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20130132 Approved Full Size Plans 05072013
W (: 2 c' M [E D= UC�G3 Zz [D) [:D) D U U (D) H 624 CRYSTAL SPRINGS R AD YELM, WASHINGTON 98.5-97 BID SET 1 CLIENT YCS /UCBO P.O. BOX 5320 YELM, WA. 98597 CONTACT: CINDY CECIL PHONE: (360) 458 -8600 FAX: (360) 458 -4226 SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.O.S. - Face of structure (E) - existing DETAIL DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATC14LINE ARCHITECT HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: TRAVIS NESS PHONE: (253) 922 -9037 FAX: (253) 922 -6499 TA 0 OI F.0.5. I 0 A i - -� 3A I 72 ` - -� 3A 6D ®6A 3D 2 � ■ I � I � NORTH ARROW a NORTH N a N km� 9� E 'z zg 8 �J a ■ CONSULTING ENGINEERS, INr. 'ENUE SOUTH GTON 98032 AREA MAP V V LOCATION NORTH N.T.S. GEN ERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE COM OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMIMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, CONDUITS AND EQUIPMENT. B. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. 9. LABORATORY 'TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. CONTRACTOR TO PROVIDE INDEfRENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING. 10. REPAIR/REPLA:CE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. 11. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC, 12. REFER TO SHEET A200 FOR TYPICAL CABINET DETAILS AND PLUMBING FIXTURE AND TOILET ACCE5$ORIES MOUNTING HEIGHTS. VICINITY MAP a� NORTH LOCATION SHEET INDEX GENERAL DRAWINGS G001 COVER SHEET 0002 SITE PLAN CIVIL DRAWINGS CI CIVIL COVER SHEET C2 TEMPORARY EROSION SEDIMENTATION CONTROL PLAN C3 GRADING AND STORM DRAINAGE PLAN ARCHITECTURAL DRAWINGS AI00 FLOOR PLAN, ROOF PLAN AND RCP A200 SCHEDULES AND INTERIOR ELEVATIONS A201 SPECIFICATIONS AND FINI5HE5 A300 EXTERIOR ELEVATIONS AND SECTIONS A700 DETAILS 32' 0 16' 64' SCALE: 1/32° = 1' -0' MECHANICAL DRAWINGS MECHANICAL PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL ELECTRICAL DRAWINGS ELECTRICAL PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL PLUMBING DRAWINGS PLUMBING PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL PROJECT INFORMATION ZONING PARCEL NUMBER FLOOR AREA ADDITION AREA PARKING GYM 4 STAGE: 1:10 OCCUPANTS (509/10) THRIFT SHOP: 1:250 S.F. RETAIL (1220/250) 1:1000 WI-15E (2400/1000) FOOD BANK: 1:1000 WHSE (1880 /1000) COMMUNITY CENTER: 1:10 OCCUPANTS (124110) TOTAL REQUIRED: TOTAL PROVIDED UNDER TIME OF: USE / SHARED PROGRAM) GOVERNING CODE OCCUPANCY GROUPS IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING HEIGHT IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING STORIES IBC TABLE 503 ALLOWABLE FLOOR AREA IBC TABLE 503 FIRST FLOOR OPEN SPACE/INSTITUTIONAL DISTRICT 22719240101 160 50. FT. 50.9 STALLS 4.8 STALLS 2.4 STALLS I.B STALLS 12.4 STALLS 73 STALLS 46 STALLS 2009 INTERNATIONAL BUILDING CODE R -3 - RESIDENTIAL V -8 40 FT. 3 STORIES UNLIMITED EXITING REQUIREMENTS L EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. - IBC 1008.I.B 2. ACCE55 TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNAGE IN ALL CASES WHERE EXIT WAY TO REACH THE EXIT IT 15 NOT READILY APPARENT TO THE OCCUPANTS. - NFPA 101 7.10.1.5.1 ACCESSIBILITY I. WHEN A BUILDING, OR A PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. IBC 1104.3 �1 ■�J __ _ _ _ AMERICAN INSflTUTE OF ARCHITECTS 5134 RECISTE CT ARCHTEECT BRUCE MCKEAN STATE OF WASHINGTON HELIX DESIGN GROUP, INC CEINTM :I3 MAY 0 6 2013 BY, YCS SHELTER ADDITION YELM, WA. REVISION DATE / I \ Bw SET 03 2155 Ii A PERMIT REV OF 01 A DATE JOB NO. 03.08.13 Al2 -093 PERMIT SET G001 DRAWING N0. 0 HELIX DESIGN GROUP, INC.: H yn,.rcMe, 11 10 of :h', document muy be :epmtluuE in o,, N:m ar b, any .-3 xINOUt peimlosnn fn wilting ham I @fu Design Group I 2 3 Ell J 0 7 0 SITE PLAN LEGEND N NOTE DESCRIPTION SYMBOL AND TEXT PROPERTY LINE IOO.w length (Ft) N 90.00'00' W 9 PROPERTY_ ® tVCENT 00.001 length (Ft) 8� angle (survey) BUILDING OUTLINE 40.01 ASPHALT PATCH. BUILDING 10 b PHASE I t.o.F. elevation, �a building dimensions a DECIDUOUS TREE ® existing (E) AND LANDING AT BUILDING (E) 0 SITE PLAN LEGEND SYMBOL NOTE DESCRIPTION SYMBOL AND TEXT PROPERTY LINE IOO.w length (Ft) N 90.00'00' W angle (survey) PROPERTY_ ® tVCENT 00.001 length (Ft) N q000'001 'W- angle (survey) BUILDING OUTLINE 40.01 ASPHALT PATCH. BUILDING descriptian, b PHASE I t.o.F. elevation, T.O.F. 11 01 building dimensions ® DECIDUOUS TREE ® existing (E) AND LANDING AT BUILDING (E) NORTH ARROW project north RAMP AND STAIRS AS NORTH I SHEET NOTES SYMBOL NOTE 01 PROTECT EX15TING SEISMIC EQUIPMENT FROM DAMAGE THROUGH OUT CONSTRUCTION PROCESS. ® RELOCATE EXISTING SIGNAGE. ® SAW CUT EXISTING ASPHALT FOR CONCRETE CURB PLACEMENT AND INSTALL ASPHALT PATCH. ® RESTORE LANDSCAPING TO EXISTING CONDITION AFTER CONSTRUCTION COMPLETION. ® EXISTING FENCING. ® DEMOLISH EXISTING STAIRS AND LANDING AT BUILDING ENTRANCE FOR NEW ADA RAMP AND STAIRS AS SHOWN. ® SALVAGE AND PROTECT EXISTING TREE DURING CONSTRUCTION PROCESS. ® CAREFULLY REMOVE AND SALVAGE EXISTING VINYL SIDING AT ADDITION CONNECTION. RETURN SIDING TO OWNER. ® EXISTING COLUMNS FOR EXISTING PORCH CANOPY SUPPORT. ® TOP OF CONCRETE WALK SHALL BE FLUSH WITH EXISTING ASPHALT. 