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20110166 Redlined Plan Set 06242013STEPPING STONES CHILDREN'S YELM, WA SITE PLAN SYMBOLS titKKY VALLEY KU T ASSESSOR # 21 7241 31 001 NORTH LEGAL DESCRIPTION SECTION 24 TOWNSHIP 17 RANGE 1E QUARTER S2 NE THAT PTN OF THE FOLLOWING DESC PARCEL LYING SLY OF ROW 3899169 DAF BAP 20F N & 20F E OF THE SW COR OF SD NE QURTER THENCE NLY PARALLEL W LN PROJECT DESCRIPTION TH15 PROJECT HILL BE A NEW DAY CARE CENTER FOR INFANT THROUGH SCHOOL ACE CHILDREN AND FOR AFTER 5GHOOL GARS. THI5 BUILDING HA5 ALREADY BEEN BUILT IN THESE LOGATION5: 4110 6TH AVE. NE, LAGEY 6518 CAPITOL BLVD 5E, TUMHATER YELM HHY, OLYMPIA DUPONT, HA KLAMAT FALLS, OR OWNER. MARIJKA DEUTSCHER GALL OUT SYMBOL SECTION LETTER BUILDING SECTION P` A3 SHEET DRAWN ON SECTION NUMBER WALL SECTION A3 SHEET DRAWN ON DETAIL NUMBER Ir —CUT DIRECTION DETAIL CALLOUT A4 1' SHEET DRAWN ON ROOM NAME AND NUMBER NORTH DRAWING TITLE AL DEUTSCHER, PE 1401 MARVIN ROAD SE, SUITE 307 -254 LACEY, WA 98516 (360) -9@80 DEFERRED SUBMITTALS: SPRINKLER AND FIRE ALARM PERMIT APPLICATIONS AND PLANS. ROOM 106 FLOOR PLAN GALL OUT SYMBOL DOOR NUMBER O GRID LINE CUT LINE NORTH ARROW GENERAL NOTES LWO on CENTER STRUCTURAL GENERAL NOTES THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PHASE TEMPORARY BRACING AND SHORING. PRE - ENGINEERED WOOD ROOF TRUSSES: MANUFACTURE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER IN ACCCORDANCE WITH APPROVED SHOP DRAWINGS. DESIGN TO CARRY THE LOADS INDICATED IN DESIGN CRITERIA AND ANY OTHER ADDITIONAL LOADS INDICATED. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF, AND BEARING THE STAMP AND SIGNATURE OF, A STRUCTURAL ENGINEER CURENTLY REGINTERED AS SUCH IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE TYPES, MEMBER SIZES AND STRESS GRADES, MEMBEAR LOADS, TRUSS SPACING, BRIDGING, CONNECTIONS, ANCHORING, BEARING PLATE, AND OTHER PERTINENT DETAILS. CONTACT I CODE CONSTRUCTION PHASE PROFESSIONAL IN RESPONSIBLE CHARGE AL DEUTSCHER, PE 1401 MARVIN (ROAD SE, SUITE 307 -254 LACEY, WA 9$516 IBC SEC. 1704 - -PER THE ENGINEER OF RECORD, SPECIAL INSPECTION IS REQUIRED FOR CONCRETE, STRUCTURAL STEEL AND WELDING, EPDXYING AND HIGH — STRENGTH BOLTING, AND SUSPENDED CEILING SYSTEM. 2003 IBC 106.3.4 Design professional in responsible charge. 106.3.4.1 Gener (jl. The registered design professional in responsible charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deffered submittal items;, for compatibility with the design of the building. PROJECT ADDRESS YELM STEPPING STONES CHILDREN'S CENTER TAHOMA igLVp YELM, WA 98597 JURISDICTION CITY OF YELM BUILDING [DEPARTMENT 105 YELM AVENUE WEST YELM, WA 98597 360- 458 — 3835 A2 FLOOR PLAN A3 UPPER FLOOR PLAN A4 F OOF PLAN A5 E=XTERIOR ELEVATIONS A6 Ave SE Dr SE OUILDING SECTIONS A& 92nd Way SE Aci SE Yeim Fri A10 REFLECTED CEILING PLAN All schowg Al2 11 STRUCTURAL ., STRUCTURAL NOTES 52.0 y km 53.0 ROOF FRAMING PLAN & DETAILS 54.0 SHEAR WALL PLAN a T J �0 rlp H co SITE - � W Z o H co W W � a edreo Z eta _/ a w W W _j H W _ C/)� DATE: ! 6/17/2013 SCALE: C Cy BY: STACY SIMPSON JOB: e "190 Rd SE 1 Oft i Aom SE ASSESSOR # 21 7241 31 001 NORTH LEGAL DESCRIPTION SECTION 24 TOWNSHIP 17 RANGE 1E QUARTER S2 NE THAT PTN OF THE FOLLOWING DESC PARCEL LYING SLY OF ROW 3899169 DAF BAP 20F N & 20F E OF THE SW COR OF SD NE QURTER THENCE NLY PARALLEL W LN PROJECT DESCRIPTION TH15 PROJECT HILL BE A NEW DAY CARE CENTER FOR INFANT THROUGH SCHOOL ACE CHILDREN AND FOR AFTER 5GHOOL GARS. THI5 BUILDING HA5 ALREADY BEEN BUILT IN THESE LOGATION5: 4110 6TH AVE. NE, LAGEY 6518 CAPITOL BLVD 5E, TUMHATER YELM HHY, OLYMPIA DUPONT, HA KLAMAT FALLS, OR OWNER. MARIJKA DEUTSCHER GALL OUT SYMBOL SECTION LETTER BUILDING SECTION P` A3 SHEET DRAWN ON SECTION NUMBER WALL SECTION A3 SHEET DRAWN ON DETAIL NUMBER Ir —CUT DIRECTION DETAIL CALLOUT A4 1' SHEET DRAWN ON ROOM NAME AND NUMBER NORTH DRAWING TITLE AL DEUTSCHER, PE 1401 MARVIN ROAD SE, SUITE 307 -254 LACEY, WA 98516 (360) -9@80 DEFERRED SUBMITTALS: SPRINKLER AND FIRE ALARM PERMIT APPLICATIONS AND PLANS. ROOM 106 FLOOR PLAN GALL OUT SYMBOL DOOR NUMBER O GRID LINE CUT LINE NORTH ARROW GENERAL NOTES LWO on CENTER STRUCTURAL GENERAL NOTES THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PHASE TEMPORARY BRACING AND SHORING. PRE - ENGINEERED WOOD ROOF TRUSSES: MANUFACTURE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER IN ACCCORDANCE WITH APPROVED SHOP DRAWINGS. DESIGN TO CARRY THE LOADS INDICATED IN DESIGN CRITERIA AND ANY OTHER ADDITIONAL LOADS INDICATED. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF, AND BEARING THE STAMP AND SIGNATURE OF, A STRUCTURAL ENGINEER CURENTLY REGINTERED AS SUCH IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE TYPES, MEMBER SIZES AND STRESS GRADES, MEMBEAR LOADS, TRUSS SPACING, BRIDGING, CONNECTIONS, ANCHORING, BEARING PLATE, AND OTHER PERTINENT DETAILS. CONTACT I CODE CONSTRUCTION PHASE PROFESSIONAL IN RESPONSIBLE CHARGE AL DEUTSCHER, PE 1401 MARVIN (ROAD SE, SUITE 307 -254 LACEY, WA 9$516 IBC SEC. 1704 - -PER THE ENGINEER OF RECORD, SPECIAL INSPECTION IS REQUIRED FOR CONCRETE, STRUCTURAL STEEL AND WELDING, EPDXYING AND HIGH — STRENGTH BOLTING, AND SUSPENDED CEILING SYSTEM. 2003 IBC 106.3.4 Design professional in responsible charge. 106.3.4.1 Gener (jl. The registered design professional in responsible charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deffered submittal items;, for compatibility with the design of the building. PROJECT ADDRESS YELM STEPPING STONES CHILDREN'S CENTER TAHOMA igLVp YELM, WA 98597 JURISDICTION CITY OF YELM BUILDING [DEPARTMENT 105 YELM AVENUE WEST YELM, WA 98597 360- 458 — 3835 ZONING: GC — COMMERICAL CODE ANALYSIS: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL MECHANICAL CODE ( IMC) 2009 INTERNATIONAL FUEL GAS CODE (IFGC) 2009 INTERNATIONAL FIRE CODE (IFC) 2009 UNIFORM PLUMBING CODE (UPC) 2009 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2008 NATIONAL ELECTRIC CODE (NEC) 2003 ICC /ANSI A117.1 2009 WASHINGTON STATE ENERGY CODE (WSEC) 2009 WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE (WSVIAQ) ELECTRIC SAFETY STANDARDS, ADMINISTRATION, AND INSTALLATION ALL APPLICABLE ORDINANCES AND STANDARDS, AS AMENDED AND ADOPTED BY THE CITY OF YELM IBC SEC. 903.2 & 907.1.2 — AUTOMATIC SPRINKLERS AND AN ADDRESSABLE FIRE ALARM ARE REQUIRED FOR THIS FACILITY. DESIGN CRITERIA VERTICAL LOADS: ROOF LIVE LOAD:25 PSF (SNOW) WIND LOAD: BASIC WIND SPEED 80 MPH, EXPOSURE B. SOIL BEARING: 2000 PSF SEISMIC LOAD: ZONE 3 CLIMATE ZONE: 1 MINIMUM INSULATING R —VALUE ROOF R -38 ADV WALLS R -21 FLOOR SLAB ON GRADE R -10 FOR 24" (W/ THERMAL BREAK) SHEET INDEX CIVIL a: UNDER SEPARATE COVER ARCHITECTURAL TI TITLE SHEET & SITE PLAN Al E =GRESS PLAN A2 FLOOR PLAN A3 UPPER FLOOR PLAN A4 F OOF PLAN A5 E=XTERIOR ELEVATIONS A6 5CHEDULES A-1 OUILDING SECTIONS A& SECTIONS AND DETAILS Aci SECTIONS AND DETAILS A10 REFLECTED CEILING PLAN All INTERIOR ELEVATIONS Al2 ADA SIGN AND PARKING DETAILS STRUCTURAL 51.0 STRUCTURAL NOTES 52.0 FOUNDATION PLAN 53.0 ROOF FRAMING PLAN & DETAILS 54.0 SHEAR WALL PLAN MECHANICAL M1 WASTE RISER DIAGRAM M2 WATER RISER DIAGRAM M3 HVAC FLOOR PLAN AND DETAILS ELECTRICAL E1 POWER PLAN E2 LIGHTING PLAN E3 ATTIC LIGHTING & POWER PLAN E4 DIAGRAMS, SCHEDULES & CALCULATIONS BUILDING C OCCUPANCY CLASSIFICATION: E DAY CARE FIRST FLOOR = 9,436 SF ME•CH. EQUIPMENT SPACE IN ATTIC = 682 SF BUILDING TOTAL = 10,118 SF B. TYPE OF CONSTRUCTION: V -B C. LOCATION ON PROPERTY: TABLE 601 & 602 NO FIRE RESISTANCE RATING REQUIRED BUILDING IS OVER 10' FROM PROPERTY LINE SO THERE IS NO FIRE RATING REQUIRED ON OUTSIDE WALL. D. ALLOWABLE FLOOR AREA: IBC TABLE 503 9,5100 SF IBC 504.2 BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. 