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17-102221 (2)BENCHMARKS: BM #1 AHBL #101 NAIL AND WASHER NORTHING=128534.3420 EASTI NG=1270886.0030 EL.=268.90 BM #2 AHBL #100 NAIL AND WASHER NORTHING=128568,1210 EASTI N G=1270692.6610 EL.=256.46 Know what's below. Call before you dig. 2017 NAUTILUS Kw8 SCHOOL PORTABLE PROJECT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 05, TWN. 21 N., AGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 ST VICINITY MAP NOT TO SCALE OWNER FEDERAL WAY SCHOOL DISTRICT 210 31405 18th AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 CONTACT: TODD KANYER PH: (253) 945-5957 UTILITIES / SERVICES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY (PSE) TELEPHONE: CENTURY LINK VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C2A TESC AND DEMOLITION PLAN C3.0 CIVIL SITE PLAN C4.0 NOTES AND DETAILS C4.1 NOTES AND DETAILS CIVIL ENGINEER AHBL, INC 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 CONTACT: WILLIAM FIERST, P.E. PH: (253) 383-2422 FAX: (253) 383-2572 -�� SITE AREA: 9.99 ac (435014 SF) TYPE OF CONSTRUCTION: 5B TOTAL EXISTING AND PROPOSED 56 SPACES PARKING: TOTAL EXISTING GROSS FLOOR AREA OF ALL FLOORS: 39571 SF TOTAL PROPOSED GROSS FLOOR 1792 SF AREA OF ALL FLOORS: TOTAL EXISTING AND PROPOSED GROSS FLOOR AREA OF ALL FLOORS: 41363 SF NEW PLUS REPLACED IMPERVIOUS SURFACES: 1982 SF SITE ADDRESS 1000 S 289TH ST FEDERAL WAY, WA 98003 PARCEL NUMBER 0521049005 LEGAL DESCRIPTION SCHOOL SITE: THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5 IN TOWNSHIP 21 NORTH OF RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON; BEG AT NW COR GL 2 TH E 661.98 FT TH S 658.70 FT TH N 89-37-01 W 660.61 FT TH N 658.70 FT TO BEG ;RAPHICSCALE FILL SPECIFICATION 5 50 100 FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR � SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, 1" = 50 FEET ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. GENERAL NOTE 1. CONSTRUCTION SURVEY SHALL BE PROVIDED BY THE CONTRACTOR. SITE PLAN APPROVAL Pemit Numka* Approved`By: .i tde- i - Date: Cr - i - 7 _.�..� Cdl nnlCletits: _• fiECEIVED MAY 12 2017 CITY F Ty Dt1/ELO E WAY COO UNPMI=A'T PERMIT NO. XX—XXXXXX—XX—XX TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com wEB Pro iect Title: 2017 NAUTILUS K-8 SCHOOL PORTABLE PROJECT Client: FEDERAL WAY PUBLIC SCHOOLS Job No. 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 TODD KANYER 2160955.10 Issue Set & Date: PERMIT SET MAY 2017 cJ NOTICE ALTERATION OF 7W DOC" SNAIL N VAWATE W PRWES9@MI. SEAL AM % MTI M PI(BUCAIN OF IM OOMWff DOES NOT DEROGATE FROM RESOM ON#ER V RN M W R TNIS DOCUMENT IS FOR USE OKY FOR THE PRUCT Mve it M M mm AND IS NOT TD BE USED FOR REPAIR. REMODEL. OR AODIiN1N TO THAT FRUa OR FOR ANY OM PRQECE A A A A Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked bv: M. FOSTER F. KATONA W. FIERST Sheet No. C1.0 DATE: May 9, 2017 FILENAME: Q:\2016\2160955\10_CIV\CAD\2160955-SH-COVER.dwg DATE 1 of 5 Sheets we c HEAT PUMP TYP. 1 /4" = 1'-011 -� REAR END 4� 1 /4" = 1'-0"- -- MAdf ^ OOCRAICO AMfl LJiTCf -rl IMAi ROOF VENT CALCULATION: 27' 8 1/2" X64'=1773 SQ. FT./300=5.91 SQ. FT. X 144= 851.04 SQ. IN. REQUIRED VENTING PROVIDED: 132 FT. PERFORATED HARD[ SOFFIT @ 5 SQ. INJLF = 660 SQ.IN. 66 FT. ALUMINUM RIDGE VENT @ 21 SQ.INJLF. = 324.00 SQ.IN. TOTAL PROVIDED 945.72 SQ.IN. vrvLJLrN,>-ww tf,V V6-.,V I—I-,Vi„J. VERIFY LOCATION AT SITE BY OTHERS ES 5" PREFINISHED GUTTERS WITH 2" PVC DOWNSPOUT! (SHIPPED LOOSE) 1 X 4 F.J. CEDAR W12 X 2 FLASHING OVER SIDING AND UNDER TRIM vai. i uvv iSY WHITLEY SHIP LOOSE SKIRTING PACKAGE: (SHIP LOOSE) -(16) 4'X 8' X1/2" PAINTED PT CDX PLYWOOD WITH CORNERS -(8) 8" X 16" VENTS FOUNDATION VENT CALCULATION: 2T 8 1/2' X64'=1773 SQ. FT.-1500=1.18 SQ. FT. X 144= 169.92SQ. IN. REQUIRED VENTING PROVIDED: 8 SCREENED FOUNDATION VENTS @ 75 SQ. IN. EA.= 600.00 SQ.IN, TOTAL PROVIDED 600.00 SQ.IN. 1 �-- FR_ONT END 2 '�._ 1 /4" = 1'-01 1._ ni nn i f�f�[+r vrr.irrr-� r�ir�f�r f�/ip FE LINE .EC PANEL STUB VVi. vi-i vw iiv USE COVER TYP. EA. END W f O tl' N r:. Z 6i z � m m d w O °- z s u) w Z F- � w '= (n in C3 I� U VJ �'V1 � o1z W oryl to `r' Q W Jlw U 0 � � W 0 J' m L1` 00 Q cv W 'w Q Lu b z w z o� w F- < O w w3H -� w Q CL a i U)i O J Z m < z C Lu Y Cl w Ln� O J LMr))'Loo zw o(�D rn tD M U' a) W z N � X }} �m� dLdL> z O �+ z WZ o J WJ m _ W I— O Z2 z <L w J W m 0 mi w 0a�F- w z Qa-zZ )w � J g 0 Q Q w LL o LL O W Z j: ZF-ZL�u-wmt- -J�1CO WUO�zi.i Z-z0 z Ow 0 O O 'S m w dwww-OwZ) U' =wWt->2!W,2 < ON <'tz�mcnw00 cnzmW U)d tZ-OUOzww¢� JOB NUMBER: 4343 SHEET No.: A-2.0 DATE: 4-21-17 SCALE: 1/4" = 1'-0" co "5: 0 O N LO N 0. U) O J d REFLECTED CEILING PLAN � 1 /4" = 1 `-0" 0 O z ON 0 0 LL ( 2 C REFLECTED CEILING PLAN LEGEND NOTE: SUSPENDED CEILING GRID (2x4 GRID) W/ ARMSTRONG "CORTEGA" #769A CEILING TILES, INSTALL CEILING PER IBC SECTION 808, ASTM C 635, & ASTM C 636, IN PLACE OF 2" WALL ANGLE, INSTALL 7/8 WALL ANGLE W/ ARMSTRONG BERC CLIPS ON TWO ADJOINING WALLS. RIVET CROSS TEES TO OPPOSITE WALL ANGLES ENSURE SITE INSTALLED CROSS TEES AT MATELINE ARE SECURELY FASTENED SEE NWCB TECHNICAL FIELD DETAIL #401 FOR ADDITIONAL DETAILS AND INFORMATION SUPPLY AIR DIFFUSER, 24"x24" DUCTED, LAY IN STYLE is ' RECESSED (GRID CEILING) LED LIGHT W/ DIFFUSER (OS OCCUPANCY SENSOR, FOR CONTROLLED RECEPTACLE i S I SMOKE DETECTOR BY OTHERS 2X4 SUSPENDED CEILING GRID WITH ACCOUSTIC TILES z .0 a V cl) w w 0 U< z LL W O H a. D 0; N t� z }'m LLj z m 0 } W n. z w :m � cn 'o w ? 9 w I_ cn a) n Icl� U V) �3 2i o' O W °z U) J %- W LJL p �' W m Q'O� u W d- �uj LL XW Q N w z w C) w z 0!2 w i— t— < O w w'E- 0 -CL— 0 0 J Z - z ` 00 w rn w c J Y o w O 7 -� �11-00 U)Z5; pC) Q =�w mu- ■ d z co O � z LJ Z J WJ m of LIJ ~� o ca J Lu 0 w W4 ow-_ - w z a-z=wCEOQ �0< 0 LL-at� d C) = u- z >-�LLJ = Z cn W LLw w O J m LL --wUz-z0 mw 0 O U 0 0 3S m 0 ZwOf0U) Cn� <[aww - ciw Urwwxz�w O Ll W Cr a w z ¢z-jmcnwcf)0 p<C=Ow0�� cnzs�o�wc�i�¢ �00ZZwwq� JOB NUMBER: 4343 SHEET No.: A-3.0 DATE: 4-21-17 SCALE: 1/4" = V-0" LIGHTING FIXTURES GENERAL 1. ALL DIMENSIONS ARE IN INCHES FROM FINISH FLOOR TO CENTER OF BOX UNLESS GENERAL - CIRCUIT NO. 1. ALL DIMENSIONS ARE IN INCHES FROM FINISH FLOOR TO CENTER OF BOX UNLESS NOTED LIGHT FIXTURE ANNOTATION OTHERWISE 2. DEFINITIONS: U.N.O. - UNLESS NOTED OTHERWISE LEo'' LED FIXTURE 2x4 LAY IN TROFFER AFF -ABOVE FINISH FLOOR f i CREE ZR24 40L 35 CMA OR EQUAL 3. ITALICS INDICATE WORK DONE ON SITE l !....._ LED W/ INTEGRAL MOTION AND AMBIENT SENSORS AND WIRELESS COMMUNICATION 120V 44VA ELECTRICAL - 1. BUILDING TO BE WIRED IN MC, EMT, OR FLEX EXTERIOR WALL MOUNT FLUORESCENT ' HARRIS 300 FLUORESCENT W1 PHOTOCELL AND 90 MIN. BATTERY 2. TYPICAL WIRE SIZES: 1 300 OW HB 26PLT HPF 120 TPS, PC, EM 15 AMP - #14 CU 30 AMP - #10 CU BATr 120V 26VA 20 AMP - #12 CU 35 AMP - # 8 CU I 3. SERVICE ENTRANCE - BY OTHERS EXTERIOR WALL MOUNT FLUORESCENT U - PC t..... HARRIS 300 FLUORESCENT W/ PHOTOCELL 4. ALL RECEPTACLES TO BE INSTALLED 18" A.F.F. TO CENTER OF RECEPTACLE, UNLESS a -- ?� '.-.. . \W % 120V 26VA OTHERWISE SPECIFIED. 