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HomeMy WebLinkAboutDOC-1998-South Street Condoes Designs - i SMALL DOCUMENTS FreeDoc �io F n JUL BUILDING OF.pY LE d , i rce�1 1 ;rt rkvto..........) Linc � p� r'. Ll vuw r i ' f r s i i Pl9lv 0 / 9 -2- , 4 4 � W I i �y i 114 w M,a 1� ' N. i F -P- b tD a x, -c��--- � `�v-`5 , �P-�Vk- F Vol ! PER ��, 1� 1 rl 1 k rr 1, rt '�j �. - }fi�tGe ,w r. t I� / y� n - f � fol I , 1-4 CONTROL STRICTURE 10--- �--' 2����� 9'��-'�ice-- ' E — JOS WN EL TO 3" WASHED c� 3 SEWER ROCKore w ) - _ a {� FILTER FABRIC �• j h MtRAF114QN 0' '' y1 'CR EQUIVALENT IF,liq 11 11 o CUTOFF TRENCH CROSS SECTION DETAIL . Ne d Dll i e , i ' r ���' `�'� �e�l� '(7=�F t+'Ae-1 Yip•,4� � 1� �'} 1} V4 41,4, I . �f �tr // e7 r� 74 i) Q 1tL ` 1 c +� CP 1215 w - Id v Adige IUILDING "" MATI IOU C LA R K . 4 ZtJP{i (1 }Fi4#L €..I� :� p y s ? 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AWvE ,W9EF W-) � ' � �- Q � P'A"F—'F'5 ARE REC,�i IP D BCC E T .R-1 C)VE I C w N „Z TFFA ht rs p--W D4_ PIROM TY UNE f ! Wj WALL y t t l 1 V F'4ZE!tC '"t l cv. ; ,iit,F 4vr ; #^ C 1l C� : \1 F ✓ � � L�-� S. N�,)T F'EAH rt> ti twF55; THAN a 1 ` �-i�•F•il!'Al .{..�'6 t� _'�>��i '1'a.'.LSry ��.:..ri If�x�3i .5 � � � � � l 115 1� :' - ' ti 49 V f�F-- _E�2 D-5 6 I AEI"t;t ! 1V 7' 61.4 "�A rv-- Q r i rT 7'ir1:E I GAL, ! r +_I:i �aa7alAt.# q 1 }.k;:? _ !4 3'. F Y I;f•i "r' r _-'i`Tr 1 Fit :T 'k7.. w r _ 10 3 " ltil w r Jt' � 1 T"i K•1 I" rY'6' rFt— V ft t fr C9 '� Q t � 1 X9, 14AXIY LTk4.3EiLCirFvl� NETT 7C)RY .. `i•�s���c��E�� .+.''-�4aw� ���+� �•r��-� �� � /� t..• ����''�l�'� Q � �i�- l��� «' i h3vllR f?'LUANc Y SEAF�:Tlfikr .F31RU BE'fl BEN: ' f W- R'TINL'2 ME t WALL3 �YHI3' ;fit S u Ai 3 51J .n mnt 00 FZ I I . Fiilq� [u Ow u�ivtr; c+r t Ytf,c�:.= t.o�. !e.€�cl rsa[.E3�,: eff<;=ti�.s� iitYL� lYx=r�r,t v[,t..t�. _ - - .'"�'Tl �,..tyG. ,ny.a_-...d eui"1� 'r1.zf`. RA f•THEW' 14. 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SMUCTURALDETARSOMY -7J�A-w9 ' _ WNILL �{ 21 Coll " 1.1 0t -rs . i i I - p IL 3 2 a,F- , �! -ILA- V A. J L i � ! ` Jo ov 1ta z + , Y z r; t L AppROV- 4, +. ..+ E FOR STF(UCTURAL DETAILS ONLY 7 9 �3 P _ rC_— �, /I I�,'I✓ l��,,!} ..f'�:._ : 7 f i � L,f l�- !c f��l�i. � ��' l dim } L71-i— z' f r —7/ X ? REVISIONS EDGE: NAILING: '-0" MIN. JOIST PER PLAN-__ !r TYPICAL ROOF SHEATHING JOIST PER F'LA#V 1/2" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ -~ END OF PLATE --_ ' f' FACE. GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END 16d PER SCHEDULE--`"`~� JOINTS. NAIL AS FOLLOWS. EDGE NAILING DIAPHRAGM BOUNDARY AND OVER 2 - 36r1 EXTERIOR WALLS AND SHEARWALLS-_....._.�..,-_.-----8d 0 6"o.c. 16d C -_�_ __ m 16 o.c. ROOF PLY (TYP.) ; SHEARWALL PER PLAN_ _ _ - - ROOF PLY.- , I ALL .SUPPORTED El3GE5-___.----------------.8d c� !}"a.c. EDGE NAILING EDGE NAILING -------------------- __d.-_---_ d 0 12 .G. O AILIN '--' FIELD 8 0 a �— e, " , 0 16 . 1�id TOENAILS C� 6 a.c. d TOENAILS C� Cox. u.� A SHEARWALL PARALLEL T0. I�'L{3(�R �f� ROOF JOISTS .�--�--- � v z EDGE NAILING �,j —EDGE NAILING EDGE NAILING �`� {L' .��� � i JOIST PER PLA RAFTER PER PLAN i RAFTER PER PLAN �— THIRD FLOOR SHEATHING; — , z _ �-, �, o CONTINUOUS RIM ----_._ CONTINUOUS RIM ---'`l� e} �. 