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W Ittan aVremtons on fhls ctwving shall have precedence wer . . . � . . .
<br /> scaled dlmensbm. Gontactor ahall verlfy all dlmembrro, .
<br /> �,t,�,,ok.,�,���t,,,„ak�Faa,��,,g. NASH AND ASSCOG I P�TES
<br /> The Owner mnt be notlfled oP cry va�iatbne h�om tha . . .
<br /> dimeroions cnd/or'condillan shown on tho5e ctawhgs My � . . . . .
<br /> such vcrtatbn eF+all Lro reeoivodty��»�,��� . � . � . . GENERftL NOTES:
<br /> proceedug wlkh the work or the Gontractor shali accepb . . . .
<br /> Puil res(wm4�lllfy fa-the cc�t to recttflj xxrie. � I.AII GOf15t�'UGklOfl pEP Qp IIGAE7Ie GOd25 qf1G� Of'G�fllClt'IGe5.
<br /> (03�q.° 2012 IRG, IBG.-2012 �9HINGTON STATE ENERGY GODE
<br /> ROOFING MATEf2�AL
<br /> PINISH PER ELEYATION 2.Verlfy all d�mensions on�ob s�te.Br�ng d�screpanues
<br /> ON 7/Ib"OB5 SOLID GDX 240 PLYWOOD to the attentlon of Owner and/o� Designer.
<br /> SMEATHING;8d� b"O.G.EDC�E
<br /> Sd� I2"o.G.FIEI..D 3.Owner will verify window sizes and man�facturer(s) with
<br /> ('i/I6"o5B AGx PLY�^ID�EVES) framer before start of construction.
<br /> 24"GARDBOARD BAFFLE MIN. 15#UNDERLAYMENT `rx 3/4 4.One window er bedroom shall meet a ress code.
<br /> ALLOW FOR I"AIR SPAGE NAIL 6"EDGE,12' FIELD \.d
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRRIL t—� P 9
<br /> INSULATION. GRIP lY° -2°�D
<br /> PROJEGTION FROM 5.Skylight giazing per 2012 IBG.
<br /> WALL ND LE55 N05iNG
<br /> 'rHAN I�Z". 6.Truss manufacturer shall supply shop drawlngs to Owner
<br /> � and framer to revlew and approve before Fabr�catfon.
<br /> 512
<br /> 50LID 5HEATtiING � � �.Owner will verify alectrical and heat Iayouts with RE61 '" �
<br /> OR GDX PLYWD. - � � installer before Installation. f�
<br /> ro YyEATHER � � � � � � 8.Under ail parallel bearing wal�s,�se double�oists or as
<br /> � � � � noted on plan. Dqubie�oist (or extra T.11) under aIl non-
<br /> oPEN RAIL� I � I i � � bearing parallel walls.
<br /> TOP PL. �"�''''��B�"��" � 6ARY ThiOMAS 1V
<br /> Pt�KETS SHALL BE � � � � � � � q. TJI products to be installed per manufacturer'S TATE OF' Y`lASkil r
<br /> LE55 THP�N 4"GLEAR � � � � � inatal�at�on guide and approved reports.
<br /> IX FASGIA BD. � � � � � I
<br /> GUTTER� APPROVED TRU55E5 BEARING � I � I � � � � I/ ���'K'ER IO.AII matal connection5 to treated wood shall be at a
<br /> MANUFAc.NRER'S S�AL. m � � � � � Y / minimum;trip le zinc ZMAX(G185 per ASTM A653);Hot Dtp
<br /> 5EE ROOF FRAMING PLAN -� � � � � I1'/ aQltene s aAnd a cho 5far connectors and ASTMI53 for
<br /> FOR SPAUN6 m i I I �//� / �
<br /> � Y� Ii.All bathroom fans,kitchen hood,and dryer ducts shal) be ..
