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<br /> WI 8d
<br /> 1/
<br /> OSB OVER 3/4"Tt66 PLY ON
<br /> STRIETURAL GENEKAL NOTES ON EXISTING ROOF EXISTING 120L 6rl hee 0 PLYWOOD
<br /> EDGES 2 x 10 JOISTS FRO FROVIDE 10d NAILS VNENAPOR BARRIER
<br /> AND 8d 012'O.C.IN FIELD 1-A35 FOR EACH BOTTOM CECRD : :: :°: : __
<br /> igaER
<br /> 2 x6 STUDS 616 0CNERHANGPER INGLE0IL '. wJITATT INSUL ANDZONE 3,Rw= 8(NOT CONTROL) NEW 5/8"rfrE"x'GWB-CONCRETE .„_..�,..
<br /> 12d NAILS 0 4 INCHES 0.C.
<br /> CONCRETE SHALL HAVE fc' =3000psi of 28 PAY STRENGTH NEW 5/8"TYPE"X'GM NEW GUTTER-ALIGN WITH EXISTINGV-- 1.•.I
<br /> FOR NEW 3ASEMENT WALLS AND FOOTINGS OVER RESILIENT CHANNEL NEW GM AND SLOPE TO DRAIN = r RIMJ015T
<br /> . REINFORCEMENT CAREFULLY LET IN EDGE 2 x 4 LEDGER \r ► 1 Ii t \ ----' 1;A350 EACH BLOCKING
<br /> ram° t,r FLASHING AROUND GUTTER 2f 1-12d PAIL •r 9� lO 012"� o �. Es t "\ 6"W/x 5 "VENTSCREEN
<br /> REINFORCING S(EEL SHALL CONFORM TO ASTM A615,GRADE 60, Fy=60KSI EXI ,� 1 I + �t l� DETAIL I ANCHc�RS&SPACERS,i' TO EACH 6'T1JP 2 x 6 P.T.SILL PLATE -- - cv
<br /> WELDED WIRE FRA3RIC SHALL CONFORM TO ASI M A-185. FASCIA BOARD W T LOCATIONS,MIN.
<br /> WALE: 3/4" =1'-0" WI VINYL CASING / 2'-0' 1- #4 TOP CONT ALSO,ACCESS PANEL
<br /> 1-#4TOPCONTC�MID HEIGHT \ SEE ELEVATIONS
<br /> 4. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL 3E AS FOLLOWS VINYL.SOFFIT/MATCH EXISTING ' `� E
<br /> FOOTINGS AND OTHER UNFORMED SURFACES. EARTH FACE- 3 INCHES PROVIDE VENT Not ES #5 DWI 016"O.C. ,:;:j::: '1 -
<br /> FORM SURFACES EXPOSED TO EARTH- 2 INCHES PROVIDE METAL FLASHING WRAP EXISTING ROOF @ 24"O,C.(W/BIRD SCREEN) 2-115 EIORIZ : ".
<br /> 0 EXISTING ROOF- FIT EDGES ' '
<br /> 5. WOOD UNDER EA STING ASPHALT SHINGLES
<br /> JOISTS(2x MEMC3ER5) DOUGLAS FIR No. 2, MINIMUM 3ASIC NEW(2)2x8 BEAM-WRAP -::. :::: •. .: :::
<br /> DESIGN STRESS: fb= 12W poi ALL F-XPOSED SURFACES
<br /> WITH 5l8"TYPE"X'GM ,� 4"PE DRAWN TIL
<br /> ------ /
<br /> 3EAM5 AND STRINGERS DOUGLAS FIR No, 1, MINIMUM z-a
<br /> E
<br /> DESIGN STRESS: fb= 1350 poi SUPPORT BRACKET .;
<br /> POSTS DOUGLAS FIR Na.1, -
<br /> MINIMUM:fc'= 1OOOpoi GUT TRIM AS REQUIRED- �� q
<br /> EXISTING 2x4 NEW ET I L - FOB N D i AI L
<br /> FOR FITTING NEW BEAM EXTERIOR WALL
<br /> STUDS DOUGLAS FIR, STANDARD GLADE SCALE: 3/4" =T-0" :e` SCALE: 5/4" =1'-0"
<br /> SOFFIT FLAMING AND SOFFIT ��c.
<br /> SHEAR WAL NHS MATERIAL REMAIN IN PLACE \. J1 1�
<br /> 1. PLYWOOD SHEAR WALLS ARE DESIGNATED A5 SW. 5/5"T&G /. c R-38 BLOWN IN ¢ ,t-�
<br /> 2. PROVIDE 1/2'COX PLYWOOD 0 EXTERIOR WALL AND ROOF SHEATHING V• INSULATION
<br /> 1 FACE ONLY AS SHEAR WALL. 0 EXTEND PLYWOOD TO
<br /> SCALE: 3/4" =1'-0" VAPOR BARRIER
<br /> 5. PROVIDE 8d )6 INCHES 0.C. C�ALLPLYWOo®PANEL EDGES(I3LCCKED) UNDERSIDE OF ROOF FRAMING
<br /> AND Sd 012 INCHES O.C. IN FIELD. 12 - 12 - -. ..
