|
Ytitten dlmereiore on thb d'awYg ehall hwe preceMrice wer �
<br /> xaled dknernloro. Gontactor ehall verlfy all dpnerebrn,
<br /> candltbrn,etc.,pertahkg ta the rvork before procaedFg.
<br /> The 0lwter mu5t be notifled af mf vCTiaklort9 from ihe
<br /> dlrt�erelc�s rnd/or condltiorn ehorvn on tMsa d^mvtritjs. Any . .
<br /> such varlqtbn shall be resolvedby the Owrer prbr to
<br /> p�'oceeding wlth tha work a'�e Cantractar shall accept
<br /> Pull respornlblllty for the coet ta rectlfy eame. �
<br /> �03�4��
<br /> ROOFIN6 MATERIAL � NASH, JONES ANDER50N
<br /> ONI�%Ib' OB5L50LID�GDX 24-0 PLYWOOD GENERAL NOTES:
<br /> SHEATHIN6;8d�6"O.G EDGE
<br /> 8d� 12"O.G.FIELD
<br /> (7/I6"OSB AGX PLYWD� EVES) I.All constructlon per applicable codes and ordlnances.
<br /> 24"GARDBOARD BAFFLE MIN. I5�UNDERLAYMENT =�X 3�4�� 200G IRG,IBG.-2009 WASHINGTON STATE ENERGY GODE
<br /> ALLOW FOR I"AIR SPAGE NAIL 6"EDGE,12"FIELD \Q
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRAIL• r-� 2.Verlfy all dtmenslons on�ob slte.Bring discrepancies
<br /> INSULATION. GRIP I�"-2" � to the attention of Owner and/or Deslgner.
<br /> � PROJEGTION FROM
<br /> WALL NO LE55 N051N6 3.Owner wlll verlfy window sizes and manufacturer(s)with �a �,,,,��t ., ��
<br /> �{qH��°, framer before start of con5tructlon.
<br /> z �f�
<br /> SOLID SHEATHING � 4.One window per bedroom shall meet egrass code. � ''�,, � �`�t�T���(-'
<br /> � . A.3C:F#77
<br /> OR GDX PLYWD. - � i 5.Skyllght glazing per 2009 IBG. � �
<br /> TO WEA�RSED N I I � I 6.Truse manufactvrer shall supply ahop drawings to Owner
<br /> � � and framer to revlew and approve before fabricatlon.
<br /> e
<br /> OPEN RAIL: I I � � I f"'' > `'��v'�`�+s�i�'I
<br /> OPEN SPAGE BETWEEN � � �.Owner wlll verlfy electrlcal and heat layouts wlth 3 �'•WlASHIA�Ea�C{'ifij
<br /> TOP PL. Pic�Ts sH�.�se � � I I I � � Installer before Installatlon.
<br /> LESS THAN 4"GLEAR � � � � � � 8.Under all parallel bearing walis,use double)olsts or as ""�'
<br /> IX FASGIA BD. � � � � � � noted on plan. Double�oist(or extra TJI)under all non-
<br /> 6U1TER L � APPROVED TRU55E5 BEARIN6 � i � � i i � ��/ HANGER bearing parallel walls.
<br /> MANUFAGTURER'5 SEAL. C() � I
<br /> I � / q.TJI products to be Insta�led per manufacturer's
<br /> SEE ROO�FRAMING PLAN _� � � � � }� / I�stallation gulde and approved reports.
