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Written dimensions on thls drawing ahall have precedence over y�I ll /�y�� /�
<br /> scaled dimensions. Gontactor shall verlfy all dfinensions, I�I�S�T �ll`�D �S�OG I r"'tT�S
<br /> condltlons,etc.,pertalning to the work before proceeding.
<br /> The Owner must be notified of any varlatlons Prom tge y GEN�R/�L NOT�S:
<br /> dlmensions and/or condltlons shown on these drawln s. An
<br /> such varlat(on shall be resolved by the Owner prior to
<br /> proceeding wlth the work,or the Gontractor ahall accept
<br /> full responslbllity for the cost to rectlfy same.
<br /> I. f�ll construction per applicable �odes and ordinances.
<br /> IO3/4�� 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GOD�
<br /> ROO�ING MAT�RIAL
<br /> �INISH PER �L��/ATION z. Verify all dimension5 on �ob site. Bring discrepancie5
<br /> ON 7/I6" 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 3. Owner will verify window sizes and manufacturer(s) with '
<br /> (7/16" OSB ,4GX PLYWD � EVES) framer before start oF construction.
<br /> 24" GARDBOARD B/���L� MIN. IS# UNDERLAYMENT =�X 3�4"
<br /> RLLOW �OR I" AIR SPAG� NAIL 6" ED6E, 12" �I�LD � � 4. One window per bedroom shall meet egres5 code.
<br /> MIN. EXTEND 12" ,4BOVE WITH 8d NAILS, U.N.O. HANDRAIL: T— �
<br /> INSULl�TION. 6RIP I%4" - 2" �
<br /> PROJEGTION �ROM 5. 5kylight glazing per 2012 IBG.
<br /> WALL NO L�55 NOSIN6
<br /> THAN Ir2". 6. Truss manufacturer shall supply shop drawings to Owner —
<br /> - — and framer to review and approve before fabrication. ���Y� ,���:�==���4 Y�`�
<br /> Z � ��1�`�.;_ �` �
<br /> 50LID SH�,4TH11�6 � � 7. Owner will verify electrical and heat layouts with �'�;�a � �' �
<br /> OR GDX PLYWD. _ � � installer before fnstallation. � `� `� °� �
<br /> WHERE �XPOSED N � � ':� �
<br /> TO WEATHER — � I � 8. Under all parallel bearing walls, use double �oists or as
<br /> I I � I noted on plan. Double �oist (or extra TJI) under all non- ���� ,� ��;�y�4 �
<br /> OPEN RAIL: I � bearing parallel walls. � �p,�'
<br /> TOP P . OPEN Si'AG� B�TWE�N I I � I � I .�� ����IP���111��GT0� �.
<br /> L '
<br /> PIGK�TS SHALL BE � � � I I � q. TJI products to be installed per manufacturer'S �-���� ��""��`�'''�
<br /> IX �ASGIf� BD. LESS THf�N 4" GLEAR I i i I � � fnstallation gufde and approved reports. `�
<br /> � �
<br /> W/ METAL - I � � I HP�NGER
<br /> C�UTTER APPROVED TRU55ES B�f�RIN6 � � � I � � I� IO.AII metal �onnections to treated wood shall be at a
<br /> MANU�AGTURER'S S�AL. m I � � i � "� / minimum; trip le zinc ZMAX (6185 per ASTM A653); Hot Dip
<br /> SE� Roo� �RAMINC� PLf�N _i � I (y� Galvanze (P�STM A123 for connectors and ASTM1�3 for
<br /> FOR SPAGIN6 ,� I I i I/� / fa5teners and anchors.
<br /> m � ,}' I I.A I I ba t hroom fan5, ki tc hen hoo d, an d dryer duc ts 5 ha l I be �
<br /> �y� / exhau5ted through the attic to the roof or through the �
<br /> 2X BIRD BLK'G. W/ �-r 1
<br /> 2" SGR�ENED �/ENT 5/S"X ID" �NGHOR BOLT W/ 3"X3"X � floor aystem to an outside wall. All wall d�cts shall �_.