<br /> 4. AT EACH SHEAR WALL END,CONTRACTOR SHALL PROVIDE DOUBLE STUDS 41 0 = e a 4� PENETRATE ROOF SURFACE
<br /> TO PROVIDE VENTILATION
<br /> AND ONE HOLD DOWN (HPAHDD22) TO)COPIGRETE WALL. _goo ter' PER UBC,TYPICALPN11
<br /> HOLD DOWNS ARE DESIGNATED ON PLAN AS HD. '"r`rY,Y, .V' r " "� W
<br /> -- ( �y Y dallk............._._.. _.. -� , t t�.ti{. JAA1 ,4.1A+A}4{A••1,�a 4 +}Rl.1.4 a.Ar tr.t{A AF. l iaAla.AAA tY_ AJr
<br /> 151, I—
<br /> LIHill
<br /> 11/2"METAL HANDRAIL z a' g t:= l z a' - \ .�
<br /> �Y VINYL SIDING OVER s 8x8x16 CMU OVER VINYL SIDING OV \ , __ __ __.----
<br /> /
<br /> \ SUPPORTED ON 11/2"POSTS r 15#FELT OVER °ll 5/8"EXTERIOR GM OVER 15#FELT OVER SDx31 REMOVE GUTTER, STRAPS
<br /> // \\ 6 r ' 5/8"EXTERIOR G1 OVER '. 1/2'EXT GRADE PLY OVFJ 5f8"EXTERIOR GM OVER — AID FASCIA BACKING&VIM
<br /> Dx3.1 , ' r 1/2'EXT GRADE FLYOVER 2 x 6 WOOD STUDS C�16 O.C. 1/2' GRADE FLYOVER -0, \ LEAVE SOFFIT IN PLACE
<br /> / \ r 2 x 6 WOOD STUDS�16"O.C. Oh
<br /> :� " r•• \
<br /> A WITH R-19 BATT INSUL AND 2 x 6 WOOD STUDS 016 O.C. .I
<br /> I\ _ 0 _ / W15/8"GM INTERIOR FINISH I 5/8"GWB INTERIOR FINISH WITH R-19 BATT INSUL AND 1 NEW OFFICE i
<br /> r-== ,r , .�, 5/8 GM INTERIOR FINISH .,�. /
<br /> ko
<br /> l�_ / _ r NEW STORAGE NEWOFFICE VAPOR BARRIER BASE TRIM / 21���
<br /> / 4"DIA METAL PLATE • `
<br /> /
<br /> ...�11� \ / �.1.II BOLTED TO CONCRETE r _ _ ----------1 1`r % .2^ ;o. c_q+rC - r .i I / ,
<br /> ry+ tt3t(f [Cf�t[f "I q `�d,G. SHEAR WALL NAILING PATTERN' t,�i r-• a rnrpmt it a"r r �•Temp•` �r• +-v i gar r r Sign wirtri—t
<br /> 6. :• twee?,ta�rr:•. •• •- u�{r` i 11 11 [ 11 11 1, [ l 11 Cl 11 11 11 11 ; ' o ° I2 a'*• t a•1 'a'• _ ai'i' i i I - ♦ • a • a t a�a'� 2 / �lH Q �-1C L3
<br /> � t &d�6"ALONG PANEL EDGES I r•' ,�'+aa• a a�„ia••u,►r a��i •'k a~•�1a_ u.►a�a'�a'�• l • +r�•n' � .a a eta ..
<br /> • {�Pr< Wit ry '• eta 06, ., „ �•Irr�• top-4.r,��•'�Let-v'�. •. " t ; „-
<br /> 12'INFIELD- STAGGER PANELS r • t I i � x �r
<br /> ar CRAD;A /�� t,r r., �v <:1 : �! ^r lce�.icc c[( m 1 o" At trl rd THICKE;N @ CMU WALL ONLY I ( , -
<br /> tct�rrt Air,ar' %fir �,r {� 3ccc�[c�1 1 J w— �c ,rcc� • ' M
<br /> _ru ;r r '•'to to t�t� � r< I to ("trr�'tu VAPOR BARRIER I'. .._` ‘-';',u�3 tit Sum-ti, s�'r. VAPOR BARRIER ___'
<br /> ?ill; r • =ucvra I trt tr_, �. �rrls.tt[ o�l t�� I -- 1111\• If
<br /> SECTION It,�N iys .. 1 1 H ADDITION te a► , 14,4 i...0 I ION IFIKUADDITION .,..„:- � rrzo VL©�,� PROVIDE MCPERTY LINE I i,. �... . _
<br /> /''r Z6 X FOOTING ALONG FOISTING (.. A.PA4-•�
<br /> ALE .1/4" =1'-0" ALE:1/4" =1'-0" Mt"� ALE.1/4" =11-0' 1111Calla oPc•N1Nc, CONCRETE LANDING BEYOND
<br /> SDx3.1 6c Low p�t2 . n
<br /> it
<br /> 1 1 ._ tr
<br /> SDx3.1 SPx3.1 M' e.