6 5. GROUND FAULT CIRCUIT PROTECTION REQUIRED FOR ALL RECEPTACLES IN WET AREAS. LIGHTING CONTROLS 6. ALL CONDUCTORS AND CONDUITS SHALL BE SIZED AND INSTALLED TO COMPLY WITH THE 2014 N.E.C. S SMART SWITCH, CREE # CWS-CWC 120V, 7. ELECTRICAL PANEL SUPPLIED BY SQUARE D. WHITLEY RECOMMENDS THAT SQUARE D MAIN MOUNT @ 48"AFF (U.N.O.) PANEL BE USED ON SITE TO ENSURE ALL EQUIPMENT IS COMPATIBLE FOR COORDINATION. BARD W36HA-A10 H-2 8. ALL CONSTRUCTION MEANS AND METHODS HALL COMPLY WITH NEC O S S 2014 WAC 296-46B MAN DISCONNECTING POWER AND COMM DEVICES MEANS INTE RAL TO G 9. ALL INDICATED WIRE SIZES BASED ON 75-DEG EQUIPMENT TERMINAL RATINGS IN UNIT 2 4 ACCORDANCE WITH NEC310-16. WHERE EQUIPMENT IS PROVIDED AT LESS THAN 75-DEGREE, OS OCCUPANCY SENSOR, CEILING MOUNT LOW VOLTAGE W/ POWER PACK CONTRACTOR SHALL PROVIDE CONDUCTOR SIZE ADJUSTED ACCORDINGLY TO REFLECT _.. FOR CONTROLLED RECEPTACLES EQUIPMENT RATINGS. 10. MIN.50% OF RECEPTACLES SHALL BE CONTROLLED VIA OCCUPANCY SENSOR OR TIME CLOCK PER WSEC C405.10, ANY NON CONTROLLED RECEPT MUST BE LOCATED WITHIN 6'-0" OF PP 6 POWER PACK FOR CONTROLLED RECEPTACLES, A CONTROLLED RECEPT. ---- CONTROLLED CIRCUIT NUMBER ADJACENT TO PACK CONTROLLED RECEPT SHALL BE MARKED WITH ENGRAVING BY RECEPT MFR, AS "CONTROLLED" c QUADUPLEX DEDICATED RECEPTACLE, 20A 11. LIGHT FIXTURES SHALL BE EQUIPPED W/ ENHANCED LIGHTING CONTROLS PER WSEC MOUNT AT 18" AFF (U.N.O.) C406.4 90% OF TOTAL INSTALLED LIGHTING POWER SHALL BE CAPABLE OF CONTINUOUS DIMMING AND BE ADDRESSABLE. F D (IVORY 12. TOTAL LIGHTING POWER SHALL BE LESS THAN 75% OF AMOUNT CALCULATED PER TABLES POWER 5 `1} LEVITONI CR020-1PI R CEPS W!C ENGRAVED LABEL INDICATING C405.4.2 (1) OR C405.4.2 (2) TO MEET WSEC C406.3 REDUCED LIGHTING CONTROLLED" W/ SYMBOL, 120V 20A MOUNT AT 18" AFF (U.N.O.) GFCI DUPLEX GFCI WEATHER RESISTANT RECEPTACLE, 20A WP W/ WEATHER PROOF IN -USE COVER, MOUNT AT 18" AFF (U.N.O.) HARDWIRE CONNECTION, Tj THERMOSTAT ` MOUNT AT 48" AFF (U.N.O.) LIGHTING BUDGET CALCULATIONS ...ram ELECTRICAL PANEL MAXIMUM ALLOWED INTERIOR LIGHTING WATTAGE (SPACE BY SPACE METHOD) DATA OUTLET -SINGLE GANG, DEVICE AND WIRING ON SITE BY OTHERS, SPACE TYPE AREA VA/SF VA ALLOWED ROUGH IN ONLY - PROVIDE 4SQ BACK BOX W/ SINGLE GANG MUDRING - PROVIDE 3/4" CONDUIT UP AND DOWN CLASSROOM 1632 1 AO 1632 TOTAL VA ALLOWED 1632 VA ,'7 LOW VOLTAGE ROUGH IN, DEVICE AND WIRING ON SITE BY OTHERS, LIGHT REDUCTION / REDUCED LIGHTING POWER (PER WSEC C406.3.1) REDUCTION - PROVIDE 6X6X4" BACK BOX - PROVIDE 2" CONDUIT UP ABOVE CEILING TOTAL VA ALLOWED x 0.75 = 0.75 x 1688 = 1224 VA ALLOWED PER 18" AFF U.N.O. (SECTION C406 ADDITIONAL EFFICIENCY OPTIONS PROPOSED INTERIOR LIGHTING WATTAGE: FIRE ALARM DEVICES (18) LED TROFFERS AUTO DIMMABLE @ 44.0 VA 792 PAINT ALL FIRE ALARM BOXES SUBSTANTIALLY RED INSIDE AND OUT, ALL SYSTEM DEVICES AND WIRING SHALL BE SUPPLIED AND INSTALLED BY OTHERS ON SITE UNDER LOCAL PERMIT TOTAL PROPOSED INTERIOR LIGHTING VA 792 VA -Hs HORN STROBE ROUGH IN 4S BOX W/ SG MUD RING +82" 1/2" FMC CONDUIT TO ABOVE CEILING AND INTO FLOOR CAVITY PERCENTAGE OF INSTALLED INTERIOR LIGHTING CONFIGURED WITH ENHANCED - WP jHs HORN STROBE ROUGH IN 4S BOX W/ SG MUD RING +82" CONTROL FUNCTIONS WSEC C406.4 1/2" FMC CONDUIT TO ABOVE CEILING AND INTO FLOOR CAVITY -- .... -....... _...... - - -- 100% 118 LIGHTS = 5.56% PER LIGHT, 18 LTS W/ ENHANCED CONTROLS. X 5.56 = 100% i PULL STATION ROUGH IN 4S BOX W/ SG MUD RING +48" 1/2" FMC CONDUIT TO ABOVE CEILING AND INTO FLOOR CAVITY MAXIMUM ALLOWED EXTERIOR TRADABLE LIGHTING WATTAGE: S ' SMOKE DETECTOR ROUGH IN: 40D BOX W/ CADDY BAR, SUPPLIED TRADABLE SURFACE WATTS/LF LF VA ALLOWED " AND INSTALLED BY OTHERS MAIN ENTRY 30 3 90 OTHER ENTRY 20 9 180 BASIC SITE ALLOWANCE ZONE 3 750 TOTAL VA ALLOWED 1020 PROPOSED EXTERIOR LIGHTING WATTAGE: (3) WALL MOUNT FLUORESCENT FIXTURES @26VA 78 TOTAL PROPOSED LIGHTING VA 78 D_ O O NOTE: w WHITLEY SCOPE OF WORK IS LIMITED TO INSTALLATION LLIH i � OF PANEL AND BRANCH CIRCUITS WITHIN MODULAR BUILDING ONLY z_ w FACTORY WILL STUB FEEDER CONDUIT THRU WALL ONLY INSTALLATION OF FEEDER CONDUCTORS AS WELL AS ALL GROUNDING AND BONDING ARE ON SITE BY OTHERS UNDER SEPARATE LOCAL PERMIT. P-1 200 A 120/208 1OKaic I 200A M.B. I 2" RMC OR PVC INTO FLOOR CAVITY (2) # 310 AWG CU HOT BY WHITLEY (1) # 310 AWG CU NEUT. _._.__-_ ..-.. ._._._ - (1) # 4 AING CU GND. SITE BUILT .... ... - CONDUCTORS BY OTHERS N.B.W. 112" RMC OR PVC INTO FLOOR CAVITY ` -- - GROUND CONDUCTOR BY OTHERS NOTES: 1. PANEL SHALL BE SERVICE ENTRANCE RATED 2. GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC TABLE 250.66 3. SERVICE ENTRANCE CONDUCTORS, CONDUIT TO BUILDING P.O.C, TRANSFORMER (IF REQUIRED) INSTALLED BY OTHERS ON SITE UNDER SEPARATE LOCAL PERMIT --...............................'.:`T...... �-.................................-----.... r:,� ......................__... :... "s. E LED _..� .,,�..... !l LED" '% `� /-1 --- LED ''' U 511 5 6 - � E � t � E � LE6 , j '� LED" [ LED rE 6E a� H�S 6 U � WP NOTE: LIGHTING CONTROLS TO BE PROGRAMMED W/ CREE CCT-CWC-1 CONFIGURING TOOL 120V LINE NEUT ! 1 ADDRESSABLE [ADDRESSABLE FIXTURE I FIXTURE NEUTRAL 120V LINE 7 LED '"�,- n�\ ____..._ ( _...- ED LED "�>-....,....... r � � i� L % � I PP OS \� \ i 5� 7 5 Ej w_„a;,,,..."..... ...___.......i _. .._.cam........._-.....- � ' _ R� J (� a ( U . LEiJ�" jx I LED" �� LED ' /' - [ o' �7: a CONTROLLED RECEPTACLES ARE SPLIT WIRED IL_..._..........................._........ I l POWER PACK (BZ200) ISSELF CONTAINED z ' OCCUPANCY/ VACANCY SENSOR i OCCUPANCY SENSOR AND DAYLIGHT SENSOR IN EA FIXTURE > SMART SWITCH t Branch Panel: P-1 Location: CLASSROOM 101 Supply From: Mounting: Recessed Enclosure: NEMA 1 Notes: Volts: 120/208 single Phases: 1 Wires: 3 7 LL 7 - - ) ELEC.PANEL I- Z o� Q r 1,3 BARD H1 W36HA-A10 DISCONNECTING MEANS INTEGRAL TO UNIT - B r F_ 5 Z N o0 0 r� H HORN STROBE @ 82" A.F.F. 1/2"0 CONDUIT FIRE ALARM PULL BOX @ 48" A.F.F. BACK BOXES BY WHITLEY, EQUIPMENT BY SCHOOL DIST. CONDUIT W/O WIRE BY WHITLEY, PAINT ALL FIRE ALARM ROUGH IN BOXES SUBSTANTIALLY RED INSIDE AND OUT ALARM ROUGH -IN DETAIL A.I.C. Rating: 10000 Mains Type: FIXED Mains Rating: 200 A MCB Rating: 200 A CKT Circuit Description Trip Poles A B Poles Trip Circuit Description 90 A HEAT PUMP H-2 - - CKT 2 4 1 HEAT PUMP H-1 90 A 2 7640 VA - 7640 VA - - 2 3 - ........_....... _ _ _._. 5 LIGHTING: INT. EXT. - - 20 A - 1 k,.. 7640 VA 7640 VA - 1 20 A RECEPTACLES 20 A DIED RECEPTACLES 6 8 _._.... 10 7 'RECEPTACLES _ E 20 A 1 OVA 1920 1 9 I -- 13 14 15 16 17 18 19 -- - 20 21 mm 22 23 ......__ . -.._ 24 25 26 27 28 29 _ _ 30 Total Load:: 17586 VA 18640 VA Total Amps: 169 A 178 A Legend: .................................. _ _ ... - --- -- --...._............................._............_........................._._........................._......_......._............._-.._.._.__-._..._......_---..._......_..._._.__... Load Cfassfication Lad Demand Factor Estima#ed Demand ._......................__ Connected o............................_..._.........................I..........._ d Panel Totals Heating 20000 VA 100.00% 20000 VA ....... - _ ..... .. .... _._------. o.... - _ ........