3/4 T&G, COX PLYWOOD, INDEX 4Uf20, UNBLOCKED, LAID UP L u� 2x SOLID BLOCKING W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER � Z .- �� � � ABOVE SHEARWALL END JONTS. MAIL AS FOLLOWS: ry L 16d PER SCHEDULE r- --- EXTERIOR. WALL �t __ DIAPHRAGM BOUNDARY AND OVER � o EDGE NAILING _._-"-� _ --EXTERIOR WALL EXTERIOR WALLS AND SHEARWALLS --8d @ 6"o.c. J Z_ °0 fl°� '� ¢ F . --STUDS ALL SUPPORTED `EDGES____-- 8d � 6"o.c.NOTE: SHEARWALL PER PLAN------ _____�__-� ___ � 4j SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS FIELD._...._------__`________--...:.-------_-8d @ 10"o.c. Er! AND SHEARWALLS. .z 0 ELEVATION SHEARWALL PERPENDICULAR TO FLOOR .ORROOF_ ,FOISTS � i SECOND FLOOR SHEATHING: y � 3/4" T&G, CDX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP w r � � ���V I TYP . TOP PLATE SPLICE INTERIOR SHEARWALL RAFTERS PARALLEL TO RAFTERS PERPENDICULAR TO W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER 5 2 END JOINTS. NAIL AS FOLLOWS: ® �► t ® (� �"' {'� �°' EXTERIOR WALL EXTERIOR WALL TO FLOOR V R �J L,J 1 DIAPHRAGM BOUNDARY AND OVER '� / EXTERIOR WALLS AND SHEARWALLS.._..,..�_._.:.__.w_-_10d x 2 1/8 � 6°' ALL SUPPORTED ED.GES..,.,---.._......--_:�-�.--.._.,�.--1 Od x 2 1/8 @ 6 - 2-2x STUDS FIELD 1 0d x 2 1/8 0 1 P HOLDOWN --------..�---..�._--- 0 D.G. SHEARWALL PER PLAN -�--- SMEAR V�'ALL-� PER C}LDO 1 BOTTOM PLATE WALL NAILING PER SCHEDULE - -EXTERIOR EDGE NAILING----- 2 2x STUDS AT' ---PLYWOOD PER PLAN SIMP'SON MST STRAP TIE FIRST FLOOR SHEATHING: -, . PER PLAN, FILL ALL HALES �- EACH HOLDOWN --- �.� W f 1 C}d x 2 1/8" LONG 3/4' T&G, CDX PLYWOOD, INDEX 40/20, SOLID BLOCK ALL SHEET EDGES, COMMON NAILS GLUE TO ALL MEMBERS W I .EDGE NAILING. PLYWOOD I / COO APPROVED .STRUCTURAL ADHESIVE:, LAID --EDGE NAIi. NG FLR_ JST'. PER PLAN--- �' TO EACH DOUBLE STUD; �; UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END � a` JOINTS. NAIL AS :FOLLOWS: I-LDOft - — _� al {,- i LaOR DIAPHRAGM BOUNDARY AND OVER J DECK FLR JS OR BEAM SIMPSON PAST' STRAP TIE PER � / EXTERIOR WALLS AND SHEARWALLS---_._.--------10d x 2 1/8 a 4"o.c. PER PLAN T , PLAN, FILL ALL HOLES W/ 10d x 2 1,/8 COMMON NAILS ALL SUPPORTED EDGES-----------—-------40d x 2 1/8 0 4"o.c. -SHEARWALL . PARALLEL TO FLOOR JOISTS iv CL _16d BOTTOM PLATE FAILING •' PER PLAN I 8d PLY. EDGE NAILING % -JOIST HANGER SHEARWALL PER PLAN-- JOIST j JOIST PER PLAN -'` % BOTTOM PLATE <I NAILING PER SCHEDULE- FLOOR � CONTINUOUS RIM JOIST- - -P.T. 2x10 LEDGER w W/ (4 16d AND EDGE NAILING— (1 ) 12" x 4". LAG FLR JST. PER PLAN- - SCREW 0 16"o.c. . . BEND STRAIN AROUND BEAM--�--� -----BEAM OR MULTIPLE JOIST -.--EDGE NAIL PLYWOOD PER PLAN w TO EACH DOUBLE -- --- EkTERi4R WALL STUD (TYP.) 2x SOLID BLOCK'NG UNDER SHEARWALL ------ SHEAR WALL 2 2x STUDS PER HOLDOWN SHEARWALL PERPENDICULAR TO FLOOR JOISTS ELEVATION TYPICAL DECK INTERIOR SHEARWALLS MST HOLDOWN AT FLOOR MST HOLDOWN AT FLOOR 10 ? 0 z z V) 1 `-- EDGE NAILING PLY. TO SHEARWALL SCHEDULE I - EA. MULTIPLE STUD _ i BOTTOM PLATE ATTACHMENT •?, PANELS PANEL EDGE TOENAILING OF ., . . . . E NAILING/ JOIST 0 LIC'G MARK SHEATHING EDGE N G S R B ---�--�—�x STUDS � FACENAILING TO ANCHOR BOLTING � . .. w_.-- BLOCKED FASTENING TO TOP PLATE — /8' BOLTS a. WOOD $ELQYV TO CONC. BELOW 1 • • • 7 '16" CDX PLC'. OR Q.S.B. ONE SIDE YES 8d @ 6"o.c. 16d 0 6"o.c. 16d ® 6"o.c. 1/2"0 A.B. 0 48"o.c, lTL r 0 . � . 