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Written dimenslons on thls drawing shall have precedence over
<br /> scaled dlmenslons. Gontactor shaU �er�fy a�� d�men5�on5, NASH AND A550G I ATES
<br /> condltlons,etc.,pertalning to the work before proceeding.
<br /> The Owner must be notlfled of any 'var•latlons from the GENERAL NOTES�
<br /> dlmenslons and/or conditlons shown on these drawfngs. Any .
<br /> such varlatlon shall be resolved by the Owner prlor to
<br /> proceeding wlth the rvork,or the Gc3ntractor shall a��ept :
<br /> full responsibfllty for the cost to rectlfy some. I. All construction per applicable GOGieS QnGi ordinances.
<br /> I 03�4�� 2012 IRG, IBG.-2012 Vr1A5HIN6TON STATE ENER6Y GODE
<br /> ROOFIN6 MATERIAL
<br /> FINISH PER ELEVATION 2. �/erlfy all dimensions on �ob site. Bring disc.repancies
<br /> ON U16" 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 /> (U16" OSB AGX PLYWD � EVES) Framer before start of construction.
<br /> 24" GARDBOARD BAFFLE MIN. 15# UNDERLAYMENT =�X 3�4"
<br /> � ALLOW FOR I" AIR SPAGE NAIL 6" ED6E, 12° FIELD �� ��. 4. One window per bedroom shall meet egress �ode.
<br /> MIN. EXTEND 12 ABO�/E WITH 8d NAILS, U.N.O. HANDRAIL:
<br /> INSULATION. 6RIP 1%4" - 2° fi
<br /> PROJEGTION FROM 5. 5kylight glazing per 2012 IBG.
<br /> WALL NO LESS i---NOSIN6
<br /> THAN V2". 6. Truss manufacturer shall supply shop drawings to Owner
<br /> Z and framer to review and approve before fabrication.
<br /> SOLID SHEATHIN6 � � 7. Owner will verify electrlcal and heat layouts with
<br /> oR GDX PLYWD. - � I installer before installation.
<br /> W{-fER� EXPOSED N I � �e�1°% `����C',,j��`��
<br /> TO WEATHER — � I � 8. Under all parallel bearing walls, use double �oists or as ,,,h a #,• ,
<br /> I � I noted on plan. Double �oist (or extra T�I) under all non- , "�"���,, " f�'��'
<br /> OPEN RAIL: � � � bearing parallel walls. � � Na
<br /> �- � •,,'P,t:�'SC1`J��i��a
<br /> OF'EN SF'AGE BETWEEN � � � � � � - �r .����-... ��� 1
<br /> TOP PL. �icK�Ts s+�ALL B� � � I � I Q. TJI products to be Installed per� manufacturer's ��.i;`�r� '''��'� ,G,�.ly;�;t,. ' a
<br /> — LESS THAN 4" GLEAR � ( I � Installation uide and a roved re orts. - �t `��``�� d-~�-�� •
<br /> IX FASGIA BD. � � I � I I � � � 9 pp f ',��"�f%� '- ,,,,,�'""
<br /> W/ METAL = I i � � � � � �/ HAN6ER IO.AII metal connections to treated wood shall be at a �`���
<br /> 6UTTER APPROVED TRUSSES BEARIN6 � � � � y / minlmum; trip le zinc ZMAX (6185 per ASTM A653); Hot Dlp
<br /> MANUFAGTURER'S SEAL. m � � I � / 6alvanze (ASTM A123 for connectors and A5TM153 for
<br /> SEE ROOF FRAMIN6 F'LAN -� I I J'
<br /> � I /I / fasteners and anchors.
<br /> FOR SF'AGIN6 '� i I I /
<br /> m ,I�� I I.A l l b a t h r o o m f a n s, k i t c h e n h o o d, a n d d r y e r d u c t s s h a l l b e �.�`�.,
<br /> INSULATE F'ER WSEG �y� / exhausted through the attic to the roof or through the C/�
<br /> 2X BIRD BLK'6. W/ � floor 5y5tem to an outside wall. All wall ducts shall � �
<br /> 2" SGREENED VENT �/8"X 10" ANGHOR BOLT 1^U 3"X3"X
<br /> / / � terminate at least 36" from a window opening.
