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APPROVED PLANS COMBINED PLN BLD FIR BLD2021-0495FORMER WOODWAY ELEMENTARY SCHOOL PORTABLE PLACEMENT - 2021 Eiliyalm Baby store Q �31 lane R svv 4 Angry Fish 13 P 2400, R 6a 0 s>Y Q Rich Whitman School z� E 2101h ESW 24f.n. SW 24a1119t 9W 2401h PISW NA PI 3W Orthadorv6" Exclusively - 8 9 Care Adult Family Hama Around the 4 _ Sound T-Shirts - rash sl SW alms.2w 2Mh St SW lip ©Snoline Elementary School A -� QMedrona X-B School SPX Air Treatment 7ach Woodway, Elementary f 241n PI Aa Andys aulamotiveV �"4srr Aquarium Co -OP Tr�vl (ish stue C¢raran I(eaah l�te¢N 4? Midnight Cookie Co B '11 TehrolA-oa m PARTIAL SITE PLAN SCALE: 1" = 50'-0" Mir, M S W .- � Gw Z401h 91 SW 2101h S1 3 942 i,d St W: 242'ii s •1' .2' .3' CODE REVIEW: 1. DRAWINGS AND STRUCTURAL CALCULATIONS FOR EXTERIOR STAIR RAMP AND LANDING HAVE BEEN INCLUDED TO SHOW COMPLIANCE WITH SEISMIC (D) AND WIND (120 MPH EXPOSURE) REQUIREMENTS. 2. PORTABLE BUILDING FOUNDATION DRAWINGS AND STRUCTURAL CALCULATIONS HAVE BEEN INCLUDED TO SHOW COMPLIANCE WITH SEISMIC (D) AND WIND (120 MPH EXPOSURE) REQUIREMENTS. 3. ACCESSIBLE ROUTE OF TRAVEL FROM THE PORTABLE BUILDING TO THE PUBLIC WAY COMPLIES WITH IBC AND ACCESSIBILITY STANDARDS. 4. ILLUMINATION OF THE EXTERIOR MEANS OF EGRESS WILL BE ACHIEVED BY BATTERY BACK UP ON EXTERIOR LIGHTS OF THE PORTABLE. 5. PER IBC CHAPTER 29 - DISTANCE TO RESTROOM FACILITIES MAY NOT EXCEED 500 LF. DISTANCE FROM BACK CORNER OF FURTHEST CLASSROOM TO RESTROOM IS LESS THAN 500 LF AND THEREFORE COMPLIES. 6. MINIMUM CRAWLSPACE VENTILATION PER IBC STANDARDS IS TO BE PROVIDED. OR rti APPROVED BY PLANNING Jun 14 2021 APPROVED PLANS TO BE KEPT ON SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN City Of Edmonds Building Department Work 3 PORTABLES ----------------------------------------------------------------------- --------------------------------------------------------------------- Address 9521 240TH ST SW •--------------------------------------------------------------------- Owner EDMONDS SCHOOL DISTRICT - ---------------------------------------------- ------------------------------ Approved Date 06/16/2021 -------------- Building Official Permit Number BLD2021-0495, 0497 & 0498 Approved by Fire jx A-2021 AFM k • �. FIRE PLAN REVIEW NOTES: 1. Fire alarm required, will need to he interconnected into main building fire alarm system. 2. Portables need to be individually addressed 1, 2, 3, etc_ visible on the outside minimum of 6 inches in height and on a contrasting background. 3. Separate permits for fire alarm. SPECIAL INSPECTION REQUIRED FOR BOLTS IN CONCRETE GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITFk2018 IBC. 1 2. CONTRACTOR MUST BE LICENSED IN THE STATE OF WASHINGTON. 3. THIS IS NOT A SURVEY. THESE DRAWINGS WERE PREPARED USING FIELD NOTES AND THIRD PARTY INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH REQUIRED WORK. 4. CONTRACTOR SHALL LOCATE, PRESERVE, AND PROTECT ALL UTILITIES TO REMAIN. 5. CONTRACTOR SHALL COORDINATE SCHEDULE WITH PORTABLE MANUFACTURER TO ENSURE BUILDING PAD IS READY AND THAT CONSTRUCTION ACTIVITIES DO NOT OBSTRUCT THEIR DELIVERY AND PLACEMENT. 6. CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION OF THE WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTING INFORMATION OR OMISSIONS. 7. CONTRACTOR SHALL PROVIDE TEMPORARY STEEL PLATE OVER ENTIRE EXTENTS OF TRENCH WORK SPANNING EXISTING FIRE LANE OR TRAFFIC PATH. 8. ALL POWER AND LOW VOLTAGE SYSTEM CONNECTIONS TO NEW PORTABLE CLASSROOM BUILDINGS SHOWN WILL BE AERIAL. 9. CONTRACTOR SHALL PROTECT AND MAINTAIN ACCESS TO ALL BUILDINGS DURING CONSTRUCTION. INSTALLATION NOTES: 1. CONTRACTOR SHALL COORDINATE DELIVERY PATH AND WIDTH REQUIRED WITH PORTABLE MANUFACTURER AND ENSURE PATH IS CLEAR UPON DELIVERY. IF PATHWAY REQUIRES REMOVAL OF AN ITEM THAT THE CONTRACTOR CANNOT REPLACE TO EXISTING CONDITION AFTER PORTABLE IS PLACED, CONTACT OWNER FOR DIRECTION. RAMP & STAIR SYSTEM: 1. ALUMINUM MODULAR RAMP AND STAIR SYSTEM BY WELCOME RAMP SYSTEMS, INC. OR APPROVED EQUAL 2. TYPICAL COMPONENT SIZES: a. LANDINGS - 5' X5'; CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS b. RAMPS - 4', 8' OR 10' LONG X 48" WIDE; CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN. MAX RISE = 1:12 (VERT./ HORIZ.) TAIRS - MAX. 7" RISER X 12" TREAD X 48" WIDE 181 C OMPLIANT 4. DESIGN LOADING: a. DECK/ RAMP 100 PSF b. STAIR TREAD 300 LBS/ TREAD c. RAILING 50 PLF/ 200 LBS CONC. 5. DOOR CLEARANCE PER IBC 6. STANDARD 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 7. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, OR STAIR. 8. GRASPABLE CONTINUOUS HANDRAIL AT 34" TO 38" OFF RAMP, PLATFORM, OR STAIR NOSING. 9. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 10. RAMP AND RAILINGS TO HAVE CURBS WHICH DO NOT ALLOW PASSAGE OF 4" SPHERE WHERE ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF THE WALKING SURFACE. 11. FOOTING INFORMATION: 2" X 12" X 12" P.T. WOOD PAD REQUIRED UNDER ALL ADJUSTABLE LEGS EXCEPT AT THE "U" IN THE SWITCHBACK CONFIGURATION WHERE A 4" X 16" X 16" CONCRETE PAD -OR- 161, X16" POLYVULC. PVC PAD IS REQUIRED (SEE CONFIGURATION "F"). DEVELOPMENT / PLANNING NOTES: 1. ZONING: RS-8 (CITY OF EDMONDS) 2. OCCUPANCY - E (EDUCATION) 3. OCCUPANT LOAD: MAX: 37,444 SF (EXISTING BUILDING) + 2,655 SF (PORTABLES) = 40,099 SF/20 = 2,005 MAX DESIGN CAPACITY: 20 CLASSROOMS, 358 STUDENTS (EXIST) + 3 PORTABLE CLASSROOMS, (30 STUDENTS EA) = 448 MAX STUDENT CAPACITY, STAFF 4. CONSTRUCTION TYPE: EXISTING SCHOOL III-B (NON-SPRINKLERED) PORTABLES V-B (PORTABLES RELOCATED FROM SPRUCE ES) 5. REQUIRED SETBACKS SCHOOLS SHALL BE 25' FROM ALL EXTERNAL PROPERTY LINES, AND THE GREATER OF EITHER 75' FROM THE CENTERLINE OF THE ROAD OR 45' FROM THE EDGE OF THE ROAD = OK 6. BUILDING AND IMPERVIOUS SURFACE COVERAGE - EXISTING BUILDING AREA: 37,444 SF PROPOSED PORTABLES AREA: 2,655 SF PROPOSED BUILDING COVERAGE: 35% ALLOWED (40,099 SF / 1,775,941 SF) = 2.26% OK 7. BUILDING HEIGHT: 13 FT < 35 FT MAX = OK 8. PARKING: NUMBER OF EXISTING PARKING STALLS: 42 (INCLUDING 2 HANDICAPPED STALLS) ADEQUATE TO ACCOMMODATE DEMAND ASSOCIATED WITH ADDED PORTABLES. PORTABLES WILL NOT REDUCE CURRENTLY AVAILABLE PARKING. 9. TREE RETENTION & PROTECTION: NO CRITICAL TREES WILL BE AFFECTED. 10. CRITICAL AREAS: PROJECT IS NOT LOCATED WITHIN A CRITICAL AREA PROTECTION AREA (CAPA). 11. SEPA: ACCORDING TO SCC 30.61.035 AND THE ADOPTED WAC 197-11-800, SUBSECTION B PROJECT IS < 4,000 SF AND <1000 CY CUT & FILL THEREFORE PROJECT IS SEPA EXEMPT. 12. IMPERVIOUS SURFACES: THIS PROJECT WILL INVOLVE LESS THAN 2,000 SF OF NEW, REPLACED, OR NEW PLUS REPLACED IMPERVIOUS SURFACES. PROJECT DATA: ADDRESS: 9521 240th STSW EDMONDS, WA 98020-5602 PARCEL NO: 27033600404600 LEGAL DESCRIPTION: SEC 36 TWP 27 RGE 03RT-49) NE1/4 OF SE1/4 SITE SIZE: 40.77 Acres EXISTING BUILDING AREA: 37,444 SF PORTABLES AREA: 3 @ 885 SF = 2,655 SF PROJECT DESCRIPTION SCOPE OF WORK INCLUDES SITE DEVELOPMENT, UTILITY WORK, AND INSTALLATION OF THREE PORTABLE CLASSROOM BUILDINGS. PROJECT DIRECTORY OWNER EDMONDS SCHOOL DISTRICT NO. 15 CAPITAL PROJECTS OFFICE 20420 68TH AVE W LYNNWOOD, WA 98036 425.431.7162 NICK CHOU choun@edmonds.wednet.edu LAURA BOWERS bowersl@edmonds.wednet.edu ELECTRICAL ENGINEER TRAVIS FITZMAURICE WARTELLE BALANGUE ENGINEERS, INC. 1200 WESTLAKE AVE N SEATTLE, WA 98109 206.285.7228 PAUL MCINTOSH paul@tf-wb.com CIVIL ENGINEER ARCHITECT JACOBSON CONSULTING ENGINEERS HUTTEBALL + OREMUS ARCHITECTURE 255 S. KING STREET 4010 LAKE WASHINGTON BLVD NE, SUITE 320 SUITE 800 KIRKLAND, WA 98033 SEATTLE, WA 98104 425.828.8948 X123 206.426.2600 MATT CHRISTENSEN ALAN JACOBSON mchristensen@hoarch.com alan@jacobsonengineers.com SHEET INDEX GENERAL G0.00 COVER SHEET, PROJECT DATA & GENERAL NOTES A1.00 ENLARGED SITE PLAN CIVIL C1.00 DEMOLITION & TESC PLAN C2.00 CIVIL SITE PLAN C3.00 CIVIL DETAILS ELECTRICAL E1.00 SITE PLAN ELECTRICAL E1.01 ONE -LINE & SCHEDULES MODULAR BUILDING A 0.0 COVER SHEET A 0.1 GENERAL NOTES A 0.2 ENERGY CODE NOTES A 1.0 FLOOR PLAN A 1.1 CLERESTORY PLAN A 1.2 REFLECTED CEILING PLAN A 2.0 EXTERIOR ELEVATIONS A 2.1 EXTERIOR ELEVATIONS A 3.1 FINISH NOTES A 3.2 SCHEDULES A 3.3 DATA SCHEDULES S 1.0 FOUNDATION PLAN S 3.0 BUILDING SECTION S 4.0 FOUNDATION NOTES & DETAILS S 4.1 STRUCTURAL