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5/5"T&G PLYWOOD W/&I
<br /> STRUCTURAL GENERAL NOTES 5 6 irchP Q.C.@ PANEL EDGES
<br /> 1-A35 FOR EACH BOITOM CHORD AND Cd CD 12°O,C,IN FIELD
<br /> 1. DESIGN LOAD CRITERIA TO TOP PLATE,TYP•
<br /> ASPHALT SHINGLES SIMPSON MP 36
<br /> ROOF LIVE LOADS PSF 4GANG NAIL PLATE
<br /> FLOOR LIVE LOAD 40 PSF \.1 BASE MEMBRANE OVERHANG PER SHINGLE
<br /> WIND LOAD 50 MPH,EXPOSURE (U `'~ .. 1-1Qd TOE NAIL MA+NUF.REQUIREMENTS
<br /> \\ �r VAPOR BARRIER "�*' _EACH SIDE
<br /> EARTHQUAKE ZONE 3, 12w= 8(NOT CONTROL) �~ 2 "`
<br /> �� I VINYL SIDING OVER
<br /> FIT I '5#FELT OVER t ; '; ..: EDGE/PRFFLASHING
<br /> 2. CONCRETE -- ,� .0 5/5"EXTERKR GWB OVER T. PRE t Ih SHED
<br /> = "- f/ V2"T&G EXT GRADE PLY OVER VAPOR BARRIER --, w
<br /> CONCRETE SHALL HAVE fc' 3000p i of 28 DAY STRENGTH � � 2 x 2 x 6 WOOD STUDS "O.C. .• . GUTTER
<br /> FOR NEW BASEMENT WALLS AND FOOTINGSNEW ecrEmaz BEAMIlk li 1 5/5, GW9 INTERIORFINISH 5/8 T&G 1/2'OS13OVER 3/A- T&G PLYON VINYL SIDING OVERL r
<br /> WITH R-19 BATE INSUL AND °
<br /> ' CAREFULLY LET IN EDGE
<br /> 2xALEDGIrR
<br /> �f•,� , 4" IROOF SHEATHING 2 x 10JOISTS- i CNIPE 10d NAILS 15#FELT OVER < : FLASHING AROUND GUTTER
<br /> 3. REINFORCEMENT �ur"''1 I •.i i C� INCHES O.C.AND 12 INCHES O.C. ° 2/1-12d NAIL
<br /> E1 4' x 51S EXTERN GM OVER ?"` ��` ANCHORS&SPACERS,TYF'
<br /> err IN FIELD(UN<3LOCKEC?) 1/2" GRAPE PLY OVER ' TO EACH STUD
<br /> REINFORCING STEEL. SHALL.CONFORM TO ASTM A615,GRADE 60,Fy=60KSI 5/4"T&G PLYWOOD �, _, 1 \ R 38 BLOWN IN FASCIA WARD
<br /> �� 2 x 6 WOOD STUDS C�16°0,C, -<>
<br /> WELDED WRE FRABI IG SHALL CONFORM TO AS-TM A 1 5. SUPF LOCR OVER 2 x 10 ��� INSULATION 1A110N gi t WITH R-19 MIT INSUL AND <°✓ / WI Y1NYL CASING
<br /> WOOD JOISTS 06"O,C, , \�\ VAP©R(5AF.RIER 516"DIA x 10' 1 ° VINYL SUPFIT/MA7CH EXISTING
<br /> ALIGN W/�CISTiNG ��., SETS 0 36"O.C. 5/ INTERIOR FINISH
<br /> 4. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: \\ __�,� O° PROVIDE VENT HOLES
<br /> -- _ __L e�. \\ . - .t y'°1,1III B, E TRIM t?2 1'C.C. W/BIRD SCREEN
<br /> FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE- 3 INCHES 1��1 d _ _. _r_ _ 1
<br /> rwr rw rrrr'err)rm~rrn mrrr rrrrrrn^rr F
<br /> . 12d NAILS @�}INCHES€?.C.
<br /> FORM SURFACES EXPOSED TO EARTH- 2 INCHES 11 cD I • .1
<br /> 1 NEW DETAIL
<br /> t.4 _..2-0, l RIM.JOIST
<br /> ��. WOOD BEAM 10 \ "` VINYL SIDING OVER SCALE: 3/4" =1'-O"
<br /> MIRROR EX �,� `' - 3 1-A35 @ EACH BLOCKING
<br /> JOISTS (2x MEMBERS) DOUGLAS FIR No. 2, MINIMUM BASIC k \ ' • FELT OVER �h , � � .� �,"x 'VENT EXISTING ROOF
<br /> DESIGN STRESS: fb= 1250 psi o \ ,, 3/& EXTERIOR owe,OVER 2 x 10 @ 12 O.C.