0� . - �.._.---SIMPSON HD8A 2 7/16„ CDX PLY. OR G.S.B. ONE SIDE YES 8d 0 3"o.c. 16d @ 4"o.c. 16d @ 4"o..c. 1/2"0 A.B. 0 24"o.c. �r z - - - / HOLDOWN .' • --A.B. PER SCHEDULE 7f 16" CD7( PLY. QR 0.5.8. TV�Q SIDES YES 8d 0 3"o.c. 2 ROWS 2 ROWS / �- 16d 4 o.c. 16d 0 4 o.c. 1 2" A.B. 12 o.c, , . .__..__..__• ___ 15/32" CDX PLY. OR O.S.B. ONE SIDE YES 10d 0 3"o.c. 16d @ 3"o.c• 16d 0 3"o.c. 1/2"0 A.B. 24`o.c. f/8"0 BOLT OR N THREADED ROD � > WW O 3/8" x 4"0 PLATE WASHER DATE: CONCRETE �� SHEARWALL NOTES: FOUNDATION ---NU 1. NAILS SHALL BE 10d x 2 1/8" LONG COMMONS OR 8d COMMONS PER SCHEDULE. SOLID BLOC< SCALE: AS SHOWN ELEVATION ALL UNSUPPORTED PANEL EDGES. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. NAIL INTERMEDIATE FRAMING MEMBER W/ 10d OR 8d PER SCHEDULE 0 12"o.c. C�RAWN. CS � 2. FACENAIL PLYWOOD TO MULTIPLE STUDS AT HOLDOWN LOCAT�ONS WITH SAME EDGE NAILING PATTERN, 3. 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PIPE • 5Lp'r ,1,3% a\ . > SLOP'-2.0% " J. 81,11' WEST I p 77 L.F. 24 •HDPE PIPE SLOPE-0.0% ® CONTROL STRUCTURE TYPE 2-48" o R.E. 91.0 E 8 .2 - I.E. 86.82 OUT (N) 2 \� �.� I.E. 86.82 IN (W) pq a E.E. 87.50 1N (S) I S,� F.E..$8.04 I (SW) CATCH BASIN 'TYPE 5` x �' UTILITY R.E. - 93.0' � EASEM=..NT , 3 I.E. 89.67' �ti 1 w NORTH CUTOFF TRENCH 1 16 \ 1 z z �` 0 0 CUTOFF TRENCH _1Lo � 1, 0 15loor CATCH BASIN TYPE 1 �.�• a w � C a. 3 cv 0 R.E. - 87..0' 0 • - I.E. - 83.84' IN N 14 SUMP' PUMP '' �aq� 5 aa I z tiL4 �` ° i ` IL ckf 13 Ld 6 Ld PROVIDE CHAIN WITH 1Lo CONNECTION TO LIFT -- CATCH BASIN TYPE 1 7 AND TO GRATE FRAME �_ — — RiM F-E := 91.r: R.E. - 87.0' " . . . 1.E. - 84.0' TYPE 2-48"cr) � - 2'A COMPACTED I DEPTH CATCH BASIN OF CLASS B ASPHALT LiW/LADDER _T T NOTE. —LIFT H :.�IDL.'" BASEMENT FLOOR TIE FOOTINGS AND ROOF RISER L .` F0. 4j 72 ELEVATION 87' o DRAINS DIRECTLY TO - ° ON-SITE STORM DRAIN ? 100yr M.W.S. NEW PAVING ON o SYSTEM. _ 37TH STREET SEE 0 ELEV. - 88.26 DETAIL SHEET 2 i f 9 24" HDPE � �. ��._.._. _ — _ � � --� SHEAR GATE . CATCH BASIN TYPE 1 11 10 IE 86.82 IE6. ? I R.E. - MATCH FINISH GRADE CATCH BASIN TYPE 1 STORM DRAIN GARBAGE - -- ELFe r \ I.E. - 3.0' BELOW FINISH GRADE R.E. - MATCH FINISH GRADE COLLECTOR SCREEN / co CLEANDUT I.E. - 3.0' BELOW FINISH GRADE PER CITY OF ANACORTE cLEANOU',T, T STANDARD DETAIL _..ORIFICE 01 kll'-_T :F'. 5� ® 31 L.F. 6" PERF IPE' 21 L.F. 6" PERF PIPE SLOPE-Q.50% MIN. �1.11'. WEST L SLOPE. Q.50% MIN. : CUTOFF TRENCH 1 CUTOFF TRENCH 1 1 RELOCAI_E EXISTING --- 1 POWER iPOLE . _ . CONTROL STRUCTURE . . SCALE: 1f: - 2' : 2' dW MIN GRASS STRIPE . � - - •' GRASS STRIPE ! j E " " 1.5 TO 3 WASHED : . AS ED - SEWER HALF STREET IMPROVEMENTS I FILTER FABR' J CURB GUTTER & SIDEWALK MIRAFI 140�j _ EQUIVALINT — 6�� PERFJi�ATED V) 34th Street HDPEIP>" Z pll �i a,- u1,, CUTOFFTRENCH CROSS SECT ON iDET 1 1 N.T.S. j W _ iI III APPROIED FOR CONSTRUCTION TBM= NORTH RIM OF T W SANITARY SEWER MANHOLE E E �.E W CiT 0 NACU TES � {COMMERCIAL AND ALLEY} ELEVATION-100.51 i DESIGNED BY: P CHECKED Y: BYE _ DAVID A. LERVICK, P.E, SHEET DAT£� . � bf X 2" PREMOLDED JOINT MATERIAL .ftft ..: NOTES 1" s 1/2" a 9 1. .CONSTRUCTION OF SIDEWALKS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT V2" R ' ' OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) , 1�,y . • '� UNLESS OTHERWISE MODIFIED BELOW. 