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HomeMy WebLinkAboutPermit D02-030 - LABELLARTE RESIDENCE - LOT 4 - NEW HOUSE P '{:0�1SIJ1l6 4 IP Abbreviations TEMPERED GLASS A.r ".F. I 1f FINISH FLOOR T&C TONGUE & GROOVE A.B. ANCHOR BOLT T.O.S. TOP Of SLAB ' ; ABV ABOVE T.O.P. TOP OF PLATE AWN ADDITION T.O.W. TOP OF WALL PROJECT: SINGLE FAMILY RESIDENCE : ADD'L ADDITIONAL TYP TYPICAL 4802 S RYAN WAY BMW BELOW VERT �r ERTICAL TUKWILA. WA BMS 1 _ BEAMS V.T.O. VENT TO OUTSIDE OWNER: PAUL LABELLARTE BM BEAM 1 V.8 VAPOR BARRIER 4819 4;TH AVE. SW BOT BOTTOM 1 V.G. VENEER GRADE \ SEATTLE. WA 98116 B.S.B.L. BUILDING SETBACK LINE V.C.T. VINYL COMP. TILE I (206) 938 -26!7 CB CATCH BASIN W/G WASHER / DRYER ! S VICTOR ST CONTACT: PAUL LABELLARTE CONC CONCRETE W.F. Wort FLANGE BEAM I ARCHITECT /AGENT: MARK TRAVERS ARCHI"ECTS CONTIN CONTINUOUS W.W.F. WELDED WIRE FABRIC 231 E PIKE ST COMP COMPOSITE w/ WITH SEA' _E. WA '8122 CAB CABINET I (20: 763 -8496 CLG CEILING S. RYAN ST CON Cl: MARK TRA4ERS CLR CLEAR -- _ `; COL COLUMN I o SCOPE OF WORK: CC; . RUCTION OF SFR ON EXISTING VACANT Stamp of Record _ i v I c. z LOT ../ (2)CAR ATTACHED GARAGE C.J. CONTROL JOI CPT CARPET JOINT T <! �'p I a_ J _ i I - z FILE COPY L CER CERAMIC i "' I CONSTRUCTION TYPE: V- t; t understand } , Q s 1.1 O +C.50 that the Plan Check apFro are CONTR CONTRACTOR _ � / Q + 0 0 +0.00' ZONE: R - E subject to errors and cm.ssiors and app_ . 31 of SLOPE 2% OCC UPANCY: R- U -1 plans does not authorize the viola*.icn o ' a D.O. DUPLICATE OTHER �, f- GARAGE F.F. ELEV I - _ LOPE 2% adopted code or ordnance. Receipt of ; -- DISP DISPOSAL p - 2.00' -1.50'7 S�oP MPX TYPE OF HEAT: GAS EATING tractor's cc :y of app--_-.----. clans ackno% 'e:,ged. DN DOWN SITE _ APPLICABLE CODES: 199. UBC �I SITE D.F. DRINKING FOUNTAIN 5 ' -0 ., 199 UMC By • f— " - _ 5' -0" _ = 149 - UPC � � DS DOWNSPOUT ^3 • 1W-4A: DW DISHWASHER 1 / f 199 WSFC Date. EA EACH Symbols `� S. 107TH ST , 20 -0" SIDEWALK , ASPHALT 199; NSIAO P ermit No. � _ WAC -1.30 (CH. 11 U Mark Travers ELEV ELEVATION Al SECTION EQ EQUAL s- Architect, AIA EQUIP EQUIPMENT k z WALL SECTION Vicinity Plan G Drivewa Sloe Section Pro ect Inrm lio ( Scale 1/4• = EOUIV EQUIVALENT tY J DETAIL I fo _nt ' EXIST EXISTING 1 -0 POINT ELEVATION 11 -o :hs Department for conformance .�,tu EXT EXTERIOR NORTH FDN FOUNDATION City standards. hich Acceptance is subject to errors and ,,. .,,.: EXISTING CONTOUP a :nissions w do zot authorize violations of �� TO BE REMOVED dopted standards or ordinances• The responsibility F.D. FLOOR DRAIN ,,.,.. EXISTING CONTOUR for the adequacy of the design t rests totally with the F.E. FIRE EXTINGUISHER �� TO BE REMAIN design ,er. Additions, deletions or r evisions to th , : -. Tel 206 - 763-8496 FTC, FOOTING � ° " draR °ings after thi d will id this acceptance �; FT _�� NEW CONTOUR wire a resubmittof revise dra�cings S Fax: FURN FURNACE 206 -328 -3238 and will re nt app Seattle Street x DOOR (EXISTING) for subsea rovaL F.F.E. FINISH FLOOR ELEV O l b • F.F. FINISH FLOOR es or. : x DOOR (NEW) Final acceptance is subtect field inspec � the Pu blic a e rks uuhv F.P. FIREPLACE O FIN FINAL © WINDOW (EXISTING) � 'N N I F.O.S. FACE OF STUD WINDOW (NEW) _ -{ / \ F.O.W. _ FACE OF WALL I \ I \ \ / GA GAGE SHEAR WALL PER SCHED. \ \ \ \ / GALV GALVANIZED ® SD SMOKE DETECTOR \ 1 \ l Rh5 ' 2C PR, UTILITY GR RA I Mx1 MECH. FIXTURE 1 G N 1 PUBLIC SAT R DE PER SCHED. ��' Ef :EMENT GLB GLU LAM BEAM \ E UBL C E N Er EMENT - \ GWB GYPSUM WALLBOARD Ex PER SCHED. ELECT. FIXTURE I \ � � � ' GYP GYPSUM ® CB CATCH BASIN I \ N HARDWOOD SOLID BLOCKING \ HDWD °' � � , ` T _ I EXISTING TRACT A ":, Cam' 13 HORIZ HORIZONTAL — - TO FOUND. BELOW N ` N r SIDEWALK �s4 �� O IRON � ,_ 1 Pg a >, xkr;i. Px PLUMBING FIXTURE I • E::+ ' ". 5 µ•�., ,;. ,V H.W. HOT WATER PER SCHED. \ � INSUL INSULATION e�nntcr+uNEe MATCH LINE I - • ° _ ' LONGIT LONGITUDINAL I � � � � _ � � '�- !C 50 \ LOT 3 � � � � EXISTING 1 -0" MAX MAXIMUM i IVATir: � CFM / A EXHAUST FAN I / / �� � CU CUT / MIN MINIMUM EXIT � � • IONV O �• �� Tt,`+rY�ltJi CIED K EXIT SIGN I \/ / S ' � I- `� - J� per :EO / \ Q 5 0 ..x1. - 6., \� t � `o� f MANUF MANUFACTURER -- r F .D. FLOOR DRAIN I I / - - ---_._ H PRIVATE ILIT �. �'• X14 O.H. & FIREP CE - '` GEC 25 ��� (f) EASEME 6� a GUTTER TYP. -- �. , � � MEC MECHANICAL � � �! N _ M. H. MAN HOLE �Z` .I� f60.5' + 164 / �/ -- F.E. FIRE EXT. 1 _ -r :Y N0. NUMBER �)� ��� EXIST f R ",. ll'EL,14 GR LOT 4 OD m o/ OVER S OP / t - ,, 0 d - f-- o.c. ON CENTER TAX: I.D. I r � €. t � o / PERF PERFORATED -- � a, �/ d A� ! % iG i , 3 !i I 1/ ) a ' 0 • ; �1 ;; G , , 'f � :` t� a � 1 c of Tu max, .. �v 7 / GAL DESCRIPTION: 1 � I "; i x , < < U , -��.,; " KW t r .: n 7 j PLYWD PLYWOOD I I � / ti r r � xi µ { , � I � ` / m ., ; LOT 4, S P L97 -0076 ,, ., � r ,,r,�� , s , ; � .� „�� ,�t. r� ,. � � -0 }� �� , , a Ft 12 2003 Drawn: FS ■ / �ti y n , � ayh r �, ; 7 Q Checked: '�oMTT PROP PROPERTY �F :,± 1 , � ,, .' ;$� ' I ,. . .. , 4 ' P y / --� t � J .., �"�i.. - , : -Q ,. ,r p Q < ERMIT C ENTER 0k5SED S R W/t t �� r , 7 -0 x 1 - 6/ ti co� PSD PUBLIC STORM DRAIN Legal Description / rt 4 M Q. ,. s 1; WINDW /�' , / I / I r i . - - - rtE .,, ,, �r,�..t -, g �', , [BAY WND W '. l P.T. PRESSURE TREATED � � 1 0 „,;v . %�: - Date: 3/28/02 R A RETURN AIR I / � DECK j : . ' . R ' ' ,#�z V '. e ® COf ;C. / / 4 Q e n r / / I • .FFE +164.00 o I , I 'WAY Submittal I Re vsio ns REF REIFORCING N V � • REF REFRIGERATOR W � / z ;, • ' ���'�,� � r. � �s k a �;� � ,,. � ��1 ` r j 164.0 9 _- ._ _ xisTi GR. 29 RESID RESIDENCE Z �Y . REO'0 REQUIRED J _ _ XIST. GR. �a 4 - REO'TS REQUIREMENTS a I �S \ 4, - 0„x 1. - 0" �' — 7 c �,� RET'G RETAINING a I � � \ /S ARDEN WINDOW J�, - Xc- ��� Q� BUILDING AREA: 1620 SF SPECS SPECIFICATIONS - _ _ _ _ _ _ _ _ _ _ _ - LOT AREA: 6560 SF - - - _ _ _ �. - o SIM SIMILAR . LOT COVERAGE: 24.7% / S �c PRbP. LINE 134.61' 2 4'_p' - _ CO? S.S. SANITARY SEWER - `� �vV _1 SCHED SCHEDULE \ \ • S.D. SMOKE DETECTOR _ � Calculations PI n � V ''' 111 � S/A SUPPLY AIR Project Site a 1 � 1 STRUCT STRUCTURAL Scale: r=10'-0" ■' -` VP NORTH Al , ` r v I • M , • 4 , %. it t ' -- f 15 -0" f I I 1 I DECK Stamp of lieoord o _ - H 31 0 " , -f 30' - 0" f 00 11 I NOTE: 1 4' -6" 6' -0" 10' -6" 5' - 4' - ALL FIRST FLOOR WINDOWS TO 3' -6" 6' -0" 11' -6" 5' -0" 4' -0" I I I I HAVE SECURITY LOCKS, TYP. I I I I ® ', ' 6 6 SLIDER ! 1 Jj El : ' ' 1, w , cn o � o co REC. ROOM I oo BEDROOM 4 1 ' MASTER BEDROO °n B EDROOM 2 C Mill ° 1 I i �. I �, Mark Travers -� I • SD I C ; I G � ' _ ' Architect, ALA A3 ' ®SD T I VP . „, ,\\., -. 668 -,- N I cv "-r, „ s ,' , a I I i r � o - r ° � � 2 6 D u, r i 2 ¢` 1 I , . ._ e r 37 11 ' - O ' � , 4' -0” f _____;, 12' -5 - i �,�accE � - ' I Imo , `'' 4° 6 B.F. L ;S D -- S D , el: 206-ass I I D „ _ I I ' Vt,1 ' ■ 1 BEDROOM 3 r - 5 E - 328 -3 eet ' gi Xs w i STUDY °; - - - — °_ ' -6 4 -6 e t w cc I o : WA 98122 I _8. - -F� 1 �' ' t +� / i6 ter N cp '�� o J ,- _ , r 1 u - ) 1 k ASFORik:;_°t.' e I BATH B . cry - 6 - ° co 5 `o 2 n �KyCiCHT _ 1 �� �� , .T i � 1 I I (W4 I USABLE SPACE -a �, _ �,, =% 11110111115 . - - - -y a= =y r / I R MI ■ -_D— W Silk- �18 x24' •` _ I I M. BATH \ Q?; BATH f -_, _. L o; ¢,, - o V I o ® 50 Sao � 5D ®SD DN . ,1 — -t ° j I _ }ACC . , i cFM i i h NCR' �J� � ° ° C ° i 100 kl - c) L E Q. ��� = €Q_ ` I 1 �' L ,{ ,l_h �r 1 36" WALL M �' � N 5' -0 N 5' -0" R_ f _ ^ f. t t 2 ::1:`-! 