|
Wrltten dimensions on thls drawfng ehall hyva precedence over ��4�S�1 �I`tD �SSOG I�'IT�S
<br /> scaled dlmenslons. Gontactor shall verlf all dlmenslons,
<br /> conditions,etc.,pertalning to the work before proceed�ng.
<br /> The Owner must be notffled of any varlatlons from the �����7�I }�lO't'EC�'
<br /> dlmensions and/or conditlons shown on these drawings. Any �� L— � ` ' ,
<br /> such varlation shall be resolved by the Owner prior to
<br /> proceeding wlth the work,or the Gontractor shall accept
<br /> Pull responslbllity for the cost to rectlfy same. I. PcII GOnStf UGtiOn per appl�cable GOG�eS QYIC� ordinances.
<br /> �Q��4" 2012 IRG, IBG.-2012 WA5HIN6TON STATE �NER6Y GODE
<br /> ROOFING MP�TERIt�L '
<br /> �INISH PER �L��/ATION 2. �/erify all dimensions on �ob site. Bring discrepancies
<br /> ON 7/16" OBS 50LID GDX 24-0 PLYWOOD to the attentfon of Owner and/or Deslgner.
<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" o5B AGX PLYWD � EVES) framer before start of construction.
<br /> 24 GARDBOARD B���LE MIN. I� UNDERLAYMENT =�.X 3/4"
<br /> ALLOW �OR I" AIR SPAGE NAIL 6" �DGE, 12" FI�LD � � 4. One window per bedroom shall meet egre5s �ode.
<br /> MIN. �XT�ND 12" f�BOVE WITH 8d NAILS, U.N.O. HANDRAIL: r- �
<br /> INSULATI01�1. C�RIi� I%4" - 2" �
<br /> PROJEGTION �ROM 5. 5kyl(ght glazing per 2012 IBG.
<br /> WALL NO L�55 N051NG
<br /> THAN I�". 6. TruSa manufacturer shall supply shop drawing5 to Owner �,�;,,-m,;,t�<x '
<br /> Z and framer to review and approve before fabrication. g `"''
<br /> � �s «�� r �n s �
<br /> ,. "��� �a��.,,, �
<br /> SOLID SH�ATNIN6 � I � �. Owner will verify ele�trical and heat layout5 with �ry. Y����4 �"� ��
<br /> oR GDX PLYWD. = installer before installation. ,
<br /> WHERE EXPOSED N � II �
<br /> — � � 8. Under all parallei bearing walls, use double �oists or as � � �'`; �
<br /> TO WEATHER � I � � I noted on plan. Double �oiat (or extra TJI) under all non- _,�� ,�.�� �.g�`` ��' �x� �
<br /> ' OPEN RAIL: I I bearing parallel walis. ��:�x' ` x .,�};��,y�,�U�" �
<br /> OPEN SPAG� B�TWE�N I � � I ��. t�C'� � ���`
<br /> TOP PL. PIGK�TS SHALL BE � � � � I � I q. TJI products to be installed per manufacturer's � t�;.�� .,
<br /> IX �ASGIA BD. L�S S T H A N 4" G L E f�R � � � � I � i n s t a l l a t i o n g�i d e a n d a p p r o v e d r e p o r t s. � �F� `� .,4�2
<br /> �
<br /> W/ METAL - � � � � ( ( �/ HANGER IO.AII metal connections to treated wood shall be at a
<br /> 6UTTER APPROVED TRU55E5 BEARING � � I � � I ,Y / minimum, trip le zin� ZMAX (G185 per f�STM A653); Hot Dip
<br /> MANUFAGTURER'S SEAL. m I � ( � � / 6alvanze (�STM AI23 for connector5 and A5TM153 for .
<br /> �OR SPAGINC�AMIN6 PLAN � I i i I/��' / fasteners and anchors.
<br /> m ( ,I�� I I.All bathroom fan5, kftchen hood, and dryer duct5 Shal I be �
<br /> � � / / exhausted through the attic to the roof or through the Cf�
<br /> 2X BIRD BLK'G. W/ y � floor system to an outside wall. All wall du�ts shall � � '
<br /> 2° SGR�EN�D VENT 5/e"X 10" l�NGHOR BOLT W/ 3"X3"X / � terminate at least 36" from a window opening.