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. I• i,1" R •"`' 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE USED ON CURVED SECTIONS. LQ "� � CONTRACTION . JOINT V GROOVE (DUMMY JOINT) f 6 4. EXPANSION JOINTS CONSISTING CF %" FULL DEPTH PREMOLED JOINT MATERIAL SHALL BE PLACED CEMENT CONCRETE SIDEWALK (DUMMY JOINT) AROUND FIRE HYDRANTS, POLES, METER BOXES AND OTHER OBSTRUCTIONS AND ALONG WALLS OR STRUCTURES IN PAVED AREAS. EXPANSION JOINTS SHALL ALSO BE PLACED AT THE BEGINNING AND THE END OF EACH CURVE, r ON EACH SIDE OF STRUCTURES, DROP CURB DRIVEWAYS AND CURB RAMPS, BETWEEN SIDEWALK AND BACK OF CURB L CEMENT CONCRETE WHEN POURED SEPARATELY, AND AT. OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. FULL . EXPANSION CURB AND GUTTER h .b-oaf JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB WITH A MAXIMUM °� ll SPACING OF 20 FEET. S. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF %" X 2" OF PREMOLDED JOINT MATERIAL SHALL BE — * • ° • CONSTRUCTED AT INTERVALS OF 15 FEET. WHEN SIDEWALKS ARE PLACED BY SLIP-FORMING, A PREMOLED STRIP OF %'' THICK AND UP TO FULL DEPTH MAY BE USED. CONTRACTION JOINTS (DUMMY JOINTS) IN SIDEWALKS SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB d0 OR SEPARATED BY A PLANTING STRIP. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF SECTION 9-04.2 OF THE WSDOT/APWA SPECIFICATIONS. 4 6. ALL. JOINTS SHALL BE CLEAN AND EDGED. ...... a 7. CEMENT CONCRETE SIDEWALKS SHALL_ BE A MINIMUM OF 4 INCHES THICK (5" INCHES THICK BEHIND ROLLED CURBS) 7 VY � 1 va EXCEPT IN DRIVEWAY AREA. HERE A MINIMUM OF INCHES 5 REQUIRED, 1 4 S. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. ` 2X 9. V GROOVES, 1/4" DEEP, ARE TO BE PLACED ON 5 FOOT CENTER, AND TO CORRESPOND TO THE T :f . ;•: . .• : ' MARKINGS IN EXISTING SIDEWALKS. WHEN THE SIDEWALK WIDTH EXCEEDS 6 FEET, A LONGITUDINAL ? V GROOVE AT THE CENTER OF THE SIDEWALK SHALL BE PROVIDED. - 10. FINISH SHALL BE LIGHT BROOM FINISH. \ „ *' 2" CRUSHED SURFACING '.' BASE COURSE TOP SOIL & SEED 3" COMPACTED DEPTH CLASS 'B' ASPHALT WITH GRASS SINGLE LIFT 3 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE j 4" COMPACTED DEPTH SURFACING BASE COURSE 1 u CURB, GUTTER & SIDEWALK DETAIL NOT TO SCALE Q _ Z � � W 4 J W NOTES W �. 1. TRANSITION RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID �.,. WITH 1/2" SPACING. co 2. FOR CURB AND SIDEWALK JOINTS SEE DWG. THIS SHEET. � 1 i / G • GRASS STRIP �Li • . •,' ° r '. Y��LIAT�hR]�J��V i' L '1 v P ' ' 1 p •r V i * may. + • .. -. `✓ [Cp 2 6'-0" MIN, r-MATCH EXISTING OR 4-" CEMENT CONCRETE _ PROPOSED SURFACE ��►• ° a � L SIDEWALK AND RAMP I ` v i' , Y Ld 12 1 r V r t MATCH EXISTING 2 '• �f DRIVEWAY GRADE °• G � 4 ° ' ; < Q ` 6'-0" MIN. _ ..t- 2.0/- Jl! /. R✓ m CEMENT CONCRETE EDGE OF RAMP ASPHALT SHOULDER TAPER --- ASPHALT MAY BE USED OR ASPHALT TO MATCH SHOULDER WIDTH u IN LIEU OF CONCRETE TRANSITION RAMP21 Q SECTION B W 2" CRUSHED SURFACING BASE CEMENT CONCRETE COURSE MIN. COMPACTED. DEPTH cn DRIVEWAY 6" THICK CEMENT CONCRETE SIDEWALK DRIVEWAY DETAIL TRANSITION TO EXISTING SHOULDER SECTION A NOT TO SCALE � a w Z NOT TO SCALE ,,,t'r,,,gty ',� 'n.,.s c ',a►.