1 `d' W2 2 8 68 j ' W �... �' 4' - _ 7' -0" 3' -10 0 •�--0 20 MIN. DOOR (. _ I v) I IIII o � - - S r ��` � ` '% J W/ CLOSER & ,. l � FURN. / UP _ � �= _ `� REF. � � ,��,� ......• ® ENTRY 1 ` 100 CFM I - I DEADBOLT / . O SD ® I - 71 ai 1 0 " - N. L V.T.O. I I J (1) 12 ' TREAD (MIN --- SEISMIC STRAP „ „ „ z Imo KITCHEN 4 "MAX. 8" RISE --' MIN. +18 PER UBC -2 3 -0 f, f 3 -0 f = w o ° - 1 PLATFORM 2326.1 i .3 _ I c- p ia o LSKYLIGHT 1 \ LIVING !C 0 _ _ GARAGE - - - - - -- -- -- - K, -- -- - A s ® - CD 11 -0" 6x6 —' C..' '' — — — — — ° t I1 U.L. LISTED FIREPLACE I U) I 1 COL. "' W/ CERAMIC TILE '� � _ `" oI a, [/ I HEARTH ;r, - MIN. 26 GA. DUCTS IN GARAGE, TYP. - — 8 -p 4 -p OPT. BRICK " " 1$ -0 __ * CITY .,, N TUKW1 I— El — — — — — VENEER O � (W3 ° i .� - — CONC. J � ,r I "r J 20C? ,. _ - N = 1 f s FZ 5 8 6 SLIDER 1 W3 I PERMIT CENTER / 8 TYPE GWB � ° DINING C3 I �' ' AT ALL WALL - PAT , CEILING, I _ Checiced: MTT f F ', BEAMS & COL, TYP. Q o ' : , Nj o DECK ELASTOMERIC i 1 A r I`t $° I 8° 7° O.H.D. 8° 7° O.H.D. (n GUA+36' lo RDRAIL Date: 01/22/02 r______. lw1( l r ild —, --Nr• 4. , __, ,,, ,.) -..\ C ° Submittal / Revision 2, -9„ 8 , -p „ „ 8 , -0 „ 2, -9„ NOTES: '� _ 1 - .� --/ ---/ ! / / 1. ALL EXTERIOR DOORS I � --- -6 , -6 ,, 3 , -0 „ � 3 , „ -0 $ , - 6, -0” 22' -0" + 8' - (OPAQUE) TO BE 0.33 Uo MIN. 3 ' -0 4, -0„ ,, ,r f / - 3 0 �'` X W/ DEADBOLT W/ MIN. 1/2 I I I I THROW 13 -0 17'-0" - 30' -0 1 2. ALL SMOKE DETECTORS TO 1 + 30' -0" r' -6" BE 110V INTERCONNECTED W/ BATTERY BACKUP - LIVING 957 SF I First Floor Plan GARAGE 447 SF 41166.IN 3. SEE SHEET A4 FOR Second Floor Plan DECK 1 102 SF \ DECK 96 SF SHEARWALL NOTES & SCHEDULE $Cale: 1/4' =1'-0" Scale: 1/4"=V-0" ./ NORTH NORTH A2 . . • , �...�._ ...mot... �. , w .- .:,.....�,,p, m.:..�,�„ - �,� , ,. ". . �. , n.— . • 1 F� 0111.1111111 '.; UL-USTED SKYLIGHT 4' -0' MAX. SPAN 0.030 LAMINATED CONTINUOUS INTERLAYER N RIDGE VENT --. Window Schedule nPE FLASHING -- ' \ ' 1 --- ROOFING SYMBOL . MANUFACTURER SIZE (R.O.) OuANTITY ! T_GA(S.F.) Uo REMARKS MILGARD 920 2 -0" x 3 -6" " FIXED 1 7 ! 0.65 TEMP_ GLASS _ - __ .----4--/ . _ ,— W000 CANT B 8' -0 x 6 -8 I SLGD __- 1 " 53.36 TEMP. GIASS I . t II • <.> � 2 1' -6" x 4' -0" FIXED 2 12 " I TYPICAL EXTERIOR 7 }-- D 3' -0 x 4' -0 FIXED 1 12 1 ; _ --- ! t WALL CONSTRUCTION: x 6 SLGD , . ' WOOD SIDING . slit. Q Mr 6' -0" ' -8" 1 I 1 40.02 TEMP. GLASS r f 15# BUILDING FELT - L J O 5' -0" x 4' - 0" SLIDER 1 100 I 3 EXT. PLYWOOD 6' -0" x 4' -0" SLIDER 1 24 — I R -19 INSUL. _ !MASTER BEDROOM [BEDROOM 2 o l 2x6 STUDS ® 24" O.C. - © 4' -0" x 4' -0 SLIDER 2 I 32 TEMP. GLASS - OD G.W.B. G_w.B_ _ - - - -- -- _ -- O ' 8' -0" x 4'-0" i SLIDER 1 32 " 1 0 Typ. Skylight Detail TYPICAL INTERIOR I I � d Scale: 3/4" = 1'-0• J " 3 - 0 " x 5' - 0" FIXED 1 15 TEMP. GLASS 2x4 STUDS © 24" O.C. - 4...\ K 4' - x 3' -6" GARDEN I i 29 0.68 TEMP. GLASS Y2" G.W.B. EA_ SIDE �� O 1 " 2' - x 4' -0" ; SKYLIGHT 1 8 0 - - -R - : : - - 1 - � REC ROOM o BEDROOM 4 M I " ( 2' -0" x 2' - 0" SKYLI;:HT 2 8 ° ' ' (3) 16d NAILS @ EA. I = OPTION IV (FER CH_ 11, WSEC) TOTAL = 372.4 / 2330 SF UVING AREA TRUSS :, , , - - _ IV o 6 MIN. �'.� �`r-, . t - 15.98 GLAZING ! rn 1. . . . , , - - ` - R -1 DGE FLASHING i. ■►v' N C RAWLSPACE J 1r ' - — — 18" CLR, MIN, BETWEEN GROUND AND LOWEST Y. METAL GUTTER - I FRAMING MEMBER, TYP. \ L��.. ROOF TRUSS PER ROOF TRUSS MFG Building Section B -B STAMP OF APPROVAL scale: 1/4"=14r >": ,. { 2x6 FACIA - R -30 INSUL. ' Tel: 206.7538496 2 x BLOCKING w/ (2) Fax 206 328.3238 ki 2315 East Pike Street 1Y2" SCREENED HOLES W4 98122 i © EA. TRUSS BAY - \ ,, ; •- I © Eave Typical scale: 3/4• = 1'-0• 4 4 BARS MEI C ONN. TOP 4" CONC. SLAB W/ & BOT. -- , - _ - 1 „ I [ 6x6_10o WWM. (TYP.) 12 STEEL #4 BAR ---,,l'---, — Footing /Slab Edge II-' r WALL HT. VERT. HORIZ. © Scale: 3/4" 1-0" IL (4) #4 \ 2' .�..+ ( ) # BARS 18" O.C. 18" O.C. CONTIN. - ! 1 ' -4" 3' „ 4' 17 10 O.C. ; f. / .1 g' * �, ,; 4" CONC. SLAB W/ 0 / 6x6 - %0 WWM. (TYP.) Shear Wall Footing cu 12 * W/ STEEL CORNER scale: 3/4 " =1'-0' !' \ 4 OVERLAP 1'-6" � C x 7 MI EMBED 2 ��� 9 slm ' . —R -30 \ -.W'' CO — .�: 2L_ 1 Z5 Q i! — 12 r PAR f` 3 ',� -u . — ANCHOR BOLT © "�, 1:`,\N t`r'�� I I _ -,, /` 4' -0" 0.C. EMBED 7" MIN, \ - -- 0'�'�� _ Y Lr - � ' (4) #4 BARS i 12 >, -_ - 2x6 P.T. PLATE ASSUMES / — -, RECEIVED KITCHEN LIVING = CONTIN. I NO SURCHARGE CITY OF TUKWILA (~- \ - _ A , i f - / ,, Footing /Slab (r - 0 scale: 3/a• =1'-0" PERMIT CENTER -R- 1 9 / prawn Checked. FINISH GRADE z f I ♦ 4, I _ -(2) #4 TOP REBAR L 1 ,; ■ 4" DOWNSPOUT „ \ \ BEAM Date: 01/22/02 - -R -19 TIGHTLINE I #4 VERT. REINF. Y2 AIRSPACE @ / .:,- 7 Z TOP, SIDES Sc [GARAGE R -19 ° a ° - WATERPROOFING END 2x6 CLEATS EA. SIDE -\ , - Submittal ! Reviskxtls Z _ 4 CONT. PERF. \�,, . f . , z l = 2)a r { iAt�b F OOTING DRAIN o „ -- t� — POST a \ w/ 16" OF ,° - HORIZ. STEEL z GRAVEL AROUND .9' ,--.' @ C BEAM ,i' / _ 90 FELT \ " _ � � \ 6 MIL. V.B. FELT @ PROVIDE 90# N / „ „ r. --� 5--- +- (2) #4 REINF. ---� ■ - "` h 0x3 DRIFT PIN R -10 RIGID �� R -19 � . , I I CONT. - I I , BEARING I 3 3 CONC FOOTI INSUL. ' 1 r' "1 UNDISTURBED `/' �'' ' V.B. PER PLA U SOIL ( 1 -0` ' . `� _ N. dr b z , 0 3 0 Building Section A -A Footing/Wall Beam Pocket, Typ. a Post & Beam, Typ. Scale: 1/4 " =1'-0• O Scale: 3/4" =1'-0' Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" A 3 . _. . . . , . . I 4 I 1 • " ....._ .. Ho 'down Schedule Shear Wall Schedule Diaphragm Schedule _ °swam if Of bons or Anchor Bolt Sheathing Attachment (1) VA-Rated Sheating Blockng . Shear Cop. ElIck'g Roof/Floor To Wall (2) 1 Plate Nailing Location i Boundary hailing- Edge Nailing Field Nailing . • -. •,. , Notes Type Studs Nails to (Dia. x Embed) or hall ' _ - Anztior Bolting : Shear Cap. (Panel Thickness) , min zx req d) . t Req d Studs (1X3) 1 Threaded Rod Dia. /136 , Eoge Nail ; Field Nail i Re<id ( (8ocking _ Connectors) I At Foundation (4) GAO - i - ---- - - -- ' - T - --lr- ,- oc - - - , - . Roof t 1/2' VA-Rated Sheating 240 Ext i 8d08 , 8406 8 . 4101z .. No 139 l (2) STHD10 (Simpson) 2 28-10d Eil 6" o.c. , 2 0.c. - Yes I 1-16d06 o.c. or A35024 16d06 5/8 Embed 0 48 213 ---4.- t ; - - - ---1--- i ---- Floors (Typicol) 113/32 APA-Rated Sturd-l-Floor 48 1 10d06 I 10d06o.c. 11;k1010 No 164 1 (1) PHD23 Holdown (Simpson) 2 24-SOS 1/4x3 Screws 7/8" Dia. x 18 F 4 0.c. - 2 o.c. 1 Yes I 1-16d04"o.c. or A35016 16d04 ' 5/8 Embed 0 40 312 -- . /.I/7% (A+, Blocking) ' '3/3? APA Sturd 4?: - ?- 1 - * 1 1 0,11)4 - ':' 7 1 1 `...eF.".: -- l'.',, Cr:, c yes 349 CS16 (Simpson) (L=45) i 1 28 ■ R31 3' o.c. : 2" o.c. i Yes : 1 or A35012 16d03 15/80x7" Embed 0 30 . 