<br /> HOLES WITH I/4° �/4" PLAT� WASHERS � 48" o.c. NO � / � terminate at least 36 from a window opening. T { �
<br /> �
<br /> G O R R P 5 1 0 N R�S I S T A N T /� L E 5 5 T H A N 4 y" � N O M O R E T H A N 1 2" 2X4 STOP 3-2x12 � �1 '
<br /> METAL MESH GOV�RIN6 � I �I �v ���� �ROM EA. END SIL� GORNER, .101NT, STRINC�ERS � '`^I �r � $
<br /> END, OP�NIN6 �TG. �" MIN. Q ~� v °'
<br /> EMBEDMENT INTO GONG. �XGE�'T � 2-2X HEADER � GL I M�TI G f�ND C��OGi�?�PH I G V �
<br /> �IRE BLOGK ALL VERTIGAL 11..J � � �
<br /> OPEN1�165 IN WALLS ?�T SH�AR WALLS - SEE SH�AR WALL � DE51GN GRIT�RIf�: Q g
<br /> PL,4TES AND �LOORS NAILIN6 SGH�DUL�. �
<br /> 2x P.T. SILL �LOOR JDIST 2X4 BLOGKIN6 Z ��
<br /> I (�IRESTOP) � T�RMITE: SLI6HT TO MODERATE � H
<br /> I = DEGAY: 5L16HT TO MODERATE � �
<br /> z �i
<br /> WINTER DE516�1 T�MP: 17� � U • �
<br /> � ° #4 REBAR � 16" O.G. HORIZONTAL \ �IREBLOGKS �0 IG�SHIELD REQUIRED: NO �
<br /> ENGINE�R�D JOISTS, SIZ� AND X �0 II �IREBLOGK STAIRS: �
<br /> � �LOOD HAZl�RDS: 2003 laa2 FIRM
<br /> �I N. �LR. 5�'AGING P�R PLAN OR 2X JOISTS � a ONGE IN TOP & BOTTOM \ � � �
<br /> O� RUN BETW���1 STRINC�ERS �IR FR�EZI�16 INDEX: 250
<br /> � � #4 REBAR � 48" O.G. VERTIGAL � A1-ON6 RUN B�TWEEN 5TUD5 MEAN ANNUAL TEMP: �O � z
<br /> �t-
<br /> USABLE Sf'AG� UND�R STAIRS
<br /> a TO BE I HR �IRE GONSTRUGTION \ �
<br /> TOP PL. d A�S A R EILII�6) � �TWO Lf�YERS \
<br /> 3 MIN.
<br /> _ _ d GLR. TYP. DES I C7N D�T�:
<br /> #4 REBP.R ROOF LOADS: LL 25#/S� (St�OW)
<br /> (2) 2x TOP PLATE, LAP GORNERS, W "�° BAR
<br /> O�FSET END JOINTS BY 48 DL IS#/5�
<br /> �� TOTAL 40#/S�
<br /> ALL �OOTINGS TO B�AR ON STP�IR NOTES: �
<br /> BEARING SOIL �� FLOOR LOf�DS: LL 40#/SF
<br /> r2�� C�YPSUM WP�LLBOf�RD, n�. STr� I i� I7�T� I � '— TY� ( G�t�.. RIS�R HEIC�HT = 7-�/4 MAX.
<br /> ��(6" OSB. OR PLYWD. SHEATHINC�. W/ P�(A �/ftPOR BARRI�R � W�LLS � TRE�D D�PTH = I O�� M I N. DL 10#/5� �
<br /> NAIL 6" EDC�E, 12" �IELD WITH 8d AND G�ILINC�S TOTAL 50#/5F
<br /> NAILS UNLE55 NOTED OTHERWISE } C�I SGALE: N.T.S. �
<br /> 2 �T� . �O U I ���T I O I � ��T�I i.. D�GK LOADS: DL�O#/S� �
<br /> �� SGaL�: N.T.S. P�R IRG R403.1.3 � R403.1.3.1 TOT/�L 70#/5� �
<br /> 2x STUDS � 16" o.G. TYP. � �� �� ���� 501 L : I�00 PS� MI NI MUM �
<br /> �
<br /> �IR� BLOGK ALL V�RTIGAL GONGR�T�: 2500 P51 A�TER 28 DAYS �
<br /> OP�NINGS IN WALLS AT (5%2 SAGK MIX)
<br /> PLATES AND FLOOPS '�
<br /> �
<br /> �
<br /> �g"X 10" ANGHOIZ BOLT W/ 3"X�"X �-° '�
<br /> 51DIN6, S�E PLf�N �OR TYP� PLATE Wf�SH�RS � 48" o.c. (�O LESS . `
<br /> THAN 4�" � NO MORE THAN 12" MASONRY : PER 2012 I BG V
<br /> FROM EA. �ND 51LL GORNER, JOINT, ������ STE�L : P�R 2012 IBG (C�RADE 40) �
<br /> END, O�'ENIN6 ETG. �" MI�1.