� FILE _NAME_-_ pRol No- 22-c�Q,� f DRAWN RY: DIP CALL 48 HOURS DESIGNED BY: DLP - BEFORE YOU DIG VEIR SCALE, NONE 1 OCR-424�-5555 SHEET I of—2— 40. CATCH BASIN TYPE 2-48'' R.E. E 9H 0BASIN TYPE 1 I.E.R91,001N I.E. 86.70 IN LQ tiv I.E. 86.82 OUT - I E 86 70 OUT i 1. . , • PA1Ilr'' ALL�I*Y 2", COMP A CTED DEPTH 7 " . . -pRECAS'T�-{�3>~i~T , •T�l'I�•E' •�5Q" . . . � c� OF . CLASS B:, ASP HALT t 6 HpPE''PIPE_ R.E.. - "MATCH 'Exi.5T1E�}G 'GR.OUND �+.« . '{:E..� -. MATC.H" 'EXIS.T[NG INVERT'. . .y ' 11r�' L.F. 8�.-D:{. PIflE S(_O�E- t1'.3X } " ip • 81.11, WEST U�L 77 L.F, 24" IDPE PIPE SLOPE-0.01 CONTROL STRUCTURE TYPE 2-48" - R.E. 91.0 '- - I.E. 85.2 —, LE, 86.82 OUT (N) � 2 �,e�of I.E. 86.82 IN (W) �p 4 I.E• 87.50 IN (S) r � S I.E.. a8.00 IN (SW) CATCH BASIN 'TYPE 1 , ,�,p 5` x 5' iJTILITY FA R.E. - 93.0' EASEMENT �� � � � 3 1.E. - 8 9.6 7' NORTH --- � CUTOFF TRENCH 1 13 16 ,. ,.... ; r � \� o ` o CUTOFF TRENCH .1 ----.fir► c� 15 - CATCH BASIN TYPE 1 �.� ' IL 0 R.E. - 87_.0' o 0 - y I.E. - 83.84' iN o SUMP PUMP �Q� 5 rn _ a a 13 Li �. 6 w w cfl ` � � • � PROVIDE CHAIN WITH CONNECTION TO LIFT J CATCH BASIN TYPE 1 7 AND TO GRATE FRAME __ RIM ELEV 91.0 R,E. - 87.4' PAVE ALLEY WITH V rn I.E. - 84.0' TYPE 2-48" — 2" COMPACTED DEPTH ! CATCH BASIN I W/LADDER : OF CLASS B ASPHALT NOTE: LIFT HANDLE BASEMENT FLOOR 8 TIE FOOTINGS AND ROOF RISER ELEV. 88.12 ELEVATION 87 o DRAINS DIRECTLY TO NEW PAVING ON = a o Q 100yr M.W.S. 37TH STREET SEE U W Ij ON-SITE STORM DRAIN ELEV. - 88.26 DETAIL SHEET 2 LJ I I 1 ► I I a SYSTEM. — u U IJ LJ � • 24" HDPE 12 8" DI � SHEAR GATE � W CATCH BASIN TYPE 1 11 10 -1 IE 86.82 IE 8fi.82 R.E. - MATCH FINISH GRADE CATCH BASIN TYPE 1 I.E. - 3.0' BELOW FINISH GRADE STORM DRAIN GARBAGE ELEV. 84.82 R.E. - MATCH FINISH GRADE co COLLECTOR SCREEN . I.E. - 3.0 BELOW FINISH GRADE ❑ ',CLE O T. CLEANOUT PER CITY OF ANACORTES . . AN - STANDARD DETAIL • •' � - ORIFICE DIAMETER 1.50 31 L. 6" P RF I -21 L.F. 6" PERF PIPE L E PE , P SLOPE 0.50✓ IN. • _. _ .._ ._ ._ � SL_OPE¢Q.50% MIN. ,•$1.71'. `'• WEST - .`. _ ELEV. 82.82 CUTOFF TRENCH 1 : CUTOFF TREN•Gf 1 1 1 REL0CATE-,EXISTING POWER POLE. m CONTROL STRUCTURE SCALE: 1" - 2' - - - GRASS ~SCRIP MIN F - --- — E G : . • GRASS SCL TRIPE �. 9 g' e' ---. .. :. ..- _ 1.5 TO 3 WASHED - � r E �s 1 '�{--• -` `� c., SEWER ROCK ` HALF STREET IMPROVEMENTS"ill. CCnr FILTER FABRIC c CURB GUTTER & SIDEWALK > C ) ; MIRAFI 140N OR Q EQUIVALENT �o a ' w 0 "A ,�. � 6" PERFORATED � 34thStreet HDPE PIPE Ld 0 0 ____ CUTOFF TRENCH CROSS SECTION DETAI 1 N.T . FILE NAME. -05 0 z O4 M TBM, NORTH RIM OF SANITARY SEWER MANHOLE D DRAWN Q7f27f98 (COMMERCIAL AND ALLEY) ELEVATION-100.51 CALL 4� HOURS SIGN Y: D P D BY, BEFORE YOU DIRE 1 -800-424-5555 SHEET of -2, U L NG INFORMATIONa kr r� � r 'VOL/ CLARK JOHNSON <14.0 a p.... CONSULTING . . ' INC. � z ZOf- Nb' U044t-FRGIA,;,;. � y 418 -_, 1 1 2TH AVROW NJTF3AGK ! � p r P.?•:;{?I Y3 Is7 t e'1 }. :3p�n� t f.F.aC�111k1 `� p I �t L. r -! ep r'�yam+ / y y,� / p�7y `FLof6 igik./0 Ott j lCJ I 1 r�� •j L-C: �" r NO vita. FROM�ok-�>z� L,�- tea'-o° F �6W OF r,:a�r _ r ap L A.�V 6Z)�PA&.E " AL 45:4 713? 0 ACTUAL.LAtVCCACVERAGE e. U-J5!5� * P , d2. ,., � 3,1.—24 4Y-'t - LOi ACTUAL e4)1LLit*1AE1i5HC " _ �- .. � 5 Y$. ...k. ,�. ( �:, ir•` rl kY� LQp�-Q• fk �� f 1.E,S.,►r}"Z. co PARKIW5i RECkAt'i'ECJ ` t q),0 t F AGE i C�EJr;iEt� DRAWING INDEX � 40 Div D R G, NO, DRAWING DESCRIPTION k r t .