402 - -- - - - - - _ _ _ 4 i __ DIAPHRAGM NOTES: - 1 __ 4 is-,,,_;_,s_,.. : F •• 4 . . 's I - . - •• . - I .! - ''' (see 2 -t - = ' ' o r I V0 ' l'.3.t : ' 2-16d05"o c • 5/8":," E-t,-;: '_ f g '_ 4 - - : i 523 I . Provide minimum 1-) i" nail penetration in framing. 2--)6" long x 0.148" dio. ring shank nails may be substituted for 10d common nails. ., ._ ' , 2. Provide minimum 1-ii nail penetration in framin4 9. 2" long x C 131 dia. ring shank nails may be substituted for 8d common nails. HOLDOWN NOTES: 3. Contractor may wish to tighten nail spacing to 3 panel and 5" field in order to reduce potential for floor squeeks. 1. Connection is to studs above and beIow floor level where applicable. Refer NOTE: SH WWII NOTES: this sheet for typical holdown and strap details. 1. Provide panel edge nail;ng at panel edges and holdown/strapped posts or studs. 2. Place half cf the straps each side of studs or where noted in schedule SHEARWALL CONSTRUCTION TO BE I )i2" ' 2. (2) 16d min per block above. APA- RATED SHEATING(1-SIDE)w/8d 3. All panel edges to be backed w/2x nominal width framing u.n.o. 3. Shear wall sheathing shall be edge nailed to each stud or post connecting COMMON NAILS w/HOLDOWNS & 4. Refer to holdown schedule this sheet for additional anchor bolts req'cl. holdowns. BLOCKING PER PLANS & SCHEDULES 5. Nails shall be staggered. Provide 3x studs or 4x post at interior panel edges. UNLESS OTHERWISE NOTED, TYP. (Shear Wall W4 ONLY) 4x4 POST w/ CB44 NOTES: ON 2'-0" SQx8"D CONC. PAD w/(2)#4 BARS EA. WAY 1. PLATE WASHERS @ ALL ANCHOR BOLTS SHALL BE TYP. (3) LOCATIONS 2"X2"X3/16" THICK AND SHALL BE USED ON EACH nwm......11 \ BOLT. THERE SHALL BE A MINIMUM OF (2) BOLTS PER 1 7 4, - - 7_ -. \ 7 . - - - - PIECE. ANCHOR BOLTS SHALL BE LOCATED NO MORE iiiir - THAN 12" FROM THE END OF A PIECE OF PLATE OR L_ ,...... : ........... ,T, 0/ 2. LESS THAN SEVEN BOLT DIAMETERS. J % x4 2. DECK LEDGER TO BE P.T. 4x10 w/ (2) 5 /8 0x6 LAG . BOLTS w/ WASHERS ©24"o.c. w/ JOIST w/ HANGERS 2 *] 1 2‘ 121 -5- -5- 0 0 \c & \ ® PAD & 4D , , , <5, , ,„. _ 6\........ 14 . .--c,cp ®1 , ,...... _ ___._ 4x10 , .... ..........4, 4x10 ® ..4........., .,......1.... 4x10 ,..4 i. .... 4x10 Marl: T7 6x6 POST ON I ,---, \- _\ .,_ LT _ _ _ - - - _1 _ 1 U , .._ ' i : i I i L\ . El 1 Arctkte 1 I I I CONC. PAD W/ CO C I I (24 EA. f -1 p P _ _____; , CRAWLSPACE 1 3 , 1 II 'Cc' n c: s_. - C , , i i . . COMMON TRUSSES I @ 240.C. IMF ) 4 BARS WAY _ - -,;,. :-,:.-;:- . _ -1: .. _ - . ';■ , - , , + el. 206-763-84% '-- co i I 4 - ' . - a II co x: 206-328-3238 'A 15 East Pike Stre ii et / '\'' (DI Fri WA 98122 6"x16" FDN I CRAWLSPACE ! -\(° .,17, I ! VENTS TYP. / 1 7 - ,t 0 2x10's © 160 C. - 0 2x10's @ 160.C. I (10) l 1 0 - ■ X 1 if 4 I I OCATIONS L --I ----1 _ t I ) L ' " 1 1 ‘ 1---- *Pink I , END, TYP. (2)LOC. I t 2x10 @ 16"0.C. 21 l ' Ili, ; , 7(1 Aglik -J- i alD 1 I : I 1/ , 1 . , - - - c D.\\ C 5`' IV i I Li -ligk 0 0 2x10 @ 160.C. N ' 4D i W4 I (2) 2x10 N. w . (i xio. 160.C. SKYLT En __\:75° -..11 .. n 1 --- - 1 SKYLT n d 1 \ I L 1 k ,„ (3) 2x12 ' I l i 5 1 c ) , - . 0 c 0 < . i . py CS16 STRAP csoc: : ) w/( NAILS EA (I' - .." . --- 2x10 TYP. STRINGERS, I I 1 a). o , C5\ _ I 4_ --- 7\ Z` r 11 CU S I 4/ 0 49 I 1 Allik . IV 0 \°' 1% / (2) 2x10 ,--, SCISSOR TRUSSES L ----- __ ____,__ _ I LOCATE JOIST @ 24"0.C. AO i W2 il e ) . ...1 t = 1.••••••••=••••••••• AT SHEAR WALL ( tiFc''' Ir., C 1 ' F ( ) \ I - - - - r - --- Q. - 7 - - 7 I s ' ' • \ \ I W2 I \ ' \ \ 1 .I % „, tAk 2 eL*1 >1 < iN c cs 3 - - -- co/ \ , . \v _ : 1 - I , 6 • , \ \ \ , LOCATE J I \ / \ J SHEAR WALL \ . , \ ' 0 4 s \ [ ' ‘ 2x1 , \ „ 0 160.C. .\\ • _,------- (/) c i ...._ 4° 2° I --, / il A6 \'' \ r `D'\ b X -§ .1. SKYLT. \ ) I NC) \ \ 2x10's '‘ \ ( ' 2x10s , ....NG / 5 ,.., DIAPHRAGM \ , , 11. ‘ /\ .1111 i \ , , - 1 ' 2x10 '-. 4 0, L_ ___ __J - BLOCKING - ' 6 '6 6 ,,q5j- ,-, --; . li PER \ 6" CRUSHED I L RECEIVED , f u ■ , OS < \ SCHEDULEA4 I - , -..- - co CITY OF TUKWILA ? cf, \ x ‘2x1(2; 4X10 . Checked: MTT i .• - PERMIT CENTER ! - \ 4D 4D 1 _ ,:!3:1.k'.0i11::'r-':;4' \ '\‘,.„. i c!, 1 , \ \ \ 1 \ \ 1w31 I - ROCK, TYP ON GRADE / W/ 6x6 1 , 2) 2x10 \ I , \ 2 2x10 Date: 3/28/02 , i . ... ........... •■• moomminumom I WWF Sc Pio _ Egi 7 ,c7 I 64- LINE OF g 0, c5-70 10's 111 x 16 ©"0.ct \ 4:f' \ ,`- c-) o / 6) 0 -6 '6' 40 AI c , 111/ C,) FLR. ABOVE .> o I 4- I StIbrnitta I ReViSkInS i l ji_ - Vfr r_ rc. \//4..awv 11 Y, .0 ,n1.1' i 140 , . ,o <2 0 IS` 0 C: I - .2x10s -,)< SOFFIT VENT (NI ^16b 1 I j\>?V‘- 46, , ' @ 1 6"0.C. I & INSUL. 2,. 1 , i• . 0 (N 4x12 I 1 ... 4x12 .. .„ iimsgr ." _ . . , .. _Ii Eg Iffl E - - 1 •\>\* -7, 7 BRACED WALL N 1..r • --- I BRACED WALL , . _ 7 "Iir 111111111111111121 ■ PANEL ABOVE ------' 1 L----z_l PANEL BELOW / - 1,1, 1:/// , ---- 6x 6 POST PER 1/A2 2'-0 CONC. PAD , Aft \ ---BRACED WALL PANEL ABOVE PER 1/A2 --/ fp fp ....., ,,, A fC70 S BRACED WALL PANEL \ DECK ABOVE COL. 4x10 2 x6's , BELOW -- WI (2)#4 BARS EA. WAY, \ IV PER 1/A2 A- l§24 O.C. TIP. (3) LOCATIONS " G o to " -LINE OF FLR ABOVE BELOW PER 1/A2 --I SOFFIT VENT & INSUL. ---) b 2 . Foundation/ First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Scale: 1/4"=1'-0" Scale: 1/4"=1'.0" Scale: 1/4"=1'4r 4 . . . . . _ .... . _ . . . ....___ .______. ,.._________ .. _. _. _......____ _ , . I . . • 4 * I -- . . 0 Stamp of Record 11:0 1 I 4 _ 1 I 01- - _ _ I II / . I '" - .... - ri \ . , 111111111. , I 0 I El 1 1 . I I 1 I I I I Mark Travers .. , Architect, AIA r _ : . I I I— ---1 I 1 1 I II 11 0 , 1 I <> I f 1 -* I 1 1 I 1 <> I -" - > j -..- - , --- •,-., '.:,,,;- - i . •-. 1 ,", -- .1:- 5 i- , :-?-.:!,: — II II -..1 I 1 I ._,..._. .. . _. ' +164.00' T ° : 6-3284238 :I A! /EXIST. GR. I I I 1 1 I . / I - I EXIST. GR \ ..,., -- EXIST./FIN GRADE +159.00 - +159.00' EXIST. GR \ - /EXIST. GR. --- EXIST./FIN GRADE .. ... ''' - •-: 1, ' - t ._ ..' \ South Elevation Ovest Elevation Scale: 1 /4*=1'-0' Scale: 1/4"=1'-0* ,.......,, "1 .40 . 0 110 CO .....1 ti?O `.......0 ' \ e.vi 1 f 3 1- a >+ IX? 'kk - , u Co - --- __ 7, ........1,74--- • ___ _ _ -- ' • ai _ - _ --- ----- r__ \----, - - IX ....- F--- - , - - ---- r _ — , - - r a : C ITY X Kw ILA , i i. <> .- .§ — -■ - — — <> 1 ,,, ----.- 4" M AX . <> -NC IE • _ HOLDOWNS PER 1 c I rn - -drie- I -( 1 : k FRAMING DWGS & I A -F 1 _ . ,.. . tiP , 2 1; i : _J L_ ' ,-- t C- 1 SCHEDULES I \ PERMIT CENTER I 1 OUTLET _ . . _. \__. — DIRECT VENT I <> . , Lc) Jr: ' I SEE SHEET A4/A6 I I L- 10 o TYP. I I - I I I I i I _1 c., Drawn: • , : P • , . I 1 —I ____I ___1 L 11 a_ o 1— — 11 I i j i 1 II Checked: MIT _ N 7r7 v) 1 :, I- •-,___ cn I ffi I • I I —I -4 I I I I :>`' I 1 I I I ., . • Date: 01/23/02 m i / <> IPW - i--- a 00 LI; _ + 160.00' +164.00' +160.00' \ I ; N N FIN. GR. - (.0 . I EXIST. GR. , ‘ FIN. GR. Submittal I RecruZ 11,111WIMATIMkt.- 1 1 — -N' 1 .. . \ I N — GRADE . I +160.25' , EXIST. GR EXIST./FIN . -- -- EXIST./FIN GRADE 4 , ro D 4..... North Elevation East Elevation ___________________ Scale: 1/4".1'-0" Scale: 1/4".1'-0" A 5 .. . . . .. ... _ . I. , . ., . I. . 4 4 4 0 ' _ -k ..