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W Itken d�mwelwn on thb d-avYig ehall have precedence over
<br /> xaled dtner»bro. Gantactor eFioll verlfy all dkn«»Iorn, .
<br /> caridltbre,etc.,pertahkg to the rrork befae proceedkg. �
<br /> The Owix must be noqfled af oy vmlatlan from the
<br /> dlmerulore rnd/or cadltlorn 5howi on tMae d-ovkigs My �
<br /> wch varlatlon shall be resolvedty the Ownar prbr to -
<br /> p�'oceed�ny w�th the work a'#ie Conh'actar'shal�accept
<br /> Full reeFraniblllty for tha cost to rectify wme. �
<br /> ��3�q u
<br /> ROOFIN6 MATERIAL NASF I, JONES ANDER50N
<br /> FINISH PER ELEVATION
<br /> ON�/16"OB5 SOLID GDX 24-0 PLYWOOD GENERAL NOTES:
<br /> SHEATHING;8d� b"O.G.EDGE
<br /> 8d� 12"O.G.FIELD
<br /> (7/I6"OSB AGX PLYWD�EVES) I.All constrvctlon per applicable codea and ordinances.
<br /> 24"GARDBOAIZD BAFFLE MIN. I5�UNDERLAYMENT _�X 3�4�� 200�t IRG,IBG.-200q WA5HIN6TON STATE ENERGY GODE
<br /> ALLOW FOR I"AIR SPAGE NAIL 6"ED6E,12"�IELD \Q
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. HANDRAIL: �—� 2.Verlfy all dimenelone on Job site.Bring discrepancles
<br /> INSULATION. GRIP IYa°-2° m to the attentlon of Owner and/or Deslgner.
<br /> PROJEGTION FROM
<br /> WALL NO LE55 N051NG 3.Owner wlll verify wlndow elzes and manufacturer(s)wlth
<br /> THAN Il�", framer before start of construction. i
<br /> .,_ � .,�f..�
<br /> Z 4.One window per bedroom shall meet egress code. , `,
<br /> SOLID SHEATHING � 5. II ht Iazin er 200q IHG.
<br /> � OR GDX PLYWD. - � I � 9 9 9 P
<br /> WHERE EXPOSED N b.Truss manufacturer shall su I sho drawln s to Owner
<br /> TO WEATHER I � I I PPy P 9 ,
<br /> / � and framer to revlew and approve before#abricatlon. �
<br /> /� OPEN RAIL I I � � I „`l�yf::�'1�''�.tit;�-�
<br /> OPEN SPAGE BETWEEN � � � 'i.Owner wlll verlfy electrlcal and heat layouts wlth :�•r,.+��rry�,��;,Vrr�
<br /> TOP PL. I � Installer before Installation.
<br /> PIGKETS SHALL BE � � I I �
<br /> LE55 THAN 4"GLEAR � � � � � � 8.Under all parallel bearing walls,use double�olsts or as r__,,,,,.,,«-^�^"""''K�� '"'�
<br /> IX FASGIA BD. � I � � � � noted on plan. Doubla�oist(or extra TJI)under all non-
<br /> W/METAL - � I � � � � �/ / HANGER bearing parallel walls.
<br /> 6UTTEi2 � APPROVED TRU55E5 BEARING �Q I � � I y
<br /> MANUFAGTURER'S SEAL. (Y) � � � � / q.T.11 products to be Installed per manufacturer's
<br /> SEE ROOF FRAMING PLAN _� � I � � y / installatlon gulde and approved reports.