0 0 C C 10 N w , I,C Q w� o w w I* w o$ D O o! � VI a• l I I I I SITE PLAN SCALE: I" -01 E I X -- — NG X I SH R FF= .pd I C D l x II M4 In I` i �F I �p ADDITION I /- F G I H I J I K R -6 MODERATE DENSITY RESIDENTIAL E %6PNG EXISTING IXI$TNG FOOD HO iADDTION BANK THRIFf510RE ADDITION ADD91ON FF =33200 FF =W2.W FF= 332.00 ;• _ I T TT 7 °o'I o _ T / • Q rc I I � d Z EX1311NG • IO '�' GYMNMIUM - -- -- Ig, noonloN 9 EXISTING W COMMUNITYSERNCEB I ie 6y,F CENTER fF m 330.55 i 8 I ._ x I � � II • ya + \ +�-6i S 89'38'00' E 61 W LARD (S 119.361 E 633.70 NEA> R -6 MODERATE DENSITY 101 40' 01 201 Son SP -01 NORTH SCALE I" - 40' ENLARGED SITE PLAN a SCALE: 1/8 "-I'-0' 5P -01 NORTH SCALE: 1 /8' - 1' -0" D I E I F ( G I H I J I K d.' •'r 11 e, 5134 RARCHITECT 3 BRUCE MCKEAN STATE OF WASHINGTON ereerexxxxxxxxi HELIX DESIGN GROUP, INC 4 5 6 SITE PLAN 7 YCS SHELTER 8 ADDITION YELM, WA. REVISION DATE /�I\ BIB SET as 751n /2\ PERMIT REV OF 01 IR 9 DATE JOB NO. 03.08.13 Al2 -093 PERMIT SET 10 0002 DRAWING NO. © HELIX DESIGN GROUP, INC.: x if loareal No led Of the document may "e reproduced in any form or by any manna nIForr permission in win, firm Hnu. Dre, Gmap 0 0 • �A J • 0 EXISTING LEGEND u POWER METER s SLIM MNANENI (AS NOTED) POWER POLE * BENCHMARK MICRON BOX (AS NOTED) + ¢ SECTION CORNER (AS NOTED) TELEPHONE RISER (AS NOTED) • FOND REBAR/CAP (AS NOTED) ❑ FOUID LEAD/TACK CATCH BASIN (CB) SAMMRY SEWER MANHOLE (59M) ss — SINRARY SEWER LINE SAMMRY SEWER GEN OUT (SSCD) SD— STORM DRAINAGE LINE � w— RATER LIE GAS VALVE c POWER OVERHEAD WATER VALVE (•Q x x X CHAIN UNK FENCE 2 BIBBED WE FENCE FIRE HFDRINT (FH) PROPOSED WATER METER U �--�� SILT FENCE SIGN H (HC) HVW1Y CAPPED SIGN .W 0 CONCRETE LIGHT POLE 1--Au SPOT ELEVATION Z K Z W CON LOG ® 9 I a m ,gn I ¢ nN E ExI�RG i2R fF =33100 _ . w• i , * 1 mom\ S 69'38'G6' E 634. €6 LM n-W 02' E 534 V !t£A_ ; BUILDING EXPANSION COVER SHEET - -. Fr -7 IN S 89 ^38'88' E 634.88 LARG (S 69 ^35'59' £ 533. l0 KEA.J �s V CALL BEFORE YOU DD 1- 800 - 424 -5555 (u r 0 9 SITE 19 IN ` G3Se Af� M1 4 YELL WAAHI1MGR0EW: r4me„ +W LEGAL DESCRIPTION LEGAL DESCRIPTION LOT 1 OF THE CITY OF YELM LARGE LOT SUBDIVISION No. 8031 AS RECORDED IN AUDITOR'S FILE No. 9106200018 IN VOL. 4 OF LARGE LOTS, PG. 130 RECORDS OF THURSTON COUNTY, WASHINGTON. ! �!� BENCHMARK (((j CITY OF YELM SEWER DATUM BENCHMARK: BRASSIE W /PUNCH SET IN CONC. AT CENTERLINE CRYSTAL SPRINGS i Ill 1(,EI ELEV. AD S.E32A9ND NORTH PROP. LINE BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: ALI SADR, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251 -6222 ill INDEX OF SHEETS: 10f 3 COVER SFEET 2 of 3 TEMPORARY EROSION SEDIMENTATION CONTROL PLAN 3 of 3 GRADING AND STORM DRAINAGE PLAN re.°es a °we xim°cY. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 0 C a W N �R Z 01 1E N OI z� O 9m 2 = x 'COL 3 fn w J � Z 1 r U _ U M Ia^ V o u Y Z fn N II I C) VYJ w O � U X�FQ- J 2 O Y S o u Y Y N II I VYJ X O Y S U H .W 0 Z >V> O Z K Z W 0 x a Z z W N w 2 a M N N p O N 00 LO R Z 0 00 N I'- S ZrnOao I Wz C'4 a 3rin z uz N � NN Z 5 N c V Z N N y �Ytt UN v N ON", b � 661 J a W tNo N 1 � .A < Or b + $ E GO n N N E i N o i a V n V V U t L BUILDING EXPANSION GRADING AND STORM DRAINAGE PLAN r -20' 0 10 20 40 � I BEN R MARK: TOP OP CGNC MON EXISTING ROCKERY S 89 ^38' 06° E 634,16 LAR ELE , 329. s 1YAL.. 08° E 63 7 CO- - --------------------------- --- J -.... ..m .. ...._— _m.. _ _.. .. ._ t - -1� .. ................. . EXISTNG -- .__ _ -_ - -.. - -_ __ __ __ _ - ------ EXISTING 1€ � r i GATE V ,.___ - -- 1 I EXISTING SHE�TER _ FF = 32.04 i N BUISHELTER A A _ ®1 t 1 1 ZfL q° �1 0. Lc U 5 SS vc UMI SEE EVAN BOMM RW EXISTING DRAINAGE -------- - -- , SWALE TO REMAIN [ f J f 3 x 77 � �, ¢ ¢ W <r n O ISO (•7 �O f0 c �L5 '. c< ■ .) v APPROXIMW L,OCAURN OF UNDERGROUND LINE, NEED FIELD VERIFICATION OT' UNDERGROUND LOCATION l� EXISTING Ii STORM NIATER I RETEST EL 32344. ICI Iii L d +4 ss Nk.(T .k INU s�tEq EXISTING { /_ __- Fa�am...:.m. asoa �_ ..._ . ........ ......... ......... .......... .m.m... ; E,S'NC, ( Fry XISTING EXISTIP v \ T- :FT SHOP i FOOD f E6 AND _ ( BANK TNPIF 7 - 332M �. FF - 332.00 F 332,00 PARKINr SIGNS n4� ]� _3 C_ 3 _ C _] t__3 C � C ] L� C � .^. L � � - `�i-+•��-.. T C° _� C_��] C b C_ .�..... ��tl�j_ iJ f ✓ E= o °� o � 0 TRANSF%RME PAD ______,.,+ T� faaam- `- '- -aa�l= ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ f� — -_ ,. - - f_ - - ,__ - - _- - - - --- 1 �` ■ '', ■.. EXIT NG �-' I I ■ ■ GATE ,___ ■ ' EXISTING ■ SHELTER �I FF = 332.04. FXIST`NG I / I NEW POUR IN PI ADDITION CONCRETE CURB CO SHELTER S SHELTER � �� v.v..3J1.a CENTER SAWCUT LINE FF = 330.55 WRETE I EX. C.O. TO BE =- ADJUSTED TO ' '1 ■ NEW GRADE A _ f ■ L I I 1. co 30.79 ��•, , � ■ I I � iY y I I 31.34 s' 2' WIDE NEW y AC PAVEMENT RAMP , i ,��' 330.19 331 0 _ NEW POUR IN eG ■ �� NEW W066 CONCRETE .CU IT 3 FRAMED ADA NEW WOOD Q. _,.� ACCESS RAMP'x ■ FRAMED ADA `"--_ ACCESS RAMP S „ SAWCUT LINE �y ■ AND STAIRS _ }I ■ EX. SIGN TO BE 1 \ RELOCATED TO \ BACK OF NEW ■ CONCRETE WALK - EXISTING �q\ \\ s PLAYGROUN \\ \ QP r AREA 1 ■ , , �`f1' I� �J m _. ,. a�•� l 1 Yn '� IT EXPANDED VIEW SCALE: 1"=10' ■ ■ ■ ■ ■ ■ ■ ACE ■ g n. ZO uj z c 3 X J Z �g 9a� U m Z V M \ 8 6 o Z� N v% p� 0 Q O� w3 w U X J 40 Iit 0 x > m x o Y M O P C o Y x a o v M F N t] U m O v N z= a N N w a z x O = W 4 w W lai Z a v N 00 0Q ,O m C14 00Z to 00 > = Z n W W O 3 o Ln = � ON 04 5': N /�1 W OD Y'NvV ow v `o 0 E a 8 e Goy$ T N M 0 IN 2 �0 a � a v Lr I A 2 3 0 k, R 7 i 8 LEGEND DESCRIPTION SYMBOL AND TEXT 3 roam number 100 material ceiling height 8-0 SURFACE 9 2'x4' fixture, coordinate with electrical F02 EXHAUST FAN (75 CFM @ 0.1" 3. DUCTWORK SHALL COMPLY 1,yITH STATIC PRESSURE) kk'm� 9� INTERLOCKED TO LIGHT, 5� 10 as (FAN RUNS 20 MINUTES a AFTER LIGHT TURNED OFF). g< a ROUTE b" ROUND DUCT UP SHELTER ELECTRICAL SYSTEl. TO ROOF CAP. F03 REFLECTED CEILING PLAN LEGEND LEGEND DESCRIPTION SYMBOL AND TEXT CEILING IDENTIFICATION roam number 100 material ceiling height 8-0 SURFACE FIXTURE 2'x4' fixture, coordinate with electrical M /E /P SHEET NOTES LEGEND SYMBOL NOTE F01 FLOOR MOUNTED, TANK TYPE I. WATER PIPING SHALL BE TYPE WATER CLOSET, AMERICAN COPPER. STANDARD OR EQUAL, ADA 2. WASTE AND VENT PIPING SH COMPLIANT. F02 EXHAUST FAN (75 CFM @ 0.1" 3. DUCTWORK SHALL COMPLY 1,yITH STATIC PRESSURE) 4. COLD /HOT WATER SUPPLY SIA INTERLOCKED TO LIGHT, PROVIDED BY CONNECTING T WITH TIME DELAY RELAY EXISTING SHELTER SYSTEMS (FAN RUNS 20 MINUTES 5. POWER SUPPLY SHALL BE P AFTER LIGHT TURNED OFF). BY CONNECTING TO EXISTIN ROUTE b" ROUND DUCT UP SHELTER ELECTRICAL SYSTEl. TO ROOF CAP. F03 ELECTRIC FORCED AIR 14ORIZONTAL AND VERTICAL CEILING HEATER (2000 LOCATION OF SEWER AND WATTS, TPI/MARKEL 3000 COORDINATE WITH PLUMBING SERIES OR EQUAL). F04 ELECTRIC FORCED AIR SIDE SEWER TO EXISTING S CEILING HEATER (2000 SERVICE LINE. WATTS, TPI/MARKEL 3000 D.S. SERIES OR EQUAL). F05 SINGLE HANDLE FAUCET, O MOEN, ADA COMPLIANT. F06 FIBERGLASS FREE STANDING LAUNDRY SINK, WITH SERICE TYPE FAUCET HAVING INTEGRAL VACUUM BREAKER. F07 WASHER BOX, WITH WATER HAMMER ARRESTOR INTEGRAL. FOB REMOTE THERMOSTAT WITH GUARD. F09 ROUTE 4' DRYER VENT UP TO ROOF CAP. FIO RECESSED SHOWER UNIT WITH DRAIN AND ACCESSORIES. 