200% AREA INCREASE ALLOWED, PER IBC 506.3 = 19,000 SF FOR TWO STORY E. HEIGHT AND NUMBER OF STORIES: ALLOWABLE HEIGHT: 40' ACTUAL HEIGHT: 21.5' HEIGHT LIMITATION 1 STORY PLUS 1 STORY FOR SPRINKLED = 2 STORIES IBC 504.2 ALLOWABLE HEIGHT: INCREASED BY 20' = 60' MAX CONTACTS CONTRACTOR D &W DE- VELOMENT 360 -4a2 -6871 ARCHITECTURAL STACY 'SIMPSON ARCHITECT 360- 701 -4065 STRUCTURAL PRECISE ENGINEERING HAROLD HAHNENKRATT 360- 736 -1137 MECHANICAL HOT AIR, INC GLEN ANDERSON 360- 745 -9706 PLUMBING INTERNATIONAL PLUMBING 206 - 372 -6093 ELECTRICAL FIVE STAR ELEqTf 253 - 732 -7654; SPRINKLER SYSTEM I JUN 2'4 2013 FIRE SECURITY 360- 897 -6839 REVISIONS I BY L�J C a: a. W m 0 r _ Z o 0) W *-% O V CD v Q V W M �r W GCOO ~ j'x3 � — za J3 a 0 Q V 2a CL _ i a T J �0 VZ ) C- 0z cam= V) ED 3 Q 7�4 o w N� W U CO O Wa o aM W� Z 0 Sam v SHEET T1 1' F n 4 SHEETS a: W Z W V C i Z W Z a 0 J J CL _ V W H co � W Z o H co W W � a Mr Z _/ a w W W _j H W _ C/)� DATE: ! 6/17/2013 SCALE: DRAWN; BY: STACY SIMPSON JOB: SHEET T1 1' F n 4 SHEETS ❑E F I0l FEW ❑N COVERED PI AY AREA Provide a Knox TM box or Knox TM vault outside the main building entrance fronting on the addee ;sed street with all keys to access building, gates, fire sprinkler riser room, fire alarm control panel room, electrical room, mechanical rooms, all rooms with fire protection equipment or controls, elevator machine room, and any ether rooms as recorded per codes /standards and as directed by the Yelm Fire Department. Locate the KnoxTmbox near the main entrance to the building with the top of the box mounted between 66inches and 72inches. The owner shall provide either a commercial 3200 Series KnoxBox, a 4100 Series KnoxVault, or 4400 Series KnoxVault depending on the total number of keys that must be stored. Go to www.knoxbox.com for more details on the options of each model. The owner is responsible to provide a rapid entry key box that can easily store all the necessary keys. There are optional tamper switches that can be added to provide additional security. The box /vault shall be labeled "For Fire Department Use" and should be red. The lock specification is a oneinch cylinder cam lock key #39504. Knox TM box applications /order forms are available from the Knox TM Company at www.knoxbox.com . Prior tc installation, contact the Fire Prevention Bureau at (253) 5915740 to set up a preinstallation inspection to approve the location of the KnOX TM BOX. EGRESS PLAN NORTH o 4' 8i 16' 9,436 sf Provide FIRE EXTINGUISHERS throughout in accordance with the 2009 IFC and NFPA 10. Mount fire extinguishers along egress paths whenever possible with tops no more than 60 inches and bottoms no less than 4 inches above the floor. Minimum Fire Extinguisher rating is 2A1OBC. Maximum travel distance to an extinguisher is 75 —feet. A "2A" rated extinguisher may cover up to 3000sf of floor area in Light (low hazard) occupancies, up to 1500sf in Ordinary (moderate) hazard occupancies, and up to 1000sf in Extra (high) hazard occupancies. al Ni N N :, Z Q J 0.. C0 W W NS L0J m 0 r O r- 0 m z Z L'JV O O � � K Z co Q U W M (n r N W to o0 LL- C) ZQ W U= J Q U �a N } C 00 z Z L'JV O O � � K Z � CD N LLJ Q L LL- C) W U CO) O F- O � O W aD D � 00 Q co cr Y v W —) ,-% ZFr O co 0 M %-i a: W Z W U A, Z W J U W Z 0 w W J F- W W >- DATE 6/17/2013 SCAL 1/811 DRAA N BY: STACY SIMPSON JOB: i SHEET AlI 211 OF 24 SHEETS 0 El N o O I I o o ❑ 1101 0 I ° o O LO I N - �`8 ❑ 1098 c 0 I o � 0 I cV �8 0 on 3 W P: J F- 66' -2" 32' -2" 6'_ 4„ 36' -6„ 10' -0" 10' -0" 12' -2" 7' -6" 5' -6" 10' -0" X 3 &4 YEAR OLD 110 760 sf 31' -10" 1 & 2 YEAR OLD 109 563 sf 17' -4" 8" HIGH WAL 108 PLAY 108 � 140 sf 6' -( 0 I 0 co I 0 I 7' -6 154' -0" 1, Or„rr 30' -0" rrnXicoCn ■ 6' -1 Olt 12' -2" 38' -8" 8' -8" 10' -0" 10' -0" I 0 Ln n I N 3 -100 3' -9" 3' -9" 3' -71 1 -6 6, -4r1 /E3 1 K�LE A131 C 115 PRINKLER 119 ISER C J 111A ST G 11X3 116 TOILET 11X3 LIT 122A n 111 114 RA 114A I i 5Y 16 - UTI 120 T E o WAM •.il� - -- ice•• ■■ _ � �?�'� iii ■D 104 1,018 sf 10' -0 " I 35'-0" Q:1 4 A I 2%"- 0 2577w_ 8 4 8n r r 11r pn r r' 4' -4"• 1-4" 928" 4'_8" 7' -6" 11' -4" 5' -8" 10' _L UIUT 9,436 sf ROOM 30' -0" STAFF 104 30 2 IOcf 14 2 110 Ir 2 115 15 2 118 8 2 125 20 2 12ci 20 No ❑ 00 A2 21 OF 2 4 SHEETS C) 1' • \ A �� o I co � - � N I � F cor ICI■ o T -� I--, I MIN to ,r I ■ ■li '''' � � 1 �� 1 I J,�■ ■ ■I i ri1534II �l�f I - h 70 a• I oil 11: _ :I! 104 1,018 sf 10' -0 " I 35'-0" Q:1 4 A I 2%"- 0 2577w_ 8 4 8n r r 11r pn r r' 4' -4"• 1-4" 928" 4'_8" 7' -6" 11' -4" 5' -8" 10' _L UIUT 9,436 sf KINDERGARDEN 125 927 sf PRE KINDERGARDEN 129 913 sf 11 1 C125B W D9B / 1 GLASSROOM OGGUPANT LOAD ROOM 30' -0" STAFF 104 30 2 IOcf 14 2 110 Ir KINDERGARDEN 125 927 sf PRE KINDERGARDEN 129 913 sf 11 1 C125B W D9B / 1 GLASSROOM OGGUPANT LOAD ROOM CHILDREN STAFF 104 30 2 IOcf 14 2 110 14 2 115 15 2 118 8 2 125 20 2 12ci 20 2 5' SIDEWALK ALL AROUND I m " 6' -4 0 0 0" ❑ CD I N I I� ldf A8> GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE, WASHINGTON STATE ENVERGY CODE, AND ALL APPLICABLE ORDINANCES AND STANDARDS. 2. ALL DOORS, HARDWARE, FINISHES, APPLIANCES, CABINETS AND FIXTURES SHALL BE AS SELECTED BY OWNER. ALL DOORS SHALL BE 3'X7' UNLESS OTHERWISE DOTED. 3. ALL EXTERIOR WALLS SHALL BE FRAMED WITH 2X6'S @ 16" O.C. AND INTERIOR WALLS SHALL BE 2X4'S ©16" O.C. UNLESS OTHERWISE NOTED. 4. IN ALL TOILET ROOMS, PROVIDE SHEET VINYL FLOORING WITH 6" SELF —COVE BASE AND 48" PLASTIC LAMINATE WAINSCOT ON WALLS. ACOUSTICALLY INSULATE PERIMETER WALLS OF TOILET FLOOR PLAN ROOMS. 5. PROVIDE (4) FIRE EXTINGUISHERS (2A -10B: C ). LOCATE AS SHOWN ON PL -AN AND MOUNT WITH NORTH O 4' 8' 16' TOP AT 4' -6" MAXIMUM ABOVE FLOOR. FE 6. PROVIDE LIGHTED "EXIT" SIGNS WITH BATTERY BACK —UP IN LOCATIONS SHOWN AS EXIT 7. ALL CASEMENT WORK SHALL BE DONE BY OWNER. 0 I ■ WALL TYPES O2X4 WOOD STUD @ 16" O.C. /SOUND INSULATION AND 5/8" GWB EA SIDE O2X6 WOOD STUD ® 16" O.C. /BATT INSULATION AND 5/8" GWB ONE SIDE/ W/ SIDING PANEL ONE SIDE LEGEND EXIT SIGN W /EMERGENCY LIGHTING EXIT W /EMERGENCY POWER FE FIRE EXTINGUISHER NS to 1 T O r� O � w v Q U W cr) �r N W 0 QD I O� I 0 !: z3 N = J JQ Q U �Ca BY: STACY SIMPSON JOB: � ❑ 00 A2 21 OF 2 4 SHEETS C) 1' 1" A o I co N F cor o ldf A8> GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE, WASHINGTON STATE ENVERGY CODE, AND ALL APPLICABLE ORDINANCES AND STANDARDS. 2. ALL DOORS, HARDWARE, FINISHES, APPLIANCES, CABINETS AND FIXTURES SHALL BE AS SELECTED BY OWNER. ALL DOORS SHALL BE 3'X7' UNLESS OTHERWISE DOTED. 3. ALL EXTERIOR WALLS SHALL BE FRAMED WITH 2X6'S @ 16" O.C. AND INTERIOR WALLS SHALL BE 2X4'S ©16" O.C. UNLESS OTHERWISE NOTED. 4. IN ALL TOILET ROOMS, PROVIDE SHEET VINYL FLOORING WITH 6" SELF —COVE BASE AND 48" PLASTIC LAMINATE WAINSCOT ON WALLS. ACOUSTICALLY INSULATE PERIMETER WALLS OF TOILET FLOOR PLAN ROOMS. 5. PROVIDE (4) FIRE EXTINGUISHERS (2A -10B: C ). LOCATE AS SHOWN ON PL -AN AND MOUNT WITH NORTH O 4' 8' 16' TOP AT 4' -6" MAXIMUM ABOVE FLOOR. FE 6. PROVIDE LIGHTED "EXIT" SIGNS WITH BATTERY BACK —UP IN LOCATIONS SHOWN AS EXIT 7. ALL CASEMENT WORK SHALL BE DONE BY OWNER. 0 I ■ WALL TYPES O2X4 WOOD STUD @ 16" O.C. /SOUND INSULATION AND 5/8" GWB EA SIDE O2X6 WOOD STUD ® 16" O.C. /BATT INSULATION AND 5/8" GWB ONE SIDE/ W/ SIDING PANEL ONE SIDE LEGEND EXIT SIGN W /EMERGENCY LIGHTING EXIT W /EMERGENCY POWER FE FIRE EXTINGUISHER NS to 1 T O r� O c Z Z LLJ �"O � w v Q U W cr) �r N W 0 QD �Q O� co >EE 0 !: z3 U = J JQ Q U �Ca BY: STACY SIMPSON JOB: Q 00 c Z Z LLJ �"O � w Q J LLJ =� c~n N W -mow �Q O� co >EE 0 w C) s is Lr) 6/17/2013 w CO 0 U H' O O Ca ao W -� Z of O Sam O � v ac U.1 z W U W I J U W z O H Cl7 Z �Q Q J z� w C O W Zi H W O� co >EE J LL'''' DAT 6/17/2013 SCA 1/811 DRAWN, BY: STACY SIMPSON JOB: SHEET A2 21 OF 2 4 SHEETS J i L —� T O cn LLJ _ O C/) � M N ATTIC MECHANICAL EQUIPMENT AREA O 4' 8' 16' APPROX. AREA = 682 5P - - I I �a�llu�� Lw-m GOOF LINE 1 i i i r J I \ \11 ,, `•J M It c� ZZ 0 o" T O cn LLJ _ O C/) � � v Q V W M co E�o w w �0 co Z a i N c Q J 00 c� ZZ 0 o" �w 1/8" LLJ _ �z C/) � � w SHEET Q!f¢ A3 E�o w OF 24 SHEETS cc W U co) O H O O W a OD Q M W -lj ZOO 30. Q m O m v W z W U V) w z W J 2 U CD W z O C7 Q z� EL w a W J F- W V) >- DAT: 6/17/2013 SC LE: 1/8" DR wN BY: STACY SIMPSON JOE: SHEET A3 4 OF 24 SHEETS ROOF PLAN "!