DETAILS S 4.2 STRUCTURAL DETAILS S 4.3 DETAILS E 0.1 ELECTRICAL LEGEND & NOTES E 1.0 ELECTRICAL PLAN E 2.0 LIGHTING PLAN E 3.0 ELEC. PANEL AND LOAD CALCS. M 1.0 HVAC - EXHAUST/INTAKE AIR PLAN M 1.1 HVAC - SUPPLY/RETURN AIR PLAN FOUNDATION F1 FOUNDATION PLAN ACCESS RAMPS & STAIRS SHEET 1 OF 1 STANDARD PLANS / DETAILS / NOTES RESUB Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HUTTEBALL IP, +OREMUS 10 architecture 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP REGISTERED ARCHITECT Noo 11321 I / Pond �'_ -_ �alHln STATE OF WASHINGTON CONSULTANT STAMP PROJECT INFORMATION Woodway Elementary School Portable Placement 9521 240th St SW Edmonds, WA 98020 EDMONDS SCHOOL DISTRICT #15 SCHOOL DISTRICT LOGO Edmonds SCHOOL DISTRICT Each student learning, every day! 03/26/21 PROGRESS REVIEW SET 06/04/21 PERMIT RESPONSE PERMIT SET 04/07/2021 PROJECT NUMBER: 2101 SHEET NAME Cover Sheet, Project Data & General Notes SHEET NUMBER GOmOO 1/2"0 x 7" A 'SIMPSON' STRONG -BOLT 2 W/4" EMBEDMENT, OR 1/2"0 THREADED ROD SET 4" INTO CONCRETE W/'SIMPSON' SET-XP, ANCHORING A 6" WIDE x 1/8" ANCHOR STRAP W/ 1/8"x3" FILLET WELD EACH SIDE OR (6) #1/4-12x1" STS-SS SCREWS TO PERIMETER FRAME C6x8.2-WELDED TO EXISTING FRAME W/(2) 8" FILLET SIDES, TOP & BOTTOM CONCRETE ANCHOR BLOCK 2x4 - CONTINUOUS UNDER BUILDING AND OVER BEARING 2x12 TRT. STRIP. ATTACHED TO BEARING STRIP W/10dx3" @ 12" O.C., SPLICE BEARING STRIP AND 2x4 48" APART _ BUILDING PERIMETER RAIL 2x12 TRT. BEARING STRIP �I 1/2"0 x 7" 'SIMPSON' STRONG -BOLT —I 2, OR 1/2"0 THREADED ROD SET 4" INTO CONCRETE W/'SIMPSON' AT-XP _ ADHESIVE ®� r1j 1 4 Ll 412 21„ 1'4" 7" 2'-6" CORNIER�P��DA�D ANCHORSILOPING CONDITIONS) JILDING PERIMETER RAIL (2"0 x 7" 'SIMPSON' STRONG -BOLT 2 W/4" VIBEDMENT, OR 1/2"0 THREADED ROD SET 'INTO CONCRETE W/'SIMPSON' SET-XP NCHORING A 6" WIDE X 1/8" ANCHOR STRAP //(2) 1/8"x2" FILLETS WELD EACH SIDE & TOP R (6) #1/4X1" STS-SS SCREWS TO PERIMETER tAM E /2" TRT PLYWOOD STRIP TO 1ATCH GRADE 8d @ 12" O.C. JTO CONT. 2x4 PLATE J2 TRT. BEARING STRIP -ARING SUBSTRATE: 3PHALT OR 4" COMPACTED RAVEL OVER SOIL DNC. ANCHOR BLOCK W/(4) #4 __RT. & (4) #3 TIES IJI�U1►[el»:�11/1���:i:7e11� 3" WIDE SHEATHING PANEL EACH WAY AT JRNERS W/STUDS AT 16" O.C. 8d@6"/12" 4"x2" STS-SS SCREWS TO PERIMETER LAME, (2) AT ENDS & 8" O,C, STUDS (3) EACH WAY AT CORNERS t2"O x 7" 'SIMPSON' STRONG -BOLT 2 W/4" VIBEDMENT, OR 1/2"0 THREADED ROD SET INTO CONCRETE W/'SIMPSON' SET-XP NCHORING A 6" WIDE X s " ANCHOR STRAP //(2)1 "x2" FILLETS WELD EACH SIDE & TOP R (6)' X1" STS-SS SCREWS TO PERIMETER RAME /2" TRT PLYWOOD STRIP TO 1ATCH GRADE 8d @ 6" O.C. DGES INTO CONT. 2x4 PLATE & 2" IN THE FIELD J2 TRT. BEARING STRIP -ARING SUBSTRATE: SPHALT OR 4" COMPACTED RAVEL OVER SOIL DNC. ANCHOR BLOCK W/(4) #4 __RT. & (4) #3 TIES 1/2"0 x EMBEDf INTO CC ANCHOI 1/8"x3" #1/4-12 MODUL C6x8.2-' FILLET S 2x12 TR 2x4 - CC BUILDII\ ® TRT. BE TO 2xl:1� o.C. 2'-6' ROOF CO��LU�Mn�N�S�U�!P-0" (SEE D 7" A'SIMPSON' STRONG -BOLT 2 W/4" /TENT, OR 1/2"0 THREADED ROD SET 4" NCRETE W/'SIMPSON' SET-XP, LING A 6" WIDE x 1/8" ANCHOR STRAP W/ FILLET WELD EACH SIDE OR (6) K1" STS-SS SCREWS TO PERIMETER FRAME PERIMETER RAIL NELDED TO EXISTING FRAME W/(2) 8" DES, TOP & BOTTOM F. BEARING STRIP NTINUOUS UNDER G AND OVER 2x12 ARING STRIP. NAIL W/ 10dx3" @12" ��11�.71►rH»:�It•1���:a:L\I� C6x8.2-WELDED TO EXISTING FRAME W/(2) 8" FILLET SIDES, TOP & BOTTOM 2x12 CONT. TRT. BEARING STRIP BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL ILDING PERIMETER RAIL K8.2-WELDED TO EXISTING aME W/(2) $" FILLET SIDES, P & BOTTOM HIDE SHEATHING PANEL i WAY CENTERED W/STUDS 6" O.C. 8d@6"/12" & 4"x2" 3S SCREWS TO PERIMETER JIE, (2) AT CENTER & 8" O,C, TUDS @ STRAPS CONT. TRT. BEARING BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL ■ As per engineering calcs, skirting sheathing to be ■ 1 nailed w/ 8d galv. nails ' @4" o.c. typical. 