-•---- PHD TYPE - H HOLDOZN PER PLAN AND SCHEDULE SHEAR WALL - - PLATE TO BLOCKING SHEATHING & PER SPEAR ATTACHMENT PER /` WALL SCHEDULE PLAN AND / . I ,` v SCHEDULE t EDGE NAIING 09/14/2881 19:56 4258364377 PAGE 52 EXTEND HOEDOWN 7 l �I w/ ATR AS REO'D OPENING IN TOP OF FLOOR 1 i FLOOR WHERE - = F L J E I Joehnk Engineering, Inc. i OCCURS -� i str.,ec..rai En9,neenng DitLgn Sor,. :co EXTEND FTC WIDTH September 14. 2001 & DEPTH T O ATTACHMENT STRAP w EA. CONTINUOUS FLOOR JOIST ALL•DW HOEDOWN END PER A OVER WALL CLEARANCES PER Department or Design, Construction, and Land Use — MANUF SCHEDULE HOEDOWN JOIST TO TOP OF WALL CONNECTION PER HEAR i 710 2nd Avenue. Suite 200 c RECOMMENDATIONS PREFAB ROOF TRUSSES WALL SCHEDULE Stamp af R cad Seattle, Washington 98104 1 • Fa>< Note 7671 Ql ROOF TO WALL '1_- Attu: Mr. ILL Braggs / ATTACHMENT PER SHEAR Re: Cor ecion Notice dated 8-29-0: �, a� `� , , ! WALL SCHEDULE Typ. Wall Section -Tie Straps Per Holdown Schedule Standard Plan 718816 Holdown at Shear Wall 4 © Scale: 1 " -1'-0' JE] Project 2007 M ,_ 0 _r f Q TOP OF WALL PLATES • Stale. l'=t'1 Dear Mr. Braggy. _ . - - -- SHEAR WALL SHEATHING PANEL EDGE NAILING This letter is in response to the correction notice indicated above. Joehnk Ergineeri.tg, Inc. �-- (JLl) has ieviewe:d items 1 through 4, which dean with modifications to the approved building - SHEAR WALL SHEATHING department submittal. It appears that shear walls W3 and W4 are being required to meet PER PLAN AND SCHEDULE more stringent seismic requirement standards although the actual seismic design loads per the Wood Framing Notes structural calculatirns as submitted November 29, 2000 indicate that the load levels are far EXTERIOR WALL STUDS V SECOND FLOOR � -. /---- ADD'L BLOCKING less than those governed by wind in the direction for which these shear walls are intended to resist. In order to clarify the basis for the scheduled shear wall attachments at the foundation arl{ Travers t in the permitted building design. I am enclosin an addendum calculation page 19 indicating 1) REFERENCE STANDARDS: WOOD CONSTRUCTION SHALL CONFORM TO y '-- • CONT. RIM (TYP.) bow the anchor bolt spacing were deter- mined. JEI chose to utilize a more stringent wind CHAPTER 23 OF THE "UNIFORM BUILDING CODE ', AND ''THE TIMBER r It� AIA design criteria exposure "C'' over exposure `B" as the actual site location was unlmown an CONSTRUCTION MANUAL" and CONSTRUCTION THE AMERICAN INSTITUTE OF TIMBER � -- BLOCKING TO TOP WA;l PLATE CONN. ' ; 3 � residential build :rigs of 2 stories or less arc generally governed by wind in the direction wilt, CONSTRUCTION, AND THE 'NATIONAL DESIGN SPECIFICATION FOR Ext. Wall Section Parallel w/ Roof Truss _ PER SHEAR WALL SCHEDULE (TYP.) 4 . = 'N the largest projected area when the building plan aspect ratio is rectangular as is the case with this building WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS scale: 1' =1'-0• i I believe that after your further review of the accompanying ASSOCIATION. -- SHEAR H WALL SHEATHING PER SHEAR WALL SCHEDULE panying calculation page 19 and the �� design intent of footnote 3 under]. able 23-11-1 -1 that you will consider rescinding the : t: 2) T I MBER CONNECTORS: SHALL BE SIMPSON OR EQUIVALENT PER SIZE — � - PLATE TO BLOCKING PER SHEAR WALL `, { requirements under items 1. 3, and 4 imposed on the correction notice indicated above. If SHOWN IN DETAILS AND SCHEDULES. SCHEDULE (TYP.) you have questions or require further clarification regarding the above, please feel free to .T : 206 contact me. 3) ® INDICATES SHEAR WALL MARK SHEATHED WITH APA -RATED PANEL EDGE NAILING (TYP.) ' . Fax 206-328-3238 Sincerely, STRUCTURAL I OR II SHEATHING EXT ON SIDE OF WALL WITH SHEAR 2315 East Pike street a WALL MARK BLOCKED AND ATTACHED PER SHEAR WALL SCHEDULE. CONT. RIM PT PLATE FOUNDATION TIEDOWN Fax: ,wA 98222 7 FIRST FLOOR tt " z 4) TIEDOWN MARKS SHOWN ON ROOF PLAN ARE LOCATED AT BASE OF 'L ' John Jo�ttnt;, P.E. WALL AT 2ND FLOOR. TIEDOWN MARKS SHOWN ON SECOND FLOOR PER PLAN 1 \ Joehnk Engineering, Inc. PLAN ARE LOCATED AT BASE OF WALL ON FIRST FLOOR- "NR" CONC. STEM WALL W/ SHEAR WALL End: INDICATES NOT REQUIRED. _. I TIEDOWN (NOT SHOWN FOR CLARITY) REFER OTHER DETAILS FOR INFO NOT SHOWN �'�` Addendum Structural Calculation p. 19 September 14, 2001 5) REFER DIAPHRAGM SCHEDULE FOR THICKNESS, TYPE, AND OR INDICATED ANCHOR BOLTS PER SHEAR WALL ATTACHMENT OF APA -RATED FLOOR SHEATHING. SCHEDULE (TYP.) 9513 218th Ave NE, Redmond, WA 98053 Phone /Fax 425 - 836-4377 Ny :1 < •'_'�_: 5:: vLSt,j643 /t r,sx el. 1 J �\ - -- — ' PROJECT NO. __ -__ , �7 L �' ' JOEHNK ENGINEERING, INC. PROJECT NAM . Tb• SG ' PPAlT__ : Structural Engineering Design Service ' PAGE NO. / Typ. Holdown @ Exterior Footing p 951 2t8[n Ave NE MACIE BY � . � • _ OF • . DATE g AT fi f Redmond. wA 98ns3 Phone: 425.636.4377 CHECKED BY DATE Scale: 1 " =1' -0" Scale: 1":1 i Gvm �/ el- 6/ j � ,� 79 2 r SHEAR WALL DIAPHRAGM BOUNDARY NAILING Ext. Wall Section - Floor Framing Parallel to Wall ....../ ....../ --= y uru4x _ ; _ SHEATHING AND • _ ./ � r ' �' rr _ _ d/� (,C/�t 4 ; _ Scale: l " =1' -0" r -- � I �- - � ATTACHMENT FLOO DIAPHRAGM EDGE NAILING � PER PLAN AND /ow '' ," } _ SCHEDULE • % 2x BLOCKING LAID FLAT AT PHD TYPE � � - 70. c er�t ft 5' C r �f D5� , a1dd� . - � f 7 — I aG� - a_ __._ i -- i 'e /• 7 7, 2/41 C. HOEDOWN PER � a X J _> ,:_ fO �' / i DOUBLE CS EN PANEL AT JOISTS BLOCKED w/ DI AP Z -H LIPS EA PLAN AND ??..q--- E �- CO _C �-- - ----" , , I TIED STR AP l�l - I SCHEDULE R � e Q. ---11 WHERE REO'D PER PLAN AND -- 2 „4 • . - mile g 7' 1).'9 j� S -- • k - - -- PER PLAN AND ' 0 FLOOR DIAPHRAGM SCHEDULE " 5 . ' - _ : .. , - - _ - - ar= SCHEDULE = I �— SHEAR a , -u _1_2,.......___ Seri �" > ' ,- .� .� I t--- t --�- - , . � 4 + _ Cerr> �1 8i r �v z - � � �� j _ ' . , EAR WALL � . - --- - _ � _�. %- -1 3 HEATHING PER 4� cr � i DOUBLE JOIST FRAMI - ______,.......,__J, _.. DECK FRAMING _ _ __ �N V SECOND FLOOR __ aj . j . _ + ' __ &ATTACHMENT / � t0 r -... aair; BY OTHERS REFER 0 ?HER X 3 5 �, _ _ r . 1 - DETAILS FOR INFO \i.. CONT. RIM (TYP.) err RO TU - - -.--t 1,,, !t _ _ t NOT SHOWN OR F - - .. + - BLOCKING TO TOP WALL PLATE CONN. 2:.'02 � � i � '' INDIC ATED 11-. - r ` °`— J ���� �I ;� -� L. PER SHEAR WALL SCHEDULE (TYPJ . . __ _ . - .1 I __ ._ Y ,_. _ � . . � �_ S _. I Shear Wall Section Over Double Joist Framing D _RMIT CENTER _.__. _ Holdown Interior Footing ' � 1 -. -- - - --__ s ca l e: 1 " =r -0” I Typ. d I @ Iti Fti n SHEAR WALL SHEATHING PER SHEAR D r a wn: P ' c" F4-W.- 4 e vi 416,4 I .__ -1 l - -.- _ - � Scale. 1 =1-0 WALL SCHEDULE . " Checked: 'TT ' , -- - _ ; J, -Z --115 1�� !h t -- PLATE TO BLOCKING PER SHEAR WALL ,` , -1.__. i- _;-- ----.1....-t-4--4,..1_4_1......4.. _ '. ___..,____I -_ ,:,_ I PREFAB TRUSS ROOF DIAPHRAGM AND PANEL EDGE NAILING (TYP.) SCHEDULE (TYP.) Date: 3/28/02 Midi - 4 -- • -»-'- I= --; -- 1 -••_L ' j -- I— _ -_ ' '. .