<br /> EMB�DMENT I�1T0 GOI�G. EXG�PT � WOOD : P�R 2012 IBG
<br /> S+i�AR Wf�LLS - SEE SHEAR Wf�LL �
<br /> NAILtNG SGHEDULE NAILI�16 : PER 2012 IRG NAILIN6 PER TABLE
<br /> R602.3(U, R802.10
<br /> WIND: 8� MPH
<br /> 2x BOTTOM PLATE SEISMIG: S�E GALGULATION PAGKET
<br /> 2x P.T. SILL R-10 INSULATION 4" GONG. SLAB ON date: ii-3o-12
<br /> � 24" PERIMETER 4" 6Rt�NULAR BED WEATHERIN6 POTENTIAL: MOD�RATE
<br /> F I N. �LR. � perm�t:
<br /> FROST LIN�: 12" revisions:
<br /> Z— - - 4" GONG. SLAB ON
<br /> ° ° 4" 6RANULAR B�D I �.�.P.: 45 PS�
<br /> � I a a a a a a a a a . ° � � ° a .° a °p�� °II 4" BEAM: DOU6LA5 �IR #2
<br /> � a a 6" BEAM� fv = 85
<br /> a 4
<br /> �IN. 6RADE TO SLOPE � �. � ° � fb = 875 PSI
<br /> a
<br /> i = OD O00
<br /> AWAY �ROM BUI DIN6
<br /> E 16
<br /> L . , ,
<br /> � � �
<br /> ��
<br /> � \ \ \
<br /> ,, a 4 P05T: DOU6LA5 F I R #2
<br /> \\/�\\/�\\/ � 6" POST: fv = 85
<br /> ���j�\/ a fb = 875 PSI
<br /> a � = I,�00,000
<br /> j��j/��� ° .1015T5 � RA�T�RS HEM FIR #2
<br /> �� �� ° � STUDS: fv = 75
<br /> j��j��j a a fb = 850 P51 drawn b : Ro
<br /> \/��/�� � REBAR PL?�GEM�NT ° E = I,�00,000 checke�by:
<br /> � \��j 5�E D�T,AIL #2 ABOVE 6LU-LAM BEAMS: SI-fEET
<br /> \ `/ a a fv - 165 psl
<br /> � \/ a � a � fb = 2,400 p51 (reduced by size
<br /> ,/ a. Z � a. a factor, G�*KI)
<br /> o �— o a � _ �,800,00o p5� G .
<br /> ��� �
<br /> , a a a
<br /> NOTE:
<br /> � � � ALL REIN�ORGEMENT VARIf'�T101�15 �ROM THE ABOVE
<br /> � MUST BE TI�D II� PLAGE LUMB�R 6RADE5 WILL B� 5���
<br /> �OR FOUNDATION INSPEGITON I TY�I G��. �1��.�. S�GT I O I ��
<br /> NOTED ON TH� PLANS.
<br /> SEE FOUNDATION �'LAN
<br /> FOR FT6. / FDN. 51ZE C�I SGALE: N.T.S.
<br /> I. SUB�LOOR:
<br /> T�6 PLYWOOD OR OSB APA RATED
<br /> ALL �OOTIN65 TO BEAR ON STURD-I-�LOOR 16" O.G., 3/4"
<br /> BEARI NG SOI L
<br /> WALL � ROO� SH�ATHI1�t6:
<br /> AP,4 RAT�D SHEATIN6 24/16 7/16"
<br /> FOOTIN6 FOR :
<br /> 8" WALL - 18"x 12" �OOTINC�
<br /> 18" BELOW 6RADE
<br /> #4 STUB ST�EL - 48" o.c. �/ERT.
<br /> UNLESS NOTED OTH�RWIS�
<br />
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