<br /> HOLES WITH I/4° �/4" PLftT� WP�SHERS � 48" o.�. NO / 3-2x12 � � 1 ' en
<br /> GORRPSION RESISTANT � I �I �� ���� L�55 THf�N 4Y2" � NO MORE THP�N 12" 2X4 STOP
<br /> STRI N6ERS `"
<br /> METAL MESH GOV�RING FROM EA. �ND SILL GORNER, JOINT, (� �� V �
<br /> END, OPENING �TG. �i MIN. ,�
<br /> FIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG. �XGEPT � 2-2x ��AD�R GL.I M�TI G F�ND GEOGi��PH I G U �T� g �
<br /> OPENINGS IN WAl_L5 AT s+��AR w���s - s�� s+-i�aR wa�� � DES I G1� GRI T�RI�: O ���
<br /> PLATES AND �LOORS NAILIN6 SGH�DULE. � �-1
<br /> �LOOR J015T 2X4 BLOGKIN6 Z � H
<br /> 2x P.T. SILL I (FIRESTOP) � T�RMITE: SLI6HT TO MODERAT� �
<br /> � = DEGf�Y: SLIGHT TO MODERAT� � �
<br /> z � WINTER DE516I� TEMP: I�1° °� V ' �
<br /> � I� ° #4 REBAR � 16" O.G. HORIZONTAL \ FIREBLOGKS � IGESHIELD REQUIRED: NO � �
<br /> FIREBLOGK STAIRS: �
<br /> ENGINEER�D JOISTS, SIZ� f�ND X � FLOOD HAZP�RDS: 2003 IQq2 �IRM �
<br /> � ONGE I N TOP & BOTTOM
<br /> SPAGING P�R PLAN OR 2X JOISTS �
<br /> �IN. �LR. - ° o� RUN B�TI^l��N STRINGERS \ P.IR FREEZIN6 IND�X: 2�0 Q,' �i � �
<br /> , - - O ° #4 REBAR � 48" O.G. VERTIGAL � ALON6 RUN BETWEEN 5TUD5
<br /> � ME/�N ANNUAL T�MP: �O �j �
<br /> USABLE SPAG� UND�R STAIRS \ �
<br /> a TO BE f HR �IR� GONSTRUGTION �
<br /> TOP PL. ° �/8" TYPE 'X' 6.W.B. (TWO LAYERS \
<br /> ° 3" MIN. AT STAIR GEILII�G) D�c'.�' I�7� D�T�:
<br /> GLR. TYP.
<br /> #4 REBAR
<br /> ROOF LOADS: LL 25#/5� (SNOW)
<br /> W "J" BAR DL 15#/5�
<br /> (2) 2x TOP PLATE, LAP GORNERS,
<br /> OF�SET END JOINTS BY 48° TOTAL 40#/5�
<br /> ALL �OOTIN65 TO B�f�R ON ST�IR NOT�S: I(�
<br /> BEARING SOIL �� �LOOR LOADS: LL 40#/SF �� '
<br /> %2" 6YPSUM WP�LLBOARD, ,r�. 5T� ( fi� I��T�I � � TY� I G�� RI S�R H�I C�HT = �-�/4 M/�X.
<br /> ��(6" OSB. OR PLYWD. SHEATHINC�. W/ P�/A VAPOR BP�RRIER � WALLS 3 TR�P�D DEPTH = 10�� MIN. TOTAL 50#/SF � �
<br /> NAIL 6" �DC��, 12" �IELD WITH 8d AND G�ILINGS
<br /> NAILS UNLE55 NOTED OTHERWISE 5T� . �OU I ���T I O I � ��T�I � 6I SGALE: N.T.S. �
<br /> 2 D�GK LOP.DS: DL�O#/5�
<br /> �7� 5G?�LE: N.T.S. PER IRG R403.1.3 �E R403.1.3.1 TOTAL �10#/5� �
<br /> 2x STUDS � 16" o.G. TYP. � I Y I I`�� ���� 501L : 1500 PS� MI�iIMUM �
<br /> �
<br /> �IRE BLOGK P�LL VERTIGftL GONGR�TE: 2500 P51 A�TER 28 DAYS �
<br /> OP�NIN6S IN WALLS AT (5%2 SAGK MIX)
<br /> PLATES AND FLOORS �
<br /> � .