�, ' , -: _ . j j--1-- _1._._ • I I ., ;Z . � < ' ': °� t WHERE OCCURS ATTACHMENT PER / 7-- Il/OE'i _ + ! I 1 i :w ; � 4 SCHEDULE Submittal l Rwisbns 56,e_k. IiCI S W5 --�r I - t Y p SHEAR WALL CONT. RIM oacv,- c� /lsort/e/s't' r SHEATHING 8c NAI FIRST ��� / ire n non KI/rere ` , a ; . ,. H2 SEISMIC TIE _ BOUNDARY EDGE NAILING EDGE 0- 3730/O-2_ PY ST FLOOR /r\ �� ATTACHMENT PER PT PLATE 3 ROOF c ,...4. �� } , A :{ y EA. END AT PLAN AND DIAPHRAGM T TRUSS - CONC. STEM WALL W A ii , 2x BLOCKING RIPPED AS ±� --! ' t K ' I ' ' .. . 1 n �?r i -1*.-' �= SHEAR WALL 4_ ' /SHEAR WALL T- - ?. �l. - L - t - 7. - �- -- - .} r -- f ;; �., -„ . :-, 4 r�+ REQ'D SCHEDULE - - LOCATE PREFAB TIEDOWN (NOT SHOWN FOR CLARITY) � -, ) � -- EXTERIOR WALL ROOF TRUSS *VAL / -' . .�- ' , . _ _ _ STUD BLOCKING ATTACHMENT I z� �I- , ,„ S :3 - . - -- 4__ . ,1 , , E ' yT ___! ___ I - i �?e 3 r .- ! _ ( 4 < _ # PER SHEAR WALL WALL L WA LL SHEAR tt TOP OF Q ANCHOR BOLTS PER SHEAR WALL I SCHEDULE SCHEDULE (TYP.) ! � ' w f 5 qT,,s ` _ 1:-S/77 /�C ' w ,, r SHEAR WALL SHEATHING I 1 _ ( , T� � e�,pe Jt �� P ER PLAN AND SCHEDULE I ..._ ---- -... . _.,.....„.„.„,... Exterior Wall Section Perpendicular w/ Roof Truss Int. Shear Wall Parallel w/ Roof Truss Ext. Wall Section - Floor Framing Perp. to Wall A6 Scale: Scale :l " =1 a ' -0" O • t -_ • CIassum Watlboorg 48_ Provide comer steel burs to match horizontal reinforcement_ Where a concrete wall 0006S_ wBDOws AtHD Gr_wZ1NG VENERAf` NOTES 55. Serew to ax studs. top and bottom plates and blocking with 1 -1 /4" Type N screw. end does not intersect another won, hook horizontal bons 90' and provide a 6 bar 27. Hazing in compliance with SSC Section 2406 and Washington State Safety Gloss The following notes apply except .here shown- otherwise. 4' o.c at lowest floor level and at 7' o c at upper floor levels_ 5/8" Gw8 to use diameter extension. At oil walls by vertical steel 42 bar diameters with footing dowels_ Low- Exceptions ore as outlined in SSC Section 2406.4 1 -1 /4' Type N bulge head screw (0 GWB shear molls only)_ Conc •ete r e :s shall be reinforced as shown on the plans and detoils and if not shown shall be #4 0 16' o.c- eocn way of the centerline of a 6' won and #4 0 12" o.c- each 28. Glazing in locations subject to human impact such as glass on doors. glazing within 11pSCELLANEOU$ 60_ At oleos shown to be fire rated moil, use 5/8" type 'x' gypsum *onboard and fasten may at the centerline of on 8" won. 12' on either side of o door opening. glazing closer than 18' to a floor. shower door and 1. These drawings ore the exclusive property of the Architect and may be reproduced with 6d cooler nays 0 ?' o.c. or 1 -1 /4' Type N bulge head screw; stagger joints. Tape tub enclosures shall be wire reinforced, tempered gloss, laminated safety gloss or shatter only with the written permission of the Architect_ Authorized reproductions must bear the Ott joints. Miscellaneous Steel resistant plastic- name of the Architect. 49 Structural steel shall be ASTM A-36. Fy- 36,000 psi_ All welaing shall conform to the AWS codes for arc and gas welding in building construction. All welds shall be 3/16' 29- Sliding gloss doors to be safety glazing, laminated or tempered gloss. 2. An construction shall conform to the 1997 Seattle Building Code (S.B.C.) and be in minimum unless otherwise noted. Welding ele_trodes shalt be E70XX electrodes for manual accordance with the Washington State Lows and Regulations and various codes imposed by 62. STRUCTURAL DESIGN CRITERIA shielded metal -arc welding or equal electrode for their welding processes. Welded joints 30- Shower enclosures shall be approved wire reinforced. tempered or laminated safety local authorities This project must also comply with 1997 *SEC and 1997 SMC. shall zonform to AWS pre qualified joint details for welded construction_ All welding shall glass or shatter resistant plastic. be performed by AWS certified welders. Miscellaneous hongers to be Simpson or approved 3. Do not scale these drawings for critical dimensions. Contractor to verify a!! Truss Loads 20# DL Uniform per in. ft equo'. All hangers to be fastened to wood with proper nails. All holes shall be nailed. 31. Glazing within 18 of floor and greater than 18" in least dimension shall comply with dimensions and datums before commencing work and be responsible for their accuracy. 50# LL Uniform per In. ft. All re:'s shall be common wire nails. Machine bolts to be A- 307. Anchor bolts shall be impact loads per SBC Section 2406.4. Dimensions shown are typically to the face of framing stud, unless noted otherwise. (bused on 10 +25 psf with trusses 5/8" diameter at 2' -0" o.c. embedded 8'. There shall be a minimum of 2 bolts per 0 2' -0 ". Point loads os noted each piece with one bolt located within 12" of each end and within 12" of each corner. 32. An exterior wall glazing shall comply with State of Washington Energy Code. 4. Vent dryer. both fans. ranges /ovens. and fireplaces to the outside. on truss drawings- unless otherwise noted. Provide standard plate rashers under all bolt heads and nuts Roof Live Load 25 psf bearing on wood. 33. Egress in every sleeping room shall have a min. net clear opening of 5.7 SF. The 5. Vertical shafts (dumbwaiter, laundry chute. etc.) shall be tined with 5/8" Type 'X' Floor Live Load 40 psf. 50 psf 0 B occ. min. net clear opening height dimension shall be 24 ", and min_ net clear opening GWB or 24 go. sheet metal Stair and Corridor Live Load 100 psf 50. Lumber (unless noted otherwise) dimension of 20 ". Finishea sill height to be not more than 44' above finished floor per Mechanical Units Weights furnished by manufacturer SBC Section 2406. Wind 80 mph Exp. "B" Joists and Rafters (incl. 2x6 Hem Fir No. 2 FOUNDATION Earthquake Zone 3. Z =0.30. R =5.5 and larger members used minimum basic design stress 6. Footings and foundations shall be provided as shown on the drawings. Unless Allowable Soil Pressure 2.000 psf as studs and plates fb= 80C) psi otherwise specifically provided shall conform to the requirements of the SBC. Footings Equivalent Fluid Pressure 35 pcf shall extend below the frost line. Elea ms and Stringers Hem -Fir No. 1 ____' ENERGY NOTES minimum basic design stress FIREPLACES 7. Foundations supporting wood shall extend a minimum of 6 above adjacent finish of Record fb= 1350 psi 34. Fireplace code per SBC Section 3102.7. local Building Department and requirements grade per SBC - Genera; of manufacturer. See further notes on fireplace section. 63. All materials. workmanship and construction shall conform to the requirements of the Posts and Timbers Hem -Fir No. 1 8. Foundations where the surface is sloped more than (1) foot in (10) feet shall be Seattle Building Code and the Washington State Energy Code, latest edition. Verify all minimum basic design stress 35_ Masonry fireplaces and chimneys ore to be constructed to conform to all applicable level or shall be stepped so that both top and bottom of such foundation are level per conditions before proceeding with work. fb= 1000 psi portions of the SBC and SMC. Flue liner min. 5/8" fire clay (or equiv.) per SBC Section SBC Section 1806.4- 3102.3.4. Flue area per SBC Section 3102.3. Chimneys shall support only their own Insulation. Studs. Plates and Misc. Hem -Fir construction grade weight unless specifically designed to support additional loads. 