0 M /E /P GEN. NOTES LEGEND DESCRIPTION DESCRIPTION NOTE I SYMBOL AND TEXT I. WATER PIPING SHALL BE TYPE 'L' COPPER. @ 16, O.C. 2. WASTE AND VENT PIPING SH L BE NO -HUB CAST IRON, OR PVC DWV. 3. DUCTWORK SHALL COMPLY 1,yITH @ 16, O.C. 4. COLD /HOT WATER SUPPLY SIA LL BE PROVIDED BY CONNECTING T 1 EXISTING SHELTER SYSTEMS I' -0' 5. POWER SUPPLY SHALL BE P OVIDED BY CONNECTING TO EXISTIN 3A SHELTER ELECTRICAL SYSTEl. TO REMAIN 6. CONTRACTOR TO FIELD VERI sY THE 14ORIZONTAL AND VERTICAL LOCATION OF SEWER AND 7A COORDINATE WITH PLUMBING CONTRACTOR TO CONNECT E NEW SIDE SEWER TO EXISTING S ER SERVICE LINE. 1 141' F.0.5. OI IETAL ACCESS (LOCKABLE) F.O.S. O2 1' 4' 0' 2' 8' SCALE 114" = 1' -0' -- F.O.S. OI F.O.S. O2 in 4' D 0' 2' 8' VORTH SCALE 114" - 1' -0' D I E F FLOOR PLAN LEGEND DESCRIPTION DESCRIPTION DESCRIPTION I SYMBOL AND TEXT ROOM IDENTIFICATION RMNAMEI room name @ 16, O.C. room number 100 BUILDING OUTLINE — — — — BELOW 2xb WOOD 5TUD5 ODOR @ 16, O.C. door number, J 'MIN L min door strike 1 Side clearance b' distances I' -0' T-P MIN 3A INTERIOR ELEVATION TO REMAIN elevation number 10A 5A shat number 7A WINDOW SAC LAUNDRY SINK I DOWNSPOUT AND SPLASH6I.00K D.S. locatiom, match existing WINDOW O window type designation WALL TYPES NOTES DESCRIPTION DESCRIPTION SYMBOL AND TEXT WALL TYPE 1 1. INSTALL SOUND BATT AT INTERIOR WALL. 2x4 WOOD STUDS ridge line RIDGE @ 16, O.C. direction indicator, WALL TYPE 2 BUILDING OUTLINE — — — — BELOW 2xb WOOD 5TUD5 below roof overhangs @ 16, O.C. continuous watertight WALL TYPE 3 to d.s. 2xB WOOD STUDS GUTTER @ 16" O.C. WALL TYPE 4 EXISTING WALL TO REMAIN E F G ROOF PLAN SYMBOLS NOTES DESCRIPTION I SYMBOL AND TEXT ROOFING IDENTIFICATION material type BUILT-UP —1"e 1. INSTALL SOUND BATT AT INTERIOR WALL. ROOF RIDGE ridge line RIDGE SLOPE IDENTIFICATION :12 direction indicator, rise / run BUILDING OUTLINE — — — — BELOW building wall outline below roof overhangs ROOF GUTTER continuous watertight metal gutter, slope to d.s. ROOF LINE GUTTER D.5. BELOW SHEET NOTES NOTES SYMBOL NOTE F01 MAINTAIN CLEARANCE FROM 1. INSTALL SOUND BATT AT INTERIOR WALL. EX15TING WINDOW. F02 ROOF OUTLINE ABOVE. F03 EXISTING SIDING REQUIRED TO BE REMOVED DOWN TO SHEATHING SHALL BE SALVAGED AND RETURNED TO OWNER. GENERAL NOTES NOTE 1. INSTALL SOUND BATT AT INTERIOR WALL. INSULATION G H I I K I A B ci N N PA MATCH HEIGHT METAL VALLEY FILASHING, WITH EXISTING EXHAUST FAN I RETURN UNDER SHINGLES DOWNSPOUT 12" MINIMUM / TO SPLASHBLOCK Helix d e sign groLi p F.D.S. OI COMPOS! TT SHINGLE (E) 2 — RIDGE ROOF JACK TO MATCH to EXISTING - TYPICAL. PROVIDE TOTAL OF 12' AMERICAN INSTITUTE OF ARCHITECTS uu COMPOSITE_ OF FREE VENT AREA SHINGLE (IB" AT BOTH TOP AND I \ BOTTOM VENTS) EXTEND EXISTING VENT AND ROOF F.O.S. JACK ROOF THROUGH I, \ \ 5134 Ra cH�iTERE NEW ROOF \ \ 3 BRUCE Iii \ STATE OF WASHINGTON DOWNSPOUT TO DRY -WELL HELIX DESIGN GROUP, INC a� I' 4_ 4 ROOF PLAN 2' B' SCALE: 1 /4'=1'-0" FP -10 NORTH SCALE 114' = 1' -0' A) (B 2' -4 'I 3' -0' L 4' -10" L 4' -0' L 2' -4" 3' Fo3 �` I IRESTROOM 10CIon Asoo LAUNDRY I -- _ -- - - -._ _ - - - - -J F02 T- IOA 5 ri FLOOR, ROOF AND 7 REFLECTED CEILING PLANS F.O.S. @ YCS SHELTER 8 ADDITION YELM, WA. 4' FLOc�R PLAN P' � 0' 2' B' SCALE: I /41' =I' -o" FP -10 NORTH SCALE 1/4' = 1' -0' H I I K REVISION DATE A BIB SET 03 26 IS PERMIT REV a501 la 9 DATE JOB NO. 03.08.13 Al 2-093 PERMIT SET ° Al 00 DRAWING NO. © HELIX DESIGN GROUP, INC.: x no r«.e. N, patl urthe "oamem may be 1,yold wE m a, farm ma, any means without "ermis- in riling 'r m uau Design Gma" I 2 3 L7 5 r,� A I B SCH� 2' SCH N / / w DOOR TYPE DI FRAME TYPE FI 8,Y DOOR / FRAME / WINDOW TYPI SCALE: 114'1 !�J ELEVATION SCALE: 1/4 " =I'-0' it 14' — a. 0' PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL MOUNTED ITEMS. COORDINATE HEIGHTS AND LOCATIONS. FRP WAINSCOT - TYPICAL ALL WALLS _eTcL47:Lf; TOILET PAPER DISPENSER COVED BASE 2' B' KALE I/4' - 1' -0' 7 ELEVATION SCALE: 114 " =I' -0' IE -01 Ol 21 O Al I x,51 K 9d J 9 �g OWNER PROVIDED WASHER/DRYER CONTRACTOR INSTALLED FRP WAINSCOT - TYPICAL ALL WALLS COVED BASE If ELEVATION R� gg= 3 10 SCALE: 114' =1' -0' S� a a I� A .7 1:13 4' B' 141 = 11-00 4' m —w 0. 2' B. SCALE 114' - I' -0' C IU E WINDOW TYPE Q WINDOW TYPE ELEVATION SCALE. 114'=1'-0" SERVICE M REGE55ED SHOWER UNIT P SOAP DISPENSER PAPER TOWEL // DISPENSER >a p� w��u1 1' 4' IE -01 0' 2' 8' SCALE 114' we 1' -0' COUNTERTOP 3ACK5PLASH SUPPORTS ELEVATION 1. 4' SCALE: 114' -1' -0' IE -01 0' 2' B' SCALE 1/4' - 1' -0' F I G I H I J I K ROOM FINISH SCHEDULE ABBREVIATIONS N0. ROOM NAME FLOOR BASE CEILING WALL NOTES MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH FIRST FLOOR GLAZING VINYL FF DISHWASHER GYPSUM N.I.G. NOT IN CONTRACT 55 STAINLESS STEEL SCHEDULE NOTES 100 RESTROOM 5V I FF I CB I GWB PT GWB PT Ell 101 LAUNDRY 5V FF CB GWB PT GWB PT Ell PT FI SCHEDULE NOTES GENERAL SCHEDULE NOTES Ell INSTALL FRP ON ALL WALLS TO B'-0' A.F.F. [27 + [37 + [47 + [57 + DI I. REFER TO PROJECT MANUAL, SECTION 01910, 'COLOR AND MATERIALS' FOR FINISHES. 