1 MODULE PERIMETER RAIL CONT. TRT. 2x4 - OVER TRT. 2x12 CONT. BEARING STRIP. NAIL TO 2x12 W/ 10dx3" @12" O.C. (2) 2x4 @ 48" O.C., TIGHT TO STEEL CHASSIS AND TRT. 2x4 CONT .BASE PLATE. NAIL EA. TOP & BOTTOM W/10d EXTERIOR WALL PAD 3 1" = V-0" 2x6 - UNDER BUILDING AND OVER BEARING PADS. SHIM TO BUILDING AS REQUIRED. SHIM FOR SECOND MODULE WHILE SHIMMING THE FIRST. NAIL TO LAYER BELOW W/ (2) 10d 12x24 BEARING PADS REQUIRED TO LEVEL BUILDING.NAIL EACH PAD TO THE ONE BELOW W/ 0.148x3" IN EACH CORNER OF PAD BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL MATELINE PAD 4 V. = 1'4 BUILDING PERIMETER RAIL 1/2" TRT PLYWOOD PANEL OVER STUDS TO MATCH GRADE W/ #12 STS @ 24" O.C. INTO STL. FRAME & 8d @ 6" O.C. INTO CONT. 2x4 PLATES — 2x4 @ 24" O.C., MAX., TIGHT TO STEEL CHASSIS AND TRT. 2x4 CONT .BASE PLATE. NAIL EA. TOP & BOTTOM W/10d — 2x4 - CONTINUOUS UNDER BUILDING AND OVER 2x12 TRT. BEARING STRIP. NAIL TO 2x12 W/ 10dx3" @12" O.C. 12x24 CONT. TRT. BEARING STRIP BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL PERIMETER SUPPORT a cN STRUCTURAL NOTES: 1. GENERAL: 1.1. MODULAR BUILDING FLOOR IS ALL -STEEL CONSTRUCTION WITH GALVANIZED STEEL FLOOR JOISTS. 1.2. ENTIRE BOTTOM OF FLOOR IS COVERED WITH A GALVANIZED STEEL SHEETING. 1.3. UNDER FLOOR AREA IS 3 TO 8 INCHES TALL WITH NO ACCESS. 1.4. PROVIDE CONTINUOUS CLASS 1 VAPOR RETARDER ON SUBGRADE PRIOR TO INSTALLING BUILDING. 1.5. VENTILATION OF AREA UNDER BUILDING IS PROVIDED BY A 1-1/2-INCH TALL SPACE BETWEEN THE BUILDING AND FOUNDATION PLATE, BETWEEN 1-1/2-INCH TALL SPACING PLATES. (22) 14-INCH WIDE VENTING AREAS ARE COVERED BY PRE -MANUFACTURED SCREENED LOUVER VENTS ALLOWING 65% OPEN AREA PROVIDING 13.5 SQUARE INCHES OF FREE AIR OPENING PER VENT OR 297 SQUARE INCHES OF FREE VENTILATION AREA TOTAL. IN COMPLIANCE WITH 2O18 IBC 1203.4.2, EXCEPTION 2. EXCEPTION 2 REQUIRES INSTALLATION OF A CLASS i VAPOR RETARDER BENEATH ENCLOSED AREA BENEATH FLOOR. 1.6. NO GEOTECHNICAL REPORT WAS PROVIDED FOR DESIGN OF THIS FOUNDATION. 1.7. OWNER IS RESPONSIBLE TO PROVIDE A SUITABLE SITE: STABLE SUBGRADE WITH SUITABLE, COMPACT SURFACE, CLEAR OF DEBRIS AND READY TO ACCEPT THE FOUNDATION AS DESIGNED. 2. STRUCTURAL DESIGN INFORMATION &LOADING: 2.1. BUILDING CODE 2.2. RISK CATEGORY 2.3. ROOF LIVE LOAD 2.4. FLOOR LIVE LOAD 2.5. WIND CRITERION 2.6. SEISMIC CRITERION 2.7. ASSUMED SOIL BEARING 2.7.1. CLASS 5 SOILS 2.7.2. SOIL SEISMIC CLASS 3. STRUCTURAL CONCRETE: 3.1. DESIGN COMP.STRENGTH 3.2. REINFORCING BAR YIELD 4. STRUCTURAL STEEL: 4.1. HOT ROLLED STEEL 4.2. COLD FORM STEEL 5. STRUCTURAL WOOD: IBC-2018, ASCE 7-16 25 PSF, SNOW 40 PSF OR 1,000# CONC. 100 MPH, EXP B, Kzt=1.0 SDS=1.000 le=1.0, SEISMIC CATEGORY D PER IBC; T.1806.2 1,500 PSF D W/NO GEOTECHNICAL REPORT 3,500 PSI (EXPOSED CONCRETE) 60 KSI ASTM A36, Fy=36 KSI, MIN. A653, Fy=33 KSI, MIN. 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTHERWISE. 5.2. WOOD BEARING PADS TO BE DOUGLAS-FIR OR SOUTHERN PINE. 5.3. ALL WOOD IN CONTACT OR WITHIN 6-INCHES WITH SOIL SHALL BE PRESSURE PRESERVATIVE TREATED. 5.4. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE HOT -DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN ASTM A 153 OR STAINLESS STEEL. 6. STRUCTURAL SPECIALTY ITEMS: 6.1. CONNECT ANCHORS AND CONNECTORS TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 6.2. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. 7. SITE CONDITIONS: 7.1. FOUNDATION SUBGRADE TO BE UNDISTURBED ASPHALT CONCRETE OR 4" OF CRUSHED ROADMIX GRAVEL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-1557 OVER STABLE SOILS OR STRUCTURAL FILL. n/'1TT/'1N A nr r-rrrl — nni nn UV I I %JIVI VJr J 1 LLL - 70 -G - - - - - --- - - - - --- - - BLD2021-0495, 0497, 0498 CORNER PAD AND ANCHORS 1A1" = V-0" (SEE DETAIL 1 FOR FLAT CONDITIONS & STANDARD CONNECTIONS) ROOF COLUMN SUPPORT PADS 2A1" = V-0" (SEE DETAIL 2 FOR FLAT CONDITIONS & STANDARD CONNECTIONS) FOUNDATION PLAN - 28x32 CLASSROOM - SLOPING SITE - FF = 100'-8 4 " 1/4" = V-0" (ELEVATIONS ARE RELATIVE FOR ILLUSTRATION) RESUE Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICI DEPARTMENT TYPICAL COMPONENT SIZES • LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS • RAMPS: 48" WIDE UNITS 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 o 0 I P55 I I I � 5'-0" 5'-0" 5�0" 5'-0" ❑ D TYPICAL TWO -BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 I P55 P55 P55 0 I Ln - ---------------- I II P55 P55 P55 I ADDITIONAL �AMP OR STAIR LO III I I ----------------- 1------------------------- J ) 5'-O" 15'-0" 5'-0" r r r ❑ G DOUBLE DOOR EXIT1/8" = 1'-0" Ln n P55 P55 N ❑ j CUSTOM CONFIGURATION 1 /8" = 1 '-0" D E1 HHS1 j"x1Y2" )J"DIA. GRADE DETAIL 3 5 ZINC 14%14%.125 AL. ANGLE HOLD DOWN FOR TREAD. BOLT AT MIDDLE AND ON ENDS THROUGH tC L-SHAPE. J" GRADE 5 BOLTS. 