9. Pier footings under bearing walls of post and beam systems and concentrated loads 64. Walls: insulated with R -'9 batt (for 2x6 walls) and R -11 batt (for 2x4 walls) unless Light Framing shall have a minimum of 10" edge thickness and shall project a minimum of 8" above noted otherwise. 36. All fireplaces are to be provided with tightly fitting flue dampers. operated with a exposed earth per SBC Section 2317.5. Glue Laminated Timber 24F -V3 /., readily- accessible manual or approved automatic control and an outside source of 65. Roof and ceiling: InFulatea with R -30 batt. Provide insulation in ceiling where fb =2400 psi �� combustion air, min. duct size of E sq. inches in area, provided with readily operable 10. Where structural columns and posts are exposed to weather or water splash above possible and in 2x12 rafters if vaulted ceilin conditions exist. Maintain a minimum of 2" damper, located in front part of firebox. Fireplaces must be installed per any SBC and a concrete surface, 9 All other lumber Hem -Fir standard or better local conditions of approval. See fireplace details for further information. 2317.5. provide a 1" plinth above the concrete surface per SBC Section clear between top of insulation and bottom of sheathing for venting. Venting must occur in each joist space. Where contiguous venting is within a joist space by a header (i.e. 51. All framing to comp I with SEC Chapter 23. Nail size and spacing to c onform to paces chimneys and related components to bear U.L. or ICBO seal or at hi 9 P Y P p g 37. F fabricated fire I . y p 11. Provide 18" minimum crawl s - Mil hip-end), provide (2) 1 -1/2" venting holes at the top of the rafter at the SBC Section 23 and table 23- II -B -1. All timber to be kiln dried. All grades shall of approval. space under wood joists and 12" minimum crawl space skylight header to allow for continual through- venting into the next joist space. g under wood girders per SBC Section 2306.3. conform to "WWPA Grading Rules for Western Lumber ", most recent edition. Bolt heads 66. Fours: Provide R -19 batt insulation over unheated space unless noted otherwise. and nuts bearin on wood shall be provided with standa cut washers. All wood in 38. Hearth Extensions. Hearths shall extend at least 16" from the front of, and at least 12. Provide electrical ground wire embedded in foundation per electrical code. contact with concrete shall be pressure treated or protected from decay. All nailing not 8" beyond each side of the fireplace opening. Where the fireplace opening is 6 Mark Travers 67. Slab on grade: Provide extruded rigid closed cell insulation R -10. Insulation to noted on drawings shall conform to SBC Table 23- II -B -1. See miscellaneous steel for SF or larger, the hearth extension shall extend at least 20" in front of, and at least 12" 13. Foundation plates moll be bolted to the foundation with no less than 5/8" nominal provide thermal break between slab and footing and run from the top of the slab to the hangers_ At sawn timber joist areas: Provide cross- bridging per SBC Section 2320.8 -3 and beyond each side of the fireplace opening. diameter steel bolts embedded of least 8" into the concrete and s aced no less than 24" kCtll, ti '* .s solid blocking at bearing points. Provide double joists under all partitions. Provide double apart. Thee shall be a minimum of (2) bolts per piece and within 12" from each end, , bottom of the footing. Insulation may be interrupted for 6" every 2' -0" to allow for doweling to tie slab and footing together. joists each side of openings unless detailed otherwise. Provide solid blocking over bearing 39. Provide 2" clear between masonry and framing members at fireplaces. unless otherwise noted. ter' partitions, walls and beams. Attach timber joists to flush headers and beams with <u . 14 Simpson series metal joist hanger to suit the joist size. A cover vapor barrier 6 (0006 ") ground v of min. m. polyethylene (or equivalent) + 68. Vapor Barriers: An approved vapor barrier shall be installed at exterior walls and at a. x all roof decks, below enclosed joist spaces where ceiling finishes are directly installed to shall be installed in all crawl spaces, joints lapped 12 ". Extend up foundation wall at Plywood joists, and any other wall or ceiling surfaces which receive insulation. This vapor barrier least to outside ground line. -,,,, 52. Plywood panels shall meet the requirements of the latest edition of "U.S. Product may be a component of the insulation material. Application and installation of insulation i3 and vapor barriers shall comply with State of Washington thermal insulation standards (H.. Standard PS -1 for Softwood Plywood Each piece shall bear the APA grade trademark of 15. Crawl space ventilation minimum net area not less than (1) SF for each (150) SF. 96) the American Plywood Association. Plywood roof and wall sheathing to be C -D INT -APA Openings shall be placed as close to the corners as practicable and shall provide cross (wile exterior glue) per SBC Standards unless noted otherwise. Minimum plywood to be 6" ventilation on at least two approximately opposite sides per SBC Section 2306.7. - . � 208'783.8496 q ; o.c. at all supported edges and 12" o.c. at interior supports. Nails to be 8d common for ELECTRICAL NOTES 1/2" plywood, 10d common for 5/8" and 3/4" plywood roof and floor sheathing. Stagger . ex 208. 328 -3238 - 16. Unobstructed access to crawl space to be min_ 18" x 24" per SBC Section 2306.3 .�fSEastRkeStreet and lap at roof and floor sheathing. Nails shall be driven flush but not fracture the , WA 98122 ;ki 69. All electrical materials, workmanship and construction shall conform to the surface of the sheathing. All floor sheathing to be glued and nailed continuously at all 16.1. Plate washers at all anchor bolts shall be 2 "x2 "x3/16 thick and shall be used on '4:.,,i.1.-,,' • requirements of the Seattle Building Code and the Seattle Electrical Code, latest edition. a ,, floor joists. each bolt. There shall be a minimum of (2) bolts per piece. Anchor bolts shall be located Verify all conditions before proceeding with work. STRUCTURAL NOTES eat ( ) P P `x _ • no more than 12" from the end of a piece of plate or less than seven bolt diameters. ;1 _ -' - 70. All electric hot water heaters shall be provided with a shutoff switch close to the 53. At shear walls: Nails shall be 10d common for 1/2" sheathing with all edges blocked, erg. ral tank. 10d nails 4" o.c. ® edges and 10" o.c. CO ® field. 41. All materials, workmanship and construction shall conform to the requirements of the 54. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and Seattle Building Code, latest edition. Verify all dimensions and condition before proceeding. 