� � k. -sTr:,� `fir 10 06UPAN6Y TY PE5 2- ' A- PRivATE 6AFZA&E5 Cfahtl7DMtNfl1 Fz-1 M.,:-D NG JAB 1-OOTAGE PRIVATE a F A s � ? s.F. / L.j5'�'r� Al-)k �I D1ECDt#INFt3i15 _ _.E.__ +P I !1 �t l. /"` J TOTAL E11L[?lN� ra Y1A F Q[7�A6E d ` -� DC:-,L?'ANGY (-oNp MINIUM U�'F' R 1 EVEL �R ! s CXTURIOR. U-a 1 HOUR MtS5 THAN 20 �I � � !`�`� Lrp-t-� i E�IItdC� M—.0 EcTE L1~" ALL. F3-2 a Lc OCR LeVEL. R--1 A13C3VE n��� Nr? S 1&r I ���,�-�- 1rr3,�.�L. � �- �' � o �, � �_ PAR-APE=TS APE PEOUIR. DE A 5E THE R-1 ABOVF IC- (-.?M THE F�F"G"F'ERT Y L.1HE TF4FPEFC P�F Y J.L � G�� 9 � O� € �rrz i EvL. TOOrz 1 c��rsr+�ixric?U r-i f ExTr-,Pl . hint l I LESS �'� r!/�- L., Fif*a' f Eft SiT r} U } `^ TFi;hfi .3' HC p s'T-F r_, INL L 9 REXAJf `E.7 14- 09— -6 W A L.I. fc. I N A ! S',1JIt! F'Ir X ♦ i'k l ii r I #J ,fry TNtl #� &� I"r5 5 F". ;.tik;'("lf I I i *.•�r'� - a C,ji LI � T�w� �r f L/� i�1h- �✓! - 1 6 C 61:4 GAP L ."5 II GAL.. ]!.-� 9%4-r - t t :T ! r-=fS- 1k;AN t sL>f^ r i►AK (,) 7)4,=41 IN ii ��r= .r + � �_ t . r Its t r' �+ �: 4 , i t Y Z -.A �3_ �T #_, 1 } `,t 7 *� . . t iC e a ' izFiitt tJ «?llf ti ,i:Jfw�F?1}Ar. ,s �kthl, tlxf pp mp r:3r `k .:dlPh 1 L+;JAP: ' z.-<.�'�s.�- t { ' ? � T L1Rl 'fIr M f f}'t -A�:.! i fi^tr ?L iL1ls1Pi > L 1p tj � - 1 . • ' a .� j . � r q Jy Mvhii-VL -i E'ORa�,'�.N tiEi sic< ' ��7C1 � /,/ / ,/ 9 '` � (� ►C. , #L f 1~�',&;lT 5?DRf' �• �. " C.f E �d L D�' 7t'�� 2 I HOUR 0&CUPANC:'+` 5EPARATiON P—PGA:1,REp f .r--N: 3 rn s :ram -' TINr6 MEf 1 ? 4 KkLLSO S 1F 06H 1'N LJ. c w ALt t ' .- ♦. -,-.1C �5 JQ,'�.'�; kC'te*,&.�`.7 'Y.l�rB: ':4 Sdd k ,., S .-�t �I. � .. d<T e. _5 .. . - - , c - P � F'rttcr tv the Y:�s,,tu of /L ,'� sL'RG ztir,�i vr17.�>if: A. mr.i4Ni---,BvkRG, t�:r:� harass and �wif(- -a. _4 1► I - r-, r DD i). "^f r i4f dT'i i,t tWnc} t,t�Aa. A • , Yfie i�snd referred to•in tnis CarYtrr,itr�i:sti is �:P�aa:itYeti �s io:losa �k ��� -5� AP ,DrPAUVED FOR Lot A 5, i �r �'; k o ;t� v Y i L L�.RO"i !ter �::7 i t THE..C r T � S�u r���l.DETAILS ONLYnl-O r a::za a. the fat, it . c,of i,ec riled .in V.oI1k1le 2 A P TL S c c G iN3 .� ` soy, '�� �1��1 w �^i'Ji`Yir� ��"?5;"1J.�1C"��C>:' � �Cr{f<'� e Y� �Zcz ni., s ��,sJo� G;PV � i �.,..a. r �, cEi.—,f the ah.:�L4YC_'.G 1 s:1 .Ltr?L f, i:la. ,p3.e h.Cil.k,3-�:: l LOU C? G LLoT� 1 ------------- � G � ►� e e� T-A t 1 A.L, Avg, + I fl y 1�� L ,> LA �G,!! l�cT� x\s" �� {�+.:hl Ir N !�c'?ihlT ;.,s� $AN .;,w�i !strAt� ? � -rw°' � � 1 ��. i� � ����� �� �% 4r � �/��7 L%, tN IC.�`I ! �LQQCL— V'`-Y' - 1 _ :r„ ;,r r ,y - _ I..'.�;tfi "}.E... ^7 M 3 f - �I,-*'t��'j L, +��✓+ �F. !t-�'"V 1 V I ' ' k L�Cl / tr MI jxAKE Vg IV T 1 NN c` LT N A 1. i +t I E �iai�l; '�� I}+' d i,iltrv," 14a 41 i4f 6vnze<t5p Iraq VIGINITY MAC �r Uri froR�4 ?LVj4pIdej 69pC gt1& 0 _ U !�c�M ��G��.1 mac.. G�p� _ � ��1-�to�•! t �` : - �,. ,.�. _w.� .....�. � �"_ --_--__ _ �._ -- -- , - 4 , y 1 r oe IA € 3 F. F f Tit ''� ((! , r� t ... CONTROL.ST = C, " V � r41f .1 � d Jt�GV {► A�warl �� ll�'G'.��. 