2. "PAINT' (PT) 15 A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09900, 'PAINTS AND COATINGS' FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM 'PAINT' REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS. 3. PROVIDE HORIZONTAL BLINDS AT ALL WINDOW LOCATIONS. DOOR SCHEDULE ABBREVIATIONS FRAME NO. DOOR MATERIAL RATING HARDWARE GROUP FRAME NOTES SIZE (w z h) TYPE MATERIAL FINISH GLAZING MATERIAL FINISH TYPE GLAZING VINYL FF DISHWASHER GYPSUM N.I.G. NOT IN CONTRACT 55 STAINLESS STEEL SCHEDULE NOTES ALUMINUM GENERAL SCHEDULE NOTES Ell RAIN GLASS OBSCURED GLAZING [23 + Cal + 100 3' -0' z it I DI HM PT - - HW -I HM PT FI - 101 3' -0' z b' -B' DI HM PT - - HW -2 HM PT FI - SHEET VINYL GWB GYPSUM WALLBOARD BB BACKER50ARD E.P. ELECTRICAL PANEL O.C. ON CENTER TB TACKBOARD BD BOARD EQ EQUAL GYP GYPSUM O.H. OVERHEAD TBB SCHEDULE NOTES GENERAL SCHEDULE NOTES HW-1 LOCKING WITH CLOSER (PRIVACY FUNCTION) HW -2 LOCKING WITH CLOSER (STOREROOM FUNCTION) H HEIGHT I. REFER TO SPECIFICATIONS, DIVISION B, 'HARDWARE' FOR HARDWARE REQUIREMENTS. WINDOW SCHEDULE ABBREVIATIONS FRAME RATING INCITES MATERIAL TYPE MATERIAL FINISH GLAZING STANDARD ABBREVIATIONS ACT ACOUSTICAL CEILING TILE WI VINYL FF GLASS FIBER REINFORCED MTL METAL 02 1 V -0" X 3' -0' 1 W2 VINYL FF DISHWASHER GYPSUM N.I.G. NOT IN CONTRACT 55 STAINLESS STEEL SCHEDULE NOTES ALUMINUM GENERAL SCHEDULE NOTES Ell RAIN GLASS OBSCURED GLAZING [23 + Cal + GL I. REFER TO PROJECT MANUAL, SECTION 01910, 'COLOR AND MATERIALS' FOR FINISHES. 2. REFER TO SPECIFICATIONS, DIV151ON 8, 'GLAZING' FOR GLAZING REQUIREMENTS. 3. WINDOWS SHALL MATCH EXISTING STYLE AND OPERATION. STANDARD ABBREVIATIONS ACT ACOUSTICAL CEILING TILE D.S. DOWNSPOUT GFRG GLASS FIBER REINFORCED MTL METAL SLR SEALER AD-1 ADJUSTABLE DW DISHWASHER GYPSUM N.I.G. NOT IN CONTRACT 55 STAINLESS STEEL ALUM ALUMINUM EA EACH GL GLASS NO. NUMBER STL STEEL GLIB GLUE LAMINATED BEAM AWF ACOUSTICAL WALL FABRIC EL. ELEVATION N.T.S. NOT TO SCALE 5V SHEET VINYL GWB GYPSUM WALLBOARD BB BACKER50ARD E.P. ELECTRICAL PANEL O.C. ON CENTER TB TACKBOARD BD BOARD EQ EQUAL GYP GYPSUM O.H. OVERHEAD TBB TILE BACKERBOARD H HEIGHT BLKG BLOCKING EQUIP EQUIPMENT OPNG OPENING THK THICK HB HORIZONTAL BLIND 50T BOTTOM (E) EXISTING OPP OPPOSITE T.O.B. TOP OF BEARING H.B. HOSE BIB C COMPACT EXT EXTERIOR PFT PORCELAIN FLOOR TILE T.O.F. TOP OF FLOOR HC HOLLOW CORE CAB CABINET FF FACTORY FIN15H PLAM PLASTIC LAMINATE TRTD TREATED H.G. HANDICAPPED CB CHALKBOARD FIN FINISH PLY PLYWOOD T.S. TUBE STEEL HM HOLLOW METAL CL CENTER LINE F.I.C. FURNISHED AND INSTALLED PS PROJECTION SCREEN TWF TACKABLE WALL FABRIC BY CONTRACTOR HOR HORIZONTAL CLR CLEAR PT PAINT TYP TYPICAL F.I.O. FURNISHED AND INSTALLED HR HOUR CER CERAMIC BY OWNER OT QUARRY TILE U.N.O. UNLESS NOTED OTHERWISE CHRL CHAIR RAIL FLR FLOOR HT HEIGHT R RADIUS UNFIN UNFINISHED INT INTERIOR CLG CEILING f.O.I.C. FURNISHED BY OWNER (R) RELOCATED VCT VINYL COMPOSITION TILE INSTALLED BY CONTRACTOR JAN JANITOR CMU CONCRETE MASONRY UNIT RB RUBBER BASE VP VENEER PLASTER F.O.S. FACE OF STRUCTURE JT JOINT CONIC CONCRETE REF REFRIGERATOR W WIDTH FP FIREPROOFING LBS POUNDS (WEIGHT) COORD COORDINATE REQD REQUIRED W/ WITH F.P. FLAG POLE LG LAMINATED GLASS C.O.S. CENTER OF STRUCTURE RF RUBBER FLOORING WAIN WAINSCOT F.D. FLOOR DRAIN LIN LINOLEUM CPT CARPET 5 SOUND WB WHITEBOARD F.E. FIRE EXTINGUISHER MAS MASONRY CT CERAMIC TILE (5) SALVAGED WD WOOD F.H. FIRE HYDRANT MAX MAXIMUM D DEPTH SC SOLID CORE WG WIRE GLASS FT FEET / FOOT MB MARKERBOARD (D) DEMOLISH SCHD SCHEDULE WH WATER HEATER (F) FUTURE MDF MEDIUM DENSITY DBL DOUBLE FIBERBOARD SOT STATIC DISSIPATED TILE W/0 WITHOUT GALV GALVANIZED D.F. DRINKING FOUNTAIN MIN MINIMUM SG SAFETY GLASS WOM WALK OFF MAT GB GRAB BAR DN DOWN MIN. MINUTE SIM SIMILAR WP WORK POINT C I D I E I F I G I H I J I K Heli tl e. ARCHITECTS AMERICAN INSTITUTE OF 5134 REG1STER ED ARCHITECT 3 BRUCE MCKEAN STATE OF WASHINGTON eieeeweeeweeeeief HELIX DESIGN GROUP, INC 4 5 6 SCHEDULES AND 7 INTERIOR ELEVATIONS YCS SHELTER 8 ADDITION YELM, WA. REVISION DATE I BID SET 03.25.13 2 PERMIT REV. 05.01.13 9 DATE JOB NO. 03.08.13 Al2 -093 PERMIT SET ° A200 DRAWING NO. © HELIX DESIGN GROUP, INC.: III ^q newiw". No ooM1 of mm ercumenl mar be reo:oauom Ina ,farm or ly any means vlNem pownsiIn eating foam Helix Deelyn Grow I A I B SPECIFICATIONS GENERAL: THE FOLLOWING SPECIFICATION INFORMATION DESC FINISH, AND COLOR FOR MATERIALS TO BE USED FOR THIS F 15 NOT IDENTIFIED BELOW, THE ITEM SHALL MATCH BUILDING 2 PREDOMINANTLY THROUGHOUT THE FACILITY) FOR TYPE, QUA COLORS NOT SPECIFIED SHALL BE REVIEWED AND SELECTED TO THEIR PROCUREMENT BY THE CONTRACTOR. DIVISION I GENERAL REQUIREMENTS DIVISION 6 WOOD AND PLASTIC ROUGH CARPENTRY Framing ad Blocking: Hem -fir #2 and better, except beans and wood IgS -LJ� Metal plate carrected wood trusses; shall be manufactured by an accordance with approved shop and installatim drawings. a p fihn�?/4"fDf'IYeQI-i(nEustihiaYpt x'pfI Building Sheathing: Each sheet stall bear the trademark of the A grading shall conform to F5 1 -83 and Report No. NER -108 thill 7 as shown. Refer to drawing notes for type. Accessories: A. Nail Fasteners: See General Notes; use ha.- dipped gales manufacture). B. Joist Hangers and Framing Correctors: Galvanized sta framing conditions; Simpson, Bourman Morton Manufact approved. Refer to General Notes. C. Anchors Bolts, Bolts, Nuts, and Washers: Refer to Ger bolts shall conform to ASTM A307, hot - dipped galvani) exposed to exterior environment. D. Drywall Screws: A5TM 01002, bugle shaped heads, Typ L,gea)erv,ilA�iR,.t , F. Underlaymnrunt: No. 15 wpeFonated Asphalt Felt 1 8 G. Weather Barrier: DuPont Wrap. war Grace 4 Co. m FmtiFlash by Fortifiber Corp. 25 mil thin I. Subflow Adhesive: APA approved, waterproof, cartridge — FINISH CARPENTRY Plastic Laminate Window Sill Trim: NEMA LDS, Grade GP30. Fiberglass Reinforced Panels (FRP): Malite fiberglass reinforced Ia 9 9 mB L. 10 00 -I A I B C I D I E 3E5 THE LEVEL OF QUALITY, REFERENCES UECT. IF A SPECIFIC ITEM AAMA - Metal Curtain Wall, Window, Store Front ad Entrance - TANDARD (MATERIALS USED (Latest Edition). FY, AND FINISH. ANY AWI - Quality Standards of the Architectural Woodwork Institute HELIX DESIGN GROUP PRIOR BHMA - Builders Hardware Manufacturers Association (BFIMA) (A 3 (Latest Editions). Iuch up primer for galvanized GA -600 - Gypsum Aswiatim (GA) Fire Resistaae Design Mmes I to outdoor atmosphere to have MPI - Master Painters Institute (MPI) Architectural Painting Spex Edition). NWWCB - Northwest Wall and Ceiling Bureau Manual - (Latest Es SDI - Steel Dow Institute (SDI) Manual - (latest Edition). radius wall returns, and SSMA - Steel Stud Manufacturers Association (55MA) Product T: vide Specification Manual - (Latest Edition). WI) Manual - (Latest Edition). WWPA - Western Wood Products Association (WWPA) Manual - (I I - stadmds) Manual - COLORS AND MATERIALS Material Finish ad Color: Refer to Section 01910 COLORS AND M - (Latest Edition). for materials to be used far this project. 