<br /> 2X BIRD BLK'G.W/ �y� exhausted through the attic to the roof or through the � �
<br /> 2��xRE�NED VEHT 5/0'x lo"ANGHOR BOLT W/3"x3'x � floor system to an outslde wall. AII wall ducts shall w �
<br /> HOLES WITH i/4" �/4"PLATE WR5HEft5 0 48°o.c.No � / OO terminate at least 36" from a window opening. �
<br /> GORRP510N RESISTHNT L I Y I NG ��E,4 �TMa�4yz° i NO MORE TH,4N I2" 2X4 STOP 3-2x12 � �1 r l �
<br /> METAL MESH GOVERING FROM EA.END 51LL GORNER,JOIhiT, STRIN6ER5 Q '�{ `./
<br /> er,n,OPENING ETG. "1°Mix. GLIMf�TiG AND G�OGRt�PHIG V
<br /> PIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG.EXGEPT� 2-2X HEADER � r,�..� ,4'
<br /> OPENINGS IN WAI._LS AT SHEAR WA�LS-5EE SHEAK 1NALL � O L Fj
<br /> PLATES AND FLOORS NAILING SGHEDULE. DESIGN GRITERIA:
<br /> 2x P.T.51LL PLOOR J015T 2X4 BLOGKING Z U� ��
<br /> I (FIRESTOP) � TERMITE, SLIGHT TO MODERATE � �"�
<br /> � _ DEGAY: SUGH7 TO MODERATE �.{ x
<br /> � WINTER DESIGN TEMP� 17° ai V • E
<br /> � II ° #4 REBAR� I6"O.G HORIZONTAL. FIREBLOGKS �9 IGESFIIELD REQUIRED: NO � � �
<br /> ENGIN�F2ED JOI$T5,51ZE AND � FIRE$LOGK STAIRS� �/
<br /> SPAGING PER PLAN OR 2X JOISTS � FLOOD HAZARDS: 2003 (qq2 FIRM �+
<br /> �IN. �LR. � a ONGE IN TOP 4 BOTTOM
<br /> OF RUN BETWEEN STRINGERS \ � � �
<br /> H!R FREEZING �ND�X+ 250
<br /> b ALON6 RUN BETINEEN 5'IUDS w1EAN ANNUP�TEMP; 50 � ,T,
<br /> — Q #4 REBAR� 48"O.G.VERTIGAL �
<br /> �
<br /> USASLE SPAGE UNDER STAIRS
<br /> a" . 70 BE I HR FIRE GONSTRUGTION \ ..
<br /> TOP PL � � A�STPIR GEILING) �TWO LAYERS '"
<br /> 3°MIN.
<br /> _ _ c R.n-P. DE51GN DP�T�:
<br /> #4 REBAR ROOF LOADS: LL 25�l5F (SNOV�V
<br /> (2)2x TOP PLATE,LAP GORNERS, N�".1"BAR
<br /> DL 15#/SF
<br /> pPPSET END.IOINTS BY 48" TOTAL 40#/5F
<br /> ALL FOCJTINGS TO BEAi2 ON �j-('A�{� NQ��j: MA
<br /> BEARING 501L V/
<br /> �^GYPSUM YJALLSOARD,rr�. '.�"�T,41 R t��T,�I L —' TY}�I Gla't�.. ��SER H�lGHT = �1-3/4" MP�X. FLOOR LOADS: LL 40#/5F
<br /> 'bib°OSH.OR PLYWD.SHEATHING. W/PVA VAPOFL BARRIER� WRLLS e �� DL 10#/5F �
<br /> NAIL 6"ED6E,12"FIELD VVI7H 8d a,t��eiut�s TR�AD D�PTH = 10 MIN. TOTAL 50#/5�
<br /> NAILS UNLE55 NOTED OTH�RWISE .}� GI SGP�LE: N.T.S. �
<br /> 2 S I �. �OUN��TIO�I ��T,41L DEGK 1.ORD5: LL 60�/5F �
<br /> DL 10#/5P
<br /> G I SGALE: N.T.S. PER IRG R408.1.3 E f240B.1.8.1 TOTAL 70#/5� �
<br /> 2x 5111D5� Ib"o.G.TYP. �I Y I I`l� �1R�1't 501L : 1500 PSF MINIMUM