=!pm M N NS L0J i Z LLJ U O O) LLJ � z C,-) 2 = LL- U � W Q � o (A cn Lo m W 2 U O F- O D O W o 006 Q co UJ ZOO Q m 0 m v a: W z W U CD w z W J U W z 0 F- 0) cr a z� a w W J F- W ` V) / 4 1 D E: 6/17/2013 S LE: 1/8" DI wN BY: STACY SIMPSON NORTH J SHEET G A4 OF 24 SHEETS W) m T O O CV) Q U W (� ('+ '- W to Ma - ZQ J3 U = -j a Q U �a N � �/1 J O Z LLJ U O O) LLJ � z C,-) 2 = LL- U � W Q � o (A cn Lo m W 2 U O F- O D O W o 006 Q co UJ ZOO Q m 0 m v a: W z W U CD w z W J U W z 0 F- 0) cr a z� a w W J F- W ` V) / 4 1 D E: 6/17/2013 S LE: 1/8" DI wN BY: STACY SIMPSON NORTH J SHEET G A4 OF 24 SHEETS DOWNSPOUT RIDGE VENT CLASS 'A' COMPOSITION SHINGLE SOUTH ELEVATION me5pm RIDGE VENT LE NOTE: EXTERIOR TRIM TO BE HARDITRIM CLASS 'A' COMPOSITION SHINGLE WE �dII�IIIIIIIIIIIIIIIIIIIIIIIIII����fI�IIIf�I�I�II��IN�IFllllllllllllllllllll�lll O O (D (2 )NORTH ELEVATION O 4' 8' 161 HARDI SHINGLE I I Ar3nI C`111A1n1 r DOWNSPOUT HARDI PANEL SIDING W/ 7/16 "X4" BATTENS O O O O '\--4" DOWN SPOUT, TYPICAL HARDI PANEL SIDING W/ 7/16 "X4" BATTENS I I A n n 1 C` I I I A l n l r . /r-• I T I In1\vl rNIVCL JIUIINU VV/ // I A-t nEAST ELEVATION BATTENS U O 4' 81 161 EXTERIOR ELEVATIONS I If- \I \LJI I MIVLL ljIuIIVV rr/ i/ IV /\T n WEST ELEVATION BATTENS U O 4' 8' 16' SIONS Z V) to co 0 It T Q Q Z Z 0 � w w 3 V) V) w w U F- p W a cr W Zoo a m om*120 v Q1"",— U w c+) U) r q W c °° JOB-t,,--- OB: Z CE a Z a W w3 U= U J Q (� a Z N_ � QJ 00 Z Z 0 � w w 3 V) V) w w U F- p W a cr W Zoo a m om*120 DATE 6/17/2013 SCAT': W 1/811 q H BY: STACY SIMPSON JOB-t,,--- OB: Z W A 5 U OF 25 SHEETS g � Z W O ! J co 2 Z! U O w z H9 Q >, O w F- Lu tr) Q fr z O FL w cr . ■ , } LLJ F- W Ly W! DATE 6/17/2013 SCAT': 1/811 DRAVYN BY: STACY SIMPSON JOB-t,,--- OB: ,, SHEET A 5 6 OF 25 SHEETS ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL MAT 'L FINISH CEILING MAT 'L FINISH HEIGHT REMARKS MAT 'L FINISH MAT 'L FINISH MAT 'L FINISH MAT 'L FINISH MAT 'L FINISH 100 RECEPTION CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 100B 101 OFFICE CPT. F.F. RUBB. F.F. GWB PT PT GWB PT GWB PT ACT. F.F. 9' -0" SAFETY 102 CORRIDOR CPT. F.F. RUBB. F.F. GWB PT GWB I PT GWB PT GWB PT ACT. F.F. 9' -0" 103 CORRIDOR CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 3X7 104 CLASS ROOM CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" PAINT 105 TOILET VINAL F.F. COPING F.F. GWB PT G B PT GWB PT GWB PT ACT. F.F. 9' -0" SELF CLOSER W /PANIC HARDWARE SEE NOTE) 106 STORAGE VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" PAINT 107 CHANGE CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 1 /A6 108 PLAY CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" A 109 1 YEAR OLD CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" HM 110 2 YEAR OLD CPT. F.F. RUBB. F.F. GWB PT WB PT GWB PT GWB PT ACT. F.F. 9' -0" 111 STORAGE VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" WD 112 TOILET VINAL F.F. COPING F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 1/A6 113 UNISEX ADA TOILET VINAL F.F. COPING F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 115A 114 STORAGE VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" INSUL./TEMP. 115 3 YEAR OLD CPT. F.F. RUBB. F.F. GWB PT WB PT GWB PT GWB PT ACT, F.F. 9' -0" 116 TOILET VINAL F.F. COPING F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 3'7X 7 y 117 CHANGE CPT. F.F. RUBB. F.F. GWB PT W PT GWB PT GWB PT ACT. F.F. 9' -0" PAINT 118 INFANTS CPT, F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 119 KITCHEN VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" PAINT 120 UTILITY VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 1/A6 121 PANTRY VINAL F.F. RUBB. F.F. GWB PT W PT GWB PT GWB PT ACT. F.F. 9' -0" C 122 TOILET VINAL F.F. COPING F.F. GWB PT PT GWB PT GWB PT ACT. F.F. 9' -0" HM 123 STORAGE VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 124 JANITOR VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT I GWB PT ACT. F.F. 9' -0" WD 125 KINDERGARDEN CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 1/A6 126 UNISEX ADA TOILET VINAL F.F. COPING F.F. GWB PT WB PT GWB PT GWB PT ACT. F.F. 9' -0" 129A 127 TOILET VINAL F.F. COPING F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" INSUL./TEMP. 128 STORAGE VINAL F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 129 PRE - KINDERGARDEN CPT. F.F. RUBB. F.F. GWB PT GWB PT GWB PT GWB PT ACT. F.F. 9' -0" 3 7 130 STAIRS HM PAINT 1/A6 GWB PT PT GWB PT GWB PT GWB PAINT HM PAINT 131 ELECTRICAL PANELS CONC. RUBB. I F GWB I PT WB PT GWB PT GWB PT GWB PAINT 9' -0" 132 SPRINKLER CONC. WD RUBB. F.F. GWB PT GWB PT GWB PT GWB PT GWB PAINT 9' -0" PAINT 201 MECHANICAL PAINT 1/A6 1 /A6 GWB PT GWB PT GWB PT GWB PT GWB PAINT 7' -6" 1/A6 INTERIOR WALL TYPE ••1 STUDS �I • O.C. �.i SOUND BATTS 5/8" GYPSUM BOARD I•' �.I �•! EACH SIDE IN DOOR SCHEDULE SCA E: DOOR NUMBER DOOR BY: STACY SIMPSON JOBS FRAME FRAME DETAILS OF 24 SHEETS ASS'Y RATING REMARKS 2' —p„ 0 -��, - A B C D DOOR TYPES NOTE: SWING AND OPENING FORCE FOR EXTERIOR DOORS SHALL MEET THE REQUIREMENTS OF IBC 1008.1.1.1 ALL DOORS SHALL HAVE LEVER TYPE DOOR HARDWARE. ALL EXTERIOR DOOR 5HALL HAVE PANIC, HARDWARE. ALL THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. TYPE SIZE CONST. FINISH GLASS CONST. FINISH HEAD JAMB SILL 100A A 2 -3 7 WD PAINT INSUL./TEMP. ALUM PAINT 21A6 SELF CLOSER WIPANIC HARDWARE SEE NOTE 100B A 3 7 WD PAINT INSUL. /TEMP. ALUM PAINT 21A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 100C B 3 7 WD PAINT SAFETY HM PAINT 1/A6 1/A6 SELF CLOSER WIPANIC HARDWARE SEE NOTE 101A B 3X7 WD PAINT SAFETY HM PAINT 1/A6 1/A6 103 B 3 7 WD PAINT INSUL. /TEMP. ALUM PAINT SELF CLOSER WIPANIC HARDWARE SEE NOTE) 104A B 3X7 WD PAINT SAFETY HM PAINT 1/A6 1 /A6 104B A 3 7 WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 105A C 3'X7 WD PAINT HM PAINT 1/A6 1 /A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE) 106A C 3 7 WD PAINT HM PAINT 1 /A6 1/A6 107A D 3 3' -6" WD PAINT HM PAINT 1 /A6 1 /A6 108A D 3 T -6" WD PAINT HM PAINT 1 /A6 1 /A6 109A B Ai WD PAINT SAFETY HM PAINT 1 /A6 1 /A6 109B A 3"k7 WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 110A B AT'—WD PAINT SAFETY HM PAINT 11A6 11A6 110B A -3-'R7 WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 111A C 3Y7--r— 7 WD PAINT HM PAINT 11A6 11A6 112A D 3`X'3'-6" WD PAINT HM PAINT 11A6 11A6 113A C 3 7 WD PAINT HM PAINT 1/A6 11A6 114A C 3 7 WD PAINT HM PAINT 1/A6 11A6 115A B 3 7 WD PAINT SAFETY HM PAINT 1/A6 11A6 115B A 3rX7 F WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 116A C 3X7 w WD PAINT HM PAINT 1 /A6 1/A6 117A D 3 3' -6" WD PAINT HM PAINT 11A6 1/A6 118A B 3'7X 7 y WD PAINT SAFETY HM PAINT 1/A6 1 /A6 118B A 3rX7 y WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 119A B 3rX7 WD PAINT SAFETY HM PAINT 1/A6 1/A6 119B A 3 7 WD PAINT INSUL./TEMP. ALUM PAINT 2/A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 120A C 3 7 WD PAINT HM PAINT 1 /A6 1 /A6 121A C 3Y7 WD PAINT HM PAINT 1 /A6 1/A6 122A C 3Y7--7— 7 WD PAINT HM PAINT 1/A6 1 /A6 123A C 3 7 Jw WD PAINT HM PAINT 1 /A6 1/A6 124A C 3 7 jr WD PAINT HM PAINT 11A6 11A6 125A B 3 7 WD PAINT SAFETY HM PAINT 11A6 11A6 125B A 3"X'7 WD PAINT INSUL./TEMP. ALUM PAINT 21A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE 126A C 3 7 WD PAINT HM PAINT 11A6 11A6 127A C 3 7 WD PAINT HM PAINT 1/A6 11A6 128A C 3 7 WD PAINT HM PAINT 1 /A6 1/A6 129A B 3 7 WD PAINT SAFETY HM PAINT 1/A6 1/A6 129B A 3 7 WD PAINT INSUL./TEMP. ALUM PAINT 21A6 SELF CLOSER W /PANIC HARDWARE SEE NOTE) 130A C 3Y7--T— 7 WD PAINT HM PAINT 1/A6 1 /A6 130B C -3Y7 jr WD PAINT HM PAINT 1/A6 1 /A6 201 C 3 7 WD PAINT HM PAINT 1/A6 1 /A6 202 C 3rX7 WD PAINT HM PAINT 1/A6 1 /A6 203 C 3 7 WD PAINT HM PAINT 1/A6 1/A6 204 C 3 7 WD PAINT HM PAINT 1 /A6 1/A6 131 C -T R7 WD PAINT ALUM PAINT 1/A6 1 /A6 132 C 3 7 WD PAINT ALUM PAINT 11A6 1/A6 5TE:EL FRAME 2X4 STUD5 5/5" 51'P5UM BOARD EACH 51 DE 2„ II•'. - 1. F'. 