1:12 = SLOPE, TYP SEE SECTION C� ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN ❑ H ALTERNATE DOUBLE DOOR EXIT1/8" = 1'-0" HANDRAIL BOTH SIDE OF RAMP PICKET SUPPORT RAIL 3 HOLES PER SUPPORT, TYP (2) J" BOLTS. SPACE 2" APART ON CENTER, TYP OF ALL HANDRAIL ANCHORS. TRT 16x16 ABS PAD UNDER POST W/(1) SDS25112 THRU (1) OF (2) HOLES IN POST FOOT TO PAD L07 Ln I I I P55 P55 P55 1 15' Welcome Ramp Systems, inc- Component Aluminum Ramp System for Safe, User -Friendly Building Access. www.welcomerampsystems.com ❑ F TYPICAL SWITCHBACK CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 I LO P55 P55 0 I 0 P55 ❑ DUMPSTER RAMP1/8" = 1'-0" 1-1/211x12"x60" TRACTION TREAD PLANK (+32") 1-1/2"X12"X48" TRACTION TREAD PLANKS 36" OSHA RAIL ON RAMP in P54 P54 R41 I't 8' 10' - 42" OSHA RAIL E TYPICAL ELEVATION (WITH STANDARD RAIL) F6R`3o=INCH oR LOWER SCALE: i"=1'-0" TOTAL PLATFORM HEIGHT. (V SEE DETAIL 6 FOR I CONNECTION DETAIL SEE DETAIL 3 ro B' OR 10' LENGTH OF RAMP SECTION FOR HANDHOLD B 3-1/2" 4'-11" FOR 10' RAMP SECTION 3'-11" FOR 8' RAMP SECTION WELDr EXTRUDED T-BAR SHAPE ON ENDS\_14"x1j"x.120" SQ. TUBE CROSS OF EACH RAMP SECTION & LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP - DETAIL E SECTION. WELD TO LEG POCKETS AND USE (3) (GRADE 5) 1j" EQUAL SPACED BOTTOM OF EXTRUDED L-BAR SHAPE. BOLTS WHEN JOINING RAMP SECTIONS TOGETHER. NOTE: USE THIS RAILING E B TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM HEIGHT GREATER THAN SCALE: J"=1'-0" 30-INCHES. 3"X 1-1 /2"X.125" AL. PLATE W/TECH SCREWS FOR AL 5'X5' v1/S. 3"X1-1/2"X.125" AL. PLATE W/TECH SCREWS FOR ALIGNMENT O w � U LPL _J ry Q � Z CD Q = Z Y 0 Q O LLI U J L<, Qof 0 U) �z 02 Q ❑ J 6'xl5' W/STAIRS & RAMP1/8" = 1'-0" I loll WI I cV \ 4x4xY4 PIER BASE I i,' W/ (2) 5/16"0 HOLES @ CORNERS 4 TREADS W/ 5 RISERS, r I r I - %1-1 ry I 30' RAMP I 15' wi 1 1j"x1j"xj" FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. CODE COMPLIANCE GENERAL NOTES: 1. IBC 2018, CHAPTER 10 COMPLIANT 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS, INC. PRODUCTS PRODUCED THE 2. ANSI Al 17.1 -2009 COMPLIANT STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC 3. RAMP SLOPE, MAX.RISE = 1:12 (VERT/HORZ) REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE 4. CROSS SLOPE, MAX. = 2% STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS, INC. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL 5. STAIR RISE = 7" MAX., 4" MIN. BE LESS THAN 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED 6. DESIGN LOADING: GRADE. 6.1. DECK/RAMP 100 PSF 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. 6.2. STAIR TREAD 300 LBS./TREAD 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. 6.3. RAILING 50 PLF/200 LBS. CONC. 6.4. LATERAL LOAD 500# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS LOADING PER 30-FT RAMP PLANKING: 6.5. WIND LOAD 135 MPH, EXP C, Kzt=1.0 THIS DESIGN IS LIMITED TO GALVANIZED METAL PLANKING MATERIALS. 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. 'D' RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. 7. DOOR CLEARANCE AS REQUIRED BY IBC. PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR LENGTH. 8. STANDARD 3 LINE RAIL FOR COMPONENTS 30" STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. OR LESS FROM GRADE TO WALKING SURFACE LEGS: OF RAMP, LANDING, OR STAIR. LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. • LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. 9. 42" VERTICAL PICKET GUARDRAIL FOR LEG POCKETS SHALL BE 1 .781 " SQ X .125" AL. TUBING. COMPONENTS OVER 30" FROM GRADE TO ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC WALKING SURFACE OF RAMP, LANDING, OR PLATED STAIR. ALUMINUM: • THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. 10. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF 0ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF RAMP, PLATFORM, OR STAIR NOSING. INSTALL 35 KSI. BOTH SIDES OF STAIRS AND RAMP. HAND RAILS: • STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND 11. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. WALKING SURFACE AND RETURN TO WALL OR 0 STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF RAIL COLUMN. 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. 12. RAMP AND RAILINGS TO HAVE CURBS WHICH DO 0 PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL NOT ALLOW PASSAGE OF 4" SPHERE WHERE HORIZONTAL RAILS. ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF 0 HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY THE WALKING SURFACE. ABOVE WALKING SURFACES. WELDING: 13. FOOTING INFORMATION: 0 ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN -PLANT FABRICATION. NO 12"x12"x1-1/2" P.T. WOOD OR 12"02" ON -SITE WELDING IS REQUIRED. PRE -MANUFACTURED ABS PAD REQUIRED UNDER 0 FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND ALL ADJUSTABLE LEGS. 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. B 0 LTS: • 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 #10x14", SELF TAPPING. (3) 1 /2" 0 BOLTS EQUALLY SPACED THRU 1 /4" X 7" STAIR END ALUMINUM PLATE INTOPLATFORM. PLATFORM HEIGHT VARIES 16 GA. X 47-15/16" FLAT GALV. STEEL, TYP. 1/4" x 8" ALUM. PLATE CARRIAGE SEE DETAIL 5 LEVELING FOOT Y4" NOSING RADIUS, TOP & BOTTOM (4) 3/8" BOLTS, TYP. PER TREAD TREADS PER STAIR PLAN -9" 11 " RUN 1 AL. STAIR PLANK, 2%12%51" T 4"-7" RI OSTAIRWAY ELEVATION SCALE: 1 /2"=1 ' \ 42" VERTICAL PICKET GUARDRAIL 12" T-SHAPE (2) s"Ox 4" LAGBOLT, GALV. OR SDS300 @ EACH 5-FT PLATFORM w/BALLASTS TO PREVENT A 4" 0'-1 1 /2" T-SHAPE EXTRUSION END SECTION ADJACENT BUILDING SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION, BOTH EXTRUSION PLATE HANDRAIL END PLATE � SIDES OF STAIR. CONNECTION, SECTION A o RAMP CONNECTION 1 /4" TRACTION 23" _I r 4' LONG X 1-3/4" SCALE: 3' =1 ' TREAD X 1-3/4" X 0.22 1 4'> TRACTION PLANK PLATFORM AL. ANGLE WITH (2) ( TREAD 1 INSTALL BOLT WITH 1" 3/8" TACK SCREWS PLANK MIN. CLEAR IN - INTO POST. WELD N 0 I STRINGER PLATE N HANDRAIL TO ANGLE AROUND HOLE. (TYP.) DETAIL 3 ALL AROUND. 2" x 2" x 3/16" _ HANDHOLD RECEIVER TUBE SCALE: 1/2"=1' I cv 5" LONG (TYP.) I 1 STAIR PLANK, 1 /4" MARGIN, TYP. X 12" X 1 .781 � " SECTION D 48 f-= PLATFORM SUPPORT RAIL & SECTION B CONNECTION TO BUILDING - 0 1-1/2" AL. ANGLE, I I I I RAMP SUPPORT RAIL SCALE: 3"=1' r) DETAIL 1 - STAIR HAND RAIL 3/16" THICK STAIR SCALE: 1/2"=1' SCALE: 3"=1' AL. VERT. HAND RAIL z TREAD STIFFENER N w 1" 1"x 1 i"x.125 SQ. _ 3/4" 12" LONG 1j"x1j"x.125" SQ. THREADED TUBE INSERT. WELD TO ADJUSTMENT 4"x4"xj" AL. BASE PLATE HANDRAIL BOTH SIDE OF STAIR Z X\ J"x2" AL. FLAT BAR THAT // CONNECTS RAMP STRINGERS 4" SQ. TYP. I 23" DETAIL 5 I J"x14" AL. PLATE WELDED TO LEVELING FOOT I EXTRUSION TO MAKE CONTINUOUS PLATFORM SCALE: 3"=1' \ I L SHAPE / I I INSTALL BOLT WITH 1" MIN. CLEAR IN 4" \ / STRINGER PLATE cv AROUND HOLE. (TYP.) w 2" 2" 3/16" BLD2021-0495, NOSING DETAIL I I x x RECEIVER TUBE 0497, 0498 I ------- ---------------- ------ 5" LONG (TYP.) O ° SECTION C RAMP END TRANSITION END LEG SCALE: 3 "=1 ' DETAIL 4 - STAIR HAND RAIL I ' / ` SCALE: 1/2"=1' 3/16" THICK STAIR TREAD STIFFENER 4" HANDRAIL TIE DETAIL 6 HANDRAIL CONNECTION SCALE: 3"=1 ' RESUB Jun 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING UTILITY POLE WITH EXISTING POLE -MOUNT TRANSFORMER FLAG NOTES: DROUTE CABLING OVERHEAD. PROVIDE WEATHERHEADS, MASTS AND SUPPORTS AS NECESSARY. SEAL, FLASH AND COUNTER FLASH PENETRATIONS. D INSTALL NEW WEATHERHEAD FOR INCOMING POWER. CONDUCTORS TO BE SE. SEAL, FLASH AND COUNTER FLASH PENETRATIONS. LEGEND CIRCUIT BREAKER TRANSFORMER GROUNDING PER CODES Ff W:B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com 111111110— 208V OR 240V PANEL IT I TRANSFORMER F❑IC FURNISHED BY OWNER INSTALLED BY CONTRACT' F❑I❑ FURNISHED BY OWNER INSTALLED BY OWNER XXXX AVAILABLE FAULT CURRENT AS INDICATED DFLAG NOTE 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP CONSULTANT STAMP PROJECT INFORMATION WoodWay Elementary School Portable