_ Lighting 870 VA 125.00 !0 1088 VA Total Conn. Load: 36230 VA Receptacle 4800 VA 100.00% 4800 VA Total Est. Demand: 37522 VA Largest Motor 4296 VA 125.00% 5370 VA Total Conn.; 174 A Remaining Motors 6264 VA 100.0 % 6264 VA Total Est. Demand; 180 A Notes: h.w r 'I- 4 Q N Q 4 w W G O F_ _ V ) N � U� Imo- z M Q m ii z w O f� Z w W � o Cl) W 2 O W � 1- u) Z ) a �-- � 3 J C) UI 0 J�� W � L.L OF- LLJ � � W I..L. � <C N W InI Z CK z 0 w ¢ O W LU h- O Olw o w z m ¢ z o a, w �F- a � rnti= Y o w O � O > CD co �;� (Dc� < rm2E ww ■ 6 Z O �+ z WZ o Wm Uj H o z W W 0 w U 0W�- w z �aa-z=w0OQ �¢z wu o 0n O=ZWP-w QwZ3: wml=� I- ZQ w- 0000Fn�a-w ¢WwX-c.iW OZWw�zWw w w w a w z o' ¢zwmww(f)0 p¢=�w(��I- cnzsl~-awU)i¢ t- O wO z w w Q D JOB NUMBER: 4343 SHEET No.: E-1.0 DATE: 4-21-17 SCALE: As indicated 00 6i Q h 0 CV n N a 0 w a- NOTES: 1. MECHANICAL SYSTEMS AND EQUIPMENT SERVING HEATING, COOLING, VENTILATING, AND OTHER NEEDS SHALL COMPLY WITH SECTION WSEC NREC C403.2 (REFERRED TO AS THE MANDATORY PROVISIONS) 2. EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.2.3(3) 3. PACKAGED ELECTRIC EQUIPMENT PROVIDING BOTH HEATING AND COOLING WITH A TOTAL COOLING CAPACITY GREATER THAN 6,000 BTU/H SHALL BE A HEAT PUMP. C403.2.3.3 4. THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH ZONE SHALL BE CONTROLLED BY INDIVIDUAL THERMOSTATIC CONTROLS CAPABLE OF RESPONDING TO TEMPERATURE WITHIN THE ZONE. AT A MINIMUM, EACH FLOOR OF A BUILDING SHALL BE CONSIDERED AS A SEPARATE ZONE. CONTROLS ON SYSTEMS REQUIRED TO HAVE ECONOMIZERS AND SERVING SINGLE ZONES SHALL HAVE MULTIPLE COOLING STAGE CAPABILITY AND ACTIVATE THE ECONOMIZER WHEN APPROPRIATE AS THE FIRST STAGE OF COOLING. C403.2.4.1 5. UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE MICROPROCESSOR CONTROLS THAT MINIMIZE SUPPLEMENTAL HEAT USAGE DURING START-UP, SET-UP, AND DEFROST CONDITIONS. THESE CONTROLS SHALL ANTICIPATE NEED FOR HEAT AND USE COMPRESSION HEATING AS THE FIRST STAGE OF HEAT. CONTROLS SHALL INDICATE WHEN SUPPLEMENTAL HEATING IS BEING USED THROUGH VISUAL MEANS (E.G., LED INDICATORS). HEAT PUMPS EQUIPPED WITH SUPPLEMENTARY HEATERS SHALL BE INSTALLED WITH CONTROLS THAT PREVENT SUPPLEMENTAL HEATER OPERATION ABOVE 40*F. C403.2.4.1.1 6. SETPOINT OVERLAP RESTRICTION. WHERE USED TO CONTROL BOTH HEATING AND COOLING, ZONE THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5-F (2.8°C) WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. C403.2.4.1.2 7. FOR ALL OCCUPANCIES OTHER THAN GROUP R, EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL SYSTEM. C403.2.4.2 8. THERMOSTATIC SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F (13°C) OR UP TO 85°F (29°C). C403.2.4.2.1 9. AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND RETAINING THEIR PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWS TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS; A MANUALLY OPERATED TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS; OR AN OCCUPANCY SENSOR. C403.2.4.2.2 10. AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM. THE CONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY. C403.2.4.2.3 11. BOTH OUTDOOR AIR SUPPLY AND EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE OR DURING BUILDING WARM-UP, COOLDOWN, AND SETBACK. C403.2.4.3 12. VENTILATION, EITHER NATURAL OR MECHANICAL, SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 4 OF THE INTERNATIONAL MECHANICAL CODE. WHERE MECHANICAL VENTILATION IS PROVIDED, THE SYSTEM SHALL PROVIDE THE CAPABILITY TO REDUCE THE OUTDOOR AIR SUPPLY TO THE MINIMUM REQUIRED BY CHAPTER 4 OF THE INTERNATIONAL MECHANICAL CODE. C403.2.6 13. CLASSROOMS, GYMS, AUDITORIUMS AND CONFERENCE ROOMS LARGER THAN 500 SQUARE FEET OF FLOOR AREA SHALL HAVE OCCUPANCY SENSOR CONTROL THAT WILL EITHER CLOSE OUTSIDE AIR DAMPERS OR TURN OFF SERVING EQUIPMENT WHEN THE SPACE IS UNOCCUPIED EXCEPT WHERE EQUIPPED WITH ANOTHER MEANS TO AUTOMATICALLY REDUCE OUTSIDE AIR INTAKE BELOW DESIGN RATES WHEN SPACES ARE PARTIALLY OCCUPIED. C403.2.6.3 14. DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. C403.2.8.3 15. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT A STATIC PRESSURE LESS THAN OR EQUAL TO 2 INCHES WATER GAUGE (W.G.) (500 PA) SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS EMBEDDED -FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRESSURE CLASSIFICATIONS SPECIFIC TO THE DUCT SYSTEM SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. C403.2.8.3.1 - _ _------- -- - ---------- -A, I ZONE FLOOR AREA= 886 VbZ P P + P AZ Pz ZONE POPULATION= 35 (846 11000 X 35 = 29.61) R PEOPLE OUTDOOR AIR RATE= 10 R AREA OUTDOOR AIR RATE= 0.12 CLASSROOM 101, 102 OUTDOOR AIRFLOW RATE (PER IMC 403.3.1.1.1.1) AREA Rp Pz R a Az OUTDOOR AIR CFM REQ. =(PEOPLE RATE * ZONE POPULATION) + (AIRFLOW RATEAREA) (10-31.01) + Al2*886) (310.1) + (106,32) 310.1 + 106.32 = 416.42 CFM REQUIRED HEAT PUMP FAN 1300 CFM 1300 / 100 = 13.0 OUTSIDE AIR REQUIREMENT 397.62 CFM 416.42 / 13.0 = 37.86% OUTSIDE AIR DAMPER MINIMUM OPEN POSITION 38% SET JADE CONTROLLER MIN. POS. VARIABLE TO: 5.OV 30"X16"X16" FLEXIBLE ISOLATION SLEEVE TYP Mechanical Equipment Schedule Mark Description Manufacturer Model Cooling BTUH EER I Heating BTUH _COP_ _ CFM_ Comments H-1 WALL MOUNT HEAT PUMP BARD W36HA-A10 34600 10.0 32000 3.0 1300@0.2 ESP H-2 WALL MOUNT HEAT PUMP ............ ........................................................... ......... ._......_._.....--- H-3 PROGRAMMABLE THERMOSTAT BARD _._ DECO W36HA-A10 34600 ........... --_.._..__�_ ..___ _._. T4932SCH-001 1 .0 32000 0 __.._....__.._.... -- ......._..-._..-------- 3.0 1 ESP 300@0 2 S ; --.........___......___... __._......_ _ -----....._.....___.....-__..__..-........ ----- _ ....._.... 30"X16"X16" 16"X24" RETURN AIR GRILLE LAY -IN TYP 2 F_ z O o �N/ o L.L LL J• �z W E 0 j 1 U) CL U ti 'z ili j w a Z w im o w ? w im w U in a & IU C/) 7>- 7 0� '-'j °' z UQ Cn Cf3 _j Z r) c0. TQ W �U x' Wec Q N!G w U ¢ m ui z z a oi� � �- i O w w tZ- O O'w u a a� O o U J Z m z00 > rn W Lt> J a rn S Y W Ln rn Of co co c^m2 MLLi V z Z z WZ o W� m H Uj -� o 0 z OC `� w J W 0 > 2 w W4 oww z Q�zLLJ 20QJ -r Wtt Q oa0E=zw�cn LLwz s} -D= z Z0��t- -�-wUZ-ZO 000�QF�d0 ZWa0m cn::) ¢awa-ow Urwwxzao �LuwwCLwz� dZ-'mcnWOO pQ=OW0C.')MF=- cnz�r�-awcco< t=-00zww¢D JOB NUMBER: 4343 SHEET No.: M-1.0 DATE: 4-21-17 SCALE: 1 /4" = V-0" 2X4 I; 2X4 SUB FP 1 X6 FASCIP RS CEDAR 5" PREFINISI WITH (4) 2" F VENTED Hf 1 X 2 RS CEI �T \ ATTIC DETAIL AT MATELINE ? 