1'.•'.•'.•'.•'.•'. V' 1•'. -I 3" WALL MIN WHERE OGGUR5 � HEAD SIM. (I trt� 0 2 INSULATED HOLLOW METAI- DOOR HOLLOW METAI- DOOR FRAME DOOR BOTTOM SEALANT AROUND BOTTOM OF F�.AME THRESHOLD SF =T IN SEALANT — RIGID INSULATION CONCRETE 5LAB I 2 S I LL (EXTERIOR)- Aro Nt N N TERIOR WINDOW SCHEDULE WINDOW SIZE MATERIAL GLASS *REQ'D NUMBER WH A 5'- 0 "X5' -0" ITE VINYL INSUL. 23 B 6- 0 11X4' -0" WHITE VINYL INSUL. 5 C 4' -0 "X 4' -0" WOOD TRIM SAFETY TEMPERED 12 D I 3' -0 "X 4' -0" WOOD TRIM SAFETY TEMPERED 2 E 2' -0 "X 4' -0" WOOD TRIM SAFETY TEMPERED 1 2' -0" 0 Lo HH CD N O O O O O WINDOW TYPES GENERAL NOTES: ALL WORK SHALL BE IN ACCORDANGE WITH THE 200a INTERNATIONAL BUILDING CODE, WA5H I NGTON STATE ENERGY GODS; AND ALL APPL I GABLE ORD I NANCE5 AND STANDARDS. 2 • ALL DOORS, HARDWARE, FINISHES, GAB I NETS AND FIXTURES SHALL BE AS SELECTED BY OWNER. ALL DOORS SHALL BE 3'X7' UNLE55 OTHERWISE NOTED. 3 ALL EXTERIOR WALLS SHALL BE FAMED WITH 2X6'5 @ 16" O.G. AND INTERIOR WALLS SHALL BE 2X4'5 @16' O.G. UNLE55 ()THERWI5E NOTED. 4. IBC, 5EG. 1008.1.8 - SEGONDARY LOCK I NC DEV I GE5 ARE NOT ALLOWED ON ANY OF THE DOORS. 5. IBC, 5EG. 1006.1 $ .2 - MEANS Of E5 RE55 ILLUMINATION W 1 TH EMER5 ENGY POWER 15 REOU I RED THROUGHOUT THE BU I LD I N5. (o. IBC, 5EG. 1008.1.q - PAN I G HARE)WARE 15 REGU I RED ON ALL EORE55 DOORS THROUGHOUT THE BUILDINS. 7. 5EG. 404.2.6 - OTHER THAN THE EORE55 DOORS THAT REQUIRE PANIC, HARDWARE, LEVER TYPE DOOR HARDWARE 15 REOU I RED THROUGHOUT THE BUILDING. 8. 5EG. 404.2.4- THRESHOLDS SHALL INOT EXCEED 1/2" IN HEIGHT. b NS Z O 2 m F— QV W V= QV Q o�- w U Elf V) = � U w �Q m r O O CD M w cif) 0 co a:a Z 3 J J Q is It 2 N J w0 Z Z 0 0 �Z �Q 0 Ii! OC 2 0 F" O W D � W�� ZOO Q m v W H Z W V V, Z W O J_ V W Z O F- 0) 0 Q Z�: I W J H W c/) >- Cl7 DATt.: 6 17/2013 SCA E: DRA N BY: STACY SIMPSON JOBS SHEET A 6 n OF 24 SHEETS BUILDING ��v SECTION A O 2' 4' g' maliql2JIl1mmAr m UILDING SECTION B 0 N O 2' 4' g' REVISIONS O N Z O F- LU () C3 z J in U) ao O r O O m M v W co V r W �co ~ Z3 J J Q U �a N >- J 00 Z Z U 0 O z U � Q W U co) O H O O W 0) O � GO W ZOO 30. Q m O m v cr W Z W V w Z W I� J V W Z O H W C'3 Q Z� FL w Ili W J H W (1) >- DATE: 6/17/2013 SCALES 1/4" DRAW . BY: STACY SIMPSON JOB: SHEET A7 8 pOF 24 SHEETS RIDGE VENT ('A'�BUILDING. A8 CLA55 A GOMi-' - 15# BLDG. FEL- 7/16" 05B SHED 51MP50N HI 5E (AT ALL TRUSc- TO MIGROLLAr SHEET METAL X6 6UTTER BG 314 "X8" HARD 5/16" HARDI PA OVER TYVEK 1/2" 5HEATHIN6 2X4 50FIT FRP 4" HARDI TRIM 2" GONT. SGREI 4" HARDITRIM NOTE: SEE STRUGTURAI DRAWINGS FOR 5TRUGTURAL NO SECTION O 2' 4' 8' OLUMN DETAIL o 6" 1' 2' 10' -0" ABOVE F.F. EXTERIOR 5/8" r-7WB BEAM - SEE 5TRUGTURAL DRAWINGS 5I MP50N GG44 {DOST GAP W/ 518" BOLTS (EGGLL � EGGLR AT GORNERS) 4" HARDI TRIM 1/4" HARDI 5OFI == I T 4X4 P05T 5HEATHIN6 HARD I SH I NOLES ON TYVEK 2X4 COLUMN FRAMING :,AULKIN6 OLUMN BASE BOLTS AS RE0. TREATED 2X4 SILL PLATE 112" ANCHOR BOILT -TWO PER PLATE 4" CONCRETE SLAB 2 WALL SECTION AV O (O i l 11 21 NOTE: FOR 5TRUGTURAL GONNEGTIONS SEE 5TRUGTURAL GALGULATIONS AND 5KETGHE5 BY MG SQUARED, ING. VAPOI' 4" GRL GOMP� A�FFLE E3 WALL SECTION Ag 0 NTED OGKIN6 A55 'A' COMPOSTION 5HIN6LE 1/2" PLYWOOD ROOF 5HEATHIN6 PRE -EN61 NEERED WOOD )OD TRUSSES @ 24" O.G. b" HARDITRIM TTER BOARD T. MTL. GUTTER � DOWNSPOUT 38 ADV BATT INSULATION ZE -TIE INSULATION AS SHOWN ALLOW VENTILATION INTO ,FF I T AREA ["X8" HARDITRIM HARDI PANEL OGKIN6 @ GEILINO (TYPICAL) " SHEATH I NO RD I PANEL FAG I A 4 LAY -IN AGOUSTIGAL TILE ILIN6. )NTINUOUS 2" SOFFIT VENT 4 BLOCKIN6 t GONT. TRIM RD I PANEL W/ BATTONS 51 D I N6 TYVEK WRAP ON 112" PLYWOOD EATHIN6 ON 2X6 FRAMING ® 16" O.G. 21 INSULATION I" X 6" HARDI TRIM FLASHIN6 " 5HEATHIN6 RD I PANEL S I D I N6 W/ -7/1611X411 7TENS ON TYVEK WEATHER BARRIOR SULK I N6 T "XIO" HARDI TRIM BASE 6 TREATED SILL PLATE T. MTL. FLASHINO OTEGTI VE COVER 0 R161D INSULATION 11 SH 6RADE GHOR BOLTS -RIMETER DRAIN 0 Z o� k Zo ��`' oZ E-5 C-) J co LLJ Q A % � 0 �S O N OC w U No i- 0 �o w a 0 06 �Y� co W Z oC 0 CQC m 02%1-00 v W Z W U 71, Z W J_ U W Z O H a� W J LU i' DAJE: 6/17/2013 NOTE: FOR STRUGTURL GONNEGTIONS rDoF SEE 5TRUGTURAL G ^LGULATIONS AND 5KETGHE5 BY HC,50UARED, ING. NO N BY: STACY SIMPSON A8 OF 2 4 SHEETS T o Cn -- 0 ao v a ~ V w ch (1)r W 0 m J3 OD �• ~ Z 3 J N > aJ c� O Z o� k Zo ��`' oZ E-5 C-) J co LLJ Q A % � 0 �S O N OC w U No i- 0 �o w a 0 06 �Y� co W Z oC 0 CQC m 02%1-00 v W Z W U 71, Z W J_ U W Z O H a� W J LU i' DAJE: 6/17/2013 NOTE: FOR STRUGTURL GONNEGTIONS rDoF SEE 5TRUGTURAL G ^LGULATIONS AND 5KETGHE5 BY HC,50UARED, ING. NO N BY: STACY SIMPSON A8 OF 2 4 SHEETS L 3' -0" COLUMN DETAIL O 6" 1' 2' r i -O" ABOVE F.F. <TERIOR 518" CYJB 1/4" X 18" BEAM SEE STRUGTL)RAL DRAWINGS MPSON GG(b6 POST GAP '51b" BOLTS �GLL $ EGGLR AT CORNERS) HARDI TRIM 1-" HARDI SOFFIT IEATH I NC rRDISHINCLES ON TYVEK �4 COLUMN FRAMING 6X6 POST S I MPSON GB66 COLUMN BASE BOLTS AS REG. TREATED 2X4 SILL PLATE 1/2" ANCHOR BOLT -TWO PER PLATE 4" CONCRETE SLAB COLUMN DETAIL O 6" 1' 2' 1' -6" E3 FOOTING DETAIL O 6" I' 2' TREATED 2X4 SILL PLATE 1/2" ANCHOR BOLT -TWO PER PLATE 6X6 POST 518" GYPSUM BOARD 2X(b SILL PLATE 1/2" ANCHOR BOLT NOTE: SEE STRUCTURAL DRAW I N6 6-; FOR STRUCTURAL NOTES r4'�SECTION- STAIRWAY FOR MECHANICAL ACCESS Aq 0 1 1 21 41 " 11 '-' " ' " "'-' 1/2 ROUND I 5/8" GYPSUM PAINT, TYPIG/ ('5-'*'�SECTION- STAIRWAY HANDRAIL �q AL T ,J2 3/8 "x2j" LAG SCREW TO STUD 1 " NON — METALIC SPACER #24 GA.x 1 /2' STRAP ENCIRCLING TANK AND ANCHORED TO WALL FRAMING. GY SEISMIC STRAP W /STOVE BOLTS TO L OR #9 WIRE WRAP THRU HOLE IN L L1 "x1 "xi" W /J "x2j" LAG SCREW TO STUD ("-roWATER HEATER BRACING DETAIL a� SIONS U w Iiii- U a W) a0 0 T 0 0 m 0 v w co (n r jra Za -3 J Q is C4 J 00 O o V) a Z -_ U V) LJ Q 3 CD LLJ Y'? Q C14 �N J a W Z O U w Ir W 2 V co)o E- o �o w(M o a� Q M w--3� ZFO Sam o Ric v Ix w lil- Z w U V Z w 0 J 2 U w Z O I... V) JLr3a Z�: a. a w J Iii- w 0) DATE: 6/17/2013 SCALE: DRAWN �BY: STACY SIMPSON JOB: 4; SHEET iA9 1 OAF 24 SHEETS NOTE: SEE ELCTRICAL LIGHTING PLAN FOR ALL LIGHTING LOCATIONS AND TYPES. LEGEND: I—❑ ❑ Ill L -� EXIT SIGN W/ EMERGENCY LIGHTING & AL, CO 2 ALARM SENSOR N RPPI P:r'_Tl=n N G PLAN SUSPENDE O 311 / 11 11 i� FEW ❑ 2x4 1 HR RATED T -BAR - AILING PANEL (TYPICAL) )F TRUSS GUAGE VERTICAL WIRE AT 5 FT. O.C. SEISMIC BRACING #12 GA WIRE NOT MORE THAN 45° ANGLE FROM ALL DIRECTIONS. MAIN RUNNER SEIISMIC POST- USING 5/8" STEEL STUD 12' -0" O.C. IN BOTH DIRECTIONS. INTERSECTION OF MAIN RUNNER & CROSS TEE D CEILING SEISMIC DETAIL NdTE: ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM. Z Q J 0. 0 _Z J_ w V w V w J w cc SIONS V) EMERGENCY POWER m 2X4 FLOURECENT LIGHT EXIT CAN LIGHT EXTERIOR WALL MOUNT LIGHT ® EXTERIOR CAN LIGHT ® 2X2 SUPPLY AIR r V 2X2 RETURN AIR 5 L SMOKE DETECTOR AL, CO 2 ALARM SENSOR N RPPI P:r'_Tl=n N G PLAN SUSPENDE O 311 / 11 11 i� FEW ❑ 2x4 1 HR RATED T -BAR - AILING PANEL (TYPICAL) )F TRUSS GUAGE VERTICAL WIRE AT 5 FT. O.C. SEISMIC BRACING #12 GA WIRE NOT MORE THAN 45° ANGLE FROM ALL DIRECTIONS. MAIN RUNNER SEIISMIC POST- USING 5/8" STEEL STUD 12' -0" O.C. IN BOTH DIRECTIONS. INTERSECTION OF MAIN RUNNER & CROSS TEE D CEILING SEISMIC DETAIL NdTE: ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM. Z Q J 0. 