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X P � r K k Hoo(- FF E APPROVED FOR STRUCTURAL.DETAILS ONLY i 14-t 1 — ok CP TL ' -+ ► r� F - q of* z , , y -i '�- i`� t C rT"` 411 licit p - - 4 s t z p t , L0,0 2 r INA a _ µ � Ik , J H I 1.4 l o 1-4 10 r `f 2 �- - }- 5 ''11r f , — z „l APPROVED FOR ,6/,o-2-e 1;�\1 LT- - STRUCTURAL DETAILS ONLY -7 .9 NAL 77 E e f III I 411,0 qr, ° 4 ,gT) rz !�p r. _ � � ►Ir� I �!i 'I,10 ' f 1 ..� 77 0 I I- A I x M w; E I` L� '!2) tee;, Ilk FriI � 4 a a I LI j G, I oil ti APPROVED FOR �C1 STRUCTURAL DETAILS ONLY vJ I FDGE NIAILl W,- - -. _ - I JOIST PER PLAN-- f$ 4"--0" MIN. � _TYPICA:L, _FtC lKE1611JING JOIST PER PLAN_ END OF PLATE1/2„ COX PLYWOOD, INDEX 37f 16, UN LOCKED. € 1�{E� ►,I' 1h1� FACE GRAIN PF`RPFNIDICULAR TO F'RAMINC I E1.. 3YV FAG� F.NIi7 16d PER SCHEDULE--- j JOINTS, NAIL A 3 F-O(L,OWS: M :i" j EDGE NAILING--__-- 25 - 16d DIAPHRAGM 80UNDARY AND OVER S AN 16d C EXTERIOR` WALLS I� SHEAR WALLS t.S.v...e..._ . ,.s 3t " 16" TYP. } ! - ROOF PLY. - ALL SUPPORTED EDGES— n. .�.H -�_.._.., -._� ._aw.•. ��W�d � 6 r�. i SHEARWALL I'1=1 PLAIN - ROOF PLY.- - I SEDGE NAILING 7 EDGE NAILING c-� r t"1I=LC3 .s.-.. - .....,.,.,,_....__.,,-.•>. ,._......_...—_a-. Ad 0 SHEARWALL PARALLEL TO FLOOR OR RODE JOISTS � ��6d TOENAILS 06„0.�; �- --16d TOENAILS 0 6"o.�. � u; - -- -_ - - _ -- E. fE EDGE NAILING----- �•_ ZE � a A NAILING € --EDGE NAILING ----EDGE > L G . n fuj JOIST PER PLAN r► _ RAFTER PER FLAN -: RAFTER PER PLAN -�f � T "�I D ��.� :� SH.E�T�I C7: � � r� CONTINUOUS RIM ' CONTINUOUS RIM 2x SOLID BLOCKING a 4 , T&O, CDX PLYWOOD INDEX 4{ 20 UNBLOCKED,DY LAID DP - t�r, , �ABOVE SHEARWALL- - WIFACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER Z)" - 1Cad PER SCHEDULE END JOINTS. NAIL AS FOLLOWS: isJ �- ,...� ---EXTERIOR WALL �. E .. -� DIAPHRAGM BOUNDARY AND OVER � EDGE NAILING ----- -� ~- —EXTERIOR WALL EXTERIOR WAILS AND SHEARWALLS____- __...-8d 0 6"a,c. � � co � -STUDS ALL SUPPORTED EDGES NOTE- SHEARWALL PER PLAIN -` _ Sd @ £"o.c. � � `� _. _ _ -- ------__� SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS FIELD 4 �------- 8d @10"o.c. � AND SHEARWALLS, _ __ .____-- . Z ELEVATIONSHEARWALL PERPENDICULAR TO FLOOR OR ROOF.- JOISTS � 0 SECOND FLOOR SHEATHING: J. {� �} �] r I [ j'� SHEARWALL [� f /� ( f �° [�® ('� I /� [� 3/4" T&G, CDX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP T 1 • TOP. PLATE SPLICE INTERIOR SHEA \►TALL RAFTERS PARALLEL TO RAFTERS PERPENDICULAR TO W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: TO FLOOR OR ROOF EXTERIOR WALL EXTERIOR WALL DIAPHRAGM BOUNDARY AND OVER Ga. EXTERIOR WALLS AND SHEARWALLS:----—-----10d x 2 1 18 0 6"o.c, ALL SUPPORTED EDGES w._._,--------------- 14d x 2 1/8 Ca 6"o.c r 2-2x STUDS FIELD SHEARWALL PER PLAN1 - -�-----..,-.�_ SHEAR WALL �° PER HOLDOWN - ___...._.....,...•..._•...____ 1 / BOTTOM PLATE EXTERIOR WALL NAILING PER SCHEDULE-__-.-__ EC}GE t o€LING- - � 2 2x STUDS AT r-PLYWOOD PER PLANsIMPS(]N MST STRAP T{E FIRST FLOOR SHEATHING: EACH HOLDOWN PER PLAN, F ILL AIL HOLES -_ W/ 10d x 2 1/8 LONG 3,/4" T&G, CDX. PLYWOOD, INDEX( 40/20, SOLID BLOCK ALL SHEET EDGES, �..,. , i .�-EDGE NA€LING. PLYWOOD ! GLUE TO ALL MEMBERS W/ ICBO APPROVED STRUCTURAL ADHESIVE, LAID FLR. JST. PER PLA N- TO EACH DOUBLE STUD. I UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER ENDEDGE NAILING , r I COMMON NAILS JOINTS. RAIL AS FOLLOWS. FLOOR FLOOR DIAPHRAGM BOUNDARY AND OVER .