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Written dimenslons on thls drawing shall have precedence over ^ ll ^ ^ ^
<br /> scaled dimenslons. Gontactor shall verlFy all dimenslons, N�"'IJTI �"'lND �"'IJJOG I�"'IT�J
<br /> condit(ons, etc., pertalning to the work before proceeding.
<br /> 1Y�e Owner must be notlfled of any varlatlons from the ^ I G
<br /> dlmenslons and/or condltlons shown on these drawings. Ariy ��N���"'ll— N�T�J:
<br /> such vartatlon shall be resolved by the Owner prlor to
<br /> proceeding wlth the work,or the Gontractor shall accept
<br /> full responslblllty for the cost to rectlfy same. I. AI I construction per applicable GOG�25 and OrG�InQnG25.
<br /> IO3/4�� 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GODE
<br /> ROOFIN6 MATERIAL 2. Verif all dimensions on ob site. Brin discre ancies
<br /> FINISH PER ELEVATION y � 9 P
<br /> ON "1/16" 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. FIELD 3. Owner will verify window sizes and manufacturer(s) with
<br /> (7/16" OSB AGX PLYWD � EVES) framer before start of construction.
<br /> 24" GARDBOARD BAFFLE MIN. 15# UNDERLAYMENT
<br /> =�X 3�4��
<br /> ALLOW FOR I" AIR SPAGE NAIL 6" ED6E, 12" FIELD � � - 4. One window er bedroom shall meet e ress code.
<br /> MIN. EXTEND 12" ABOVE WITH 8d NAILS, U.N.O. HANDRAIL: �-� p g
<br /> INSULATION. 6RIF' I%a" _ 2" �D
<br /> PROJEGTION FROM 5. 5kylic�ht glazing per 2012 IBG.
<br /> WALL NO LESS —NOSIN6
<br /> THAN li2". — 6. Truss manufacturer shall supply shop dr�wings to Owner
<br /> - z and framer to review and approve before fabrication.
<br /> SOLID SHEATHIN6 � � �l. Owner will verify electrical and heat layouts with �''�•"E '�y. _ _-_���� ,�;p�
<br /> OR GDX PLYWD. = I t -
<br /> � ^'"-�,,
<br /> WHERE EXPOSED N I � installer before installation. � __�
<br /> � 'ti:s r
<br /> TO WEATHER � � i � 8. Under all parallel bearing walls, use double �foists or as a �' � �
<br /> � noted on plan. Double �oist (or extra TJI) under all non- � /^� (-� , r. , :, � ,
<br /> � I ( I �L3f�fl� 4(:��.� ri.1 �t 9 ':I'
<br /> oPEN RAIL: � � bearing parallel walls. �
<br /> OPEN SPAGE BETWEEN �� � � � � � �,"����i� �.?� StP,��i�i�t �th�l �
<br /> T O p P L. 7 � „ � �_ PIGKETS SHALL BE ( � � � I � q. TJI products to be installed per manufacturer's �� .��.���'�•�� ,
<br /> I X F A S G I A B D. / / // \ LESS THAN 4" GLEAR I I � I � �
<br /> I � installation guide and approved reports. �'��
<br /> � � � I ,
<br /> UTTER L APPROVED TRUSSES BEARIN6 � � I � � i � I �/ HANC�ER IO.AII metal connections to treated wood shall be at a
<br /> � � ,V � minimum; trip le zinc ZMAX (C6185 per ASTM A653); Hot Dip
<br /> MANUFAGTURER'S SEAL. m � � � � / 6alvanze (ASTM A123 for connectors and A5TM153 for
<br /> SEE ROOF FRAMIN6 PLAN _� � � y
<br /> FOR SPAGIN6 � I i i �/� / fasteners and anchors.
<br /> m � ,I�� I I.AI I bathroom fans, kitchen hood, and dryer ducts shal I be A
<br /> INSULATE PER WSEG '"
<br /> 2X BIRD BLK'6. W/ �y� / exhausted through the attic to the roof or through the Cl�
<br /> 2" SGREENED VENT s/g"X 10" ANGHOR BOLT W/ 3"X3"X � floor system to an outside w�ll. All r�lall ducts shall � �
<br /> / � terminate at least 36" from a window opening.