71. Provide and install smoke detectors in compliance with governing codes. Smoke Provide erection bracing as necessary until permanent support and stiffening are installed. groove plywood joints or other approved methods per APA recommendation. Supports to detector to be 110v w/ battery back -up, interconnected. occur at 4" o.c. Q edges and 6" at field. F oils Soils Report# dated 42. Unless a soils investigation report by a qualified soils engineer is provided and •rte) MECHANICAL NOTES (Residential only) attached, foundation design is based upon a minimum average soil bearing of 2,000 psf. FRAMING Glued Laminated Members • All footings shall be cast on undisturbed firm natural soil or compacted soil of 2,000 psf 17. All framing shall be provided as shown on the drawings. Unless otherwise C 72. All mechanical materials, workmanship and construction shall conform to the Seattle 55. Glued laminated members shall be fabricated in conformance with U.S. product bearing capacity at least 1' -6" below lowest adjacent grade, free of organic materials. specifically provided, framing shall conform to the requirements of the SBC. Building Code and Seattle Mechanical Code, latest edition. Verify all conditions before standard PS -56 -73 for structural glued laminated timber. All members shall be fabricated Footing excavation shall be free of loose soils, debris and free of water at all times. proceeding with work. of industrial grade western woods in accordance with American Institute of Timber 18. Foundation cripple walls shall be framed of studs not less in size than the studding Concrete above with the minimum (wall height) length of 14 ", or shall be framed of solid blocking. AO ‚% ,N Construction (AITC) Specifications using water resistant glue throughout. Each member -0 73. Mechanical ventilation systems capable of providing 5 air changes per hour shall be shall bear an AITC identification mark and be accompanied by an AITC certificate of 43. The selection of materials for, and the mixing and P 9 lacin of all concrete, shall When exceedin exceeding 4' -0" in lei h height, t, such w alls shall be framed of studs having the size j'1 n� ;<�D provided in rooms not provided with an operable window of 1.5 sf or conform to the re uirements of the Uniform B Code, latest edition. Materials shall R. P greater per SBC. c - conformance. One coot of end sealer shall be applied immediately after trimming in q uildin g required for an additional story per SBC Section 2326.11.5. }'. either shop or field. be proportioned to produce a dense, workable mix, having a maximum slump of 4 inches (1r ® 2 0 O Q a) 74. Hot water heaters shall be provided with pressure relief valve. If electric, provide which can be placed without segregation or excess -free surface water. Water- cement 19. Fire and draft stops shall be installed to cut off enclosed openings, both R'. + ' Q) shutoff switch close to tank. Insulate in compliance with Washington State Energy Code. Roof Trusses ratios for 2500 PSI concrete strength (F'c) shall be a maximum of 6 gallons of horizontal and vertical, between all floors, attics, etc., and shall conform to the All hot water lines shall be fitted with snap -on insulation in compliance with Washington A t , ; �!1 V 0 State Energy Code. 56. Trusses to be designed by a licensed Washington State Professional Engineer. Roof water /sack of cement. The minimum number of sacks of cement per cubic yard shall be requirements of SBC Section 709 and 1505. f� / . O trusses shall be plant fabricated of Douglas Fir -Larch of Hem Fir. All mechanical 6.0 r jZS'�a 0 connectors shall be SBC approved and loads shall be in accordance with the allowable 20. All exterior walls and main cross stud partitions shall be effectively and thoroughly es;,:a1`,1` a3 'Q) 0) Whole House Ventilation System (Residential only) stresses of truss connectors for approval and verify all truss lengths prior to fabrication. 44. A water reducing admixture, conforming to ASTM C494 Classification D, shall be used braced per SBC Section 2326.11.3. � v C ,_ 75. 6" diameter duct from outside to the return air plenum. Minimum 0.3` air changes Shop drawings shall include a placing plan, load diagrams and erection bracing and in strict accordance with the manufacturer's recommendations. An air entraining agent, per hour, but not less than 15 cubic feet per minute per bedroom plus an < dditional 15 handling requirements. Each wood truss member shall carry a grading stamp. No field conforming to ASTM C260, shall be used in all concrete mixes. The amount of entrained 21. Rafter ties maximum 4' -0" o.c. where ceiling joist and rafters are not parallel, - = .. cubic feet per minute; maximum air changes per hour must be limited to 0.`_ air changes modifications of trusses will be allowed without the manufacturer's approval. (3) sets air shall be 4.5% plus or minus 1.5% by volume. Maximum area of slab before control fasten as required per SBC Section 2320.12.6. per hour. the system must supply outside air to all habitable rooms through the forced shop drawings required. or expansion joint: 200 sf. � CO m c air heating system. 22. Garage and house occupancy separation min. 1 hr. taped and finished per SBC RECEIVED e _ � C 76. All ventilation system controls shall be readily capable operating accessible and be cc able of o �erotin Roof Framing pp �.( Section 302.4, Table 3 -B. 20 min. door required in 1 hour wal (1-3/8" solid core CITY OF TUKWILA < O Y 57. Provide continuous blocking for rafters at the supports and cross bridging os 45. Grout shall be Masterflow 713, or acceptable substitute. with closer) Garage with nabitable space above requires all bearing supports to be 1 hour the ventilation system without energizing other energy consuming appliances. The forced required. Provide blocking and bridging for trusses per roof truss manufacturer rated �'�!� { 2 3 t L'uZ I I `. P r^ C air system shall be equipped with a clock /timer. requirements. Flush beams not called out on the plans shall be double joists. All Masonry CO i vertically laminated beams and headers shall be spiked together with 2 rows of 16d nails 46. Masonry bearing and shear walls to be reinforced. Units to be load bearing grade. 