<br /> 2x8R0C1= (2)2x8 2 x 8 ilktiS5
<br /> 2.- Z XI 0 G✓sl-Y /-.FRAMING go 24"O.C. HEADER,TM EDGE BEAM c4 t RiDt,,
<br /> SEE ARCH SEE ARCH Tet t a t7 t 5 i � c. nt, , * 4477/
<br /> II Ir II
<br /> r :
<br /> ``RIM JOIST, TYP
<br /> T- —1 -1 ___ __ 2 x 8 ROOF FRAMING
<br /> L_._. — J ___ _ __t___ t. . ..�.:•:•:, — — _ I—� (2)2 x 8 e -- '___ _...1,_ ___ _- -- - I ._' '-- "'� - ®..—:A
<br /> ,/,10 o'' .�� 24"O C., FRAMING
<br /> .1_ __-•!•- -_ -__- - __ __-1, �,z-a' HEAPER,TYP �
<br /> I II
<br /> 3/4"
<br /> FLOORI II I� :.. sw /�
<br /> SHEATH NO, I I 1 � -S+ioP +�+'� - 5 tf vt-e.
<br /> I 4,-6 K 1 0 Alik
<br /> SDx3.1 QA, +VYT
<br /> ' SDx3.1 '.
<br /> I---11 NEW 4"COVCRETETHICK tin !) Nry
<br /> I RATS'AND LANDING G K 12..G 44§0. Xy Post rlix`-( F' .sr W/(34 t.a
<br /> 17 W1WWF- SEE NOTES ) - �`-C� �� -- _ . (®jcJ z tH�sr�i ;
<br /> FPERIYLINE 4 t' ��srt Pam.` Iry .
<br /> _ ' i . Kta 2 2xt0
<br /> U I� -'• T�`i , __ FOCrII NG
<br /> (-Ai off. �Kt�f T'��i I ) 2xSRC?O1= �R�vIt7� .Sriww���ry ( )
<br /> " SW --2_ X� FRAMING 24'O.C. I `Pc-•44 F°ST-mot' HEXER
<br /> 1f l2 5,c2
<br /> ,c2'X t o r F-r I ---- - - 1 `7 c T}ti S 6x6 WOOD COi UMN
<br /> 2 x 10 FLOOR \ i I I ORDER(ROOF)TRUSS �,,c��.` - �'"�
<br /> FRAMING 012"O,C.,TYR; 1�4 t�/l -Its"Sal-e-oo?'. 6.44 l — T—-►�- ::...,;�-T--——--1— -- I - �'`� I-_ IN WALL
<br /> _J
<br /> -
<br /> rd/
<br /> T 2 x 10 FLOOR • I
<br /> ;. 5/8' T&G
<br /> I 4° FRAMING 12'O.C, — ROOF SHEATHING
<br /> `. NB'/4 CONCRETE NEW wtA+ LL
<br /> o I ::. SLAB ON GRADE EXISTING CONCRETE LANDING EXISTING CONCRETE SIDEWALK m'SW FRAMING BELOW TYF' I
<br /> II raX4 I)
<br /> 4 '• WfWM - SEE Nt711_S
<br /> y ,
<br /> 2
<br /> ii I I� ) ' I O2x8BEAM '
<br /> II I //II 1 '
<br /> L /\ - II , ' ' , ,i1 alli_ t
<br /> 9/11
<br /> �
<br /> \\ NEW6IIX3OICRAWLJ 0/1
<br /> .1
<br /> SPACE VENT
<br /> N. cc OVERFRAMING ON
<br /> NEW CONCRETE.FOOTING =® EXISTING ROOF
<br /> NEW CONCRETE STEM WALL �i trusses to be designed \ ti wasyr n�tfra,�rings prepared by a _w o ti�� y,
<br /> little —�, ' . ,�
<br /> Ercenl ed tr ;tl�r,�l ® -s EXISTING WALL ^A •rFy p
<br /> rr I °C C53 BELOW di, 044 '.
<br /> - EXISTING ROOF WITH q� 7� 144
<br /> r
<br /> SLOPE 6:12,TYPICAL 0,4% "iSEcrs.PC- s`9. 7.
<br /> FLOOR FRAMING AN - ROOF FRAMING N sl01%!AL
<br /> SCALE: 1/4" =11-0' •SCALE: 1/4" =1'-0'
<br /> EXISTING ROOF RIDGE
<br /> GRANDviEw ApARTmENTs OMB GENERAL ImpRovEmENTs STICKNEY MURPHY ROMINE BUILDING ADDITION TO SHEET
<br /> CONVERTED TYPED BUILDING
<br /> FOR THE HOUSING AUTHORITY OF THE CITY OF EVERETT FRANK G. STICKNEY o RONALD F. MURPHY 0 MICHAEL W.ROMINE, ARCHITECTS PLLC DATE: June 16.1998 r;5<c5 1
<br /> 911 WESTERN AVENUE, SUITE 200, SEATTLE, WASHINGTON 98104 0 (206)623-1104 DRAWN 8Y: VMA PERMIT APPLICATION
<br /> CHECKED: OF 12 SHEETS
<br />
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