0 _Z J_ w V w V w J w cc SIONS V) m O T O m Q r V w co (o T 5 L W W) c z V= J Q V aaa.. Cc QN_ J 00 I- n o o ww z cf) _ ( _ W U O Of Q CO w V) V) IIr w V O F- O :3 O w0 006 �Y� in w - Z or O Q m O m v a: w F- Z w V Z w J 2 V V) w Z O H as Z� F w a� uiW cl) >- DATE) 6/17/2013 SCA : 1/8" DRA N BY: STACY SIMPSON JOB: I I SHEET IA1 11 OF 24 SHEETS 20 "X30" ACCESSIBI COUNTER nVn0I IRA DnAMM RECEPTION 100 GYPSUM BOARD 'AINT, TYPICAL TOILET 105 NOTE: ALL T01LET ROOMS SHALL HAVE A 4' LAMINAT WAIN5GOTT O Q z z M s J i r-r%rr-r� CHILDREN'S TOILET DISPENSER CHILDRENS TOILET 122 8 127 SIMILAR' GYPSUM BOARD PAINT, T) TOILET PAPER DISPENSI B -2730 I H LL Qa z �a LV VV♦I_V - \VV, 1 11 1VEI TOILET 112 (CHILDRENS TOILET \SE, TYPICAL INTERIOR ELEVATIONS O2' 4' 8' 18" VERTICAL GRAB BAR PROVIDE BLOCKING TOILET PAPER DISPENSE B -2730 H L 0 i U� to U� Z� a� GRAB BAR B- 6806.99X36" PROVIDE BLOCKING ;RAB BAR 1- 6806.99X42" 'ROVIDE BLOCKING ... _ ..IOUNT ELONGATED BOWL TOILET K -4330 W/ OPEN FRONT SEAT K- 4670 -C HC TOILET 113 (126 SIMILAR)- 113 HC TOILET 0 '' 21 41 SOAP (LIQUID) DISPENSER B -4112 6'. 36 , TOILET SEAT COVER DISPENSED B -3013 24 "X36" MIRROR SINK W /ADALEVER b � cm N r7 WALL MOUNT LAV 6" COVED BASE, TYPICAL PAPER TOWEL DISPENSER - o � INSULATE DRAINLINE AND HOT WATER SUPPLY LINE BENEATH LAVATIORY IONS I BY to m O r O O m v VwM (a T W Im Za J3 J Q V is } Q 00 zZ F— O p V) . a Z U V Q Q gi LL- CD } W N V) V) Ln m w U N O H' O D O 0� ..aM Y V w 0--. ZOO Sam om%1-00 SHEET 1A11 12 F 24 SHEETS w z w U z w J co _ Z U O W k z W !' O J W � Q � Z z � O W wJ F- H W z co >- DATE: 6/17/2013 SCALE: 3/8" DRAWN BY: STACY SIMPSON JOB: SHEET 1A11 12 F 24 SHEETS N 4' -0" NOTE: SYMBOL TO BE PAINTED WHITE INTERNATIONAL SYMBOL OF ACCESS 5' -0" FLARED SIDE 1:10 MAX SLOPE Q W 2'X5' TRUNCATED DOMES VAN AGGE551BLE GAR AGG 51BLE SIGN 51 ON 5 °o °o °o o °o °o° 0 °0 °0° °0 °0 °0 \ Al2 °O °O °O O °O °o° Al2 �o o�o_o�o_o_ C NMI 2' -0" 2' -0° -o„ O X 4' -0" 0 I AUTOMOBILE PARKING O 2' 4' 8' CL O x 0 N� 4' -0" 0 I CV a 0 I 0 N 0 I L 16HT BL PAINTED INTERIOR Q Q" FROM DOOR OPEN I N6 UNISEX RESTROOM w 0 2 cn Z LL W 0 m Q O co ACCESSIBLE ENTRY CCESSIBLE SIGN DETAIL w D w 0 M CID 0 Co I N E�' ADA PARKING SIGN PA,RKI G 2 1/2" NOMINAL DIAM. GALVANIZED SCHEDULE 80 STEEL 516N P05T (TYP) a CONCRETE P05T SUPPORT a �-- L w D w 0 M 0 co 0 I N ACCESSIBLE PARKING SIGN 1 ✓/ IV L/ If-,. I Ill./LL / CURB PLAN WHITE PAINTED CURB ELEVATION 5 FRIPE5 (0 2„ CLEAR #6 BA TYPICAL 2 REC CONCRETE BUMPER CURB O 611 1' 21 CURB O 6" 1' 2' R E Sy I q, . PA, R KI N ADA PARK I N6 516N N VAN AGGE55ABLE 516N ACCESI"SHBLE MOUNTED BELOW AT VAN PARKIN 0 2 1/2" NOMINAL DIAM. 6ALVANIZED SCHEDULE 50 STEEL 51 ON P05T (TYP) a CONCRETE P05T SUPPORT a �-- LJ 2y2" 2 4„ #3 E3AR5 (2) 9.. 8" MIN. 10" MAX. CURB END VIEW ACCESSIBLE PARKING SIGN NOTES 516N CONSTRUCTION 12"x18" .063 aluminum sign with baked enamel finish. B-ackqround - White 5qmbol5 - Blue Text - Green 516N INSTALLATION Mount on 2" dia. gale. metal post 3:1 SptND AND CEMENT NON - SHRINK 6ROUT I I I MIN: DEPTH OR F�,EGYGLED PLASTIC y^JHEEL STOP 0 I CURB SECTION ATTACHMENT DETA&L REVISIONS I BY to m r O O CD M v W M V CO r W IMa ZQ W J -Ja V .2 a. cc It Q w0 D ` Z Z Ld 0 �w o)Z CD j ! _ wa- >- -:r: Q LL- C) a O 1 V) �- � �:� N L W co O F- O W a .. W M QY� W�� ZFx O Q Oicv) SHEET i 1 13 F n 4 SHEETS I � Z W U J_ w Q Z w w o o � v � Z U �e co W Q Z (L 0 0 � � Q (D a Z�S Z FL i a W _I H W Q >- � I Q F DATE: 6Z1 7 2013 SCALE: i 1 " DRAWN Y: STACY SIMPSON JOB: SHEET i 1 13 F n 4 SHEETS 1.0 GENERAL NOTES JOB NO. E. SEISMIC: 2009 IBC CHAPTER 1613 AND ASCE7 -05 SECTION y P_ a ADMIXTURE OR ADMIXTURES IS ADDED TO ALLOW HIGHER SrSUMP AND A. BOLTS SHALL BE ASTM A -307. z 12.4,12.8 GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE 0 THESE STRUC'T'URAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCRI�PANCY O 0 ORIGINAL APPROVED MIX DESIGN. ADMIXTURES CONTAINING CHLORIDES B. WASHERS SHALL BE MALLEABLE IRON WASHERS (MIW) . FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS TOTAL DESIGN BASE SHEAR: V; = (I.3SDS11.4R)WEIGHT ARE NOT PERMITTED UNLESS APPROVED BY THE ENGINEERR• SAW O SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH coo CUTTING OF SLAB TO CONTROL SHRINKAGE CRACKS IS PER THE C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER 0 SITE CLASS = D CONTRACTOR. RECOMMENDED GRID IS 16 FEET ON CENTER EACH WAY. ONLY. DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRA(=R`S DESIGN CAT. - D M RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS USE GROUP = 1 3.3 MATERIALS D. LAG SCREWS, SHEAR PLATES, SEE NATIONAL DESIGN AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WOE�K OR W. R = 6.5 SPECIFICATION. FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND Cj = 4 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE SHORING DURING CONSTRUCTION. Q0 3 E. ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, BOWMAN OR Q M ctl LU B. COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33 ICBO APPROVED. 1.1 BIDDERS WARRANTY 1.4 SOIL DATA O x z C. WATER TO CEMENT RATIO SHALL NOT EXCEED 50 %. 6.2 MINIMUM NAILING - PER IBC TABLE 2304.9.1 - FASTENING SCHEDULE. BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, Tf3E ALLOWABLE SOIL PRESSURE 1500 PSF (ASSUMED) . ALLOW 33 -1/3a M CONTRACTOR WARRANTS THAT: N INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. 3.4 WATER REDUCING ADMIXTURES 6.3 PLYWOOD, ORIENTED STRAND BOARD, WAFER BOARD, COMPLY A. THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE 1.5 INSPECTION - SPECIAL INSPECTION AS REQUIRED BY BUILDING A. WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494, EACH SHEET SHALT;, BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND E-4 DEPARTMENT. ADMIXTURES SHALL BE INCORPORATED INTO ALL CONCRETE IN ASSOCIATION. ALL PANELS SHALL BE APA PERFORMANCE RATED STRUCTURAL NOTES AND HAVE FOUND THEM COMPLETE ANT) FREE A � EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIOVS• PANELS. FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; 1.6 SHOP DRAWINGS H FURTHER THAT, B. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING THICKNESS AND LAYUP ARE AS SHOWN ON DRAWINGS. ALL PANELS SHALL THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH BE EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE B. THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE C)F THE INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY ENGINEER'S APPROVAL. DESIGN SHALL BE SUBMITTED TO THE THE FOLLOWING MINIMUM NAILING: ROOF PANEL EDGES SHALL BE WORK AND THAT FROM HIS OWN INVESTIGATIONS, HIE HAS 0 THE ENGINEER OF RECORD, THEREFORE, THEY MUST BE VERIFIED BY ENGINEER FOR APPROVAL. NAILED WITH 8d AT 6" ON CENTER, INTERMEDIATE SUPPORT 8d AT 12" SATISFIED HIMSELF AS TO THE NATURE AND LOCATION C)F THE THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED ON CENTER. FLOOR PANEL EDGES SHALL BE NAILED WITH 10d AT 6" WORK, AS TO THE CHARACTER, QUALITY, QUANTITIES OF PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT C. AIR ENTRAINMENT: CONFORMED TO ASTM 0250 AND ASTM 0494, ON CENTER, INTERMEDIATE SUPPORT 10d AT 10" ON CENTER. MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED, AS TO THE DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR ENTRAIN 5° PLUS /MINUS 1% BY VOLUME IN ALL EXPOSED EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED F(DR THE LOADS IMPOSED ON THE BASIS STRUCTURE. THE COMPONENT DESIGNER CONCRETE. 