4 DIVISION 2 SITEWORK on) Not Used. )proveanufacturer in Ltruss DIVISION 3 CONCRETE nical Informatim Manual - CAST -IN -PLACE CONCRETE est Edition). Concrete: 28 day compressive strength - 3000p5i (6 sock mix). e, number of plies, and layup Reinforcing steel: 40,000p51, Grade 40, deformed bas accordance Vapor Barrier: 10 -mil thick clew polyethylene sheeting. 5 DIVISION 5 METALS zed steel (American on Cmadion STRUCTURAL AND ORNAMENTAL STEEL Materials: Steel Sections -ASTM A36, Steel Tubing -ASTM A500/gi sized to suit loads, joists ad Pipe -ASTM A53 / grade B / schedule 40, Bolts, Nuts ad Washer ing E Machine, Seattle, WA or ASTM A153 for galvanized Components, Welding Materials - Ali al Notes. Non- structural anchor being welded. I at exterior locations or where Finish: Shop and touch up prime - 55K 15, type I, red oxide. surfaces - 55PC 20, type I, inorganic, zinc rich. All steel expo: W. hot - dipped galvanized finish. HANDRAILS AND RAILINGS Materials: Steel tubing-ASTM A500, Grade B. Fittings -steel elbou mount brackets suitable for welded correction to tubing. Exposed 6 screws or bolts; Consistent with design of railing. DIVISION 6 WOOD AND PLASTIC ROUGH CARPENTRY Framing ad Blocking: Hem -fir #2 and better, except beans and wood IgS -LJ� Metal plate carrected wood trusses; shall be manufactured by an accordance with approved shop and installatim drawings. a p fihn�?/4"fDf'IYeQI-i(nEustihiaYpt x'pfI Building Sheathing: Each sheet stall bear the trademark of the A grading shall conform to F5 1 -83 and Report No. NER -108 thill 7 as shown. Refer to drawing notes for type. Accessories: A. Nail Fasteners: See General Notes; use ha.- dipped gales manufacture). B. Joist Hangers and Framing Correctors: Galvanized sta framing conditions; Simpson, Bourman Morton Manufact approved. Refer to General Notes. C. Anchors Bolts, Bolts, Nuts, and Washers: Refer to Ger bolts shall conform to ASTM A307, hot - dipped galvani) exposed to exterior environment. D. Drywall Screws: A5TM 01002, bugle shaped heads, Typ L,gea)erv,ilA�iR,.t , F. Underlaymnrunt: No. 15 wpeFonated Asphalt Felt 1 8 G. Weather Barrier: DuPont Wrap. war Grace 4 Co. m FmtiFlash by Fortifiber Corp. 25 mil thin I. Subflow Adhesive: APA approved, waterproof, cartridge — FINISH CARPENTRY Plastic Laminate Window Sill Trim: NEMA LDS, Grade GP30. Fiberglass Reinforced Panels (FRP): Malite fiberglass reinforced Ia 9 9 mB L. 10 00 -I A I B C I D I E 3E5 THE LEVEL OF QUALITY, 2( t4QN I UECT. IF A SPECIFIC ITEM THERMAL AND MOISTURE PROTECTION TANDARD (MATERIALS USED HARDWARE FY, AND FINISH. ANY INSUIJxTION HELIX DESIGN GROUP PRIOR General: Provide batt insulation ad vapor barrier at all exterior walls ad roof. Thermal Insulation: High Density, Pre - formed glass -fiber batt, mfaced, R -value as noted on Iuch up primer for galvanized drawings or R -value to meet current code. I to outdoor atmosphere to have Perinneter Foundation Insulation: Polystyrene insulation, extruded cellular type, square edges, Owens Coming 'Foanulw'. VaPorr Barrier: 2 mil, vinyl behind GWB surfaces ad 0.007 inch thick aluminum foil laminate reinfiorced with glass fiber scrims at exposed locations. Lap over framing ad seal penetrations. radius wall returns, and S0UFKd Insulation: Pre - formed, 3 -1/2 Inch thick, glass -fiber butt untaxed. Pravide in walls vide Specification Manual - Surrounding bathrooms, offices, conference roans ad other locations now an drawings. WI) Manual - (Latest Edition). VINYIL SIDING I - stadmds) Manual - Lap !siding to match existing vinyl siding, to include all components necessary fm complete installlation. - (Latest Edition). drauiings. Provide 10 -yew manufacture's warranty for sealed Insulating glass units. cation Manual - (Latest SHINGGLES Asphalt Shingles; GAF 'Marepis WeatFerMax' Class A glassfibere matt base, mineral grmuale on) Surface type; 30 -yew warranty, self- sealing type. Include all components for complete )proveanufacturer in Ltruss manufacturers installation (weather barrier, nails, plastic cement, vents, fleshings etc.) nical Informatim Manual - 5HEI~T METAL TRIM est Edition). Pre - tooted galvanized steel, ASTM A525, G90; hot - dipped galvanized core steel, epoxy pre- primed e, number of plies, and layup PVF finish, 24 gauge. Gutters; profile to match existing, 24 gauge, with gutter straps at 36' o.c. TRIALS for finish and color Downspouts and Downspout Hangers; profile to match existing, 18 gauge. SFAL.ANTS Materials: Acrylic latex sealant at interior joints anal gaps, except mildew - resistant silicone sealant at PlIumbing fixtures. Silicone sealant at exterior joints. DIVlirnnl & DOORS AND WINDOWS HOLLOW METAL DOORS AND FRAMES - SDI w NAAMM Hollow Metal Doors: Steel, 18 gauge with baked on rust inhibitive primer finish. (I6 gauge ASTM specification A -615. galvanized steel ad insulated at exterior locations, maximum U -value of 0.60). Hollow Metal Frames: Steel, 16 gage with baked on rust inhibitive primer finish (galvanized steel at eSIterior down). C I D I E F G DIVISION 10 SPECIALTIES TOILET AND BATH ACCESSORIES General: All accessories and mounting heights shall conform to the Americans with Disabilities Act (ADA). Accessories: Provide the following accessories: Toilet paper dispenser, metal trimmed mirror (24 inch x 36 inch), soap dispenser, paper towel dispenser and hadicap grab bars. EQUIPMENT Not Used. FURNISHINGS MANUFACTURED CASEWORK Manufactured Casework: Plastic Ianinate faced cabinetry. Face Laminate: NEMA LDS, Grade GM. Countertop: NEMA LD3, Grade GP50. DIV15ION : PLUMBING 51hower Enclosure: Lasco Model No. 36AC, ADA acrylic shower enclosure with optional drain ad grab bars, interim dimensions of 36' wide by 36' deep by 84' high. Enclosure