<br /> HOLES WITH I/4" �/4° PLATE WASHERS � 48" o.c. NO 2X4 STOP — . � � � �
<br /> GORRF'SION RESISTANT I I�I �� ���� LESS THAN 4Y2° & NO MORE THAN 12" 3-2x12 � r l �
<br /> METAL MESH GOVERIN6 +— FROM EA. END SILL GORNER, JOINT, STRIN6ERS Q v c�
<br /> END, OF'ENIN6 ETG. 7 MIN. ( )
<br /> FIRE BLOGK ALL VEI2TIGA1_ EMBEDMENT INTO GONG. EXGEF'T � 2-2X HEADER � GLIMATIG AND GEOGRAPHIG v � � � �
<br /> OF'ENIN6S IN WALLS AT SHEAR WALLS - SEE SHEAR WALL � DESIGN GRITERIA: O � � ;
<br /> F'LATES AND FLOORS NAILIN6 SGHEDULE.
<br /> 2x F'.T. SILL �LOOR JOIST �-2X4 BLOGKIN6 Z � � � i
<br /> I (FIRESTOP) � TERMITE: 5LI6HT TO MODERATE �
<br /> I _ DEGAY: 5LI6HT TO MODERATE � �
<br /> Z I � � WINTER DE516N TEMP: 17° °� U � �
<br /> \\ � FIREBLOGKS � IGESHIELD REQUIRED: NO � _J
<br /> � ° #4 REBAR � 16" O.G. HORIZONTAL �
<br /> FIREBLOGK STAIRS: (�=�
<br /> EN6INEERED J015�f5, 51ZE AND � IL, \ FLOOD HAZARDS: 2003 Iqq2 FIRM �
<br /> SF'AGIN6 F'ER F'LAN OR 2X JOISTS ONGE IN TOF' & BOTTOM �1
<br /> � ° OF RUN BETWEEN STRIN6ER5 \ AIR FREEZIN6 INDEX: 250 "� �i �
<br /> �IN. �LR. �� � ALON6 RUN BETWEEN STUDS MEAN ANNUAL TEMP: 50 �j �
<br /> �— #4 REBAR � 48 O.G. VERTIGAL �
<br /> USABLE SPAGE UNDER STAIRS \ �
<br /> a TO BE I HR FIRE GONSTRUGTION ,., �
<br /> TOP PL_ � GLR. TYF'. A�STA R GEILIr16) � �TWO LAYERS \ `
<br /> 3 MIN.
<br /> � � DE51GN DATA:
<br /> #4 REBAR ROOF LOADS: LL 25#/5F (SNOW)
<br /> (2J 2x TOF' F'LATE, LAF' GORNERS, W "J" BAR
<br /> OFFSET END �OINTS BY 48" DL 15#/5F
<br /> TOTAL 40#/5F
<br /> ALL FOOTIN6S TO BEAR ON STP�IR NOTES: FLOOR LOADS: LL 40#/5F `�'
<br /> BEARIN6 SOIL 5T�I R I7�T� I � - TYf�I G�L. ��s�� "�16HT = -r-��4" Max.
<br /> iz" 6YPSUM WALL_BOARD, TYP.
<br /> 7�(6" OSB. OR PLYWD. SHEATHIN6. W/ PVA VAPOR BARRIER � WALLS � �� DL 10#/5F _
<br /> NAIL 6" ED6E, 12° FIELD WITH 8d AND GEILIN6S TREP�D DEPTH = IO MIN. TOTAL 50#/5F
<br /> NAILS UNLESS NOTED O7HERWISE G / C�I SGAL�: N.T.S. �
<br /> JT� . �OU I�t��T I O� ��Tl'�l I � DEGK LOADS: LL 60#/5F �
<br /> 2 DL 10#/5F �
<br /> G( SGAL�: N.T.S. P�R IRG R403.1.3 � R403.1.3.1 TOTAL 70#/5F �
<br /> 2x STUDS � 16" O.C.. TYP. �� � I X I � `�� ���� 501L : 1500 P5F MINIMUM �
<br /> �
<br /> JI FIRE BLOGK ALL VERTIGAL GONGRETE: 2500 P51 AFTER 28 DAYS �
<br /> ,-1 �� OPENIN6S IN WALLS AT (5!�2 SAGK MIX)
<br /> F'LATES AND FLOORS '�
<br /> -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> -� WALLS, PORGHES, 5TEP5, AND OR
<br /> 6ARA6E 5LAB5- AIR ENTRAINMENT
<br /> 15 BETWEEN 5-79b (TABLE 402.2 IRG) �
<br /> �"X 10" ANGHOR BOLT W/ 3"X3"X �° �� /( '�
<br /> SIDIN6, SEE PLAN FOR TYPE PLATE WASHERS � 48" o.c. NO LESS � � l,