1 tt = 1'-Ott ROOF TO WALL DETAIL 16 d NAIL (3) PER BAY 5/8" Z FLASHING (SEE PROFILE) WOOD STRIP TO SUPPORT FLASHING FOR SIDING INSTALL PONYWALL FOUNDATION BY OTHERS FLOOR TO WALL DETAIL 4' "_ " 1 it -Off KEEP INSULATION HELD IN SUBSTANTIAL CONTACT WI' SHEATHING B J FLOOR MATELINE DETAIL of = 1 t tt 'JMINUM RIDGE DOSE) 1 1/2" X 24" LVL 2 X 6 LEDGER 1/2" X5" TAP BOLT W/ WASHERS @ 4' O.C. 1/2" SHIM (MOD 1002) AT BOLT LOCATIONS OR SIDS 1/4" X 3 1/2" 2 X 4 BRACE AT CENTER COLUMN AND 8' O.C. W/ STRAP 2 X 10 W 5" X 1 1/2" NOTCH EA. RAFTER BAY 1" MIN AIR SPACE GAP 2X12 RAFTERS @ 24" O.C. 2X8 @ 16" O.C. 3/4" STURD-I-FLOOR OSB R-15 TWO LAYERS UNFACED FIBERGLASS BATT CLASS "A" WOVEN POLY FABRIC UNDERCLOSURE 1.5"X 7.25" LVL INNER RIM AND 2X8 HF2 OUTER AT LONGWALLS ONLY, DOUBLE 2X8 HF2 AT ENDS BASE LEG �1 ROOF/ CEILING ASSY: - PABCO PREMIER ARCHITECTURAL SHINGLES OVER (2) LAYERS OF #15 FELT- HIGH WIND APPLICATION ICE AND WATER SHIELD FOR 2'-0" FROM INSIDE WALL LINE AT EACH SAVE TOWARD RIDGE - 7/16" OSB SHEATHING \' - 2"X12" RAFTERS @ 24" O.C. NOTE: INSTALL HANGERS OVER DOOR AND WINDOW LOCATIONS - R-38C UNFACED BATT i - 2' X 4' SUSPENDED CEILING WITH CORTEGA 769A TILE - SUSPENDED CEILINGS SHALL BE INSTALLED PER 2015 IBC SECTION 803.9.1.1 & IBC 2506.2.1, ASTM C635, C636 & ASCE 7 SECTION 13.5.6 i INSTALL 2" WALL ANGLE (ALTERNATE USE ARMSTRONG 7/8" WALL ANGLE & SEISMIC Rx SUSPENSION SYSTEM (ICC-ESR-1308) - RIDGEBEAM 1-1/2"X 24" MICROLLAM 2 EXTERIOR WALL ASSY: -1/2" CALCUTTA TAN TACKBOARD -RELIEF CUT ABOVE/ BELOW WINDOWS AND DOORS - 5/8" TYPE-X GWB - 1/2" CONTINUOUS R-3 POLYISOCYAN U RATE - 2X6 HF STUD @ 16" O.G. - R21 FIBERGLASS BATTS - GRIP RITE E HOUSEWRAP - 5/8" DURATEMP T1-11 WITH SHALLOW GROOVES 4' X 9' PANELS 8" O.C. NO HORIZONTAL BREAKS IN SIDING EXCEPT AT ENDWALLS. INTERIOR CENTER WALL ASSY: 1/2" CALCUTTA TAN TACKBOARD - TYPE-X 5/8" GWB - 3-1/2" ACOUSTIC BATT INSULATION - 2X4 HF STD @ 16" O.C. - TYPE-X 5/8" GWB - 1/2" CALCUTTA TAN TACKBOARD PLENUM WALLS: STANDARD FOR SOUND REDUCTION TO NC 35; INSULATE STUD WALL W/ 3-1/2" ACOUSTIC BATT AND LINE SHAFT W/ 5/8" GYPSUM WALL BOARD TO CEILING HEIGHT INSTALL SOUND RESISTANCE COFFIN IN PLENUM WALL ASSY. 1� FLOOR ASSY: - COVERING AND BASE BY OTHERS - 3/4" STURDI-FLOOR T&G OSB: GLUED AND NAILED - 2X8 HF #2 @ 16" O.C. WITH JOIST HANGERS AT EVERY JOIST - 1.2" X 7.25" LVL RIM JOISTS - DOUBLE RIM AT PERIMETER (LVL TO INSIDE AT LONGWALLS) - CLASS "A" WOVEN POLYETHYLENE FABRIC - TIE DOWN STRAPS INSTALLED IN FACTORY - FOUNDATION BY OTHERS N v I M TO BE USED AT BASE OF SIDING PANELS 5/8" -> nl AND HORIZONTAL SEAMS AT GABLE ENDS .. HOLD BASE OF SIDING UP 1/4" ABOVE BASE LEG Z FLASHING 3" = 1'-0" FLOOR SHEATHING SHALL EXTEND 1/2" PAST RIM MOD 1002 ONLY (FLUSH WITH SHIM) 1/2" CONTINUOUS SPACER ATTACHED TO MOD 1002 1/2" X 5" LONG TAP BOLT @ 48" O.C. �4 8 COLUMN DETAIL 3/4" = 1'-0" TRANSVERSE SECTION 1/2" - 1 -0ff 3/16" IN CUT SUB FLOOR AROUND POST BASE _EL COLUMN CAP ) COLUMN VN OLUMN i8 SECTION E1 3/4" = 1'-01, 12 2 I :z O TOP_ OF MOD a ZE 11' - 4 1/16"j w'W �'.0 O I U T/Plate \ W 73 N t� z w !z 5: cY) `J z a. ui uj O 0 T/Floor 1At ott B/Mod 1 ___ _811 _ AIR BARRIER SYSTEM ROOF: GRIP RITE E BUILDING WRAP AT UNDER SIDE OF RAFTERS, (EXTEND MEMBRANE 6" BEYOND OUTER EDGE OF ROOF RAFTERS TO ALLOW SEALING TO MEMBRANE ON EXTERIOR OF WALLS, LAP JOINTS TO MAINTAIN WATER BARRIER AT EXTERIOR, USE APPROVED SEAM TAPE) (PROVIDE FLAP OF MEMBRANE AT BUILDING MATE LINE TO ALLOW FOR SITE SEALING ACROSS MATE LINE) WALLS: GRIP RITE E BUILDING WRAP AT EXTERIOR FACE OF WALL, SEAL TO WINDOW, DOOR, AND EXTERIOR PENETRATIONS PER MANUFACTURES INSTRUCTIONS. EXTEND BUILDING WRAP AROUND CORNERS AND SEAL WITH SEAM TAPE. FLOOR: TONGUE AND GROOVE 3/4" STURD-I-FLOOR OSB AT TOP SIDE OF FLOOR JOISTS (APPLY CAULKING OR SILL SEAL AT UNDERSIDE OF EXTERIOR WALL SILL PLATES) NOTE: SHIP LOOSE SEAM TAPE, AND SEALING MATERIALS FOR SITE CREW TO PROPERLY SEAL AIR BARRIER AT BUILDING MATELINES. - APPLY SEAM TAPE TO FACE OF BUILDING WRAP AT VERTICAL MATE LINES AT BUILDING ENDS - SEAL AND GASKET MATE LINE GAP AT FLOOR RIM JOISTS. - SEAL UNDERSIDE OF CEILING AT MATELINE ' "�NT OPENING PLATE 'X 1" DIA. SLOTTED HOLE U (TYP 4) FASTEN LVL TO rE WITH (4) 1/2" CARRIAGE TS (4) SIDS 1/4" X 3" 3/4" SUBFLOOR, ',UT AROUND COLUMN 3„ 3/16 \\ TYP. 3"X4"X3/16"HSSTUBE e� Gam____ -M---- (4) 5/16" DIA. HOLE THRU v 5/8. a G - L 1 1 /4 1/2" STEEL PLATE , STEEL BASE PLATE _.._.__._._..___._...... 1 1/2" = 1'-0" Q w °z W. o_ � v. U �3W _j z)V m (')! r fz '� 0 _ v+ G 0 _w ry XIS N m z 2i u j ui Li z 0' :E w F- 0O w w F- co 0 0O>W q x iz 0- 0- i v0 O 0 0 z Co r; M z � } a, w J 0— rn�= Yow tn,::6 O --Jj CLOOL00 :2Z> �'o> f M M q X m co :E a u- � 6 Z CO ■% Z WZJ J ry W W 00 r) q z w Ea W 0 O W a�cni=- w z a�zqU-10ry 2j0 d O- w �cr- = u'j - d C.) �- _ pWZi: n z�=Zqu-GiEi 0�5, �- w 0 Z- Z O zwo'O Wq iw 0mww zW ¢Z_jmcnwC00 tz p Q S O w 0 H CnzCr cr- 00-W U)<C t=-SOZWWdD JOB NUMBER: 4343 SHEET No.: s-1-o DATE: 4-21-17 i SCALE: As indicated mI FASTENING SCHEDULE (a) ( NOTE: TABLE PROVIDED FOR COMMONLY USED CONNECTIONS, FOR COMPLETE TABLE REFER TO IBC-2015. CONNECTIONS CALLED OUT IN PLAN DETAILS, SUPERCEDED THOSE LISTED HERE CONNECTION DESCRIPTION OTY & TYPE OF FASTENER SPACING & LOCATION 2. CEILING JOIST TO TOP PLATE 3-8d (2 1/2"xO.131") EA. JOIST, TOENAIL 3. CEILING JOIST NOT ATTACHED TO 3-16d (3 1/2"xO, 162") FACE NAIL PARALLEL RAFTER, LAPS OVER PARTITION 4. CEILING JOIST ATTACHED TO PER TABLE 2308.7.3.1 FACE NAIL 6. RAFTER OR TRUSS TO TOP PLATE 3-10d (3"4.148") TOENAIL (b) 8. STUD TO STUD 16d (3 1/2NO.162") 24"o.c. FACE NAIL (NOT AT BRACED WALL PANEL) 9. STUD TO STUD AT WALL CORNERS 16d (3 1/2NO.162") 16"o.c. FACE NAIL & BRACED WALL PANELS 10. BUILT UP HEADER (2x TO 2x) 16d (3 1/2"xO.162") 16"o.c. EA EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d (2 1/2"xO.131 ") TOENAIL 12. TOP PLATE TO TOP PLATE 16d (3 1/2NO, 162") 16"o.c. FACE NAIL 13. TOP PLATE TO TOP PLATE @ ENDS 8-16d (31/2"xO.162") EA. SIDE OF END JOINT, FACE NAIL (24" MIN LAP) 14. BOTTOM PLATE TO JOIST, RIM JOIST 16d (31/2"0.162") 12"o.c. FACE NAIL OR BLOCKING (NOT BRACED PANELS) 15. BOTTOM PLATE TO JOIST, RIM JOIST 2-16d (3 1/2NO.162") 16"o.c. FACE NAIL AT BRACED WALL PANELS 17. TOP/BOTTOM PLATE TO STUD 2-16d (31/2"0.162") END NAIL 18. TOP PLATES, LAPS @ CORNERS & INT. 2-16d (31/2"xO.162") FACE NAIL 22. JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d (2 1/70.131") TOENAIL 28. LEDGER STRIP SUPPORTING JOISTS 3-16d (3 1/2"xO.162") EA. JOIST OR RAFTER, FACE NAIL BUILDING ELEMENT CITY & TYPE OF FASTENER EDGE INTERMEDIATE SUB -FLOOR, ROOF & WALL SHEATHING TO FRAMING - 1/2" & LESS (SUBFLOOR/WALL) 6d COMMON OR 6" 12" DEFORMED (2"xO.113") 1 3/4"-16ga W/ 7/16" CROWN 4" 8" - 1/2" & LESS (ROOF) 8d BOX OR DEFORMED 6" 12" (2 1 /2"xO.113") 1 3/4"-16ga W/ 7116" CROWN 4" 8" - 19132" TO 3/4" 8d COMMON (2 1/2"0.131") 6" 12" 6d DEFORMED (2NOA 13") - 7/8" TO 1 1/4" 10d COMMON (3"0.148") 6" 12" 8d DEFORMED (2 1/2"0.131") PANEL SIDING -1/2" & LESS 6d CORROSION RES. SIDING 6" 12" (1 7/8"x0.106") - 5/8" 8d CORROSION RES SIDING 6" 12" (2 3/8"xO.128") PANELING 4d CASING (1 1/2"xO.080") OR 6" 12" FINISH (1 1/2"4.072") MISC. ALUMINUM DRIP RAIL, OR DRIP EDGE #60/4" HEX HEAD SCREWS @ 4 1/2"o.c. STEEL GALVANIZED ROOFING PER MANUFACTURES INSTRUCTIONS MEMBRANE ROOFING PER MANUFACTURES INSTRUCTIONS a. EXERPTS FROM I.B.C. TABLE 2304.10.1 (NOTE: NOT ALL ITEMS AND FASTENERS ARE USED ON ALL JOBS.) REFER TO FULL TABLE FOR MORE OPTIONS b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITHTHIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTERS SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. NOTES: GENERAL: 1. ALL NEW FACILITIES SHALL BE BUILT IN ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS FOR BARRIER FREE ACCESS (WAC-51-50-1100). 