shall be reinforced for shower wit. Provide complete with shower rod and curtain, contractor to verify configuration. Shower Unit: Symmons No. 96 -1 -295 -X Temptrol system; with pressure mixing valve with piston, lever hadle with adjustable screw stop and integral service stops, Fre Flo adjustable shower head. Bidder Design, refer to drawings for additional regpirements HVAC - ELECTRICAL Bidder Design, refer to drawings for requirements. DIVISION 32 EXTERIOR IMPROVEMENTS Asphalt pavement shall consist of one or more wursed of plan mixed asphalt concrete placed on a prepared foundation or base in accordance with WSDOT -APWA 2012 Standard Specifications for Road, Bridge, ad Municipal Construction, and in reasonably close conformity with lines, grades, thicknesses and typical verse- sections shown in plans. Asphalt pavement shall be composed of asphalt and aggregate which, with or without the addition of mineral filler ad blending sand as may be required, shall be mixed in the proportions specified to provide a homogenous, stable ad workable mixture. Seal Cod shall be slurry -type pavement sealer similar to Jerrite NJ -51 pavement sealer meeting A5TM 03320 -74T. F z J COLORS AND MATERIALS SECTION 01910 COLORS AND MATERIALS SUBMITTALS Selection: Submit manufacturer's full range of available colors for selection by the Architect of my item or material not scheduled in this Section. Size: Color, pattern, and texture submittals we to be Inge enough to adeeyately reflect range of vmiatim anticipated in the final product. Provide samples at least a nominal 8 inch x 10 inch in size. PRODUCT OPTIONS AND SUBSTITUTIONS Substitutions: In accordance with this Section. Color, pattern, ad texture availability of substitute proposed far my material or item scheduled in this Section will constitute valid criteria for Architect's approval or disapproval of request. SCHEDULE Items me listed by Section as follows: CA5T -IN -PLACE CONCRETE Vertical Concrete: Texture - Smooth Finish. Sealer. Horizontal Concrete: Texture - Brown Finish. METALS Hadrails: Painted. Match existing. FINISH CARPENTRY Exterior Wood Trim: Painted. Match existing. Plastic Laminate SiIVTrim: Color as selected by Architect, from manufacturer's full range of colors. Fiberglass Reinforced Panels (FRP): Color as selected by Architect, from manufacturer's full range of colors. VINYL SIDING Color: Match existing. SHINGLES Color: Match existing. SEALANTS Color: Match adjacent surface. HOLLOW METAL DOORS AND FRAMES Finish: Painted. As selected by Architect, from manufacturer's full range of colors. VINYL WINDOWS Finish: White to match existing. HARDWARE Finish: Brushed Stainless Steel. GLAZING Color: Clew (except rain glass at Restroon Window) 1 RESILIENT FLOORING AND CARPET Sheet Vinyl Flowing: As selected by Architect, from manufacture's full range of wlors. PAINTS AND COATINGS Exterior Painting ad Finish Schedule: Paint items installed under this contract to match the existing building colors. Interior Painting and Finish Schedule: All paints we to be selected by Architect from manufacture's full rage of colors. TOILET AND BATH ACCESSORIES Finishes: Stainless steel: #4 satin luster finish. MANUFACTURED CASEWORK Plastic Laminate: Allow one Color plastic laminate. I END OF SECTION 1 J 14 K �1 �IJ Helili CA to 2 AMERICA N INSTITUTE OF A 5134 REGISTERED ARCHITECT 3 BRUCE MLKEAN STATE OF WASHINGTON El 5 6 SPECIFICATIONS AND 7 FINISHES YCS SHELTER 8 ADDITION YELM, WA. REVISION DATE /I\ BID SET 037518 A2 REV 0501 IR 9 DATE JOB NO. 03.08.13 Al2 -093 PERMIT SET 10 A201 DRAWING NO. © Helix Design Group: All rights reserved. we pa or ale aowmm: may be :ep:uEU¢E n any (am or by any means do-an: pe:mise:an in wanes :mm Hear Design cmap VINYL WINDOWS Matclh existing sliding vinyl windows. is B Plates-ASTM A283, HARDWARE - ASTM A307 galvanized to type required for materials Gen1Eral: Provide minimum ANSVEHIMA Grade 2 door hardware. All finish hardware shall comply with applicable building codes ad the Americans with Disabilities Act (ADA) accessibility Iuch up primer for galvanized reglilrenents. I to outdoor atmosphere to have Matetial: The following hardware materials and their descriptions we intended as a guide, it is the responsibility of the hardware supplier to provide all hwdwae for an operational door /frame System. Size hardware per manufacture's recommendations. Provide interchageable cores, master key entries to building standard. See door schedule for additional requirements. radius wall returns, and Lockisets/Latches: Schlage, 5- series, Neptune style. Provide larking hardware as noted on door steners -flush countersunk wheodule. Provide closers, thresholds, kick- plates (both sides) and weather stripping at exterior doom. GLAZING Geelrob Provide safety glass where rewired by applicable building codes and where noted on drauiings. Provide 10 -yew manufacture's warranty for sealed Insulating glass units. Vil ll Windows: insulated glazing system to match existing. (Glazing system assembly shall have a fs�.cesdJRg�. with- s,fnmpmu0n- ppRS�blebeat�g ffic'Ient of 0.35. sodes Fir 01. I Resbroom window to have rain -glass obscured glazing. )proveanufacturer in Ltruss 12MUZI N a FINIS,FhES IeFlow Plywood Association; all GYPi BOARD SYSTEMS e, number of plies, and layup Gypsum Board: 5/8 inch thickness, type 'X'. Moisture resistant type. Level of Finish: Per GA -214; Level 4 - typical all surfaces. Wall Texture: 'Smooth finish'. Ceiling Texture: 'Smooth finish'. zed steel (American on Cmadion Instahlation: Install gypsum board in accordance with Gypsum Assaciation GA 201, GA 216 and GA6W. sized to suit loads, joists ad Toleronmci Maximum variation of finished gypsum bond surface from True Flatness - 1/8 inch in ing E Machine, Seattle, WA or 10 feet. al Notes. Non- structural anchor RESILIENT FLOORING I at exterior locations or where Exanlination: Verify concrete flows we dry to a maximum moisture content of 7 percent, and exhibit negative alkalinity, carbonization, or dusting. verify flow and