Placement 9521 240th St SW Edmonds, WA 98020 EDMONDS SCHOOL DISTRICT #15 SCHO 1.' Edmonds SCHOOL DISTRICT Each student learning, every day! 03/26/21 PROGRESS REVIEW SET PERMIT SET 04/07/2021 PROJECT NUMBER: 2101 SHEET NAME SITE PLAN ELECTRICAL SHEET NUMBER ENLARGED SITE PLAN SCALE: 1 /8" = V-0" L qw BLD2021-0495 RECEIVED Apr 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT El mOO PORTABLE DIST. PNL P LOCATION EXT. PORTABLES NEMA 3R AIC 22,000 FED FROM UTIL XFRMR CCT CCT DESCRIPTION NO. BRKR --- --- 1 --- 100/2 --- --- -- SPARE 3 5 SPACE 7 SPACE 9 SPACE II SPACE CONNECTED LOAD KVA VOLTS 240 /120 AMPS 250 MCB 250 GROUND BUS LOAD I CCT KVA NO. 0.00 2 6 10 12 DEMAND FACTOR LIGHTS 1.06 125 RECEPTACLES 12.72 100 HEATING 6.91 100 LARGEST MOTOR 9.72 125 OTHER MOTORS 18.36 100 MISCELLANEOUS 0.00 100 KITCH. APPLIANCES 0.00 100 48.77 PANEL P2 LOCATION PORTABLE P2 MOUNTING RECESSED AIC 10,000 FED FROM PDPI CCT CCT DESCRIPTION NO. BRKR --- --- 1 --- --- 20/I --- --- - LIGHTS & FANS 3 20/I RECEPTS 5 20/1 RECEPTS 7 20/1 RECEPTS 9 20/1 CAB RECEPT II SPACE CONNECTED LOAD KVA VOLTS 240 /120 AMPS 100 MCB 100 GROUND BUS LOAD I CCT KVA NO. 0.47 2 0.18 4 1.08 6 1.08 8 1.90 10 12 DEMAND FACTOR LIGHTS 0.35 125 RECEPTACLES 4.24 100 HEATING 2.30 100 LARGEST MOTOR 3.24 125 OTHER MOTORS 6.12 100 MISCELLANEOUS 0.00 100 KITCH. APPLIANCES 0.00 100 16.26 PANEL P3 LOCATION PORTABLE P3 MOUNTING RECESSED AIC 10,000 FED FROM PDPI CCT CCT DESCRIPTION NO. BRKR --- --- 1 --- --- 20/I --- ---- LIGHTS & FANS 3 20/I RECEPTS 5 20/1 RECEPTS 7 20/1 RECEPTS 9 20/1 CAB RECEPT II SPACE CONNECTED LOAD AM, VOLTS 240 /120 AMPS 100 MCB 100 GROUND BUS LOAD I CCT KVA NO. 0.47 2 0.18 4 1.08 6 1.08 8 1.90 10 12 DEMAND FACTOR LIGHTS 0.35 125 RECEPTACLES 4.24 100 HEATING 2.30 100 LARGEST MOTOR 3.24 125 OTHER MOTORS 6.12 100 MISCELLANEOUS 0.00 100 KITCH. APPLIANCES 0.00 100 PANEL P5 LOCATION PORTABLE P5 MOUNTING RECESSED AIC 10,000 FED FROM PDPI CCT CCT DESCRIPTION NO. BRKR --- --- 1 --- --- 20/I --- ---- LIGHTS & FANS 3 20/I RECEPTS 5 20/1 RECEPTS 7 20/1 RECEPTS 9 20/1 CAB RECEPT II SPACE CONNECTED LOAD KVA VOLTS 240 /120 AMPS 100 MCB 100 GROUND BUS LOAD I CCT KVA NO. 0.474 2 0.18 4 1.08 6 1.08 8 1.9 10 12 DEMAND FACTOR I PHASE, 3 WIRE CCT DESCRIPTION LOAD BRKR KVA 100/2 PORTABLE P2 16.26 100/2 PORTABLE P3 16.26 100/2 PORTABLE P5 16.26 DEMAND LOAD KVA AMPS 1.33 5.53 12.72 53.00 6.91 28.80 12.15 50.63 18.36 76.50 0.00 0.00 0.00 0.00 51.47 214.46 1 PHASE, 3 WIRE CCT DESCRIPTION LOAD BRKR KVA 15/2 MINI SPLIT HVAC 2.76 40/2 HVHP 6.48 0.00 15/2 EDH 2.30 0.00 DEMAND LOAD KVA AMPS 0.44 1.84 4.24 17.67 2.30 9.60 4.05 16.88 6.12 25.50 0.00 0.00 0.00 0.00 17.16 71.49 I PHASE, 3 WIRE CCT DESCRIPTION LOAD BRKR KVA 15/2 MINI SPLIT HVAC 2.76 1 0.00 40/2 HVHP 6.48 1 0.00 15/2 EDH 2.30 0.00 DEMAND LOAD KVA AMPS 0.44 1.84 4.24 17.67 2.30 9.60 4.05 16.88 6.12 25.50 0.00 0.00 0.00 0.00 17.16 71.49 1 PHASE, 3 WIRE CCT DESCRIPTION LOAD BRKR KVA 15/2 MINI SPLIT HVAC 2.76 1 0.00 40/2 HVHP 6.48 1 0.00 15/2 EDH 2.30 0.00 DEMAND LOAD KVA AMPS LIGHTS 0.35 125% RECEPTACLES 4.24 100% HEATING 2.30 100% LARGEST MOTOR 3.24 125% OTHER MOTORS 6.12 100% MISCELLANEOUS 0.00 100% KITCH. APPLIANCES 0.00 100% 16.26 0.44 1.84 4.24 17.67 2.30 9.60 4.05 16.88 6.12 25.50 0.00 0.00 0.00 0.00 17.16 71.49 EXIST UTILITY POLE NEW POLE DIST. PANEL P 240/120V-10-3W 250A T /-"\ 1.5"-3#2 CU, 1#8 CU GND 100/2 P3 UTILITY TRANSFORMER 1.5"-3#2 CU, 1#8 CU GND /-"\ 100/2 100/2 P5 250/2 1.5"-3#2 CU, 1#8 CU GND /­\ 100/2 100/2 OVERHEAD AERIAL 3#250 CUV /_'N 100/2 SPARE 3"-3#250 CU GROUND PER NEC CELECTRICAL ONE -LINE DIAGRAM SCALE:NTS P2 100/2 fffF W B ENGINEERSZ Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com HUTTEBALL -POREMU architecture 4010 LAKE WASHINGTON BLVD NE SUITE 320 KIRKLAND, WA 98033 425.828.8948 HOARCH.COM ARCHITECT STAMP CONSULTANT STAMP PROJECT INFORMATION WoodWay Elementary School Portable Placement 9521 240th St SW Edmonds, WA 98020 EDMONDS SCHOOL DISTRICT #15 SCHO 1L UIJ I MU I LV V ff i 1. Edmonds SCHOOL DISTRICT Each student learning, every day! 03/26/21 PROGRESS REVIEW SET PERMIT SET 04/07/2021 PROJECT NUMBER: 2101 SHEET NAME ONE -LINE DIAGRAM & SCHEDULES SHEET NUMBER RECEIVED Apr 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT El mOl Approved by Fire 04/28/2021 AFM ICFLtterer FIRE PLAN REVIEW NOTES: 1. Fire alarm required, will need to be interconnected into main building fire alarm system. 