2. ALL STAIRS, RAMPS, LANDINGS, AND HANDRAILS TO BE SUPPLIED AND INSTALLED ON SITE BY OTHERS, UNDER SEPARATE LOCAL PERMIT (UNLESS NOTED OTHERWISE) 3. ACCESSABLE RESTROOM FACILITIES SHALL BE PROVIDED IN ADJACENT BUILDING BUILDING ENVELOPE: 1. CODE REFERENCES BELOW REFER TO THE WASHINGTON STATE ENERGY CODE (WSEC) 2015 EDITION. 2. INSULATION SHALL BE PROVIDED WITH A R-VALUE IDENTIFICATION MARK FROM THE MANUFACTURER (WSEC C303.1.1 3. FENESTRATION PRODUCTS TO BE SUPPLIED WITH A LABEL WITH RATED U-FACTOR, SHGC, VT AND LEAKAGE RATINGS (WSEC C303.1.3) 4. ALL INSULATION MATERIALS SHALL BE INSTALLED PER MANUFACTURES INSTRUCTIONS TO MAINTAIN PROPER DENSITIES, MAINTAIN CLEARANCES, AND OBTAIN FULL R-VALUE. (WSEC C303.2) 5. ROOF/CEILING INSULATION SHALL BE INSTALLED W/ MIN 1" CLEAR AIR SPACE TO ROOFING MEMBERS ABOVE. WHEN EAVE VENTING IS REQUIRED INSTALL BAFFLES TO DEFLECT AIR OVER SURFACE OF INSULATION. (IBC 1203.2) 6. EXTERIOR WALL CAVITIES SHALL BE FULLY INSULATED TO THE LEVELS OF THE SURROUNDING WALLS. 7. FLOOR INSULATION SHALL BE INSTALLED IN A PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH THE SURFACE BEING INSULATED. SUPPORTS SHALL BE SPACED AT NOT MORE THAN 24"O.C. INSULATION SHALL NOT BLOCK CRAWL SPACE VENTS. 8. DOOR AND GLAZING U-FACTOR, SHGC & VT SHALL BE OBTAINED FROM NFRC LABEL, PRODUCTS LACKING THIS LABEL SHALL BE ASSIGNED A DEFAULT VALUE FROM WSEC TABLES IN CHAPTER 3 (WSEC C303.1.3) 9. VAPOR RETARDER (CLASS I OR II) REQUIRED AT INTERIOR SIDE OF FRAME WALLS IN ZONES 5,6,7,8 AND MARINE 4. (IBC 1405.3.1) 10. WSEC C402.5.1 A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THE BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANY COMBINATION THEREOF. THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND 402.5.1.2 STRUCTURAL: 1. WINDOWS AND DOORS SHALL HAVE A MIN OF (2) STUDS AT EACH SIDE (1 KING STUD AND ONE TRIMMER) 2. ALL NAILING AND FASTENING NOT CALLED OUT ON PLANS AND DETAILS SHALL BE PER IBC 2304.10.1 NAILING SCHEDULE (LOCATED ON THIS SHEET) ABREVIATIONS N.B.W. NOT PROVIDED OR INSTALLED BY WHITLEY (PROVIDED AND INSTALLED BY OTHERS ON SITE) OFCI OWNER FURNISHED, CONTRACTOR INSTALLED (PROVIDED BY OWNER AND INSTALLED ON SITE BY OTHERS) OFWI OWNER FURNISHED, WHITLEY INSTALLED (PROVIDED BY OWNER AND INSTALLED IN FACTORY BY WHITLEY) N.L.E.A. NOTICE TO LOCAL ENFORCEMENT AGENCY (ITEMS THAT ARE INSTALLED OR COMPLTETED ON SITE, TO BE INSTPECTED BY LOCAL BUILDING OFFICIAL). NOTE: TEXT IN ITALICS REFERS TO WORK OR ITEMS TO BE INSTALLED ON SITE, OR OTHERWISE NOT IN THE FACTORY SCOPE OF WORK FEDERAL WAY SCHOOL DISTRICT 28'X64'MODULAR CLASSROOM CODE ANALYSIS THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS OF WAC-51-50 (IBC 2015) O INTERNATIONAL BUILDING CODE AS AMENDED FOR WASHINGTON STATE GOLD LABEL a INSIGNIAS. v BUILDING TYPE: VB DESIGN LOADS w W OCCUPANCY GROUP: E ROOF LIVE: 30 sf 1 BUILDING USE: CLASSROOM PONDING: N/A BUILDING AREA: 1773 SQ. FT. I UY FLOOR LIVE: 1 V NUMBER OF OCCUPANTS (IBC TABLE 1004.1.1) CLASSROOM: 40psf (AREA / FLOOR AREA PER PERSON) N/A: N/A r Z CLASSROOM (NET): 1630 / 20 82 N/A: NIA N/A: - / -- - N/A: N/A - N/A: I - - CONCENTRATED 30"SQ.: 1,000psf NIA: -- I - W TOTAL OCCUPANTS: 82 WIND LOAD: 120 cc EXPOSURE: B G O ENERGY CODE: 2015 WSEC SEISMIC DESIGN REQUIREMENTS: COMPLIANCE METHOD: COMPONENT DESIGN CATAGORY: D CI) 0- PERFORMANCE DESIGN Sds: 0.876 ©' CLIMATE ZONE: 4C DESIGN Ss: 1.314 U GLAZING PERCENTAGE: t`= z GLAZING AREA i GROSS WALL AREA: ui j z co o y 96 / 1514 = 6.3% m p z w ;m NOTES:ui 1. REFER TO PLAN AND SECTIONS FOR INSTALLED INSULATION VALUES cr z o W W 0 > Y :CC) SHEET INDEX SHEET NO. _._ _ A-0.0 SHEET NAME COVER SHEET A-1.0 FLOOR PLAN A-2.0 IEXTERIOR ELEVATIONS A-3.0 'REFLECTED CEILING E-1.0 :ELECTRICAL PLAN M-1.0 (MECHANICAL PLAN S-1.0 :BUILDING SECTION U 2i of W � r� v) Ui U) Gtl u) • U iW U ry' W W a Ci rr��0 VJ G; W W �> Xo <C 00 N: U w z w � Lij L w O o F- � d w W t- co U Q O:w aw �U) O U z m zo a, w -9 d rn r- w�� Lo o nCcn >> 6) z J (.0 M Q =m co 2i n.w� V z o 0+ z o J WZ JofW m m W o Z2 m 0 z w I.L Q 0 W m 2i w WM4a 0Wcni=- w z c ¢a-z�Wo0Q �O¢w� � -_ w p Owi�cn wWZ?;: 3_=,_ zzoo Jmf- �-w0zF-ZO z��OO�0-cn ¢wo' -U Ww Z=wwwZON z ��WWaWz� aQ=owcof.ow -r cnz i~0-wcn¢ mo-ozww¢z JOB NUMBER: 4343 SHEET No.: A-0.0 DATE: 4-21-17 SCALE: 1/4" = l'-0" C 0 0 0 coo � v r� 1 1�, FLOOR PLAN 1/411 = 1'-0" SPECIALTY EQUIPMENT SCHEDULE MARK COUNT DESCRIPTION S-1 2 8' X 4' LCS DELUXE WITH TRAY AND MAP RAIL S-2 4 4 X 4 LCS DELUXE WITH TRAY AND MAP RAIL 64' - 0" v l N M M N 64' 0" ROOM FINISH SCHEDULE MARK ROOM NAME AREA NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING FLOOR MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL f HGT. FINISH BASE 100 CLASSROOM 816 SF GWB VCTB ;GWB :VCTB GWB VCTB GWB VCTB ACT ; 8' - 0" BO BO 101 CLASSROOM 816 SF GWB VCTB ___.. GWB VCTB GWB VCTB GWB _ VCTB ACT 8' - 0" BO BO DOOR SCHEDULE ROOM FINISH SCHEDULE LEGEND: GWB- GYPSUM WALL BOARD TYPE-X VCTB- VINYLWRAP TACKBOARD "CALCUTTA TAN" ACT- ACOUSTIC CEILING TILES BO- BY OTHERS DOOR FRAME HARDWARE ROUGH OPENING ENVELOPE MARK DOOR DESCRIPTION WD HGT:THK.1 MATERIAL FINISH TYPE FINISH SET LATCH WD HGT DOOR U-VALUE 100 HINGED SINGLE - FLUSH 3' - 0" 6' - 8" 1 3/4" 118 GA INS. METAL ; PAINT 16 GA KD HM FRAME ! PAINT 1 PANIC 3' -1 3/4" 6` - 9 1/4" 0.37 DEFAULT 100A HINGED SINGLE -FLUSH 3' - 0" 6' - 8' 1 314" 18 GA INS. METAL PAINT 16 GA KID HM FRAME PAINT 2 I PANIC 3' - 1 3/4" 6' - 9 1/4" 0.37 DEFAULT 101 HINGED SINGLE -FLUSH 3' - 0" 6--8- 1 3/4" jl8 GA INS. METAL PAINT 116 GA KIDHM FRAME PAINT 1 PANIC 3' - 1 3!4" 6` - 9 1/4" 0.37 DEFAULT 101A HINGED SINGLE -FLUSH 3' - 0" 6' - 8" 1 3/4" 18 GA INS. METAL PAINT 16 GA KD HM FRAME PAINT 2 PANIC IT - 1 314" 6` - 9 1J4" 10.37 DEFAULT 12" OVERHANG TYP. TYPE (1): EXTERIOR LATCH: VON DUPRIN 99LX996LX626 CORE: BEST SFIC ICCA2XGREEN CLOSER: LCN 4040XP RW/PA 689 HINGES: MFR STD SS-BB-NRP W' STRAP: MFR STD T' HOLD: MFR STD SWEEP: MFR STD TYPE (2): EXTERIOR LATCH: VON DUPRIN 99NL99ONL626 CORE: N/A CLOSER: LCN 4040XP RW/PA 689 HINGES: MFR STD SS-BB-NRP W' STRAP: MFR STD T' HOLD: MFR STD SWEEP: MFR STD f O u WINDOW SCHEDULE -- --- MARK QTY. DESCRIPTION SIZE MFR. MODEL WD. SIZE __ SILL HEAD HGT. HEIGHT _ ; 2'- 10" �6' - 10" ROUGH OPENING WD. 48" ROUGH OPENING HGT. U VALUE SHGC 48" 0.29 NFRC <0.40 NFRC _..... _ COMMENTS _ _ . _ ......... . _ __ __...... TEMPERED/ ARGON/ LOW e W/ SCREEN AND 1" ASCOT HORIZ. MINI BLINDS, iALP. OAK LINER AND 2 1/4" CASING . _..__. WINDOW ;Total AREA Area 16 SF 96 SF HGT. A 6 WINDOW, HORIZONTAL TEMPERED WHITE VINYL SLIDER ATRIUM 6000 4' - 0" 4--0- z w � 1 O _.L.... v1 n 1 ! p W (� z m Z IW m d CLLIJ cn Z 0 .x 10 0 v 01 w r! t� ��C//'� j VJ Vil J' � U �Z J Q m O 5 w V (.010 0� X00 � <C N. LL 2 d � CU < w Lij z 0.R Lt1 <[ O !Z W W i F- O O>w D Off CL 0- U) d O ? z m < z w rn J � < rn ti z Y LL O --Ji I LICS, z� om rn CDch� �Q m m d LL V z O �+ z WZ o J WJ m W a V >r R � uj z d W win O 2E w WM4 Lu Q�cn�=- w z ¢Q-z's�w-OOQ �Od0Jo'w� -_►_w o p Mcr' F- U>, z L L�i'J= -F-ZD Wco OJ— :7i w U z F- Z<ZwD0 0000&53:dw zdwtrf0D UWD w UrwaILw-II dZ -jm?