<br /> �IRE BLOGK ALL VERTIGAL GONGRETE: 2500 PSf AFTEFt 28 DAYS �
<br /> OPENIN65 IN WALLS AT (5�SAGK Mlw
<br /> PLATES AND FLOORS
<br /> �"X 10"ANGHOR BOLT W/3"X3°X�-" �
<br /> SIDING,5EE PLAN FOR TYPE i'LATE WA5HER5 0 48"o.c.NO LE55
<br /> THAN 4�„ d I�MORE THAN 12" MA50NRY : PER 2012 IBG �
<br /> PROM EA.END 51L.L GORNER,JDINT, ^ �
<br /> END,OPENIN6 ETG, �"MIN. G!"'�R�G� STEEL : PER 20(2 IBG(GRADE 40)
<br /> PMBEDMENT INTO GONG,EXGEPT o
<br /> SHEAR WALLS-SEE SHEAR WALL WOOD : PER 2012 18G
<br /> NAILING SGHEDULE NAILING : PER 2QI2 IRG NAILING PER TASLE
<br /> R602.3(I),R802.1�
<br /> WlND: 85 MPH
<br /> 2x BOTTOM PLATE SEISMIG: 5�E GALGULATION PAGKET
<br /> 2x P.T.SILL R-10 INSULATION 4"GONG.SLAB ON
<br /> 0 24"PERIMETEi2 4"GRAPAILAR BED dqt�: II-30-12
<br /> iNEATtfERING POTENTIAL: MODERATE
<br /> permtt:
<br /> Firl. �LR. z_ - - a."GONG.SLAB oN PR05T LINE� 12" revislon$:
<br /> � a .. a E.F.P.: 45 P5�
<br /> a e ' a d ° ° a q��GRANU1.Af2 BED
<br /> a ° v a 4'� 4 d� � ' Q'" BEAM: DOUGLA�S PIR#2
<br /> �� a�� �T� •• �� 6" BEAM: fv = 85
<br /> FIN.GRADE TO 9LOPE � � '� ° � a � fb = 8l5 PSI
<br /> � _
<br /> ,4WAY FROM HUILDING � � � � E - 1,600p00
<br /> �,��������\ a 4" P05T: DOUGLAS PIR#2
<br /> \�\\��/�j °.Q 6" POST: fb = 875 P51
<br /> ��/\f � ° d E = 1,300,000
<br /> ������� JOI5T5 8 RAFTERS HEM FIR#2
<br /> ��/��/� ° d SNDS: fv = 15
<br /> � �� �� a . fb = 85o P51 drawn : RO
<br /> \/���/�/ d REBAfZ PLAGEMEMT ° � = 1,300,000 GhAGI(0�bye
<br /> z �j�� SEE DETAIL#2 ABOVE
<br /> GL.U-LAM BEAMS: SHEET
<br /> � �// a 4 fv = 165 psl
<br /> ,% Q a J.
<br /> � fb = 2,400 af (reduced 51ze
<br /> — � Z � 4 . factor,GF'�KI) � � � I
<br /> �� o c (� , , � = I,aoo,000 psl .
<br /> d. r� O.
<br /> � � ALL REINFORGEMENT d
<br /> Cn � �lARIATIONS FROM THE ABOVE
<br /> v MUST BE TIED IN PLAGE LUMBER GRADES WILL BE 5L� "
<br /> POR POUNDATION INSPEGITON � -��I G�L W,�LL S�GT I ON5 NOTED ON TI-fE PLA�NS.
<br /> 5EE POUNDATION PLAN
<br /> POR FT6./PDN.51ZE �7� SGALE� N.TS.
<br /> I.SUBPLOOR:
<br /> T#G PLYYy00D OR 05B APA RATED
<br /> ALL FOOTINGS TO BEAR ON STURD-I-PLOOR 16"D.G.,3/4"
<br /> BEARING SOIL
<br /> WALL � ROOP SHEATHING:
<br /> APA RATED SHEATIN6 24/I6 �/I6"
<br /> FOOTING �OR :
<br /> 8" WALL - 18"x �2"POOTING
<br /> IE+" BELOW GRADE
<br /> #4 57UB STEEL -48" o.c. VERT.
<br /> UNL�E55 NOTED OTfiERW15E
<br />
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