---SIMPSON MST STRAP TIE PER DECK FL.R JST. OR BEAM s'" EXTERIOR WALLS AND SHE W -_ AR AILS ___ 10d x 2 1 8 4 0. PER FLAN---- / I _ PLAN; FILL ALL 2 181/8".. COMMON NAILSHCMM Wf 1IDd xALL SUPPORTED EDGES-.--- ....._.----------_---I Od x 2 1 /8 0 4"o.c. . SHEARWALL PARALLEL TO FLOOR JOISTS FIELD-----.�--_-�-----�----------.�.�...�...�__.- 10d x 2 1/8 @ lO"o.G. S- - --JOIST - a 16c1 BOTTOM PLATE MAILING PER / 8d 'PLY. EDGE MAILING PLAN HANGER SHEARWALL PER PLANT-------------., i JOIST PER PLAN / BOTTOM PLATE 'FLOOR Q CONTINUOUS RIM JOIST -''/ NAILING PER 5CHEIDl1LE- -- .� - P.T. 2xlO LEDGER W/ .�4 16d AND F GE NAILING____-__ ,• (1 ) 1{, 2„0 x 4" LAG SCREW a ,6"o.c. FLR JST. PER PLAN - -� BEND STRAP AROUND BEAM-- BEAM OR MULTIPLE JOIST ��--EDGE NAIL PLYWOODt PER PLAN �- EXTERIOR WALL - ; TO EACH DOUBLE STUD {TYP.) 2x SOLID BLOCKING UNDER SHEARWALL----- SHEAR WALL-! 2-2x STUDS PER HOLDOWN g SHEARWALL PERPENDICULAR TO FLOOR JOISTS ELEVATION w TYPICAL DECK INTERIOR SHEARWALLS MST HOLDOWN AT FLOOR MIST HOLDOWN AT FLOOR 1. 0 0 ° x- 3 -EDGE NAILING PLY. TO �s : �_. SHEARWALL SCHEDULE EA. MULTIPLE STUD . . * . BOTTOM PLATE ATTACHMENT. • . PANELS PANEL EDGE TOENAILING OI' a MARK SHEATHING EDGE NAILING JOIST' OR BLK'G -�.---3-2x STUDS � FACENAILING TO ANCHOR BOLTING 3-7/8"o- BOLTS . . BLOCKED. FASTENING TO TOP PLATE WOOD BELOW TO CONC. BELOW � 7f 16" CDX PLY, OR O} S.B. ONE SIDE YES 8d @ 6"o.c. 16d 0 6"o.c. 16d 0 6"o.c. 1/2"0 A.B. 0 48"o.c. 0 5 7 ■8 ---SIMP'SON HD8A 7f 16" CDX .PLY, OR O.S.B. ONE SIDE YES 8d @ 3"o.c. 16d 0 4"o.c. 16d 10 4"o.c. 1/2"0 A.B. 0 24"o.c. � ��ddl HOEDOWN --- _ ' • • --A.B. PER SCHEDULE ROWS 2 ROWS $ 4: 7f t6 CDX PLY. OR O.S.B.0TWO SIDES YES 8d 3"a.c. 16d @ 4"o.c. 16d 0 4"o.c. -1/2"0 A.B. 0 12"o.c. . . . : -- --- _ ® � 15 f 32" CDX .PLY. OR O.S.B. ONE SIDE YES 14d 3"o.c. 16d ® 3"a•c, 16d 3"o.c. 1/2°� A.B. 24"a,e. �,,,, F NIA _ - _7f8"d BOLT OR THREADED ROD Ld 0 _ I __.3/8" x 4"0 PLATE WASHER CONCRETE i MATE: FOUNDATION SHEARWALL NOTES. 5/'5/s� NUT I. NAILS SHALL 6E 1Qd x 2 1/8" LONG COMMONS OR 8d COMMONS PER SCHEDULE. SOLI13 BLOCS SCALE: AS SHOWN ALL UNSUPPORTED PANEL EDGES. NAILING APPUES TO ALL PANEL EDGES, TOP f E G (} AND i� BOTTOM PLATES AND EDGE BLOCKING. NAIL INTERMEWATE FRAMING MEMBER W/ 10d OR 8d PER SCHEDULE 0 .1.20. . ELEVATIONDRAWN, Os 2. FACENAIL PLYWOOD TO MULTIPLE STUDS AT HOLDOWN LOCATIONS WITH SAME EDGE NAILNG PATTERN. 3. ALL NAILS SHALL g1= COMMON NAILS. JOB: B4:43 4. AT TWO SIDED PLYWOOD SHEARWALLS, STAGGER PANEL SPLICES TO FALL ON ALTERNATING FRAMING MEMBER& SHEET " HDA HOLDOWN AT 13 FOUNDATION OF �' I a t .s { x ka- r rl V Ilk APPROVEDFOR STRUCTURAL DETAILS ONLY j4- 1/411 v t 1 T ttL APPROVEDFOR mot:- .�. I C ' STRUCTURAL DETAILS ONLY '�. -7 ® N"ALfLoo . Fr I V-22--..9 50 `! OW 4 1 r� y i A "ham 3 a j s k oe &)000,fjl) IF APPRUVED FOR _ STRUCTURAL DETAILS ONLY or � rl �3 . ... r et y 1.000, . ewe . r f r i t r t y{f I.. r k oft J, fil '43 A �mrAca) # t f` 74 ra 1 }'r f - sib. - Ar - lot f 0`7 1 } I APPROVED FOR STRUCTURAL DETAILS ONLY d # Ff fo �a f t. CA E i Jai Ia - IN k r E � yam- I �: st ''� - w W 5 SYSTEM EEC r. 15GRI 110 SKETCHAND DES1 DATA ClUE LAYER "../5* -tY .X ss*e AP PA Nt1 OR •'R16NT �r.� ^_ LF-5 TO MACH Sim 2 x 4 5 � AT 16` 0':. 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