<br /> •' 1/2"M.GRADE FLYOVER WlGALV SCIZEI~N
<br /> › •
<br /> \ �' ' 2 x 6 SOD STUDS @16"O.C. 2 x 6 P.T S#LL ELATE kLi TWO LOCATIONS,MIN. EXISTING WALL
<br /> REAMS AND STRINGERS DOUGLASESIGNS FIR No. 1, MINIMUM 3/4"T&G PLYWOOD \ - i ' � wrTH R-19 GATT INSUL AND 1- #4 TOP CONT "A
<br /> DESIGN STRESS: fb= 1350 ai '� ° �`,
<br /> 5UI31`LOC#Z OVER 2 x 1Q / - , 5/�S GWB INTERK>R FINISH 1 /i`�TOI�CONT @MID HEIGHT (3)2 x 12 REAM
<br /> POSTS DOUGLAS FIR No.1, WOOD JOISTS�16"O.C. I PROVIDE MARINE PLYWOOD
<br /> '. ..•~ ¢ GRADE '',.
<br /> 1♦ . i. I BACKING AT BATH2OOM ,#5 CWL 16°Q.C. ;� } _. ,. _ . .-Y-
<br /> MINIMUM:fc'= 1000 si ALIGN WAS,ISTING -=-
<br /> STUDS DOUGLAS FIR, STANDARD GRADE �.��r« ... •••.ti'••,�gY� ;� ;Ill!"
<br /> l. '' 2-#65 HORS r. _:.�
<br /> i _ � SHEAR WALL NAILING PAf(ERN; _ ' �--...40101111111111 1-A35 TO EACH 31 TTOM
<br /> ' A-Pate � z I • - I &d 6,6"ALONG PANEL EDGES • • • } • • • • • • OF EXISTING SOFFIT
<br /> � I _� ° ..I: : 1 1� �.._.,. TO TOP PLATE,TYP.
<br /> 12 INFIELD- STAGGER PANELS . . g��•••.••'. _ ,� � �.,.R�,�
<br /> g) I I I GRADE a -''� FNMA
<br /> SNEAK WALL NOTES � ..—_____-1 L I ) -- "`^' '. 3 INCH PIA SAVE VENT
<br /> 1. PLYWOOD SHEAR WALLS ARE DESIGNATED AS SW. • • - Ilk @ 24 INCHES O,C.
<br /> 2. PROVIDE 1/2"COX PLYWOOD @ EXTERIOR WALL AND 4"PERF DRAIN TILE owa. BLOCKING
<br /> 1 FACE ONLY AS SHEAR WALL.
<br /> 3. PROVIDE 81 @ 6 INCHES 0.C. @ ALLPLYWOOU PANEL EDGES(BLOCKED) AISIli - NEW EXTERIOR WALL
<br /> AND 861 @ 12 INCHES O,C. IN FIELD. IFY.1
<br /> 4. AT EACH SHEAR WALL END,CONTRACTOR SHALL PROVIDE DOUBLE STUDS cpECT1ON Th ,ti rri .. 41)Foan NG DE I L - EXISTING VE T 'L
<br /> AND ONE HOLD DOWN (HPAHDD 2)TO CONCRETE WALL. SCALE: 1/41 = 1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4" =1'-0"
<br /> HOLD DOWNS ARE DESIGNATED ON PLAN AS HP.
<br /> _ VINYL SIDING OVER
<br /> (-j y� ° 1L.E- SIDING/SHEATHING OVER
<br /> (2)2x5 4 :.� 2x5
<br /> HEADER,TYP _ EDGE BEAMDIdNI � Y . -� ,xe 1 2 x mop STUD FRAMING
<br /> — 10
<br /> %� ` GALV SI-EETMETAL FLASHING
<br /> 5.E ARCH RIM JOIST
<br /> ,„
<br /> '�`e,_ y ® � ®�� ® ®� FIT t'PER EDGE BEHIND SIDING
<br /> 7 \t/
<br /> _1 r-1 ------- —
<br /> — , so,
<br /> ' 5/ T&G y t I 3/� T&G FLOOR II\ ASPHALT SHINGLES
<br /> - — ROOF SHEATHING I i t- { i
<br /> 11
<br /> SHEATHING
<br /> I t I I 11 BASE MEMBRANE
<br /> fl ti� _-----�� 11 ' t 1 I I
<br /> /:1117H6)
<br /> 2 x 8 ROOF FRAMING I F x 10 ING C / 1 I
<br /> �� �� @ 24"O.C.,TYP i I I FRAMING 1`x A G. 12-01
<br /> I I PLYWOOD
<br /> ��� /� t�s7ol.lrvsses to be designed
<br /> lit
<br /> i � � � I � �
<br /> ar db a I Il IIF' 1
<br /> ER
<br /> • -�nd=dlawtrtcJs Prep e Y I
<br /> 5Y+' 2x8RQQF arri-li`rA r- Q i krx �� I i RIDGEMEMB
<br /> FRAMING 24"O.C. NEW WALL I I C' E VENT �:: I 2 x&LEDGER
<br /> I I I �.-- AFx:'--( ::►. t
<br /> I ''� - '; I NOTE: AT EXISTING,CAREFULLY DETACH VINYL SIDING AND CL�'TRACKS AS REQUIRED,
<br /> FRAMING BIELOW I I re 1,.s1 P.*Nad t
<br /> GIRDER(ROOF)TRUSS (2)2 x B 1 I � , I �•� 1 1 TORUN FLASHING BEHIND SAME AS INDICATED. REINSTALL VINYL ASSEMBLY.