<br /> THAN 4�° & NO MORE THAN 12" MA50NRY : PER 2012 IBG V
<br /> � END, O EN N6 E GL �OtR�ER, JOINT, ������ STEEL : PER 2012 IBG (6RADE 40) �
<br /> EMBEDMENT INTO GONG. EXGEF'T �
<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 FLANGE JOIST WIND: 85 MPH
<br /> 2x BOTTOM F'LAT� HAN6ER F'ER F'LAN
<br /> 5E15MIG: 5EE GALGULATION PAGKET
<br /> 3�4�� T&6 F'LYWOOD SUB-FLOOR
<br /> 2x F'.T. SILL �(6LUED & NAILED) NAIL 6" ED6E, INSULAT� F'ER WSEG.,
<br /> 12" FIELD W/ lod NAILS. SOLID BLOGKIN6 � WEATHERIN6 POTENTIAL: MODERATE date: 07/0l/l0
<br /> FIN. FLR. BR�. wALL ABov� TY�. perm�t:
<br /> � FR05T LINE: 12" revislons:
<br /> �— 4" GONG. SLAB E.F.P.: 45 P5F
<br /> 4"� D.S. TI6HTLINE, P051TIVE � Q ao � 4" BEAM: DOU6LA5 FIR #2
<br /> DRAIN TO STORM SYSTEM _ I�° ` QI� ` 4 �� 6" BEAM: fv = 85
<br /> FIN. 6RADE TO SLOPE � � — ` �� � � � ° 4 fb = 875 P51
<br /> AWAY FROM BUILDIN6 - — — —I E = I,600,000
<br /> -I I Z= I I= I=I I I \ � '� 4" P05T: DOU6LA5 FIR #2
<br /> -� I I I I— —I EN6INEERED JOISTS, SIZE AND s�. 6" P05T: fu - 85
<br /> _ - — I �FB�� MP�X. ���������� SF'AGIN6 F'ER F'LAN,
<br /> fb = 875 P51
<br /> � E = I,300,000
<br /> N I-) I I—I I =I � UN�/�L�NG�D a J015T5 $ RAFTERS HEM FIR #2
<br /> I I—I I I—I I I ��TALLER WALLS F'ER F'LA�1) SEE FOUNDATION F'LAN—� � a
<br /> _I I I—I I I—I FOR BEAM SIZE & � 5TUD5: fv = -l5
<br /> —I I I—_I I I a ° POST SIZE / SPAGIN6 2x4 6USSET EA. SIDE a fb - 850 P51 drawn b : RO
<br /> REBAR PLAGEMENT � E = 1,3 0 0,0 0 0 c h e c k e�b y:
<br /> Z SEE DETAIL #2 ABOVE "S I M F'S O N" A 3 5 O R S I M I L I A R 6 L U-L A M B E A M S:
<br /> � I I I—I I I—I GO# FELT _ _ �OST TO GONG. SHEET
<br /> =111=111 � � �
<br /> CO I I—I I I— a a ° ,' fv = 165 p5i
<br /> Q fb = 2,400 psi (r•educed by size
<br /> a
<br /> — a. ' ' a. factor, GF*KI) � I
<br /> -I I I� Z � 6 MIL. F'OLY VAF'OR BARRIER � a a --� a
<br /> I I ° — � �� _ ° o o E = 1,800,00o psi
<br /> -� ° °
<br /> � � NOTE:
<br /> � � ALL REINFORGEMENT �/ARIATIONS FROM T�iE ABO�/E
<br /> � MUST BE TIED IN PLAGE LUMBER 6RADE5 WILL BE
<br /> FOR FOUNDATION INSF'EGITON
<br /> NOTED ON THE PLANS.
<br /> SEE FOUNDATION F'LAN SEE FOUNDATION F'LAN
<br /> FOR FT6. / FDN. SIZE FOR F'AD SIZE
<br /> I. SUBFLOOR:
<br /> ALL FOOTIN6S TO BEAR ON ALL FOOTIN6S TO BEAR ON Td 6 PLYWOOD OR 05B APA RATED
<br /> BEARIN6 SOIL BEARIN6 SOIL STURD-I-FLOOR I6" O.G., 3/4°
<br /> WALL � ROOF SHEATHIN6:
<br /> APA RATED SHEATIN6 24/I6 �/I6"
<br /> FOOTIN6 FOR :
<br /> , TY�I Gr�1. Y��1.1. S�GTI Ol�l� 8" WALL - 18"XBELOW 6RADE
<br /> G I SGALE: N.T.S.
<br /> #4 STUB STEEL - 48" o.c, �/E:R7-.
<br /> UNLE55 NOTED OTHERWISE
<br />
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