<br /> HOLES WITH I/4" �/4" PLATE WASHERS � 48" o.c. NO / O � .r
<br /> GORRPSION RESISTANT � � �� ���� LESS THAN 4Yz" � NO MORE THAN 12" 2X4 STOP � 3-2x12 � �n
<br /> METAL MESH GOVERIN6 FROM EA. END SILL GORNER, JOINT, STRIN6ER5 Q � f 1 �
<br /> END, OF'ENIN6 ETG. �" MIN. ( ) \•/ °�
<br /> EMBEDMENT INTO GONG. EXGEF'T � 2-2X HEADER---� � GL I M?�TI G ?�ND GEOGR?�PH I G v C
<br /> FIRE BLOGK ALL VERTIGAL SHEAR WALLS - SEE SHEAR WALL � � �
<br /> OPENIN65 IN WALLS AT uAi�iu� �c�-+�Du��. � DESIGN GRITERI?�: O �
<br /> PLATES AND FLOORS
<br /> � 2x P.T. SILL �LOOR JOlST \-2X4 BLOGKIN6 Z � �
<br /> I (FIRESTOP) � TERMITE: 5LI6HT TO MODERATE
<br /> I _ DEGAY: 5LI6HT TO MODERATE � � �
<br /> z � WINTER DE516N TEMP: I�l° � V � �
<br /> 1 _ �
<br /> � I� � #4 REBAR � 16" O.G. HORIZONTAL ``--FIREBLOGKS �0 IGESHIELD REQUIRED: NO � �
<br /> EN6INEERED JOISTS, SIZE AND a� �� FIREBLOGK STAIRS: \ FLOOD HAZARDS: 2003 IqQ2 FIRM C/�
<br /> SF'AGIN6 F'ER F'LAN OR 2X JOISTS ONGE IN TOF' � BOTTOM �1
<br /> �IN. �LR. _�— ° O� RUN BETWEEN STRIN6ER5 \ AIR FREEZIN6 INDEX: 250 � �1 �
<br /> \ � —#4 REBAR � 48" O.G. VERTIGAL � ALON6 RUN BETWEEN STUDS MEAN ANNUAL TEMP: 50 � Z
<br /> USABLE SPAGE UNDER STAIRS
<br /> a TO BE I HR FIRE GONSTRUGTION \ �
<br /> TOP PL. � A g5 A R ���u�' �TWO LAYERS
<br /> 3 MIN.
<br /> - - � GLR. TYP. \ , DES I GN D?�T?�:
<br /> �
<br /> #4 REBAR
<br /> ROOF LOADS: LL 25#/5F (SNOW)
<br /> (2) 2x TOP PLATE, LAP GORNERS, W "J" BAR
<br /> OFFSET END JOINTS BY 48° TOTAL 40#5F
<br /> ALL FOOTIN65 TO BEAR ON STA I i� NOTES:
<br /> BEARIN6 SOIL i�I SEi� HE I C�HT = 7-�/4�� MP�X. FLOOR LOADS: LL 40#/5F
<br /> %2" C�YPSUM WALLBOARD, n�. 5T�I � ��T�I � - TYi�I G��.
<br /> '�(6" OSB. OR PLYWD. SHEATHIN6. 1^V PVA �/APOR BARRIER � WALLS � Ti�El�D DEPTH = I O�� MI N. DL 10#/5F _
<br /> N A I L 6" E D 6 E, 1 2" F I E L D W I T H 8 d A N D G E I L I N 6 5 TOTAL 50#/5F
<br /> NAILS UNLESS NOTED OTHERWISE � � GT C�I SGP�L�: 1�1.T.5. �
<br /> 2 J ( � . �OU�iL7�T I O�1 1'��T�I i� DEGK LOADS: DL�O#/5F r
<br /> 6� SGAL�: N.T.S. P�R IRG R403.L3 � R403.1.3.1 TOTAL �10#/5F �
<br /> 2x STUDS � 16" o.G. TYP.--�' � I Y I � `►� ���� 501L : 1500 P5F MINIMUM ^
<br /> �
<br /> FIRE BLOGK ALL VERTIGAL GONGRETE: 2500 P51 AFTER 28 DAYS �
<br /> OPENIN65 IN WALLS AT (5%2 SAGK MIX)
<br /> PLATES AND FLOORS
<br /> -3000 P51 FOR EXTERIOR FOUNDATION
<br /> '( WALLS, PORGHES, 5TEP5, AND OR
<br /> 6ARA6E 5LAB5- AIR ENTRAINMENT �
<br /> 15 BETWEEN 5-�190 (TABLE 402.2 I RG)
<br /> �"X 10" ANGHOR BOLT W/ 3"X3"X �-" ��� / �
<br /> SIDIN6, SEE PLAN FOR TYPE PLATE WASHERS � 48" o.c. NO LESS . `
<br /> THAN 4�" � NO MORE THAN 12° MA50NRY : PER 2012 IBG V
<br /> FROM EA. END SILL GORNER, JOINT, —
<br /> END, OPENIN6 ETG. 7" MIN. ������ STEEL : PER 2012 IBG ,(6RADE 40) �
<br /> EMBEDMENT INTO GONG. EXGEPT � WOOD : PER 2012 IBG
<br /> SHEAR WALLS - SEE SHEAR WALL
<br /> NAILIN6 SGHEDULE.