<br /> FOR SPAGING � i � � I�J 10.All metal connectlons to treated wood shall be at a
<br /> m � minlmum;trlple zinc ZMAX(GI85 per ASTM A653);Hot Dip
<br /> INSULATE PER WSEG � �� 6alvanze(ASTM AI23 for connectors and ASTMI53 for "
<br /> 2X BIRD BLK'G.W/ y � fastenere and anchors. N r
<br /> 2"SGREENED VENT 5/e'X 10"ANGHOR BOLT W/3"X3"X �}
<br /> HOLES WITH I/4" \ / *� A A �/4"PLATE PW5HER5� 48"o.c.NO � / � II.AII bathroom fans,kitchen hood,and dr er ducts shall be � � t
<br /> GORRP510N RESISTANT L I Y I I`lG l"iR�l"t LE55 THAN 4YZ" d NO MORE THAN 12" 2X4 STOP 3-2x12 � exhausted through the attic to the roof or through the ���m ry
<br /> METAL N1ESH GOVERIFiG Fi20M EA.END SILL GORNER,JOINT, STRIN6ER5 floor system to an outslde wall. AII wall ducts shall 6��
<br /> END,OPENING ETG. 7"MIN. Q terminate at least 36"from a window opening. �.Y '�
<br /> �- FIRE BLOGK ALL VERTIGAL EMBEDMENT INTO GONG.EXGEPT A 2-2x f+EADER w �Y��
<br /> � OPENINGS IN WHLLS AT SHEAR WALLS-5EE SHEAR WALL � � �-
<br /> � PLATES AND FLOORS NAILIN6 SGHEDULE. _
<br /> 2x P.T.51LL �LOOR J015T 2X4 BLOGKIN6 Z
<br /> I (�IRESTOP) �
<br /> � ci� GLIMATIG AND GEOGRAPFfIG
<br /> � �� ° �4 REBAR� 16"O.G.HORIZONTAL FIREBLOGKS �9 DESIGN GRIT�RIA: W z
<br /> ENGIPEERED JOISTS,SIZE AND � �0 FIREBLOGK STAIRS: \ Z O
<br /> SPAGING PER PLAN OR 2X J015T5 � ONGE IN TOP S BOTTOM TERMITE: SLI6HT TO MODERATE Q �
<br /> �IN. �LR. � OF RUN BETWEEN STRINGERS \ DEGAY: SLI6HT TO MODERATE ti P�+'
<br /> - - O d ALONG RUN BETiNEEN 5TUD5 W
<br /> � #4 REBAR o 48"O.G.VERT�GAL WINTER DE516N TEMP: I7°
<br /> � USABLE SPAGE UNDER STAIRS \ IGESHIELD IZEG2UIRED: NO � �j
<br /> a TO BE I HR FIRE GONSTRUGTION FLOOD HAZARDS: 2003 IGq2 FIRM Q
<br /> � 3"MIN. �/8"TYPE 'X'6.WB.(TWO LAYERS Z+
<br /> TOP PL_ � GLR.TYP. AT STAIR GEILING) \ AIR FREEZIN6 INDEX: 250
<br /> MEAN ANNUAL TEMP: 50
<br /> �4 REBAi2
<br /> (2)2x TOP PLATE,LAP GORNERS, W"�"BAR
<br /> 0��5ET END JOINTS BY 48�� DE51GN D,4TA:
<br /> ALL FOOTINGS TO BEAR ON STAIR NOTES: e(�
<br /> i BEARING SOIL '��/p J�� IZIS�R H�I6HT - �-3/4�� MAX. ROOF LOADS: LL 25�/5F(SNONU v:
<br /> i1'GYPSUM WALLBOARD,TfP. yrp�,.��q�7}{q►.�4'-0'PER PLAN ST�I R 1��T�I L � I I I— I Gl'�L , DL I5#/SF ��
<br /> 11e"058.OR PLYWD.SHEATHING. W/PVA VAPOR BARRIER� WALLS e TREAD DEPTH = 10� MIN. TOTAL 40�/SF
<br /> NAIL 6"EDGE,12"PIELD WITH 8d AND GEILINGS GI SGALE� N.TS. �
<br /> NAILS UNLE55 NOTED OTHERWISE ST�. �OUNn�T(ON �7�T�r I L FLOOR LOADS: LL 40�/SF �
<br /> eDL 10#/SF
<br /> GI SGALE� N.TS. PER IRG R409.1.3 � R408.1.3.1 TOTAL Sou/SF �
<br /> L I Y I NG l"ll`�� DEGK LOADS: LL 60�/5F A
<br /> 2x 5TUD5� Ib"O.G.TYP. DL 10�/SF
<br /> FIRE SLOGK P�LL VERTIGAL TOTAL?O#/5F �
<br /> OPENINGS IN WALLS AT SOIL : I500 PSF MININNM
<br /> ' PLATES AND FLOORS
<br /> -� GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> � (51�SAGK MIJU
<br /> -3000 PSI FOR EXTERIOR FOUNDATION �
<br /> WALLS,PORGHES,STEPS,AND OR
<br /> �"X 10"ANGHOR HOLT W/3"X3"X�" � � � GARAGE 5LAB5-AIR ENIRAINMENT �
<br /> SIDING,SEE PLAN FOR TYPE PLATE WASHERS� 48"o.c.NO LESS IS BETWEEN 5-�AS{TABLE 402.2 IRG)
<br /> THAN 4�" S NO MORE THAN 12"
<br /> FROM EA.END 51LL G012NER,JOINT,
<br /> END,OPENIN6 ETG. T"M�N. G�R�G� MA50NRY : PER 200�1 IBG
<br /> EMBEDMENT INTO GONG.EXGEPT�
<br /> SHEAR W/�LLS-5EE SHEAR WALL STEEL : PER 200q IBG(6RADE 40)
<br /> NAILIN6 SGHELULE.