� VW O pd OW0U' MFF- cnz�F0 LL ~-OfwZ¢ JOB NUMBER: 4343 SHEET No.: A-1.0 DATE: 4-21-17 SCALE: 1/4" = V-0" ALUMINUM MODULAR RAMP 8c STAIR SYSTEM CONFIGURATION OPTIONS TYPICAL COMPONENT SIZES • LANDINGS: 5'x5', 5'x6' OR 7'x7'; CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS • RAMPS: 4', 8' OR 10' LONG x 48" WIDE; CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN • STAIRS: MAX. 6"-7" RISE x 12" TREAD x 48" WIDE NOTE: WHERE DOOR CLEARANCE ALLOWS, STAIRS CAN BE ADDED TO ANY/ALL OF THE CONFIGURATIONS SHOWN BELOW. ❑ A TYPICAL SINGLE DOOR CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0i P55 in ❑ B TYPICAL SINGLE DOOR CONFIGURATION ❑ C TYPICAL DOUBLE DOOR CONFIGURATION NUMBER OF RISERS/TREADS VARIES RAMP LENGTH VARIES; MAX. 30' RUN it I P55 UI P55 P55 P55 L01 jj L5 _O"_ L5-O'���-0'_I 5 ❑ D TYPICAL TWO -BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN I iC P55 P55 10' ❑ j CUSTOM CONFIGURATION 1/8" = 1'-0" HHS 1 j"x 1Y2" D J"DIA. GRADE 5 ZINC i"x.125 AL. ANGLE DOWN FOR TREAD. T MIDDLE AND ON ENDS THROUGH LCI APE. �" GRADE 5 BOLTS. :12 = SLOPE, TYP SEE SECTION C, HANDRAIL BOTH SIDE OF RAMP PICKET SUPPORT RAIL r3 HOLES PER SUPPORT, TYP (2) BOLTS. SPACE 2" APART ON CENTER, TYP OF ALL HANDRAIL ANCHORS. TRT 16xl6 ABS PAD UNDER POST W/(1) SDS25112 POST FOOT TO PAD tr. ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN P55 P55 P55 15' �- il'&qn Lw_.kw_j I I Or= E UM I I T� 1 II Component Aluminum Ramp System for Safe, User -Friendly Building Access. ww. welcomeram psystems. com ❑ F TYPICAL SWITCHBACK CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN it 0 I P55 P55 LO o 0 5'-0" P55 ❑ I DUMPSTER RAMP1/8" = 1'-0" 1-1/2"x12"x60" TRACTION TREAD PLANK (+32") 1-1/2"X12"X48" TRACTION TREAD PLANKS 36" OSHA RAIL ON RAMP Lr P54 P54 8' 10' 42" OSHA RAIL TYPICAL ELEVATION (WITH STANDARD RAIL,) FOR SCALE: �"=1'-0" �U-INCH UK Cvwn TOTAL PLATFORM HEIGHT. SEE DETAIL 6 FOR CONNECTION DETAIL SEE DETAIL 3 FOR HANDHOLD • B -11 FOR 10 RAMP SECTION 3'-11" FOR 8' RAMP SECTION -WELD EXTRUDED T-BAR SHAPE ON ENDS 1j"x1j"x.120" SQ. TUBE CROSS OF EACH RAMP SECTION MEMBER W MIDDLE OF EACH RAMP USE (3) (GRADE 5) 11" EQUAL SPACED SECTION. WELD TO LEG POCKETS AND BOLTS WHEN JOINING RAMP SECTIONS BOTTOM OF EXTRUDED L-BAR SHAPE. TOGETHER. NOTE: USE THIS RAILING TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM HEIGHT GREATER THAN SCALE: }"=1'-0" 30-INCHES. 3"X 1-1 /2"X.125" AL. ,___ H X5' 3"X l -1 /2"X.125" AL. PLATE W/TECH SCREWS FOR ALIGNMENT I e7 OPTIONAL ADDITIONAL 5'X5 PLATFORM/S. 4x4xY4 PIER BASE W/ (2) 5/16"0 HOLES ® CORNERS NOSING DETAIL 1 j"x 1 j"xj" FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. T-SHAPE EXTRUSION END PLATE z �t I-=-17� SECTION B RAMP SUPPORT RAIL SCALE: 3 °=1 ' �- T-SHAPE (2) 8110x 4" LAGBOLT, EXTRUSION END GALV. OR SDS300 @ EACH PLATE 5-FT PLATFORM SECTION ADJACENT BUILDING SECTION A RAMP CONNECTION SCALE: 3"=1 ' 1 /4" TRACTION TREAD TRACTION PLANK TREAD PLANK 00 N SECTION D PLATFORM SUPPORT RAIL & CONNECTION TO BUILDING SCALE: 3"=1 ' AL. VERT. HAND RAIL 1j"x1i"x.125 SQ. 12" LONG 1A"x1j"x.125" SQ. TUBE INSERT. WELD TO / 4"x4"x}" AL. BASE PLATE J"x2" AL. FLAT BAR THAT CONNECTS RAMP STRINGERS ILj"x 1 j" AL. PLATE WELDED TO EXTRUSION TO MAKE CONTINUOUS SHAPE 0 11" SECTION C RAMP END TRANSITION END LEG SCALE: 3"=1 ' CODE COMPLIANCE 1. IBC 2015, CHAPTER 10 COMPLIANT 2. ICC/ANSI Al 17.1-2009 COMPLIANT 3, RAMP 3.1. SLOPE, MAX.RISE = 1:12 (VERT/HORZ) 3.2. RISE = 30" MAX. BETWEEN LEVEL PLATFORMS 3.3. WIDTH = 48" SURFACE W/ 36" MIN. BETWEEN HANDRAILS 3.4. CROSS SLOPE, MAX. = 2% 4. STAIR: 4.1. RISE = 7" MAX., 4" MIN. 4.2. DEPTH/RUN = 12" STEP W/ 1" OVERHANG 4.3. WIDTH = 44", MIN. SURFACE (51" STANDARD), 42" MIN. BETWEEN HANDRAILS 4.2. SLOPE, MAX. = 2% 5. DESIGN LOADING: 5.1. DECK/RAMP 100 PSF 5.2. STAIR TREAD 300 LBS./TREAD 5.3. RAILING 50 PLF/200 LBS. CONC. 5.4. LATERAL LOAD 600# PEDESTRIAN 5.5. WIND LOAD 130 MPH, EXP B, Kzt=2.0 5.6. SEISMIC LOAD Sds=1.0, SITE CAT. 'D' 6. DOOR CLEARANCE PER IBC 7. STANDARD 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 8. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 9. GRASPABLE CONTINUOUS 1.5" 4 HANDRAIL AT 36" OFF RAMP, PLATFORM, OR STAIR NOSING. INSTALL BOTH SIDES OF STAIRS AND RAMP. 10. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 11. RAMP AND RAILINGS TO HAVE CURBS OR BOTTOM RAIL WHICH DO NOT ALLOW PASSAGE OF 4" SPHERE WHERE ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF THE WALKING SURFACE 12. FOOTING INFORMATION: 2"x12"x12" P.T. WOOD OR ABS PAD REQUIRED UNDER ALL ADJUSTABLE LEGS PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/16 RECEIVER TUBE 5" LONG (TYP.) PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/ 16" RECEIVER TUBE 5" LONG (TYP.) 'c I C t C S'-n" W_n" nR 7,-n" @ 4" MIN TO 7" MAX. HT. TYPICAL STAIR & LANDING PLAN GENERAL NOTES: 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER THAN WELCOME RAMP SYSTEMS, INC. PRODUCT PRODUCED THE STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC REQUIREMENTS. THE DESIGN LOADING CRITERIA IS 100 PSF LIVE LOAD. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL BE 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED GRADE. 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. MATERIAL SPECIFICATIONS PLANKING: + THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. • RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. • PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR LENGTH. • STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. LEGS: • LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. • LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. + LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBING. ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC PLATED ALUMINUM: THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSi. • ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF 35 KSI. HAND RAILS: • STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. • STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. • PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL HORIZONTAL RAILS. • HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY ABOVE WALKING SURFACES. WELDING: • ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN -PLANT FABRICATION. NO ON -SITE WELDING IS REQUIRED. • FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. • WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. • WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. • FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. BOLTS: • ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE SPECIFIED. • HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. TECH SCREWS: • ZINC PLATED #10x1j", SELF TAPPING. (3) 1 /2"0 BOLTS EQUALLY SPACED THRU 1/4" X 7" STAIR END ALUMINUM PLATE INTOPLATFORM. PLATFORM 0'-91, HEIGHT VARIES 16 GA. X zo 47-15/16" FLAT GALV. STEEL, TYP. 1/4" x 8" ALUM. PLATE CARRIAGE SEE DETAIL 5 7" LEVELING FOOT 42" VERTICAL PICKET GUARDRAIL w/BALLASTS TO PREVENT A 4" SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION, BOTH SIDES OF STAIR. 