<br /> FOR SPAGIN6 � i � � i,J lo.All metal connect�ons to treated wood shall be at a
<br /> m
<br /> � minlmum;tri le zlnc ZMAX(GI85 per ASTM A653);Hot Dip
<br /> INSULATE PER V�LSEG / � ,.;
<br /> � 6alvanze ASTM AI23 for connectors and ASTMI53 for
<br /> 2X BIRD BLK'G.W/ y � faeteners and anchors. � r
<br /> 2"SGREENED VENT 5/e'X 10"ANGHOR BOLT W/3"X3"X
<br /> ' HOLES WITH I/4" �/4"PLATE WASHERS� 48"o.c.NO � / � II.AII bathroom fans,kltchen hood,and dryer ducts shall be Q ��
<br /> GORRP510N RE515TANT L I�I�G ���� LE55 THAN 4Y2" d NO MORE THAN 12" 2X4 STOP 3-2x12 � exhausted through the attic to the roof or through the °j�ln(y
<br /> METAL MESH GOVERING FROM EA.END SILL GORNER,JOINT, STRINGERS Q floor system to an outside wall. AI�wall ducts shall Om�
<br /> END,OPENING ETG. 7"MIN. Q term(nate at least 36"from a wlndow opening. �L$�
<br /> � - FIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG.EXGEPT� 2-2X HEADER �
<br /> OPENINGS IN WALLS AT SHEAR WALLS-5EE SHEAR WALL � ��a'd
<br /> - PLATES AND FLOORS NAILING SGHEDULE. _
<br /> 2x P.T.51LL FLOOR JOIST 2X4 BLOGKING Z
<br /> I (FIRESTOP) �
<br /> � a� GLIMATIG AND GEOGRAPHIG
<br /> ' DESIGN GRITERIA:
<br /> � I� ° #4 RESAR o I6"O.G.HORIZONTAL FIREBLOGKS `0 W z
<br /> ENGIPEERED JOISTS,SIZE AND � � FIREBLOGK STAIRS: \ z O
<br /> SPAGING PER PLAN OR 2X J015T5 � ONGE IN TOP f BOTTOM TERMITE: SLI6HT TO MODERATE O (/]
<br /> FIN. FLR. ° OF RUN BETVJEEN STRINGERS \ DEGAY: SLIGHT TO MODERATE � P i
<br /> - - — O a d ALONG RUN BETWEEN 5TUD5 W
<br /> — — � #4 REBAR� 48"O.G.VERTIGAL WINTER DE51GN TEMP: I�°
<br /> <t
<br /> USABLE SPAGE UNDER STAIRS \ IGESHIELD REC�UIRED: NO z �j
<br /> a . TO BE I HR PIRE CANSTRUrTION a�
<br /> a 5/8"TYPE 'X'61N.B.(TWO LAYERS FLOOD HAZARDS: 2003 1492 FIRM
<br /> TOP P�.. ° 3"MIN. AT STAIR GEILING) \ AIR FREEZING INDEX: 250
<br /> — — GLR.TfP.
<br /> MEAN ANNUAL TEMP: 50
<br /> �4 REBAR
<br /> (2)2x TOP PLATE,LAP GORNERS, W"J"BAR
<br /> OFFSET END JOINTS BY 48�� DE51GN DATP�:
<br /> ALL FOOTINGS TO BEAR ON STAIR NOTES: �'((��
<br /> BEARING SOIL ST�(R 1��T�I L — TY�I G�L RISER HEI6HT - �7-3/4�� MAX. ROOF LOADS: LL 25#/5F(SNONU �
<br /> �"GYPSUM WALLBOARD,TYP. WALL 6REATER THAN 4'-0'PER PLAN „ DL I5�/5F
<br /> 116"OSB.OR PLYWD.SHEATHING. W/PVA VAPOR BAR121ER� WALLS e TREP�D DEPTH = 10 MIN. TOTAL 40#/5F �
<br /> NAIL 6"EDGE,12" FIELD WITH bd AND GEILINGS
<br /> NAILS UNLE55 NOTED OTHERWISE G C7I SGALE� N.T.S.
<br /> 2 JT�. �OUNi'��4TION 17ET�IL FLOORLOADS: DLIO#/5F �
<br /> �I S G A L E� N.T.9. P E R I R G R 4 0 9.1.9 � R 4 0 3.I S.1 TOTAL 50#/5F �
<br /> 2x 51UD5� 16"O.G.TYP. L I Y I I`lG l'�I��� DEGK LOFiDS: LL 60�/5F A
<br /> DL lo�/5F
<br /> TOTAL'i0�/5F �
<br /> FIRE BLOGK ALL VERTIGAL
<br /> OPENIN65 IN WALLS AT
<br /> SOIL : 1500 P5F MINIMUM
<br /> PLATES AND FLOORS
<br /> GONGRETE: 2500 PSI AFTER 28 DAYS
<br /> (51�SAGK MI)U
<br /> -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> WALLS,PORGHES,STEPS,AND OR
<br /> �"X 10"ANGHOR HOLT l^t/3"X3"X�" 6ARAGE SLABS-AIR ENTRAINMENT
<br /> 51DING,5EE PLAN FOR TYPE PLATE WASNERS�48"o.c.NO LE55 15 BETWEEN 5-�SK(TABLE 402.2 IRG)
<br /> THAN 4�" d NO MORE THAN 12" V
<br /> FROM EA.END SILL GORNER,JOINT, �
<br /> END,OPENING ETG. l"M�N. G�R�G�
<br /> EM6EDMENT INTO CANG.EXGEPT� MASONRY : PER 2009 IBG
<br /> SHEAR WALLS-SEE SHEAR WALL STEEL : PER 200�I IBG(GRADE 40)
<br /> ' NAILING SGHEGULE.