lower wall Surfaces me free of W. substances that may impair adhesion of adhesives and finish materials. Verify that surfaces we Smooth ad flat with a maximum variation m 114 inch in 10 fez and we ready to receive work. Preparation: Remove sub -flow ridges ad bumps. Fill in minor or local low spots, cracks, joints, hole% and other defects with sub -floor filler. Sub -floor filler type recommended by flowing 'proof flashing membrane, W.R. rlanLROctwer. mess, minimum 6 -in. width. Sheet Vinyl and Cove Base: Manington Fine Fields. Ilspensed. PAINTS AND COATINGS Ger lral: Prime and 2 coats. Prime per manufacturer's recommendation. All work ad materials shall be Premium grade in accmdaxe with MPI standards. Exterrior Painting: eels, moldings ad adhesives. FLrn[v:I Metal (ircludka shop_prlmed Hollow Metal Dome. Frans etc. ): (Alkyd) eggshell. Hollow =. Sherwin Willlans All Surface Painting: Ferr,:s �I (i I di sMo mimed Hollow Metal Doors Frames etc.): (Latex) eggshell. Sherwin Williams Pro -Mw 200 with primer. Wallboard: (Latex) eggshell. Sherwin Williams Pro-Mw 200 with primer. C I D I E F G DIVISION 10 SPECIALTIES TOILET AND BATH ACCESSORIES General: All accessories and mounting heights shall conform to the Americans with Disabilities Act (ADA). Accessories: Provide the following accessories: Toilet paper dispenser, metal trimmed mirror (24 inch x 36 inch), soap dispenser, paper towel dispenser and hadicap grab bars. EQUIPMENT Not Used. FURNISHINGS MANUFACTURED CASEWORK Manufactured Casework: Plastic Ianinate faced cabinetry. Face Laminate: NEMA LDS, Grade GM. Countertop: NEMA LD3, Grade GP50. DIV15ION : PLUMBING 51hower Enclosure: Lasco Model No. 36AC, ADA acrylic shower enclosure with optional drain ad grab bars, interim dimensions of 36' wide by 36' deep by 84' high. Enclosure shall be reinforced for shower wit. Provide complete with shower rod and curtain, contractor to verify configuration. Shower Unit: Symmons No. 96 -1 -295 -X Temptrol system; with pressure mixing valve with piston, lever hadle with adjustable screw stop and integral service stops, Fre Flo adjustable shower head. Bidder Design, refer to drawings for additional regpirements HVAC - ELECTRICAL Bidder Design, refer to drawings for requirements. DIVISION 32 EXTERIOR IMPROVEMENTS Asphalt pavement shall consist of one or more wursed of plan mixed asphalt concrete placed on a prepared foundation or base in accordance with WSDOT -APWA 2012 Standard Specifications for Road, Bridge, ad Municipal Construction, and in reasonably close conformity with lines, grades, thicknesses and typical verse- sections shown in plans. Asphalt pavement shall be composed of asphalt and aggregate which, with or without the addition of mineral filler ad blending sand as may be required, shall be mixed in the proportions specified to provide a homogenous, stable ad workable mixture. Seal Cod shall be slurry -type pavement sealer similar to Jerrite NJ -51 pavement sealer meeting A5TM 03320 -74T. F z J COLORS AND MATERIALS SECTION 01910 COLORS AND MATERIALS SUBMITTALS Selection: Submit manufacturer's full range of available colors for selection by the Architect of my item or material not scheduled in this Section. Size: Color, pattern, and texture submittals we to be Inge enough to adeeyately reflect range of vmiatim anticipated in the final product. Provide samples at least a nominal 8 inch x 10 inch in size. PRODUCT OPTIONS AND SUBSTITUTIONS Substitutions: In accordance with this Section. Color, pattern, ad texture availability of substitute proposed far my material or item scheduled in this Section will constitute valid criteria for Architect's approval or disapproval of request. SCHEDULE Items me listed by Section as follows: CA5T -IN -PLACE CONCRETE Vertical Concrete: Texture - Smooth Finish. Sealer. Horizontal Concrete: Texture - Brown Finish. METALS Hadrails: Painted. Match existing. FINISH CARPENTRY Exterior Wood Trim: Painted. Match existing. Plastic Laminate SiIVTrim: Color as selected by Architect, from manufacturer's full range of colors. Fiberglass Reinforced Panels (FRP): Color as selected by Architect, from manufacturer's full range of colors. VINYL SIDING Color: Match existing. SHINGLES Color: Match existing. SEALANTS Color: Match adjacent surface. HOLLOW METAL DOORS AND FRAMES Finish: Painted. As selected by Architect, from manufacturer's full range of colors. VINYL WINDOWS Finish: White to match existing. HARDWARE Finish: Brushed Stainless Steel. GLAZING Color: Clew (except rain glass at Restroon Window) 1 RESILIENT FLOORING AND CARPET Sheet Vinyl Flowing: As selected by Architect, from manufacture's full range of wlors. PAINTS AND COATINGS Exterior Painting ad Finish Schedule: Paint items installed under this contract to match the existing building colors. Interior Painting and Finish Schedule: All paints we to be selected by Architect from manufacture's full rage of colors. TOILET AND BATH ACCESSORIES Finishes: Stainless steel: #4 satin luster finish. MANUFACTURED CASEWORK Plastic Laminate: Allow one Color plastic laminate. I END OF SECTION 1 J 14 K �1 �IJ Helili CA to 2 AMERICA N INSTITUTE OF A 5134 REGISTERED ARCHITECT 3 BRUCE MLKEAN STATE OF WASHINGTON El 5 6 SPECIFICATIONS AND 7 FINISHES YCS SHELTER 8 ADDITION YELM, WA. REVISION DATE /I\ BID SET 037518 A2 REV 0501 IR 9 DATE JOB NO. 03.08.13 Al2 -093 PERMIT SET 10 A201 DRAWING NO. © Helix Design Group: All rights reserved. we pa or ale aowmm: may be :ep:uEU¢E n any (am or by any means do-an: pe:mise:an in wanes :mm Hear Design cmap J 2 A 5 /8" SHEATHING TEG NAILED WITH 1Od NAILS AT b" O.C. AT ALL PANEL EWES AND 12" O.C. IN THE FIELD. PROVIDE PANEL CLIPS AT ALL UNBLOCKED PANEL EWES. 3 PREMANUFACTURED TRU55 @ 32" O.C. 142.5 @ EACH TRUSS PANEL EWE NAILING A35 @ 32" O.C. El WALL ASSEMBLY; EXTERIOR 51DING S WEATHER BARRIER PLYWOOD SHEATHING WOOD STUD FRAMING R -21 BATT INSULATION VAPOR BARRIER GWB R 112' PLYWOOD SHEATHING WITH 6d NAILS @ b" O.C. AT ALL PANEL EWES (EWES BLOCKED) AND @ 12' O.0 IN THE FIELD 'i 110 2X RAKE TAILS AT ROOF OVERHANG IN FOREGROUND, SPACE 24" O.C. TREATED 24 5IA. 8 PLATE WITH 5/8' ILL v /riiJ11 ANCHOR BOLTS @ 32' O.C. CENTERED ON STEM WALL ggY N (2) #4 AT TOP OF STEM WALL ! / 4' THICK CONCRETE j SIDEWALK 2 9 _III, °.11 1�� i- #4 AT III O Ei b' N #4 AT 12" O.C. > > n a. 8 g (2) #4 CONTINUOUS ° 8 —11 i 11 � NOTE: FOOTING REQUIRED o_ 1 ALONG GRIDS 01, 02 AND 'B'. THICKENED EWE SLAB B REQUIRED ALONG GRID 'A'. 