23" LSTAIR PLANK, 1/4" MARGIN, TYP. 2" X 12" X 48" DETAIL 1 -STAIR HAND RAIL 1-1/2" AL. ANGLE, SCALE: 1/2"=1' 3/16" THICK STAIR TREAD STIFFENER DETAIL 4 - STAIR HAND RAIL SCALE: 1/2"=l' 3/16" THICK STAIR TREAD STIFFENER Y4" NOSING RADIUS, TOP & BOTTOM (4) 3/8" BOLTS, TYP. PER TREAD 3,4, OR 5 AL. TREADS PER STAIR. DETAIL 2 - STAIRWAY ELEVATION SCALE: 1 /2"=1 ' NOTE: STAIR TO MEET ANSI ICC Al 17.1-2009 SECTION 504 AND IBC 2012 SECTION 1009 12" 0'-1 1/2" HANDRAIL CONNECTION, o DETAIL 6 I -1 LC 4"LONG X 1-3/4" X 1-3/4" X 0.25" AL. ANGLE WITH (2) 3/8" TACK SCREWS INTO POST. WELD HANDRAIL TO ANGLE DETAIL 3 ALL AROUND. HANDHOLD SCALE: 1 /2"=1 ' 1i'�.781 Uj w 4" SQ. TYP. DETAIL 5 LEVELING FOOT SCALE: 3"=1 ' 4" READED JUSTMENT AL. STAIR PLANK, 2"x12"x48" 4" HANDRAIL TIE MAY a 12 2017 DETAIL 6 HANDRAIL CONNECTION CITY OF FEDFF,AL W, `f SCALE: 3"=1 ' COMMUNITY DE-VELOPM I 2017 NAUTILUS K=8 SCHOOL PORTABLE PROJECT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. EROSION 1 SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). r 0 •C 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. N 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED PRIOR TO CONSTRUCTION. DURING THE 1 CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. - - ? ' aNb 7 t° 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING r - PROTECT STING LjT ITES � � � ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT an y PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS. X X X XC -�-C _--- X X -- X _ __."_ _.._ _" _" _" \ I 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE .._.. P __..... _i.-_ _ - _ _ - _.. =` T""_ ` - P _ ) ) CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEED FOR UNEXPECTED STORM EVENTS. _ _-.._._�--_... � � °� .� ` ..�--'"�� -•-- --_x o -- �-' I �"" 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR �� WI 1 x CONTINUED FUNCTIONING. r ` N 123645 9006 7. ANY AREAS OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF FIFTEEN 3 ! 1 _..E fi i6ggg.5850 x ~- I (15) DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E., SEEDING, MULCHING, NETTING, EROSION BLANKETS, I 1 _ ...._.. N 128645 4006 \ 1 . - \ I \x ETC.). � P28f, E 1271054.0850 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. a \% P202-"" 0\ x 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. I" 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO o 4 - THE DOWNSTREAM SYSTEM. i DEMOLISH TREES IN PORTABLE AREA FF-270A5 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED �? N 1286�.6923 FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN E �2z0990.0850 .. \ I FOR THE DURATION OF THE PROJECT. SF N 128617.6923---- -" OSE PORTABLE FC' TPRIN I 1271054,,0850 12. WET SEASON SPECIAL PROVISIONS AS DESCRIBED IN APPENDIX D SECTION D.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 *! w• THROUGH APRIL 30. <t s 4 Elf°µ I 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY .... _. _ � `"� � � --... � ��� � � EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ar I ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO CL `"` UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. S ACE PROTECT EXISTING SIDEWALK... 4 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE U RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. - ,- { - x 1 SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWRC. � 6 MANAGEMENT PRACTICES PROVIDING k GENERAL NOTES PROTECT EXISTING CONCRETE WALL . . . . " . E � 4 �"I� � �. L �:x 1. D AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF SOD AND EXCESS c�. - MATERIAL OFF -SITE. EXISTING SO s 2. REPAIR PAVING IF DAMAGED DURING PLACEMENT OF PORTABLE. ........ % .. 3. PROVIDE INLET SEDIMENT PROTECTION PER DETAIL I C4.0 j J 4. CONTRACTOR SHALL HYDROSEED ALL DISTURBED NON -PAVED SURFACES PER THE HYDROSEED NOTES ON THIS SHEET. 5. PROTECT EXISTING PLANTS AND VEGETATION TO REMAIN. ' / 6. DEMOLISH EXISTING IRRIGATION LINES WITHIN PORTABLE LIMITS. ADJUST EXISTING IRRIGATION SYSTEM WITHIN VEGETATION TO REMAIN. �jj I N C S'S'MH 54.5 RIM=27fl. 7 . ARY'8» Pv(.: �j LEGEND r CENTER rHANNEL.=261.52 �. . � k LAIeD;_ N FLOW 1 . . . . . . . . 3� � . � ��T � 2 INLET SEDIMENT PROTECTION � fP ` �`L 4 i C4.0 . . . . . . . . . .0 � ,� `�°."" , � �� CLEARING LIMITS CL f %"� GRAPHIC SCALE SILT FENCE X X SF 2 .. . .6 I 0 5 10 20IP C4.0 ;T 1" = 10 FEET 1 CONSTRUCTION SEQUENCE MULCHING NOTES HYDROSEEDING NOTES �5 POSSIBLE IN`ILTRATION TRENCH .. �'f...Vlf- «m-• 3 v „...... �- PROTECT EXISTING TRENCH FROM o DAMAGE OR SEDIMENTATION. ,. `� ..-.. ..° �- - - C REMOVE ROCKS IN PORTAB, EA,� A<�� . 7 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIES AND BUILDING. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. Know what's below. Cali before you dig. 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. 1. HYDROSEEDING SHALL BE APPLIED TO ALL DISTURBED NON -PAVED SURFACES. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS 40% 90% 90% CREEPING RED FESCUE 40% 90% 90% PREINOCULATED WHITE DUTCH CLOVER 10% 95% 90% HIGHLAND BENT GRASS 10% 90% 90% 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. PERMIT N0. XX-XXXXXX-XX-XX DATE TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Project Title: 2017 NAUTILUS K-8 SCHOOL PORTABLE PROJECT Client: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 TODD KANYER 2160955.10 Issue Set & Date: PERMIT SET MAY 2017 CP NOTICE ALTERATION OF TINS DOMa W SHAM NVAUDATE ON: PROFESSIONAL SEAL AM SigUTIM KR UTO OF THE DDMWff DOES NOT DEROGATE FROM RESERVED ONMIP MM N R. THIS DOUBT IS FOR USE ONLY FOR THE PROJECT WOMFI D N THE TITLE R M( AND IS NOT TO BE USED FOR REPAR RFIAOOEL OR ADDIM TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A 1 Revisions: Sheet Title: Designed by: Drawn by: Checked by: M. FOSTER F. KATONA W. FIERST Sheet No. C2nO 2 of 5 Sheets DATE: May 9, 2017 FILENAME: Q:\2016\2160955\10_CIV\CAD\2160955-SH-TESC.dwg 2017 NAUTILUS K=8 SCHOOL PORTABLE PROJECT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 05, TWN. 21 N., AGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. �m =E6H' POSSIBLE INAL,�6�""i � TI EEC(i ' - 7 _ µy 24---- 264.5-- IE=2 - _ -- _- _ I E=265.88 3-1 L-F -1" CPEP @ 9.3% _ _ ....._ _._ ..._ _.._ 266i_ 15 LF 8" CPEP @ 8.1% 4 267 1-3 MANR ��. 5 �� 268 ; - _ ........ ____ -270 - - _... SDCO I ... -- ---------------------- - ---.. t O EI=267.13 a j 1 r y 1 <G-270.00 FG: 270.00 - -�' _ -- 05�P QNC PLANTER r',bb J4 �' - 701 SDCO , EI 267.09 (�)- ° I I �z -/ ° ..... 3 FEE=273.37 29 LF 8" CPE� @ 1? 5% �,7 .... 29 LF 8 CPEP @ 2.4 /o l _ _r i i �IM=270.48 FG: 273.35 �a ( N 128617.6923 FG: 270. 0� EI=267.81 (8") `� ,,�" E 1271031.7522 0 G: 273.15 �� � �G: 273.35 ( N 12861.7 6.908 � ��21 � -` E�11036:223 pC� ry PORTABLE FG: 273.05 �. � � FG: 273.35 SDCO I F F .� .~ 2 7 0 , 5 ° t� FG. 271.00 FG 273.30 i RIM=270 j20 1"G 271.05 e - - - - - - - - - E1=67.538") �f r5 r a i 6� FG 273.30 y 6 � 5 N 128612.1009 .< - 271 - FG: 273.1 E 1270980.0874 ATCH EXISTING T N 128617.2453 ,,. 2$611.5241 N 128610.8591 - _ FG: 273.03 J FG: 270E 1270985.5865 ` E �! 271031.7524 E 1271036.5230 ~� W ° 71.33N 128610.8593 FG:271:30 FG ,„"..�,. E 1271051.41$5 { _ °-N 12861 1 -, .525 6 FG:271.03 128611.9966 ��� 032.5946 S ACE r- - -'"" E 1270986,5802 j T) <; MATCH EXISTING F01.35 `.. FG:271.04 C_ N 128603.1749 ; a E 1271032.5948;" �� € MATCH EXISTING j in FG: 271,64 C �� .. ` 9 N 128 .9300• .