<br /> NAILIN6 ; PER 2012 IRG NAII..IN6 PER TABLE
<br /> R602.3(I), R802.10
<br /> TOP FLAN6E JOIST
<br /> HfkN6ER PER PLAN . WIND: 85 MPN
<br /> 5E15MIG: 5EE GALGULATION PAGKET
<br /> 2x BOTTOM PLATE 3/" T�6 PLYWOOD SUB-FLOOR
<br /> 2x P.T. SILL �6LUED � NAILED) NAIL 6" ED6E, INSULATE PER WSEG.,
<br /> 12" FIELD W/ lOd NAILS. SOLID BLOGKIN6 � WEATHERIN6 POTENTIAL: MODERATE date: O�/OI/lo
<br /> BR6. WALL ABOVE TYP. permit:
<br /> �IN. �LR. FR05T LINE: 12�� revisions:
<br /> Z -� 4" GONG. SLAB
<br /> E.F.P.: 45 P5F
<br /> 4"� D.S. TI6HTLINE, POSITIVE � � / �,o � 4" BEAM: DOU6LA5 FIR #2
<br /> DRA I N TO STORM SYSTEM = I�° � ° / ` �� _ \ �I
<br /> FIN. 6RADE TO SLOPE � � C __ ' ° a. a �J 6�� BEAM: �v = 85
<br /> � ! � , a a fb = 8�15P51
<br /> AWAY FROM BUILDIN6 = _ =I � E = 1,600,000
<br /> a 4" P05T: DOU6LA5 FIR #2
<br /> -I I � I ( I I I I I—) ( I I EN6INEERED JOISTS, SIZE AND ` a 6" P05T: fv = 85
<br /> �� SPAGIN6 PER PLAN, a fb = 8�15 P51
<br /> �_ - - 48 M�x. G��l�I1����G�
<br /> N�= _ � � UNBALANGED � = i,3oo,000
<br /> , ���—��—� a
<br /> � I=I I I=I I � (TALLER WALLS PER PLAN) SEE FOUNDATION PLAN-� � J0155 UD�FTER v H�5 FI R #2
<br /> -I I I—I I I—I FOR BEAM SIZE �
<br /> � POST SIZE / SPAGIN6 2x4 �USSET EA. SIDE fb = 850 P51 drawn b : Ro
<br /> ' =I I (=I I I a a E = 1,300,00o checke�by:
<br /> z I REBAR PLAGEMENT "SIMPSON" A35 OR SIMILIAR 6LU-LAM BEAMS: -'
<br /> � I I I—I I 1—I SEE DETAIL '#2 ABOVE q0# FELT�� .�- �oST To GONG. SHEET
<br /> —I � I—��� a a fv = 165 psi
<br /> � � I=I I I= ° � a � fb = 2,400 psi (reduced by size
<br /> -I I I— ° � � 6 MIL. POLY YAPOR BARRIER a a a ° a factor, GF*KI) � I
<br /> � � � ° � I— _� ° '� a ° �_ � = 1,800,00o p5i
<br /> -� o .
<br /> m � ALL REINFORGEMENT � NOTE:
<br /> MUST BE TIED IN PLAGE VARIATIONS FROM THE ABOVE
<br /> � FOR FOUNDATION INSPEGITON LUMBER 6RADE5 WILL BE
<br /> NOTED ON THE PLANS.
<br /> SEE FOUNDATION F'LAN SEE FOUNDATION F'LAN
<br /> FOR FT6. / FDN. SIZE FOR PAD SIZE
<br /> I. SUBFLOOR:
<br /> ALL FOOTIN65 TO BEAR ON T 8 6 PLYWOOD OR 05B APA RATED
<br /> ALL FOOTIN65 TO BEAR ON BEARIN6 SOIL STURD-I-FLOOR 16" O.G., 3/4°
<br /> BEARIN6 SOIL
<br /> WALL � ROOF SHEATHIN6:
<br /> APA RATED SHEATIN6 24/16 �l/16"
<br /> FOOTIN6 FOR .
<br /> TY�I G�L ���1. S�GTI 0�15 8" WALL - 18"x 12" FOOTIN6
<br /> � 18" BELOW 6RADE
<br /> G I SGALE: N.T.S.
<br /> #4 STUB STEEL - 48" o.c. VERT.
<br /> UNLE55 NOTED OTHERWISE
<br />
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