10 �� BUILDING SECTION �a SCALE: P =1' -0" A C INTERIOR FINISH GWB Q VAPOR BARRIER 20 WOOD FRAMING AT 24' 01 R -30 BATT INSULATION LAUNDRY ICI IQ �T O LL ROOF ASSEMBLY INGLES NDERLAYMNT RING A TRU55 FRAMING I I EXISTING ROOF SLOPE _ EL. 10' -1' + / -� T.O.P. / 5/4 CEDAR TRIM, TO MATCH EXISTING SHELTER GUTTER SUPPORT STRAPS —METAL GUTTER, PROFILE TO MATCH EXISTING SHELTER so METAL SOFFIT PANEL TO MATCH EXISTING SHELTER - . _ . _ EL. 9' -61 ,. BOS . —. —. —. _ —. EL B'-0 805. (3) 2X6 HEADER WITH PLYWOOD FILLER - TYPICAL GWB WINDOW HEAD VINYL WINDOW FRP WINDOW JAMB PLAM WINDOW SILL AND TRIM G H I � I K In 9k B w_ PA 1 COMPOSITE SHINGLES TO MATCH EXISTING METAL GUTTER AND FASCIA - - TO MATCH EX15TING - - - -- -- -- VINYL SIDING CORNER TRIM - - - -- 2 VINYL SIDING TO MATCH � IXISTING - - - - AMERICAN INSTITUTE OF ARCHITECTS VINYL WINDOW TO - - — - - - - MATCH EXISTING CONCRETE STEM WALL - _ - -- 5134 RARCS RCT 3 BRUCE McKEAN STATE OF WASHINGTON 1' 4' HELIX DESIGN GROUP, INC WEST ELEVATION 2' a. SCALE: I/4 " =I' -0" FP -01 SCALE 114" = 1' -0" 02 N O LL 01 N O LL I 0 ,L —METAL GUTTER AND FASCIA 6 -- WINDOW TO MATCH 1' 4' EXTERIOR _ _ _ EL. 4' EAST ELEVATION ELEVATIONS T.O.P. SCALE: I/4 " =I' -0" FP -01 0 SCALE 1/4' = 1' -0" 5 % AND I v2' �� SECTION WALL A55EMBLY: �� EXTERIOR SIDING lA) PLYWOOD S EARAMNG pl 2 R 21 R BARRIER ULATION u�l "I YCS RIGID INSULATION GWB SHELTER TRANSITION FRP T 8 SHEET FI.fX?ft ASSEMBLY: C> ADDITION VINYL COVE BASE 6 A.F.F. INTERIOR FINISH _ __ COMPOSITE SHINGLES TO 4" CONCRETE SLAB WITH FIBEROUS REINF. -- _ _ MATCH EXISTING VAPORR BARRIER - _ - Yl WA. /-- TREATED 2x NAIL 4' PEA GRAVEL `° • _ COMPACTED SUBGRADE r+ b - - -- - METAL GUTTER AND FASCIA /i RIGID INSULATION - TYPICAL J - -- -- - -- TO MATCH EXISTING REVISION DATE 2 _ VINYL 51DING CORNER TRIM ° °° .. a . ° ( I. ) T.O.S. _ 51DING TO MATCH - - or x _ _ EL.O' -0' _ �� /I\ BID SET 037Fi 13 VINYL s1Dl �2 aEar+lr REV or, a I; IXISTING NHOLL FRAM ME AL DOOR AND IIIII�I1iI111I'�I� IIIii -III I I I_I _ — EL. DATE JOB NO. \ / t— 1 T.O.F. \ - / CONCRETE STEM WALL 03.08.13 Al2 -093 \\ // PERMIT SET 311 I' 1 4 10 A300 0' Go 21 0. -, BS -01 SCALE: 1' 1' -0' SCALE: I/4 " =I' -0" FP -01 SCALE 114' = 1' -0' DRAWING NO. B I C I D I E I F I G I H I J I K © HELIX DESIGN GROUP, INC.: III[ N* � ". rvo off W trcw aaamrnlmay be reproduce" in any form or by any means rsmi permssbntn wring from Helix oelgn Gmup I A 4 K 0 5 R 7 E-0 f:3 J C I D DETAIL SCALE: 3/4' =1' -C t E G AR 2x DECKING ATED 2x6 ATED 2X12 NOTCHED STRINGER TREATED 2x10 BLOCKING TREATED 2X6 SILL PLATE WITH ANCHOR BOLTS THICKENED EDGE CONCRETE WALK `— SIMILAR CONCRETE AND FRAMING SUPPORT AT ND OF RAMP INSTALL FILTER FABRIC AND GRAVEL UNDER ALL STAIR /RAMP CONSTRUCTION - ^�I 1/2' DIA. STEEL RAILING "v 38 G N 9 ell,_ on BkkmB� 9� 10 Iw� a w A f:3 J C I D DETAIL SCALE: 3/4' =1' -C t E G AR 2x DECKING ATED 2x6 ATED 2X12 NOTCHED STRINGER TREATED 2x10 BLOCKING TREATED 2X6 SILL PLATE WITH ANCHOR BOLTS THICKENED EDGE CONCRETE WALK `— SIMILAR CONCRETE AND FRAMING SUPPORT AT ND OF RAMP INSTALL FILTER FABRIC AND GRAVEL UNDER ALL STAIR /RAMP CONSTRUCTION - ^�I 1/2' DIA. STEEL RAILING "v m' w a _ 4' -00 _Illfl�i�i�.11li - Ill -�lll� IIll�T1ll -11u IHTiir —ui- li= lllIli �Illa Y13",I �I i' L- - - - -i1 f L- - - - - -J x6 CEDAR TOP x4 CEDAR TOP RAIL x2 CEDAR PICKETS @ 5' 01 x4 TREATED POST BEYOND 14' TUFF TREAD SHEATHING 'x6 CEDAR BASE !z4 CEDAR BOTTOM RAIL NO CEDAR JOIST IOUBLE 2x12 TREATED BEAM AT ACH POST REATED 2x12 WOOD JOISTS @ 16' O.C. 41711 JOIST HANGERS TREATED 2x4 CONCRETE FOOTING INSTALL FILTER FABRIC AND GRAVEL UNDER ALL STAIR/RAMP CONSTRUCTION G I H I J I K I 1 FOR HIT. GREATER THAN b' -O' I PROVIDE ADDITIONAL 2x4 AND NAIL W/ (2) 11 INTO EACH 2x4 p I/2" PLYWOOD GUSSET ADJACENT TRUSSES H E'hX PLATE W/ (2) Bd INTO EACH 2x4 TYP. SHEATHING design group 20 CONT. = a Bill @ 6" O.C. PLATE 2 x4 VERT. m EATHING 2 (E) ROOF TRUSSES TOENAIL WITH (3) I6d TO EA. TRUSS BELOW TYP. to BEVELED 2x4 CONT. NOTE: AMERICAN INSTITUTE OF ARCHITECTS AT CONTRACTORS OPTION 2x4 TYPICAL AT OVERLAY. FRAMING MAY BE REPLACED I WITH GANG NAIL TRUSSES. 5134 REGISTERED ARCHITECT 3 BRUCE MCKEAN STATE OF WASHINGTON DETAIL HELIX DESIGN GROUP, INC SCALE: N.T.S. BS -01 4 11/2' DIA. STEEL HANDRAIL (MATCH EXI5TIN4) WITH SUPPORTS @ 3' -0" MAX 2X6 CEDAR TOP 2X4 CEDAR TOP RAIL- 2X2 CEDAR PICKET @ 5' D.C. TREATED 494 PO 2X4 CEDAR BOTTOM RAIL 5 3/4' TUF TRED SNFATHING 2x12 JOIST 2x12 NOTCHED STRINGER ------- i SEE DETAIL 711 F FOR STAIR SECTION CONCRETE FOOTING ___ CONSTRUCTION F 6 i i DETAILS _ DETAIL SP -01 SCALE: 3/4 " =I' -0" SP -01 7 1 1/2' DIA. STEEL HANDRAIL WITH SUPPORTS @ 3' -0' MAX. 2X6 CEDAR TOP 2X4 CEDAR TOP RAIL YCS 2X2 CEDAR PICKET @ 5' O.C. SHELTER EXISTING 4X4 POST 8 ADDITION 2X4 CEDAR BOTTOM RAIL 3/4' TUF TIRED SHEATHING YELM, WA. BEYOND 2 2X12 CEDAR FASCIA _ REVISION DATE VERIFY JOISTS OR BLOCKING SPANNING TO EXTERIOR WALLI j - -_i'i �n SET n3951a OR PROVIDE 2x BLOCKING I t� �i -ii C A PERMIT REV OF 01 A NDU -2 @EACH 2z AT OUTSIDE 9 EDGES OF DECK WITH (b) SIDS 114 x 11/2. PROVIDE 1/'x3 "x3' GALVANIZED PLATE WASHER BETWEEN LEDGER TO DATE JOB NO. EXISTING SHEATHING TREATED 44 POST - TYPICAL, 03.08.13 Al2 -093 2x12 TREATED LEDGER ATTACHED LOCATE 9' -0' O.C. APART, MAXIMUM TO EXISTING WITH (3) 161 PERMIT SET NAILS THROUGH RIM J015T AT 16" O.C. I - - -. JOIST HANGERS BEYOND CONCRETE FOOTING DETAIL SCALE: 3/4'44" SP -01 C I D I E I F DETAIL SCALE: 3/4' -1' -0' 5P -01 G H I J I K 10 A700 DRAWING NO. D HELIX DESIGN GROUP, INC.: hi irl tea. No "ml n: M aroumem mur be re"mnum" In aly form or by ony means rrlfoou: forma son in xdYrg Imm Ilellx reborn Group