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Wrltten dimenslons on thls drawing shall have precedence over *� ^ ll ^ *� ^ ^
<br /> scaled dimenslons. Gontactor shall verlfy all dlmenslons, I V/�ISfT /�ll VD /�ISSOG I/�IT�S
<br /> condltlons,etc.,pertalning to the work before proceeding.
<br /> "fhe Owner must be notifled of any variatlons from the GENER�4L NOTES'
<br /> dlmenslons and/or conditlons shown on these drawings. Any .
<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 rectlfy same.
<br /> I. All construction per appllcable codes and ordinances.
<br /> .
<br /> 103�4'� � 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GODE
<br /> RooFIN6 MATERIAL 2. �/erif all dimensions on ob site. Brin discre ancies
<br /> FINISH PER ELEVATION y J 9 p
<br /> ON "1/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. FIELD 3. Owner will verify window sizes and manufacturer(5) with
<br /> (�7/I6" OSB AGX PLYL�lD � EVES)
<br /> framer before start of �onstruction.
<br /> 24" GARDBOARD BAFFLE MIN. 15# UNDERLAYMENT =,�X 3�4"
<br /> ALLOW FOR I" AIR SPAGE NAIL 6" ED6E, 12" FIELD �� �� 4. One wlndow per bedroom shall meet egress code.
<br /> MIN. EXTEND 12 ABOVE WITH 8d NAILS, U.N.O. HANDRAIL:
<br /> INSULATION. 6RIP I%4" - 2" �
<br /> PRO.JEGTION FROM 5. 5kylight glazing per 2012 IBG.
<br /> WALL NO LE55 �—NOSIN6
<br /> THAN liz". 6. Truss manufacturer shall supply shop drawings to Owner
<br /> Z and framer to review and approve before fabrication.
<br /> SOLID SH�ATHIN6 � � 7. Owner will verify electrical and heat layouts with 2512 «��,..,
<br /> OR GDX �'LYWD. - � I installer before installation. � �tcGIStF��p
<br /> WH�RE �XPos�r� N � 8. Under all arallel bearin walls, use double oists or as f��'����rE�:T
<br /> TO 1^I�ATHER i � � i noted on plan. Double �oist (or extra TJI) nder all non- �
<br /> OPEN RAIL: ( � I � � bearing parallel walls. G H �/�� 1��5N
<br /> TOP PL. OPEN SPAGE BETWEEN I � � � I q. TJI roducts to be installed er manufacturer's ����� �� '�'���+'����G��I�� �
<br /> PIGKETS SHALL BE � �
<br /> LE55 THAN 4 GLEAR I � � I � I p p ��-�-�`�"'FH.«
<br /> IX �ASGIA BD. I I � �
<br /> � � � installation guide and approved reports.
<br /> W/ METAL I � � � � � � �/ HAN6ER IO.AII metal connections to treated wood shall be at a
<br /> 6UTTER APPROVED TRUSSES BEARIN6 � � � � � ,V / minimum; trip le zinc ZMAX (G185 per ASTM A653)• Hot Dip
<br /> MANU�AGTURER'S SEAL. m � � � � / 6alvanze (ASTM A123 for connectors and A5TM153 for
<br /> SEE �OOF FRAMIN6 PLAN _� � � �'
<br /> FOR SPAGIN6 � � i i � � / fasteners and anchors:
<br /> m � ,v�/ I I.All bathroom fans, kitchen hood, and dryer ducts shall be �
<br /> INSULATE PER WSEG Iy� / exhausted through the attic to the rooF or through the C/�
<br /> 2X BIRD BLK'6. W/ r��
