTH = ID MIN. — _.
<br /> NAIL 6" ED6E, 12" �IELD WITH 8d AND GEILINGS � TOTAL 50#/5� ;
<br /> NAILS UNLESS NOTED OTHERWISE I C�I SGAL�: K,T.S. � �
<br /> 2 ���. �OV I����I O 1 �t ��T�I � DEGK LOADS: DL60#/5�
<br /> C�� SGALE: N.T.S. P�R IRG R403.1.3 � R403.1.3J
<br /> TOTAL 70#/5� �
<br /> 2x ST�UDS � I6" O.G. TYP.—J� 1-� I Y I � `►� ���� 501L : 1500 P5� MINIMUM �
<br /> �
<br /> �IRE BLOGK ALL VERTIGAL GONGRETE: 2500 P51 A�TER 28 DAYS �
<br /> OPENIN65 IN WALLS AT `
<br /> (5i2 SAGK M I X)
<br /> PLATES AND �LOORS
<br /> -3000 P51 �OR EXTERIOR �OUNDATION
<br /> � WALLS, PORGHES, 5TEP5, AND OR
<br /> 6ARA6E 5LAB5- AIR ENTRAINMENT �
<br /> 15 BETWEEN 5-7�0 (TABLE 402.2 IRG) .
<br /> �"X 10" ANGHOR BOLT W/ 3"X3"X �-" � � �
<br /> SIDING, SEE PLAN �OR TYPE PLATE WASHERS � 48" o.c. NO LESS ■ \
<br /> THAN 4�" $ NO MORE THAN 12" MA50NRY ; PER 2012 IBG ��
<br /> �ROM EA. END SILL GORNER, �OINT,
<br /> END, OPENIN6 ETG. �" MIN. ������ STEEL : PER 2012 IBG (6RADE 40) �
<br /> EMBEDMENT INTO GONG. EXGEPT � WOOD : PER 2012 IBG
<br /> SHEAR WALLS - SEE SHEAR WALL
<br /> NAIL.IN6 SGHEDULE. NAILIN6 ; PER 2012 IRG NAILIN6 PER TABLE
<br /> R602.3(I), R802.10
<br /> TOP �LANGE JOIST
<br /> WIND: 85 MPH
<br /> HANGER PER PLAN 5E15MIG: 5EE GALGULATION PAGKET
<br /> 2x BOTTOM PLATE �/" Tff6 PLYWOOD SUB-�LOOR
<br /> 2x P.T. SILL ��GLUED $ NAILED) NAIL 6° ED6E, INSULATE PER WSEG.,
<br /> 12" �IELD W/ IOd NAILS.
<br /> SOLID BLOGKIN6 � WEATHERIN6 POTENTIAL: MODERATE date: o7/OI/lo
<br /> BR6. WALL ABOVE TYP. permit:
<br /> �IN. �LR. �R05T LINE: 12° revisions: �
<br /> Z 4" GONG. SLAB
<br /> E.�.P.: 45 P5�
<br /> 4"d> D.S. TI6HTLINE, POSITIVE � � aa o 4" BEAM: DOU6LA5 �IR #2
<br /> DRAIN TO STORM SYSTEM - I�° ° �� ` � 6 BEAM:
<br /> ! a a I �� fv = 85
<br /> �IN. 6RADE TO SLOPE � _ � ` �'�� � " � a a� fb = 875 P51
<br /> A1�WY �ROM BUILDIN6 — — — E = I,600,000 �
<br /> � a 4" P05T: DOU6LA5 �IR #2
<br /> -) I Z- I I— I I I I ENGINEERED �OISTS, SIZE AND a 6" P05T: fv = 85
<br /> ;� ( I I I— — 48„ M�x. G{��y�����G� SPAGING PER PLAN, a fb = 875 P51
<br /> E = 1,300,000
<br /> nl=L� ° UNBP�LP�NG�D
<br /> I' I � � �(TALLER WALLS PER PL�N) SEE �OUNDATI ON PLAN� � a JO 15T5 $ RA�TERS HEM �I R #2
<br /> I— ,�I=� $ 5TUD5: fv = 75
<br /> -� i i i , i Q �OR BEAM SIZE $
<br /> ��I; � a P O S T S I Z E / S P A G I N 6 2x4 GUSSET EA. SIDE Q fb = 850 P51 drawn b l,{: RO
<br /> -�f,;� REBAR PLAGEMENT ° � � �-3 0�-��� checke d by:
<br /> z � � SEE DETAIL #2 ABOVE ��# ���T "SIMPSON" A35 OR SIMILIAR 6LU-LAM BEAMS:
<br /> � I I I;���I— P05T TO GONG. SNEET
<br /> —�= o a fv = 165 p5i
<br /> � I I=� la �' a �� fb = 2,400 p5i �(r�duced by 5ize
<br /> II ',_ ° factor, G� KI) � I
<br /> I 1—� � I z � 6 MIL. POLY VAPOR BARRIER a a a o ° 4 � E = 1,800,000 p5i .
<br /> -III� a � Q a
<br /> NOTE:
<br /> � � ALL REIN�OR�EMENT
<br /> MUST BE TIED IN PLAGE VARIATIONS �ROM THE ABOVE
<br /> � �OR �OUNDATION INSPEGITON LUMBER 6RADE5 WILL BE
<br /> NOTED ON THE PLANS.
<br /> SEE �OUNDATION PLAN SEE �OUNDATION PLAN
<br /> �OR �T�. / �DN. SIZE �OR PAD SIZE
<br /> I. SUB�LOOR:
<br /> ALL �OOTINGS TO BEAR ON T$6 PLYWOOD OR 05B APA RATED
<br /> ALL �OOT6NG5 TO BEAR ON BEARIN6 SOIL SIURD-I-�LOOR 16" O.G., 3/4°
<br /> BEARIN6 SOIL
<br /> WALL $ ROO� SHEATHIN6:
<br /> APA RATED SHEATIN6 24/16 7/16"
<br /> �OOTIN6 �OR :
<br /> � TY�IG�L. ��1.L. S�GTIO�Is g" WA�� - II8°BELOWo6RADE
<br /> C�I SGALE: N.T.S.
<br /> #4 STUB STEEL - 48" o.c. VERT.
<br /> UNLE55 NOTED OTHERWISE
<br />
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