6.4 GLUED- LAMINATED TIMBER PERFORMANCE OF THE WORK AND AS TO THE GENERAL AND LOCAL IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR D. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE PER AITC 117 -76. EACH MEMBER SHALL BEAR AITC QUALITY MARK. THE WORK OR ITS PERFORMANCE, FURTHER THAT, STRUCTURAL DRAWINGS. SUBMIT A REPRODUCIBLE AND ONE COPY OF ENGINEER. LUMBER SHALL CONFORM TO WCLIB, "STANDARD SPECIFICATIONS FOR THE SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER. THE STRUCTURAL GLUED LAMINATED DOUGLAS FIR." CAMBERS ARE SHOWN ON C. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE REPRODUCIBLE WILL BE REVIEWED AND RETURNED. ALLOW 14 WORKING 3.5 REINFORCING STEEL DRAWINGS. ALL MEMBERS SHALL BE COMBINATION 24F -V4 OR AS NOTED SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION DAYS FOR REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE AND HAVE EXTERIOR GLUE. ALL MEMBERS SHALL BE INDUSTRIAL REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON; FOLLOWING: DETAIL, FABRICATE, AND PLACE PER ACI -315 AND ACI -318 SUPPORT APPEARANCE OR AS NOTED ON DRAWINGS. FURTHER THAT, REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. REINFORCING STEEL 6.5 TIMBER TRUSSES D. NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENT'S, B. ROOF TRUSSES A. DEFORMED BAR REINFORCEMENT: ASTM A- 615 -GR 60 INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED) UPON C. ENGINEERED WOOD BEAMS B. WELDED DEFORMED BAR REINFORCEMENT: ASTM A706 GR 60 A. PRE- ENGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR FULL ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZI�D OR D. STRUCTURAL STEEL OR LIVE LOADS AS SPECIFIED IN SECTION 1.3 PLUS 15 PSF DEAD UNAUTHORIZED FROM THE OWNER OR HIS EMPLOYEES OR AGENTS, ASTM A615 GR 40 LOAD, PLUS TRUSS SYSTEM WEIGHT. ADD 2 PSF IN FIRE RATED INCLUDING THE ARCHITECT OR ENGINEERS, IN ASSEMBLING THE SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR C. WELDED WIRE FABRIC: ASTM A -;185 CEILING AREAS, PLUS CONCENTRATED LOADS WHERE INDICATED. BIB FIGURES; FURTHER THAT, PRIOR TO SUBMISSION AND REVIEW BY THE ENGINEER. & ASTM A-2 TRUSSES AND CONNECTIONS SHALL HAVE THE CAPACITY TO RESIST D. DEFORMED BAR ANCHORS: ASTM A -496 A LATERAL FORCE PERPENDICULAR TO AND AT TOP OF MASONRY OR E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION 2.0 SITE WORK CONCRETE WALLS OF 200 POUNDS PER LINEAL FOOT OR AS CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA 5.0 METALS OTHERWISE NOTED ON DRAWINGS, IN OR OUT, WHSLE SUPPORTING AND NOT UPON ANY OTHER WRITTEN OR VERBAL REPRESENTATIONS . 2.1 EXCAVATION DEAD LOAD PLUS ONE HALF LIVE LOAD. 5.1 WELDING 1.2 CODES EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM A. ALL WELDING SHALL BE IN ACCORDANCE WITH T'HE " STRUCTURAL B. TRUSS DRAWINGS MUST BE STAMPED BY A ENGINEER LICENSED IN A. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFC)RM TO UNDISTURBED MATERIAL. AREAS OVER - EXCAVATED SHALL BE WELDING CODE ", AWS D1.1. THE STATE OF WASHINGTON. THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDtD AND BACKFILLED WITH LEAN CONCRETE (F'e =2000 PSI), AND SHALL BE AT ADOPTED BY THE LOCAL JURISDICTION. THE CONTRACTOR'S EXPENSE. SEE DRAWINGS FOR TYPICAL DETAIL B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, UC)ING E70 C. TOP CHORD MEMBER OF TRUSSES TO BE MINIMUM OF #2 DOUG FIR SHOWING FOUNDATION WALL CROSSING PIPELINES. SEE CIVIL ELECTRODES. FOR ALL COMPLETE JOINT PENETRATION GROOVE B. ALL REFERENCE TO OTHER CODES, ACI, ASTM ETC.,SHALL EE FOR DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING PIPELINES. WELDS, FILLER METAL SHALL BE USED THAT PASSES A MINIMUM D. PRE- ENGINEERED ROOF TRUSSES INCLUDING BRIDGING, BLOCKING LATEST OR MOST CURRENT EDITION AVAILABLE. OF CVN TOUGHNESS OF 20ft -lbs AT MINUMS 20 degrees F, AS ECT. SHEAN BE BY PRE - APPROVED MANUFACTURER AND 2.2 BACKFILL AND COMPACTION DETERMINED BY AWS CLASSIFICATIONS OR MANUFACTURER CONSTRUCTUED IN ACCORDANCE WITH THE TRUSS PLATE 1.3 UNIFORM LOADS: CERTIFICATION. INSTITUTE. BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE LOADS LIVE LOAD DEAD LOAD REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT 6.6 STEEL PROTECTION SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR WHERE SHOWN. ALL WELDING OF REINFORCEMENT SHALL B PER ROOF 25 PSF* ACTUAL BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL OTHER AWS D12.1, A. ALL FASTENERS IN CONTRACT WITH PRESSURE TREATED LUMBER SECOND FLOOR 40 PSF ACTUAL THAN PEA GRAVEL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 INCH SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM B 695, CLASS SLAB ON GRADE 1.00 PSF ACTUAL LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY 5.2 STRUCTURAL STEEL 55 MINIMUM. FASTENERS EXPOSED TO WEATHER MUST MEET THE AS DETERMINED BY ASTM; D -1557, THE FILL SHOULD BE LIMITED TO REQUIREMENTS OF THE PRESSURE TREATING MANUFACTURE'S CLEAN, GRANULAR MATERIAL CONFORMING TO WSDOT ;GRAVEL BTED TO A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TC MINIMUM. IN ABSENCE OF A MINIMUM THE MINIMUM MUST BE * 15`� INCREASE IN STRESSES FOR WOOD FRAMING ALLOWED THE AISC "MANUAL OF STEEL CONSTRUCTION:, LATEST EDITION. ASTM A 653 TYPE G195. SEE SECTION 2304.9.5 OF THE 2009 ' FOR SNOW LIVE LOAD FOR WALLS" UNLESS SPECIFIED ELSEWISE BY ENGINEER OF RECORD. ' IBC FOR ADDITIONAL INFORMATION. PEA GRAVEL FILL WHERE SPECIFIED ON DRAWINGS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3/8" DIAMETER. B. STEEL SHAPES AND PLATES SHALL BE ASTM A992, GRADE 50KSI. B. CONCENTRATED LOADS: 3.0 STRUCTURAL CONCRETE C. PIPE COLUMNS SHALL BE OF SIZE AS SHOWN AND PER ASTM A -53, MECHANICAL UNITS OR OTHER CONCENTRATED LOADS ON RC)OF OR TYPE S, GRADE B (Fy = 35 KSI) . FLOOR AS INDICATED. IT SHALL BE THE RESPONSIBILITY OF EACH MANUFACTURER OF ALL PRE - ENGINEERED SYSTEMS (TRUSSES, 3.1 GENERAL D. TUBE COLUMNS SHALL BE OF SIZE AS SHOWN AND ]?ER ASTM ETC.) TO DESIGN THEIR SYSTEM FOR THESE LOADS. A -500, GRADE B (Fy =46 KSI). ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS C. LATERAL LOADS: FOR "ULTIMATE STRENGTH TYPE CONCRETE ", PER ACI -301, "SPECIFICATIONS ". E. BOLTS SHALL BE ASTM A -307, MIN UNO. FOR STRUCTURAL CONCRETE FOR BUILDINGS ALLOW 33- 1/3`x, INCREASE IN STRESSES FOR WIND AND SEISMIC PROPORTIONING OF INGREDIENT FOR EACH CONCRETE MIX SHALL BE BY F. EXPANSION ANCHORS SHALL BE HILTI CONCRETE ANCHORS AS FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM METHOD 2 OR THE ALTERNATE PROCEDURE (306) WINTER CONCRETING MANUFACTURED BY HILTI CORPORATION OR APPROVED EQUAL AND ACTION OF THE ROOF TO SHEAR WALLS AND /OR FRAMES. LOADS AND ACI -605 (305) FOR HOT WEATHER CONCRETING. USE INTERIOR SHALL BE OF THE TYPE NOTED ON THE.. DRAWINGS. ARE THEN TRANSFERRED TO FOOTINGS BY SHEAR. WALL OR FRAME MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE OVER-VIBRATE. CONCRETE SHALL BE PLACED MONOLITHICALLY BETWEEN G. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM OVERTURNING IS RESISTED BY THE DEAD LOAD OE; THE CONCRETE FROM PREMATURE DRYING EXCESSIVE HOT OR COLD A -123 WITH 1.25 OZ. OF ZINC SPELTER PER SQUARE FOOT OF STRUCTURE. TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE ARCHITECT/ ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP FOR HIS APPROVAL. PAINTED AFTER FABRICATION. D. WIND: WIND DESIGN SHALL BE IN ACCORDANCE WITH CHAPTER 1609 OF THE IBC AND ASCE 7 -05 SECTION 6.0 CARPENTRY 6.4. 3.2 STRENGTH 85 TWENTY -EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: ALL 2x FRAMING LUMBER SHALL BE DOUG-FIR NO.2 OR BETTER. ALL 4x BASIC WIND SPEED: MPH ZONE OR 6x MEMBERS SHALL BE DOUG -FIR N.1 OR AS SHOWN ON THE PSI SLUMP DRAWINGS. 