<br /> 2" SGREENED VENT S/8°X 10" ANGHOR BOLT W/ 3°X3°X � floor system to an outside wall. All WQII CIUGtS ShQII W �
<br /> HOLES WITH I/4° �/4" PLATE WASHERS � 48" o.c. NO � � / � terminate at least �6 from a window opening. �� �
<br /> GORRPSION RESISTANT ' �I LE55 THAN 4Y2" � NO MORE THAN 12" 2X4 STOP � 3-2x12 � �
<br /> O � �
<br /> METAL MESH GOVERIN6 � I�I ' `� ���� FROM EA. END SILL GORNER, JOINT, STRIN6ER5 Q � 1 �
<br /> END, OPENIN6 ETG. � MIN. ( , �'�
<br /> FIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG. EXGEPT � 2-2X HEADER-_ � GL I M�4T I G �4ND GEOGR�4PH I G v � � �
<br /> OPENINGS IN WALLS AT SHEAR WALLS - SEE SHEAR WALL � I��SIGN GRIT�RI/�: O � �
<br /> PLATES AND FLOORS
<br /> NAILIN6 SGHEDULE. �2X4 BLOGKIN6 z �
<br /> 2x P.T. SILL FLOOR JOIST � �
<br /> I (FIRESTOP) � TERMITE: SLI6HT TO MODERATE �.I
<br /> I _ DEGAY: 5L I6HT TO MODERATE �I x �
<br /> z \ � WINTER DE516N TEMP: 17° °� V � �
<br /> � IL ° #4 REBAR � I6" O.G. HORIZONTAL \\ �--FIREBLOGKS �0 IGESHIELD REQUIRED: NO � �
<br /> EN6INEERED JOISTS, SIZE AND �� FIREBLOGK STAIRS: \
<br /> SPAGIN6 PER PLAN OR 2X JOISTS ONGE IN TOP d BOTTOM FLOOD HAZARDS: 2003 IqQ2 FIRM C/�
<br /> �IN. �LR. � ° OF RUN BETWEEN STRIN6ER5 \ AIR FREEZIN6 INDEX: 250 �j �1 �
<br /> - - � #4 REBAR � 48" O.G. VERTIGAL � �LON6 RUN BETWEEN STUDS MEAN ANNUAL TEMP: 50 � z
<br /> USABLE SPAGE UNDER STAIRS
<br /> a TO BE I HR FIRE GONSTRUGTION \ �
<br /> � ° 3" MIN. 5/8" TYPE 'X' 6.W.B. (TWO LAYERS �
<br /> TOP PL_ GLR. TYP. AT STAIR GEILIN6) \ , DE51 GN D�4T�4:
<br /> �
<br /> #4 REBAR ROOF LOADS: LL 25#/5F (SNOW)
<br /> (2) 2x TOP PLATE, LAP GORNERS, W "J" BAR
<br /> OFFSET END JOINTS BY 48° TOTAL 40#%F
<br /> ALL FOOTIN65 TO BEAR ON STf�IR NOTES: �(�
<br /> / BEARIN6 SOIL I I �� �LOOR LOADS: LL 40#/SF `"
<br /> z 6YP5�UM WALLBOARD, T,-P. 5T�I � 1'��T�( i� - TY�I G�1.. �ISER HEIC�HT = �1-�/4 M�X.
<br /> '�fb" OSB. OR PLYWD. SHEATHIN6. W/ PVA VApOR BARRIER � WALLS � TREf�D DEPTH = I O�� M I N. DL 10#/5F �
<br /> NAIL 6" ED6E, 12" FIELD WITH 8d AND GEILIN65 TOTAL 50#/5F �
<br /> NAILS UNLE55 NOTED OTHERWISE T C�I SG�LE: N.T.S.
<br /> 2 � I � . �OU�11��T I O�l i'��T�I � DEGK LOADS: DL�O#/5F �
<br /> �� SGaLE: N.T.S. P�R (RG R403.1.3 # R403.1.3.1 TOTAL 70#/5F �
<br /> 2x STUDS � I6" O.G. TYP. i� I Y I I�l� l"���1"� 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 /> -�000 P51 FOR EXTERIOR FOUNDATION
<br /> WALLS, PORGHES, 5TEP5, AND OR
<br /> 6ARA6E 5LAB5- AIR ENTRAINMENT �
<br /> 15 BETI^IEEN 5-79b (TABLE 402.2 IRG)
<br /> �°X 10" ANGHOR BOLT W/ �°X3°X �° '�
<br /> SIDIN6, SEE PLAN FOR TYPE -� PLATE WASHERS � 48" o.c. NO LE55 l'�
<br /> THAN 4�" � NO MORE THAN 12" MA50NRY : PER 2012 IBG V
<br /> FROM EA. END SILL GORNER, JOINT, ������ STEEL : PER 2012 IBG (6RADE 40) �
<br /> END, OPENIN6 ETG. �7" MIN.