<br /> , • HEADER 11 (2)2 x 8 }-�
<br /> ._ I 11 HEADER,TYP I
<br /> 1 I I I I I ` CONCRETE FOOTING
<br /> (3)2 x 10 FLOOR BEAM .• • i i I I I I
<br /> 4 x 6 WOOD
<br /> s; ,� Cx 6 N IN i i I I i 1 WALL FRAMING ABOVE LOW I`�. WALL
<br /> COLUMN IN WALL ' • Tom• 5515155551
<br /> I COLUMN IN WALL ± I I I III I410n I r� r a i t r r r I rt I I I i I t CONCRETE STEM WALL SCALE :3/4" =1'-0"
<br /> I ' 1 ! I —
<br /> lii
<br /> i 1—
<br /> NEW SECOND FLOOR LEDGER
<br /> EXTERIOR WALL FRAMING -
<br /> F
<br /> ---\)
<br /> C7VER FRAME NEW(3)2 X 12 BEAM 4x�F'WOQp '/
<br /> NEW ROOF ON @EX1611 NCB WOOF ABOVE. COLUMN IN WALL WH 2'111/2CO
<br /> WH
<br /> EXISTING ROOF q x 4 WOODI HEADER ( /i` ', rl J /f
<br /> —A—
<br /> , ��//
<br /> COLUMN IN WALL I 5ELON
<br /> LEDGER APIF r/ '
<br /> /
<br /> NEW WALL FRAMING if
<br /> @SECOND FLOOR4
<br /> v 41.
<br /> . Ei 571\m / .., \ El A 2,. , „
<br /> 2
<br /> 1 I r.r )--
<br /> LJ
<br /> r k k V�°- - --•l I --�����JJII 11
<br /> -----o O - 41 1 , 1 f I I o O
<br /> / 2 DN o--- ® ,///////, ////f. `� �_ DN r O O I o
<br /> 7m
<br /> -, , / _ _______/ (1 I , - 1 1---T—I-1-1. I
<br /> - ° vaezvEz / ° EXHAUST --- ---
<br /> I
<br /> UP UP
<br /> I I / =-
<br /> / 1 1\i-S.
<br /> 1 - — V//// . './, .411 '
<br /> i
<br /> 4 I --- I-_ I I I I I I - 1 _ T—�_ 11 __ � I. I
<br /> SECOND FLOOR PLAN ROOF BEL0 FIRST LOOR PLA
<br /> SCALE: 1/4' =1'- SCALE: 114" = 1'-0" 0
<br /> 6,0149
<br /> i V-70.1,4_
<br /> 4/4,,`,, SHEET ,�
<br /> GRANDviEw ApARTmENTs MI= GENERAL impRo vEmENTs STICKN )1 URPHY ROMINE
<br /> M ..
<br /> TYPE FX
<br /> Nj
<br /> '':.s,c5 'i 444 :4 ' l ' ' C -.:� � ;a
<br /> FRANK G. STICKNEY o RONALD F. MURPMY o MICHAEL W.ROMINE, ARCHITECTS PLLC :.t om fi 11777 ✓q , DATE OCTODER 27,1997 F-Xf5
<br /> Gt 7T s .� DRAWN BY:
<br /> FOR THE HOUSING AUTHORITY OF THE CITY O F E VERETT 911 WESTERN AVENUE, SUITE 200, SEATTLE, WASHINGTON 98104 o (206)623-1104 VMA
<br /> 4- ONAt CHECKED: OF 12 SHEETS
<br /> _ ... ...: -. -. .. - :. .. ... ...L_-__ ., _._. -..: _-fig- ....:. _ -...- .-_._ -._� __..__ —_ _... .. _a _F s.__ - -.- -.,. _ _ .. _ ._ -. _L'.:: 1 - '� .. y 'ti
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