2" LUMBER SHALL BE KILN DRIED (KD). EACH ]PIECE OF EXPOSURE: B LUMBER SHALL BEAR A STAMP OF THE WEST COAST LUMBER INSPECTION SLABS 3000 4" +1- 1" BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. STORE =, LUMBER IMPORTANCE FACTOR: 1.00 FOOTINGS 3000 410 1" WHERE IT WILL REMAIN DRY DURING CONSTRUCTION. COLUMNS, VERTCIALLY FORMED WALLS 3000 4'" 1T+ 6.1 CARPENTRY HARDWARE THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF E-4 W U 01� z A U W O z a a W W O p z z E xi JOB NO. y P_ a o r7� O z 0 O 0 O coo 0 M W. Q M ctl LU O x z M � N M N 00 W E-4 3 A A � E-4 W U 01� z A U W O z a a W W O p z z E xi JOB NO. y P_ a o r7� O 00 E-4 W U 01� z A U W O z a a W W O p z z E xi I oc2y JOB NO. 1.0 00 0 0 O coo 0 M M O M M N 00 3 H d 0 I oc2y JOB NO. 1.0 I oc2y aD cq 1 Typ. raxT. Fms. SCALE: SHEAR WALL GALL -OUT- SEE PLAN 2x STUDS 0 i(o " O.C. 1/2" DIA. A.B. w/ 3"x3 "x1 /4" M WASHERS 0 48" O.C. GONG. SLAB SEE PLAN HSS ( EAR WALL GALL -OUT E PLAN 02 P.T. DF MUDSILL w/ "4 A.B. w/ 3 "x3 "xI /4" fE 314ERS 0 48" O.C. (12" X FROM CORNERS :) SPLICES) SEE PLAN ,l ANT. 19 0 48" O.G. 19 04 CONT. w/ 24" MIN. SPLICES 12 I �- (2) 04 CONT. w/ 24" MIN. LAP SPLICES 16" TOP AND BOTTOM O TH ICKINIC FOOTING 18" SQ. O TNICKENDED FTG. DIV. HITECTURAL T UP FRAMING �HITECTURAL WOw CONC. SLAB IE 1/8 "x12 "xI' -0" SEE PLAN 1/4" (4) 1/8" 0 THREADED ROD W/ 16" EMBEDMENT I" NON SHRINK J Li GROUT PAD LEVELING NUT 03 0 12" O.G. (8) 5 VERT. aD tr 2411 L 1-1-Av YMW 4 H.S. STIM COL. DIT. SCALE: 1 "= I' -m" HSS I PLAT l4) l W/ ib CONC. SLAB SEE PLAN 2" DEEP SAID CUT JOINT COMPACTED GRAVEL O ORA(% CONTROL DETAIL FOUNDATION PLAN SCALE: 1/8" = 1' -0" OB NO. 2.0 Is2q LL 0 m 0 a a Ln M .--1 C) N pi L cu a.J c V Y) c L 70 U UJ c 0 V) rn c Q CL (1) V) L c U c N L U V) c 0 V) c Q CL m c m ra 'v a� E V / C7 Z w w Ln H U w a / CL 0 Ln a� 0 cu U 7 L m cm c au Ln _0 c c E u 0 0 LM C �W •� Q x lu d pq� A � al w z 0. w F A A A tvn OB NO. 2.0 Is2q LL 0 m 0 a a Ln M .--1 C) N pi L cu a.J c V Y) c L 70 U UJ c 0 V) rn c Q CL (1) V) L c U c N L U V) c 0 V) c Q CL m c m ra 'v a� E V / C7 Z w w Ln H U w a / CL 0 Ln a� 0 cu U 7 L m cm c au Ln _0 c c E u 0 0 LM ..r OB NO. 2.0 Is2q LL 0 m 0 a a Ln M .--1 C) N pi L cu a.J c V Y) c L 70 U UJ c 0 V) rn c Q CL (1) V) L c U c N L U V) c 0 V) c Q CL m c m ra 'v a� E V / C7 Z w w Ln H U w a / CL 0 Ln a� 0 cu U 7 L m cm c au Ln _0 c c E u 0 0 LM 0 0 0 0 4 "x4 "x1/8" T.S. COL. BEAM °,EE PLAN -COLUMN CAP SEE - PLAN AV SUCAIP To «a == 0 eu SIT POST CAP PRE - ENGINEERED WD. TRUSSES 0 24" O.C. 8d a 4" O.C. 1116" O.S.B. ROOF SHEATHING 2x BLOCKING w/ HI CLIP EA. TRUSS - 5/4" FASCIA POST SEE PLAN DBL. 2x6 TOP PLATE 2xb STUD WALL ROOF TRUSS SIMPSON H1 CLIP 6 24" O.C. 2x BLOCKING 8d a 4" O.C. SIMPSON RBC 0 48" O.C. TYP. UN,O 5/4" FASCIA 2 WALL GALL -OUT LAN O BEAM TO N.B. STEEL COL. 3 TRUSS TO SHEAR WALL O TRuspow- TO BEAM CONN. O ?RUBS TO WALL CONN. E. 1/2" CDX OR l /lb" OSB SPAN RATED 24/0 MER AND NAIL W/ 10d NAILS 0 b" O.C. EDGES !" O.C. IN THE FIELD. (UNLESS NOTED OTHERU HEADERS TO BE b)(8 DF n UNLESS NOTED OTHEF 'PLATE SPLICES: NAIL SPLICES W/ (2) ROWS 10d � I ^tl G/1= 9A1I =9711== CImm /1t C=I U_ /n 11 1 MI►I MSTA49 TYP. P.T. 6x6 w/ EPCbb TYP. s CORNERS P.T. 6x6 w/ PCbb TYP. HUC68TF TYP. COWERS W55 bxbxl /8 w/ ECCROb TYP. HSS bxbxl 18 w/ ECCL(P(o P.T. 6x6 w/ EP'Cbb TYP. * COFN5,R5 SCALE: 1 /8" = 1' -0" MSTA49 TYP. P.T. bxb w/ EPCbb TYP. e COMERS P.T. bxb w/ PCbb I TYP. W E-4 z W U Z W A G � U w C/) a W a) Z -_°a O E- C) Z � 0-4 d- M O 0) c c E-4 U Jn a A z z F u U a) c 0 P%4 w U) CL o° o° CL U � c o N o _0 oc U V) o N � c M 0 c CL CL M Q) _ a-J V) M V) 0) O 0 m M U 00 4J E o 3 j � Z w w U w ce CL CL z o N a� o L m Ln JOB NO. -0 C ro Ln 3, 0 °' E L) 0 - U r,? _j O viz.. Z h7 _o n1 w 0 Z r d) W H A A � W E-4 z W U Z W A G � U w C/) a W a) Z -_°a O E- C) Z � 0-4 d- M O 0) c c E-4 U Jn a A z z F u U a) c 0 P%4 w U) CL o° o° CL U � c o N o _0 oc U V) o N � c M 0 c CL CL M Q) _ a-J V) M V) 0) O 0 m M U 00 4J E o 3 j � Z w w U w ce CL CL z o N a� o L m Ln JOB NO. -0 C ro Ln 3, 0 °' E L) 0 - U r,? _j O viz.. Z h7 _o W E-4 z W U Z W A G � U w C/) a W a) Z -_°a O E- C) Z � 0-4 d- M O 0) c c E-4 U Jn a A z z F u U a) c 0 P%4 w U) CL o° o° CL U � c o N o _0 oc U V) o N � c M 0 c CL CL M Q) _ a-J V) M V) 0) O 0 m M U 00 4J E o 3 j � Z w w U w ce CL CL z o N a� o L m Ln JOB NO. -0 C ro Ln 3, 0 °' E L) 0 - U TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 518" dia. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 3x3x 1 /4 plate washer. At existing foundation use 5/8" diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete. All wall sheathing shall be 1/2" CDX plywood, 5/8" TI-I I siding, or 7/16" OSB with exterior exposure glue and span rated "SR 2410" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or I Od common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If I Od common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company "Kant-Sag" that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a "squash block". All double and triple studs shall glued and nailed together with I Od's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #I DF when used for hold downs and shear walls. All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.9.5 of the 2009 IBC for additional information. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHEDULE Ai sheathing nailed with I Od's at 6" on center all edges. It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the comer or opening at the end of the shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing requirements. Larger stud size controls For holdown anchor bolt embedment greater that foundation depth, thicken footing for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-0" pieces of longitudinal rebar at this location. OHD 1,12 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood Screws in wall above. D � � I N SHEAR WALL CONT. 11 00:0.1 l� e <TYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE 0 TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE & I I vmIAR WA44 P4AN WALE: 1/13" = V-01 LO LO O&VH E­4 Z 10 Z U) PQ Z 0 Z W � MERfV I I Cn Cn JOB NO. 00 Z o W CD 00 Cq CD Z LO LO O&VH E­4 Z 10 Z U) PQ Z 0 Z W � MERfV I I Cn Cn -7 or 21 JOB NO. 00 Z o CD 00 CD 00 -7 or 21 JOB NO. S4.0 -7 or 21 N im pi 0 3 9 Fm m"Im 10 13 I�we Suu� 2 o? L i�? 0 u14 L F 0 Em voit " INTERNATIONAL PLUMBING 206— 372-6093 4 I ut REVISIONS I BY N co O T O O co co w co U -, T w oa F- Za w3 = Ja () a N_ J a 4 ZZ U � O \ Z_ _ � S U co Q <� O � w CD :1c) N Ir H O w o GO 6E Y w�� Z� O a (D om%v-)O oC w z w U w z w I� J Q = � U 0 Q w in z O a W cf) cl) (!)a cr z� w H w a co >- DATE: 6/17/2013 SCAB : NTS DRAW q BY: STACY SIMPSON JOB: SHEET m 1 16 OF 24 SHEETS nrrm lig 0 PO N 3 v 41 H yy � 2� •i� i it 0 2 '14 ' I irk I t "fik FA k 0 m IN pm y INTERNATIONAL PLUMBING 206 -372 -6093 REVISIONS I BY w Lu V CO) O H O ::) O W W 006 .. W M LU S cca m 0 ` v o: w z w V z W It O J � V a oc cl) C3 w a z 0 F- W 0Q Cl) z cc FL 5w ir Lu W J ��F.�- W a V♦ DATE: 6Z1 7 2013 SCALE: t NTS DRAWN BY: STACY SIMPSON JOB: SHEET iM2 n 1 a F 24 SHEETS r Z O m a. 0 T 0 co 0 CD V a V W M (q T W a 00 mCD ~ Za — W3 T' .L J J Q V is a: a a Z Z Li 00 w CD z E5 (U!-) vQ Q -� o 0 N L0 c. (n w Lu V CO) O H O ::) O W W 006 .. W M LU S cca m 0 ` v o: w z w V z W It O J � V a oc cl) C3 w a z 0 F- W 0Q Cl) z cc FL 5w ir Lu W J ��F.�- W a V♦ DATE: 6Z1 7 2013 SCALE: t NTS DRAWN BY: STACY SIMPSON JOB: SHEET iM2 n 1 a F 24 SHEETS r Ao'R 1 N IWK {p" EX�AAu'� duTLE S n" ♦ .t9 i. . - A TE�R10Q VOL.L_ I >CREEKJEp None EX NA LA-s-r CAP N 3 v LJ J HVAC HvAC. 4 'B AC.. �< VRAFT iD A r�r->E R O -00B tNtfNF- EXHAUST T�-At4 2.b X 1 0 ox A IR FLOW EX 'H Nu1S i N (-TYP'l CAS.. -T-WO El MEGHAN I GAL BY HOT AIR, ING. 6822 115TH AVE 5W OLYMPIA/ WA (360) �q0 -1361 �. A t R I:L ov,/ 'PLYWOO-C) Zest El 180 S U?