<br /> � '
<br /> �g°X 10" ANGHOR BOLT W/ 3"X3"X �° �
<br /> SIDIN6, S�E PLP�N FOR TYP� — PLATE WP�SH�RS � 48" o.c. NO LESS (�
<br /> THAN 4�" � No MORE THAN 12° MASONRY : PER 2012 I BG v
<br /> �ROM EA. �ND 51LL GORNER, .101NT,
<br /> END, OPENIN6 ETG. 7" MIN. ������ STE�L : PER 2012 IBG (6RADE 40) �
<br /> EMB�DMENT I�1T0 GO�IG. EXGEPT � WOOD : PER 201Z IBG
<br /> SH�AR WALLS - SEE SHEAR WALL
<br /> NAILING SGHEDULE. NAILIN6 : PER 2012 IRG NAILIN6 P�R TABLE
<br /> R602.3(U, R802.10
<br /> . WIND: 85 MPH
<br /> 2x BOTTOM PLATE SEISMIG: S�E GALGULP.TION PP�GKET
<br /> 2x P.T. 51LL R-10 II�SULP,TION 4 GONG. SLAB ON date: II-30-12 �
<br /> � 24" P�RIMETER 4" GRP�NULAR BED WEATHERIN6 POTENTIRL: MODERATE permit:
<br /> FIN. FLR. � _ _ �ROST LINE: 12° revisions:
<br /> Z_ 4" GONG. SLAB ON E.�.P.: 45 PS�
<br /> � � ° a 4" 6RANULAR B�D
<br /> a ° ° ° a a a Q a ° ° ° a a a a o � 4" BEf�M: DOU6LA5 F I R #2
<br /> a�� a �� 6" B�AM: fv = 85
<br /> I . 6RADE TO SLOPE
<br /> � � � a ° a a fb = 815P51
<br /> FN
<br /> = ODO
<br /> E I600
<br /> O BlJ DIN6
<br /> �
<br /> , ,
<br /> AWAY �R M I �
<br /> L
<br /> � � �
<br /> „
<br /> � � � � a 4 POST: DOU6LA5 �IR #2
<br /> \\��\\��\\� . a. 6" P05T: fv = 8�
<br /> j\�j��j 4 fb = 875 PSI
<br /> a E = 1,300,000
<br /> \\\j/\\� a _
<br /> // / a ..101 STUD RA�TERv H�5 �IR #2
<br /> \������ fb = 850 P51 drawn b : Ro
<br /> //�\//�/ � a REBAR PLAG�M�NT ° � E = 1,300,000 checke�by: .
<br /> z �j�j\�\\ S�E D�TAIL #2 ABOV�
<br /> GLU-LAM BEAMS:
<br /> SHEET
<br /> � ��/ a a fv = 165 psI
<br /> - �� a a � fb = 2,400 p51 (reduced by size
<br /> � \/ ° Z � � � E = 1,800,OOOG�S KI) G I . I
<br /> � ° � � a � � p
<br /> ,, a .
<br /> NOTE:
<br /> � � � � ALL REI�I�ORGEMENT VARIATIONS �ROM THE f�BOV�
<br /> , � MUST BE TI�D I�1 PLAG� ����
<br /> FOR FOUNDATION INSP�GITO�1 I TY�I G��. ���.L S�GT I O I �� LUMB�R 6R?�DES WILL B�
<br /> NOTED ON THE PLANS.
<br /> 5EE FOUNDATION PLAN ,
<br /> �OR �TG. / FDN. 51Z� C�I SGAL�: N.T.S. I. SUB�LOOR:
<br /> T�C� PLYWOOD OR 05B AP?� I�ATED
<br /> ALL �oOTIN65 TO BEAR ON STURD-I-FLOOR 16" O.G., 3/4"
<br /> BEARIN6 SOIL
<br /> WALL � ROO� SHEATNIN6:
<br /> f�PP� RAT�D SNEATIN6 24/16 7/16"
<br /> FOOTINC� FOR :
<br /> 8" WALL - 18°x 12" �OOTIN6
<br /> 18" BELOW 6RAD�
<br /> #4 STUB ST�EL - 48" o.c. VERT.
<br /> UNLE55 NOTED OTHERWISE
<br />
|