<br /> 1NOOD : PER 200q IBG
<br /> TOP FLANGE JOIST NAILIN6 : PER 200q IRG NAILING PER TP.BLE
<br /> HANGER PER PLAN R602.3(I),R802.10
<br /> 2x BOTTOM PLATE �q"TdG PLYWOOD 5UB-FLOOR WIND: 85 MPH
<br /> 2x P.T.51LL (GLUED 3 NAILED)NAIL 6"EDGE, INSULATE PER WSEG.,
<br /> SEISMIG: ZONE-D2
<br /> 12"FIELD W/IOd NAILS. SOLID BLOGKING� V = see design calculatlons(Wdl) dAtO: O"1/OI/10
<br /> I � BRG.WALL ABO�lE TfP. � pOM11t:
<br /> �IN. FLR. V�ATHERIN6 POTENTIAL: MODERATE
<br /> Z— - 4"GONG.SLAB ON revl�ione:
<br /> 4"�D.S.TIGHTLINE,POSITIVE � __ ___ EROST LINE: 45'P5F
<br /> DRAIN TO STORM SYSTEM �a . 4"6RANULAR BED
<br /> �C ��II ��� 4"BEAM: DOUGLAS FIR�2
<br /> FIN.GRADE TO SLOPE � �' �� —�� �
<br /> AWAY FROM BUILDING %, �/ � � � ° a � b" BEAM: fv = 85
<br /> Z� �, ������ E= I,bOOpOlO
<br /> � \�\ \� ENGINEERED,1015T5,SIZE AND d � 4"POST: DOIK�LAS FIR�2
<br /> � �� ��� �� SPAGIN6 PER PLAN, � b"POST: fb = 875 PSI
<br /> 48 M�,x. GR,4WL5P�G�
<br /> N ���\�� � UNBALANG�D � .�oisrs a rznF,�s �M ol,000
<br /> ��j��j� (T A L L E R W A L L S P E R P L A W S E E F O U N D A T I O N P L A N ° d 5TUD5: fv = 15
<br /> j/\�j/\�j FOR BEAM SIZE d Q E = 1,300p00 GhpG�p���; �
<br /> � a' POST SIZE/SPAGIN6 2x4 GUSSET EA.SIDE
<br /> \����\ � REBAR PLAGEMENT
<br /> z �� \ 5EE DETAIL�2 ABOYE q0�FELT "SIMPSON"H6AMI0 GLU-LAM BEAMS:
<br /> � ��/ a POST TO GONG. a fv = I65 psl �T
<br /> ��/ a a � fb= 2,400 psi(reduced by size
<br /> d, �i / [Z a. f[Ktor',GF*KI)
<br /> ��/ Z }- b MIL.POLY VAPOR BARRIER 4 � E = 1,800p00 pei � I
<br /> o — 1— o ° o 0
<br /> \�\ �o — a. a NOTE:
<br /> �� m � ALL REINFORGEMENT LUMBERI6NRADES WILL BE��
<br /> 4"�PERF.FOOTING DRAIN TILE � N1U5T BE TIED IN PLAGE NOTED ON THE PLANS.
<br /> W/GLOTH CAVER b GRANULAR FOR FOUNDATION INSPEUTON
<br /> GOVER AS REQ'D.BY 501L
<br /> GONDITIONS 5EE FOUNDATION PLAN 5EE POUNDATION PLAN I.SU6FLOOR:
<br /> FOR FTG./FDN.SIZE FOR PAD SIZE TdG PLYWOOD OR OSB APA RATED
<br /> STURD-I-FLOOfL Ib" O.G.,3/4"
<br /> ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BPAR ON
<br /> BEARING SOIL BEARING 501L WALL d ROOF SFfEATHING:
<br /> APA RATED SHEATIN6 24/I6 �/Ib"
<br /> � � . FOOTING FOR�
<br /> 8"WALL- 18"x 12"�OOTIN6
<br /> 18°BELOW GRADE
<br /> �4 STUB STEEL-4B"o.c.VERT.
<br /> , TYP I G�L W�L 5 GT O S „�,�x No�o o,�,E�,�„�
<br /> C�I sc,v�� N.rs.
<br /> �lTY° �� '�`JER�T�
<br /> ��i!l�.��� ��`!�t �'�����`
<br />
|