` E12710 233 MATCHIN (STING ` ...... j> FG:271.68 . yy 0 i f N l .... Cv 47 a { , �..Ko 545 5 R I l "' 27 0. 55 7 T i v tt�� .,✓ SIGNi ff A' 8 J „ •"$• d P.. C60 m . . r KEYNOTES Know what's below. Call before you dig. U DOWNSPOUT. CONNECT TO ROOF DRAIN LINE. f4 N . TYP C4.0 OASPHALT PAVEMENT C4 0 HOT TAR SEAL JOINT, TYP. OPORTABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. ROCK PAD FOR BASIC DISPERSION 2 C4.1 O STORM CLEANOUT, 1 TYP. C4.1 OPORTABLE RAMP PER MANUFACTURER'S DRAWINGS ODEODAR CEDAR, CEDRUS DEODARA 6'-8' HEIGHT MIN. PROVIDE TEMPORARY IRRIGATION FOR ESTABLISHMENT. CITY OF FEDERAL WAY GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS. FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES,12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD 2-06.3. SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR TO THE CITY OF FEDERAL WAY. EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING SHALL APPLY. REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN 16.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER FEDERAL WAY, PRIOR TO CONSTRUCTION. PAVING ASPHALT WEARING COURSE. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE PLANS. RECYCLED ASPHALT OR CONCRETE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE RUBBLE SHALL NOT BE USED. PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE, 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY. 2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED GRADE. 3. BEDDING AND BACKFILL IN PIPE TRENCHES PER DETAIL 5 C4.0 4. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM PORTABLES. SOIL SHALL NOT BE PLACED AGAINST SKIRTING. 5. ALL EXCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE DISPOSED OF AT AN APPROVED OFF -SITE LOCATION. 6. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS. 7. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL AND HYDROSEED PER HYDROSEEDING NOTES ON SHEET C2.0. 2 GRAPHIC SCALE 0 5 10 20 1" = 10 FEET PERMIT N0. XX-XXXXXX-XX-XX DATE TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Project Title: 2017 NAUTILUS K-8 SCHOOL PORTABLE PROJECT Client: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 TODD KANYER Job No. 2160955.10 Issue Set & Date: PERMIT SET MAY 2017 NOME ALTERATION OF THIS MUST SHAM WAUDAE 1HE PROEf.SS ONAL SM AND SWAM PUBUCA70 OF 70 DDMWff DOES NOT DEROGATE FROM RESERVED ONERSW RR M IN ff. 1WS DOCUMENT IS FOR USE ONLY FOR THE PROJECT ODMFIED IN THE mIE ROCK AND IS NOT 10 HE USED FOR REPAR. REMODEL OR ADORN TO 1HAT PROJECT OR FOR ANY OTHER PROJECT. A A Revisions: Sheet Title: CIVIL SITE PLAN Designed by: Drawn by: Checked by., M. FOSTER F. KATONA W. FIERST Sheet No. C3mO 3 of 5 Sheets DATE: May 11, 2017 FILENAME: Q:\2016\2160955\10_CIV\CAD\2160955-SH- SITE.dw9 EXISTING CATCH BASIN SEDIMENT ACCUMULATION NOTES: 1. FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. INLET SEDIMENT PROTECTION NOT TO SCALE HMA CLASS 1/2", PG 64-22 ' ", CRUSHED SURFACING Cam, \ CJ C BASE COURSE PER WSDOT 9.03-9(3) 12" COMPACTED SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE Know what's below. Call before you dig. 2017 NAUTILUS K=8 SCHOOL PORTABLE PROJECT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. CHAINLINK FENCE NOTES: FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2.0' MIN. , 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC 2.0' 5.0` 7 SIDE VIEW g In BURY BOTTOM OF FILTER MATERIAL IN 8"X12" TRENCH I---- 6' MAX. i� 2" X 4" WOOD POSTS, j STANDARD OR BETTER, IzPnMT VIEW U OR STEEL FENCE POST SILT FENCE NOT TO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. 13I1N11hy;:K4;U1 979 6" CLEANOUT 1.00% MIN. 4" 6" PVC �a1 IIilk 1 PROVIDE FITTINGS AS REQUIRED 6" PVC SCH. 40 TYP, DOWNSPOUT CONNECTION DETAIL NOT TO SCALE RIGID FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) BACKFILL PAVED AREAS AND SUBGRADE ELEVATION WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, WSDOT 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM NOTE LIFTS. BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO WSDOT 9-03.12 (3). NOT TO SCALE PIPE AS SPECIFIED ON PLANS 4 4 0 0 © o 0 O q O o I o / I 4" MIN. :I I II I =1 11-111=1 11-111=� 41 1=III-1 III, II I Ii i 1 11— —) I I_ -III —III _ GRAVEL BACKFILL I.D. + 30" FOR PIPE ZONE BEDDING PER WSDOT 9-03.12(3), 95% COMPACTION PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE M10 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: 2017 NAUTILUS K-8 SCHOOL PORTABLE PROJECT Client: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 TODD KANYER 2160955.10 Issue Set & Date: PERMIT SET MAY 2017 � CO� of was�I�c O�,a '��tsTEB�" �av 1 IONAL;V .nh NOTICE ALTERATION OF ids DOCiWW gia NVAMAIE M MUSONN. SEX AM SRNATURE. PiNI Ift OF 7W OOMWff DOES NOT OBWAIE SM RESERVED MOW ROTS N iT. 1W OOCIMENT IS FOR USE ONLY FOR DE RUCT Of RM N TIE TIU ROOK AND IS ROT 70 BE USED FOR WAN. R-YODEI. OR AMI N TO 7NAT T'R M OR FOR ANY OM MECT. A A A Revisions: Sheet Title: Designed by: Drawn by: Checked by: M. FOSTER F. KATONA W. FIERST Sheet No. C4mO 4 of 5 Sheets DATE: April 25, 2017 FILENAME: Q:1201612160955110_CIV\CAD12160955-SH-DETA[ LS.dwg 3000 psi CLASS C� CONCRETE (TYP) NOTES: T- 1. PIPE MATERIAL PER PLAN. 1'-0" 2. PIPE DIAMETER PER PLAN. -1 3. ABS TO PVC USE PVC ADAPTOR OR 12"0—/ FERNCO W/STAINLESS STEEL CLAMPS FIBRE JOINT — OR APPROVED EQUAL. PACKING 4. PVC TO CAST IRON OR CONCRETE USE 45° (1/8) BEND FERNCO W/STAINLESS STEEL CLAMPS OR APPROVED EQUAL. DRILL AND TAP (SPLITTIN( THE SEAM) SET MADE BOLL DOWN WITH 3/8" SS ALLEN HEAD BOLTS - 2 PLACE 1/8" RAISE - 1/2" WIDE BORDER STORM SEWER 2'-0" —1 �-- 4-3/4" PROVIDE WATER TIGHT PLUG LETTERING "STORM" 5/8" 4" I 7n 8-3/4" CAST IRON RING AND LOCKING COVER NOT TO SCALE q 11j11iFqlllV�9 M� 2017 NAUTILUS K=8 SCHOOL PORTABLE PROJECT A PORTION OF THE NW 1/4 OF THE NE 114 OF SEC. 05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. A 91 2' 000 OOCG,'\(- O O O O 0 O O INLET/OUTFALL PIPE pOF 0000(-) 0 1 J O O O 0 O �� 10 O��000 0 0 0 ; r, PLAN EXISTING AND/OR PROPOSED GROUND pU y FILTER FABRIC --/ \— 12" DEPTH WELL GRADED QUARRY SPALLS PER WSDOT 9-13.6 ROCK PAD FOR BASIC DISPERSION NOT TO SCALE PERMIT N0. XX—XXXXXX—XX—XX APPROVED TACOMA - SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB Project Title: 2017 NAUTILUS K-8 SCHOOL PORTABLE PROJECT Client: FEDERAL WAY PUBLIC SCHOOLS Job No. 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 10 It " :n14W11::� 2160955.10 Issue Set & Date: PERMIT SET MAY 2017 NOTICE AUERAM OF INS 000NE?LT SHALL NVALMLATE M PROiESSI M SEAL. AND SIGNATLIRE PII OTON OF M DOC,W DOES NOT DEROGATE FROM RESEiM OIMMIP Rk M N IT. THIS DOOLMENT IS FOR USE OKY FOR 711E PROJECT MT O N THE RILE a= AND IS NOT TO DE USED FOR REPAIR. REMODEL. OR AODIDON 70 THAT PROJECT OR FOR ANY OTHER PROJECT. A A L�\ Revisions: Sheet Title: NOTES AND DETAILS Desioned by: Drawn by: Checked by. M. FOSTER F. KATONA W. FIERST Sheet No. C4m 1 Know what's below. Call before you dig. DATE: April 25, 2017 FILENAME: Q:\2016\2160955\10_CIV\CAD\2160955-SH-DETAILS.dwg DATE 5 of 5 Sheets