<br /> WOOD : PER 200G IBG
<br /> TOP�LANGE J015T NAILING : PER 200q IRG NAILING PEf2 TABLE
<br /> HANGER PER PLAN R602.3(IJ,R802.10
<br /> 2x B07T0 P TE �"T6G PLYWOOD 5UB-FLOOR
<br /> WIND: 85 MPH
<br /> 2x P.T.51LL (GLUED 4 NAILED)NAIL b"EDGE, INSULATE PER WSEG.,
<br /> SEISMIG: ZONE-Ds
<br /> 12"FIELD W/IOd NAILS. SOLID BLOGKING o V= see deslgn calculatlons(Wdl) pa���t. 01/0l/l0
<br /> �IN. FLR. BR�.w��A�ov�rr�.
<br /> � f^�ATHERING POTENTIAL: MODERATE
<br /> Z — — - 4"GONG.SLAB ON revl6lona�
<br /> FROST LINE: 12"
<br /> 4"�D.S.TIGHTLIFIE,POSITIVE �
<br /> --- — - - — 4"GRANULAR BED E.F.P.: 45 PSP
<br /> DRAIN TO STORM SYSTEM °4 • , �o 0
<br /> I� �I �� 4"BEAM: DOUGLAS FIR�2
<br /> FIN.GRADE TO SLOPE � �f�/ � � � � � � a a fv = 85
<br /> L5 1� ��J a. ° a. �J 6" BEAM:
<br /> Al^IAY FROM BUILDIN6 �:, / 00 � fb= 8l5 P51
<br /> ��'���������� ° � 4"P05T: D�A5�FIR�#,�00
<br /> � �\ \� �-8 MAX. SPAG N PERJPLAN,�SIZE AND v fb = 8?5 P51
<br /> 6"POST: fv = 85
<br /> �� GRAWLSP�4G� E _ �,�o,�o
<br /> N j��j%j ° UNBALANGED a
<br /> JOISTS b RAFTERS HEM FIR�2
<br /> \�j\\�j\\/ (TALLER WALLS PER PLAW SEE FOUNDATION PLAN ° d 5TUD5: fv = �5
<br /> �\�\/ � FOR BEAM 51ZE d 2x4 GUSSET EA.SIDE fb = 850 P51 drawn �Ja RO
<br /> � � � a POST SIZE/SPAGING a E = 1,300p00 GhOGked
<br /> �����\ � REBfrR PLAGEMENT ��
<br /> � \/�� � 5EE DETAIL�2 ABOVE � "SIMPSON"H6AMI0
<br /> 90�FELT POST TO GONG. GLU-LAM BEAMS: �T
<br /> / a fv= I65 psl
<br /> �/ a fb = 2,400 psi(reduced by slze
<br /> � ��� z � 6 MIL.POLY VAPOR BARRIER � a' a a a , E = 1,800p00 psICI) � I
<br /> \ o — _ � a _ . �o 0
<br /> �� �a . . a . a NOTE:
<br /> � � ALL REINFORGEMENT VARIATIONS FROM THE ABOVE
<br /> 4"�PERF.FOOTIN6 DRAIN TILE m � MUST BE TIED IN PLAGE NO D ON THE PLANS.�E
<br /> W/GLOTH GOVER d GRANULAR FOR FOUNDATION INSPEUTON
<br /> GOVER A5 REQ'D.6Y SOIL
<br /> GONDITIONS 5EE FOUNDATION PLAN SEE FOUNDATION PLAN I.SUBFLOOR:
<br /> FOR FTG./FDN.51ZE FOR PAD SIZE TBG PLYWOOD OR 05B APA RATED
<br /> STURD-I-FLOOf2 I6°O.G.,3/4"
<br /> ALL FOOTIN65 TO BEAR ON ALL FOOTINGS TO BEAR ON
<br /> SEARING SOIL BEARING 501L WALL E ROOF SHEATHING:
<br /> APA RATED SHEATIN6 24/16 l/Ib"
<br /> FOOTING FOR:
<br /> 8"WALL- 18"x 12°FOOTING
<br /> 18"BELOW GRADE
<br /> �4 STUB 5TEEL-48"o.c.VERT.
<br /> e, TYP I G�L W�LL S�GT I ONS �E55 NOTED OTHEf2W15E
<br /> GI scu�� H.rs.
<br /> �11�� �C� ��/E��T`�
<br /> ��i�l��V�� ��F� ���I�1�
<br />
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