23. Tub surround shall be a 6' -O" above finished floor with water resistant backing. PERMIT ( n t ,- ti All ducts shall terminate outside the building. Exhaust ducts in systems that operate ® 12" o.c- staggered. Only type "s" mortar shall be used. All masonry reinforcing requirements shall conform to intermittently shall be equipped with a back draft damper. All exhaust and supply ducts in Chapter 24 of the SBC. unconditioned spaces shall be insulated to a minimum of R -4. The bock draft damper 24. Stair Notes: Minimum head room 6' -8 min. tread 10 ", max. riser 7 -1/2 ", handrail .Y shall be a minimum of 6" diameter. Vearing Wall Framing: 2x4 studs unless noted otherwise min. 34" and max. 38" above stair nosing, handrail to be 1-1/2" cross section and 2" 58. Not less than (3) studs shall be installed at each corner on an exterior wall. All Reinforcing Steel away from wall. Install fire blocking at mid stringer span and at wail along stringer. r" r" 47. Unless noted otherwise, all reinforcing steel shall be deformed bars in accordance 78. Outside air inlets shall be screened or otherwise protected from entry by insects abd door and window headers not called out on the plan shall be (2) 2x10 D>F> or HM #2 with ASTM specification A615, Grade 60, of the sizes shown on the drawings. Welded wire Cover walls and soffits of usable space under stair with 5/8" type "x" GWB. Return ends debris, and shall be located so as not to take air from the following areas: with one cripple and one stud each end for openings 4' -0' of less and two cripp and of handrails 6" unless otherwise noted. 9 fabric shall conform to ASTM specification A-185. Minimum reinforcing in concrete slabs one stud for opening more than 4' -0" wide per SBC Chapter 23. All columns not called on grade and sidewalks shall be 6x6 -W1.4 x W1.4 WWF. Lap one full mesh at splices. . Closer than 10 feet from an appliance vent outlet, unless such vent is 3 feet above the out on the plans shall be (2) studs. Spike laminated columns together with 16d nails 0 Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Bars 25. Attic ventilation: 1/150 SF of attic area or 1/300 if 1/2 is in soffit and 1/2 is 3' above plate line per SBC Section 1505.3. Provide holes in framing members of rafters �P outside air inlet. 16" o.c. staggered. All wood plates and blocking in direct contact with concrete shall be shall be detailed in accordance with the "ACI Manual of Standard Practice for Detailing pressure treated or protected from decay. Stagger splices at top plates a minimum of and headers around openings in rafters to allow for continuous venting so no rafter space Checked: ;MTr Reinforced Concrete Structures', latest edition. A minimum lap for all bars shall be 1' -6" 2� : ,.. B contains non - vented air. Where it will pick up objectionable odors, fumes, or flammable vapors. 48" typical and nail per Table 23-11- 13-1. or 30 bar diameters, whichever is more. ` A hazardous or unsanitary location. 26. Attic access min. 22" x 30" with min. 36" unobstructed headroom, readily accessible A room or space having any fuel- burning appliances therein. REINFORCING STEEL PROTECTION opening per SBC Section 1505.1. Date: 1114102 • USE PROTECTION Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent �� / Sl ab and wall bars - interior faces 3/4" opening is at least 3 feet above the air inlet. ' + 3 + r ,_ • Slab and wall bars - exposed to 2" ( #6 and above) weather and /or earth 1 -1/2" ( #5 and smaller) ; \ h 0)./" Fz6V /0 The outside air connection to the return air stream shall be located to prevent thermal �. shock to the heat exchanger. Footing bars 3" l • DD • ,. A7 .. ... . . . I. h I % l File: D 02 -0030 35mm Drawing #1 • These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and , 7� r'r1� r�,,;n;,{I�:�,�1� omissions which do not authorize violations of �r� >��,R�'� - f�� r " +;'mylc.�Yl��t.� adopted standards or ordinances. The responsibility ' d artT t 7 for the adequacy of the design rests totally with the ' ' >l '�`' ` ° "�''`' designer. Additions, deletions or revisions to these r : l�l" ChltC ` " - "//��yr' t 'mart. ' 4 , i; ii`r A�'t v COf �RE , `p' 9 n '4 ` `' �,.` drawings after this date will void this acceptance �� 1 afi r "'� . � ` . '' � , s . . N J re'., a 7'{ , tti� � M . `r n "ii4 ray , , ,y'' +u•''k".,,,, c ,, ' � and will require a resubmittal of revised drawings LT ,1 , t , . , 44 ' y r :A: ' .'r mitAt for subsequent approval.. •- „, '- ..f,.. ,, , y? , ...� .. • 'tA•rntf”, r? < p ' T �•d s 1,\■••• •• 1••••••■• •• \ %,,, i .."`• \ L� J J ,., 3 Final acceptance is subject to field inspection by • • \\ d-, LOT 0 \ ` ` . . . � rr `" r v , ,, , 1 31 `� ` 1: � * ' y - "'y y� h `ry the Public Works utilities inspector. N _ Date: By: • MEIN • LOT N. �xi 1. a t! } t, f , r a 0 ,s f, _ �. 4:, • \ \ N � I F .`� •' ,r4 ti . � )1)t M � t! % R 7F rr r `\ \ �t4 c 0 t .,L ! 1 • 9 n ( ■ I \ ` �` `\ T • � J • , \ , / \ t• a /r � i 'i � t�V{T�V17"D� ►� �J f . 414/02 Ce■1 \,. ' s • 444416 • I \ \ \ • � 0 ♦ ■ ` /t ` ��/ L 1 JJ � � � ♦ � \ � � j f't : N x � �, r ,� � t ,� , _ : " ! •• I (J t f * � n ap 328 M. I \ \ •„,,,,... �\ ` ,, y,?�;c�Z15� L ` u!'.7 G fffb^^^���•777GJ O ` \ � ` S ` \ • / 2 0' ` +'r'=0'� h• East'Pi� S f. , S PRI ATE UTILI k " Se ' t tle�; s } f I \ \ \ � • • � �4s f y ' ,983 3 • PROJECT: SINGLE FAMILY RESIDENCE �� GIIA 'f, u�s �� ��,r^ t, i ... i rK. *rt. i c ' I T \ , t , S f rS,� ; } i Y ;�.r 1 J4,, 1 y r r M n r< 3r s \ \ `• T l 7 Y Y 1'�51j t"4 -i )/ f ,� Y t 1 4802 S Ryan Way I I �`? �' �' 0 PUBL A ,<t«' >Y : \ 'p L WA TER tit ; >�y ; 1 ; YF} -, ;� . TUKWILA, WA H \ EASEMEN )/...../...7\L„.\. tY fi A } 1t : ENT I , , PRIVATE -� ' / �� EAS .., :: :.. . .? , . r TAX ID #: 547380 -0280 . \� I UTILITY �� � `\ EASEMENT N I \ PERMIT CENTER RECEIVED I I CITY OF TUI VILA APPLICANT: MARK TRAVERS ARCHITECTS ' I N. \ \ , a, S I L OT 3 D IST ING , \ 2315 \ ` MAR 2002 E PIKE ST ► 1,, \� SEATTL t """I \ SIDEW � E, WA 98122 �� � (206) 763 -8496 'N t 1 \ \ �, �.. I / I \ RA ,� , .t 5 ��� � ; CONTACT: MARK TRAVERS - ^ - - —I I r°� `a " '�-'� ".-1 ' ° T. 'r RAVERS �' >41 ,� �2 \ 1 � � I' p EXISTING 1 9 ' - 0 , / `•• ' 00 , l Off; \ CURB C 14.1 !1 ! 1�' +160 LOT �,'�,�`�� I .2 T 4 164.00 o - ; i LIC WORKS GRADING CALCULATIONS: I 6 1 ' w I EXIST GR. ,� • •8 TOTAL CUT: � ' (j o FIN. GR. cv _ I Q � • TOTAL FILL. q „ til 1,,„, a 1 ,, '111,, F l y . 1 , t t _ e E N is. C13 I I 1 + � jj i i I t r t . r t .. I ■ A 0 4 T t • }Y ' ;f' n . . . 1 J A il P / co NET CHANGE 0 c (EXCESS I ' • /. Y , � � N � .I i r 3 7 . y ft Iii SOIL USED I�G�. I4' .., . W , TO BUILD UP DRIVEWAY `� .�• , ' C1� i co• • Z LLI 1 ' \ 00 .j. I �5 SS � ; ' 'gaf " ,r „ + •, , • -; • Ij .; DRI E Z C13 NOTES: J , • \�c'""tt\\\R) 4 G I y �1 ti l � C�1 • �\ 'I ' ' d' 'r r ` S\ N. 1. ALL GRADES SHOWN TIGHTLIN y 0 Q / O 1 ' ARE EXISTING /FINAL `� • • • o = - � • —.•• itj , Q v � i , S ' + 159 O ' 1 fi 4. ' � Q mot I UNLESS OTHERWISE a• N.N. , . 00 �Q / _ _______ _ _ ____ _ _ EXIST. GR. EXI GR. \o; NOTED - -- .N - - -- -- - - _ ___ -- PR LINE 1 4.61 -- - 1/\ �' \ \ \ \ \ 1„ t�tl�t> ^i 7 L 4ta ,. 4 CT _1 ■ t .r 1:'� r i )o k ; eq iF. 6' ir 1 n it •trl r i karawn ' It B J P '' • C heck e d : ' ~ in' s �, M ffff �' ,t �. " +r {��tl ff�tsi ... rt `} i Cj � tth. �,ys .�r�. Site Plan , 1 �� �:.� t, _�_ �� si. Scale: 111 r :.. rt} r (^fs .. r,.t.44r t Y A. } �,t s 4 ., y �- 201.011 • .. .�.... —� 1 .'�.r : 1... 1 , n �K� h L ?7e !{! NORTH Date: 3/29/02 ' I , i , I I' ' 1 i 1' 1 . ! iii i . l i I i i i i - !,, I r i 1 i i .` I I ,• ,. 0 Inch 1/16 1 2 3 zi 5 6 rtl �: s.r_ 1 . II I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � lIII! IiIiiiiilLllillllill► iIIiIiIIIIIIilIiliiiiIiiilliiiiIiiitiIIiiIIiiiliiiIIIIIIJIIIIIlIlIlIIlIIlllllIIII 6 1111MMEINIIIIIIIIIIIIMININIIIIIIIIII■rwor ,