<br /> EMBEDMENT INTO GONG. EXGEPT �
<br /> SHEAR WALLS - SEE SHEAR WALL WOOD : PER 2012 IBG
<br /> NAILIN6 SGHEDULE. NAILIN6 : PER 2012 IRG NAILIN6 PER TABLE
<br /> R602.3(I), R802.10
<br /> TOP FLAN6E JOIST
<br /> HAN6ER PER PLAN WIND: 85 MPH
<br /> 2x BOTTOM PLATE 3i" Tff6 PLYWOOD SUB-FLOOR S�ISMIG: SE� GALGULATION PAGKET
<br /> 2x P.T. SILL (6LUED � NAILED) NAIL 6" ED6E, INSULATE PER WSEG., WEATHERIN6 POTENTIAL: MODERATE permit:
<br /> 12 �IELD W/ lOd NAILS. SOLID BLOGKIN6 � date: o7/OI/lo
<br /> BR6. WALL ABOVE TYP.
<br /> �IN. �L�. FRoST LINE: f2" revisions:
<br /> � Z- 4" GONG. SLAB
<br /> E.F.P.: 45 P5F
<br /> 4"� D.S. TIGHTLINE, POSITNE Qo 0 4" BEAM: DOU6LA5 FIR #2
<br /> DRA W �O STORM SYSTEM � I� � ` a�� � o I� 6" BEAM: fv - 85
<br /> FIN. GRADE TO SLOP��� � � �. ` �� � � ° ° a fb = 8�5 P51
<br /> AWAY FROM BUILDIN6 '-"'�' � - - -I E = 1,600,000
<br /> -)�Z- I I= I=I I I � ° 4" P05T: DOU6LA5 FIR #2
<br /> ;� I I I I- -I EN6INEERED JOISTS, SIZE AND a. ��
<br /> 48�� M�X. �� /� ���� /� �� SPAGW6 PER PLAN, Q 6 P05T: fb = 875 P51
<br /> E = I,300,000
<br /> N—— � � UNB/�L/�NGED r � r � J015T5 � RAFTERS HEM FIR #2
<br /> — t—���—� � _� �
<br /> I I-) I I-I I I �TALLER WALLS PER PLAN) SEE FOUNDATION PLAN� a
<br /> -I I I-I I I-I � �OR BEAM SIZE � 2x4 6USSET EA. SIDE � � 5TUD5: fv = 75
<br /> -I I I-_I I ( a POST SIZE / SPAGIN6 a E - I�00;00 Checke�.by: RO
<br /> Z REBAR PLAGEMENT "SIMPSON" A35 OR SIMILIAR
<br /> I I I=I I I=I SEE DETAIL #2 ABOVE 6LU-LAM BEAMS:
<br /> � �i0# FELT POST TO GONG. SHEET
<br /> _ -I I �=I I I a 4 fv = 165 psi
<br /> � � I-I I I ° � _ ° � fb = 2,400 psi (redu�ed by size
<br /> � a. a fa�tor, GF*KI) � I
<br /> -I ( I I- ° z � 6 MIL. POLY VAPOR BARRIER 4 --
<br /> � �- a ° � � � ° � —f�a ° � � = I,Boo,000 psi
<br /> � -� °
<br /> m � ALL REINFORGEMENT NOTE:
<br /> MUST BE TIED IN PLAGE �/ARIATIONS FROM THE ABO�/E
<br /> � FOR FOUNDATION INSPEGITON LUMBER 6RADE5 WILL BE
<br /> NOTED ON THE PLANS.
<br /> SEE FOUNDATION PLAN SEE FOUNDATION PLAN
<br /> FOR FT6. / FDN. SIZE FOR PAD SIZE
<br /> I. SUBFLOOR:
<br /> ALL FOOTIN65 TO BEAR ON T�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 7/16"
<br /> FOOTIN6 FOR :
<br /> TYI- I 'G�L V�I�LL S�GTIOI�I� 8" WALL - 18"x 12° FOOTIN6
<br /> � 18" BELOW 6RADE
<br /> C�7I SGALE: N.T.S.
<br /> #4 STUB STEEL - 48" o.c. �/ERT.
<br /> UNLE55 NOTED OTHERWISE
<br />
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