-p i ' A l j� ❑lJ GoolDPAAN CHEF 0(,0 H VA G 2 ]I J J HYAC 3 I c pt rvk t ry k: t ION FIVE VENT v� us'r►earJ Ate _ 100 e wrsit>e AR FLu� 'P Y- 1qb� ti�r�x� ____ 24 XoLT (NTF&RAr L G-MS gil5"5�� PL.\' w 00'D Ttvs-E R1A Al 1: LOW H V AS. i Nl o a oZ Um IT S eto N Q r>-R NI t A -P%14 IONS Lo m O T O O v W co U co T to W coo F- Z a w3 J J Q U 2a a: It N 2 J 00 i— _ W U to O i- O �O wa o a� W ZOO dam O m v Cl7 z w z w H Q Q� �o z w „ U - cn Lo cl) _ W U to O i- O �O wa o a� W ZOO dam O m v Cl7 SHEET M 3 k r� 20 F 2 4 SHEETS ac w H z w U U J cl) a Z F" W W a: � p J D — = Z U a � Z W a Z J 0 0 cr (1) 0 0a O z� J LL FL a U W a F- w > 2 DATE: 6/17/2013 SCALE: 1/8" DRAWN Y: STACY SIMPSON JOB: SHEET M 3 k r� 20 F 2 4 SHEETS �❑ ❑ io i LE NOTE: COORDINATE LOCATION OF ELECTRICAL EQUIPMENT WITH ARCHITECT /OWNER. M N COVERED PLAY AREA POWER PLAN mt!mpm � lllllll�11. ,, ❑I - �j REVIDONS I BY m O T O pl- O m M v W M Vco L0 w w� F- Z Q W� X J �a a: N } J 00 z U - o Z � U , Of 3 0 � w Lo c i Lo w- U FN- O WC D OD 00 �Y� LU Z O Q m O m %V-)o W Z W U Z W J 2 U V) W Z O Z ~ Q � J � Q a Z or w FL W a W J 0 co>- CL DATE 6/17/2013 Scq. 1/8" DRA BY: STACY SIMPSON JOB: SHEET E 1 21 OF 24 SHEETS I I❑ Ib I❑ L_ NOTE: COORDINATE LOCATION OF ELECTRICAL EQUIPMENT WITH ARCHITECT /OWNER. NOTE: IBC SEC. 1006.1&2— MEANS OF EGRESS ILLUMINATION WITH EMERGENCY POWER IS REQUIRED THROUGHOUT THE BUILDING. LEGEND: FF� F� EXIT LIGHTED EXIT SIGNS WITH BATTERY BACK —UP 2X4 FLOURECENT LIGHT CAN LIGHT K:7 EXTERIOR WALL MOUNT LIGHT 0 EXTERIOR CAN LIGHT N LIGHTING PLAN O 4' 8' Ib' N� SIONS L0J Aa M i (L It I O I O m � 1 z Ww lZ cs V) < I � I I W co O wa ao .. W M W 2x4 1 HR RATED T —BAR 3 a M CEILING PANEL (TYPICAL) p g " co w Q U w H �w z j� w Z a W� U V= J w Q U is z w Q 00 � 1 z Ww lZ cs V) < I � I I W co O wa ao .. W M W 2x4 1 HR RATED T —BAR 3 a M CEILING PANEL (TYPICAL) p g " JOB: SHEET I IE2 2 gOF 24 SHEETS w H z w U w z w J V w z O F_ V) (r3 Q Q z� J a. a. CL 0 w j Z �>- H J DATE: 5/14/2013 SCALE:„ 1/8" DRAW BY: STACY SIMPSON JOB: SHEET I IE2 2 gOF 24 SHEETS ❑■ G L� 0 F—o — i i i i - -J ATTIC. LIGHTING & POWER PLAN "!=!MR i i i i i of ❑I J SIONS m. z �O v! kc) m 1 T O /\ O v Q w co U N T w IX0 I_ Z a w 3 V= J Q U 2a N� QJ vD 0 LLJ z Z o w° z Q LLJ ED �Q 2 o �w O Q N =- C/) cn L m LU 2 V H O D O w CD C3 OD .. w CV) ddY't w--.) 01% ZOO Sam om%C-S cr w z w U CD z w cr CL ad cl) O J_ 2 U w z O H C'3 Q z� F (L � w J F— w V DAT : 6/17/2013 SCA E: 1/811 DRA NN BY: STACY SIMPSON JOB SHEET w, E3 3OF 24 SHEETS Panel NM /Loc: SUB -C /Electrical Room PANEL Fed From: 320A METER BASE SCHEDULE AIC Rating: 10,000 LOAD CIRCUIT DESCRIPTION (KVA) CODE BRKR E 1 AC -2 6 40 2P 3 5 AC -3 6 40 2P Voltage /Current Rating: 120/240 -200A Main Breaker: 200A 30 SPACE LOAD 3RKR CODE (KVA) CIRCUIT DESCRIPTION 320 METER BASE AS REQ'D BY P.S.E. a V 240 V 22.3 Kva 25.0 Kva 104.3 A Panel NM /Loc: SUB -C /Electrical Room CONNECTED SYM DESCRIPTION MANUFACTURER MODEL # LENS TYPE QTY WATTS TYPE QTY VOLT REMARKS A LED EXIT LIGHT DAY -BRITE LEDREM NA LED 7.2 120 LED EXIT LIGHT WITH UNIVERSAL DIRECTION EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS DEMAND SUPPLY VOLTAGE R .09 1 RECEPT. EAST CLASSROOM LIGHTS CENTRAL ROOMS 1.15 L 20 1P 5.2 Kva 20 1P R 1.08 RECEPT. WEST CLASSROOM LIGHTS NORTHERN ROOMS 1.54 L 20 1P 0.0 Kva 20 1P L 0.77 LIGHTS PLAY ROOM AREA RECEPT. NORTHERN C. ROOMS 1.8 R 20 1P 6.0 Kva 2Q 1P L 1.19 CANOPY LIGHTS RECEPT NORTH OFFICE 1.44 R 20 1P 0.0 Kva 2Q 1P L 0.41 PARKING LOT LIGHTS 2 -175 WMH 320 METER BASE AS REQ'D BY P.S.E. a V 240 V 22.3 Kva 25.0 Kva 104.3 A Panel NM /Loc: SUB -C /Electrical Room CONNECTED SYM DESCRIPTION MANUFACTURER MODEL # LENS TYPE QTY WATTS TYPE QTY VOLT REMARKS A LED EXIT LIGHT DAY -BRITE LEDREM NA LED 7.2 120 LED EXIT LIGHT WITH UNIVERSAL DIRECTION EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS DEMAND SUPPLY VOLTAGE LIGHTING 5.1 Kva X 125% 6.3 Kva CONNECTED LOAD RECEP < 10 5.2 Kva X 100% 5.2 Kva SCHEDULE RECEP > 10 0.0 Kva X 50% 0.0 Kva Fed From: 320A METER BASE LARGE MOTOR 6.0 Kva X 125% 7.5 Kva DEMAND LOAD OTHER MOTOR 6.0 Kva X 100% 6.0 Kva DEMAND AMPS HEATING / A.C. 0.0 Kva X 100% 0.0 Kva 0 VENTILATION 0.0 Kva X 100% 0.0 Kva w KITCHEN 0.0 Kva X 100% 0.0 Kva AMPS PER PHASE: MISC. 0.0 Kva X 100% 0.0 Kva A B (KVA) CODE BRKR RECESSED FLUORESCENT DOWN LIGHT BRKR 92.1 93.5 320 METER BASE AS REQ'D BY P.S.E. a V 240 V 22.3 Kva 25.0 Kva 104.3 A Panel NM /Loc: SUB -C /Electrical Room LAMP FIXTURE BALLAST SYM DESCRIPTION MANUFACTURER MODEL # LENS TYPE QTY WATTS TYPE QTY VOLT REMARKS A LED EXIT LIGHT DAY -BRITE LEDREM NA LED 7.2 120 LED EXIT LIGHT WITH UNIVERSAL DIRECTION EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS B PANEL DAY -BRITE 2TG232 Voltage /Current Rating: 120/240 -200A F32TB 2 64 ELECTRONIC 1 120 OR EQUAL J SCHEDULE PRISTMATIC U Fed From: 320A METER BASE HPF J Q Z C 2 -LAMP WRAPAROUND DAY -BRITE Mairi Breaker: 200A 30 SPACE POLYCAR. F32TB AIC Rating: 10,000 64 ELECTRONIC 1 120 OR EQUAL PLAY AREA VANDAL RESIST. w 0 J CIO w LOAD w Z 0 D COMPACT FOURESCENT LOAD LAF2 /26T PRISMATIC 26WF26D CIRCUIT DESCRIPTION 70 (KVA) CODE BRKR RECESSED FLUORESCENT DOWN LIGHT BRKR CODE (KVA) CIRCUIT DESCRIPTION F 1 RECEPT NE CLSSROOM ( 0.9 R 20 1P OR EQUAL 20 1P L 1.66 LIGHTS EAST CLASSROOMS ECA181QH175MH 2 3 RECEPT SE CLSSROOM 210 0.9 R 20 1P PARKING LOT LITE STANDARDS COMPLETE 20 1P L 1.34 LIGHTS MISC RMS & HALLWAY 4 5 WASHING MACHINE 1.5 M 20 1P 30 2P M 5 DRYER 6 7 RECEPT. MISC. LAUND. & HALLWAY 1.5 R 20 1P 8 g 1 RECEPT. ELECT. RM/ EXT./ COPY RM 1.5 R 15 1P 20 1P R 0.72 RECEPT. LOBBY COPY UNISEX REST. 10 11 RECEPT OFFICE 1.5 M 20 1P 20 1P R 1.5 KITCHEN 1 RECEPT. 12 13 KITCHEN 2 RECEPT. 1.5 R 20 1P 20 1P OM 1.13 GAS HEAT 1/2 HP 14 15 A /C/ #1 6 LM 40 2P 20 1P OM 1.13 GAS HEAT 1/2 HP 16 17 20 1P OM 1.13 GAS HEAT 1/2 HP 18 19 20 21 22 23 24 25 26 27 28 291 1 1 30 CONNECTED DEMAND SUPPLY VOLTAGE 240 V LIGHTING 3.0 Kva X 125% 3.8 Kva CONNECTED LOAD 26.7 Kva RECEP < 10 6.7 Kva X 100% 6.7 Kva RECEP > 10 0.0 Kva X 50% 0.0 Kva DEMAND LOAD 29.0 Kva LARGE MOTOR 6.0 Kva X 125% 7.5 Kva OTHER MOTOR 3.4 Kva X 100% 3.4 Kva DEMAND AMPS 120.7 A HEATING / A.C. 0.0 Kva X 100% 0.0 Kva VENTILATION 0.0 Kva 0.0 Kva X X 100% 100% 0.0 Kva 0.0 Kva AMPS PER PHASE: KITCHEN 7.6 Kva X 100% 7.6 Kva A B MISC. 112.8 101.:5 LIGHTING FIXTURE SCHEDULE LAMP FIXTURE BALLAST SYM DESCRIPTION MANUFACTURER MODEL # LENS TYPE QTY WATTS TYPE QTY VOLT REMARKS A LED EXIT LIGHT DAY -BRITE LEDREM NA LED 7.2 120 LED EXIT LIGHT WITH UNIVERSAL DIRECTION EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS B 2 -LAMP FLOUR. TROFFER DAY -BRITE 2TG232 ACRYLIC F32TB 2 64 ELECTRONIC 1 120 OR EQUAL J w U PRISTMATIC U CO HPF J Q Z C 2 -LAMP WRAPAROUND DAY -BRITE SLW232 POLYCAR. F32TB 2 64 ELECTRONIC 1 120 OR EQUAL PLAY AREA VANDAL RESIST. w 0 J CIO w HPF w Z 0 D COMPACT FOURESCENT LITHONIA LAF2 /26T PRISMATIC 26WF26D 2 70 HPF 1 120 RECESSED FLUORESCENT DOWN LIGHT V ♦ z F Q ( CCw G OR EQUAL E PARKING LOT LIGHT EMCO ECA181QH175MH TEMPERED 175WMH 1 210 CWA /HPF 1 120 PARKING LOT LITE STANDARDS COMPLETE GLASS V V T T/ V u, L L/ V P L. TO TRANSFORMER ONE -LINE DIAGRAM NO SCALE N w CANOPY LIGHTS PARKING LOT LIGHTS LIGHTING CONTROL DIAGRAM NO SCALE SCALE: NONE 50KVA ® 1.7% Z I FAULT *TRANSFORMER = 12,255A I FAULT ® METER = 7,896A FAULT CALCULATIONS RE ISIONS I BY T O m O v wM U N T W 000 ZQ w3 J J Q V �a Q 00 Z z U O O ly z Q _---� 0 � Q o i5 ) L ) w w 2 V N O H O M O w a 00 6E w ZOO Q m 0 2 v DATES 6117/2013 SCAB : Z a: BY: STACY SIMPSON 0 w SHEET E4 2 40F Q Z J w U U CO J Q Z w C45 O C6 � 2 w 0 J CIO w w Z 0 2 F, U cf) co Q V ♦ z F Q ( CCw G //a: V' H w Q co of DATES 6117/2013 SCAB : 1/8$1 DRAA N BY: STACY SIMPSON JOB: SHEET E4 2 40F 24 SHEETS