2. Portables need to be individually addressed 1, 2, 3, etc. visible on the outside minimum of 6 inches in height and on a contrasting background. 3. Separate permits for fire alarm. BLD2021-0495 APPROVED PLANS TO BE KEPT ON SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN BLD2021-0495, 0497 & 0498 f nr-nnnir••:-rcr��.E DATE v B i Apr 08 2021 DEVELOPMENT SERVICES _ I REUSE OF DOCUMENTS i HIS DOCUMENT AND 7 ME IDEAS ANO DESIGN$ INCORPORATED HEEREINARC THE PROPERTY OF MODERN BUfLRsNG SYS fEMS INC. AND ARE NOT TO 6E USED 3N WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. SHEET INDEX � SHT. NO. A 0.0 SHEET NAME COVER SHEET _. Current Rev. Rev Issued By Checked By KR A 0.1 , GENERAL NOTES _------ --- -- KR A 0.2 ENERGY CODE NOTES _ KR A 1.0 FLOO R PLAN KR A 1.1 C_LERE_STO RY PLAN KR €A 1.2 A 2.0 �......_ A 2.1 _ REFLECTED CEILING PLAN EXTERIOR ELEVATIONS .. . _.._ •-----E------- € EXATERIOR ELEVATIONS .._........._ € m - -�'R t KR ... KR A 3.0 FLOOR FINISH PLAN (NOT USED) A 3.1 FINISH NOTES KR_ A 3.2 SCHEDULES _ KR �A 3.3 DATA SCHEDULES KR A 4,0 INTERIOR ELEVATION (NOT USED) S 1.0 FOUNDATION PLAN 'KR S 2.0 _ FLOOR FRAMING PLAN (NOT USED) S 3.0 BUILDING SECTION KR S 4.0 S 4,1 FOUNDATION NOTES & DETAILS STRUCTURAL ❑ETAILS KR KR _ S 4.2 _.._ STRUCTURAL DETAILS KR S 4.3 I.E 0.1 _. DETAILS ELECTRICAL LEGEND & NOTES .._..._.._ I KR KR E 1.0 ELECTRICAL PLAN F KR E 2.0 LIGHTING PLAN KR KR E 3,0 ELEC. PANELS & LOAD CALCS. M 1.0 HVAC - EiCHAUSTINTAKE AIR PLAN KR V 1,1 HVAC - SUPPLYIRETURN AIR PLAN KR 13[�ItL7ING SYSTEMS o-AA- APPROVED BY PLANNING I Ra "_ / �_ �, Jun 14 2021 SHEET COVER SHEET PROD. DESIGN MASTER PLAN s�sa© N L'li.i3ifV�_$YS7EMS.INC_ 28' x 32' HIGH EFFICENCY CLASSROOM Ta EPHONE- fWp ) 74y4949 FAX-. (503) 7dg-41J�Q P.G. WX 11 G. 903 PORTER ROAD.6,( NWILLE. OR $7325 Qn ODE N RK OUT � ab G SYSTErdS, NC. Z074 dd �psy5to nsC� ADDRESS DRw -�S+ .I-," JOB# � qF �raSH y 'rl 1543 r'� ECIaF 'fi .til��V SJ O,NL �•` 'PR��FSr r <fGOId D14-13 SHEET # 1 ®. DATE 4I30/14 GENERAL NOTES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL. ;BUILDING CORE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 3. LOCAL. JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. 4. THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL, UNDER THE. FOLLOWING CODES: OREGON BUILDING 2010 OSSC MECHANICAL. 2010 OMSC PLUMBING 2010 OPSC ENERGY 2010 OEESC ELECTRICAL 2011 NEC REV.I DESCRIPTION DEVELOPMENT SERVICES WASHINGTON 2012 IBCIWAC 51-50 2012 IMCIWAC 51-52 2012 UPCIWAC 51-56 2012 WSECIWAC 51-11C 2008 NEC DESIGN CRITERIA GENERAL: CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANCYLOAD DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE ELECTRICAL_: ELECTRICAL SERVICE LOAD MECHANICAL: VENTILATION OCCUPANCY LOAD CLIMATE ZONE HEATING AIR-CONDITIONING PLUMBING: PLUMBING OCCUPANCY LOAD QUANTITY OF PLUMBING FIXTURES STRUCTURAL: ROOF LIVE SNO)I�J LOAD FLOOR LIVE LOAD WIND LOAD SEISMIC VB (NON-SPRINKLERED) 42 FRONT: 10' MIN. REAR: 10` MIN. LEFT: 10' MIN. RIGHT: 10' MIN. 100 AMP 1 PH. 19.1 kVA 30 4CI5B S PV/H P S PV/H P N 0 20 PSF 25 PSF 4.0 PSF Lambda = 1.0 Vult = 140 MPH 3 SECOND GUST - EXP. B BEARING WALL. SYSTEM: Ss = 1.328, Fa = 1.00 Sds = 0.885, RISK CATEGORY 11 le, = 1.0, SEISWC DESIGN CATEGORY D, SITE CLASS D DATE BY SHEET REUSE OF AGENERAL NO i ES DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATEDOF MODERN AREBUILDING DESIGN MASTER PLAN ..._..--. GDERN THE Prtal�Ei?z"r o:: r�aia�RN gva�.niNG � � L3Uil�]1NG SYSTEMS PROD. SYSTEMS INC. AND ARE NOT TO SE USFO OTHER SEOR PROOR JECT CART FORTWITHO T Ai�N13 LDIN,�SY^a7EfM13.IiJC_ 28' x 32' HIGH EFFICENCI' CLASSROOM ❑ RI ER N A OR PROJECT 4ViTHDiJT WRITTEN AUTHORi7Ar1JV_ TEiaPiiO1C' (5D3] 749.49G$FA]C {503j 749.4959 F.O. FOX t10. Wk8 PORTER ROAD. AU'0-.VtLr;, 6R g7325 (>ECK OUT OUR VVE8 PACiE-x+SW.mvC(sinbu3f#-�.ySL�r+1s.c9m IDrrsDewe sul"DING sv&'f[rrs. Ncl. 2D:4 ADDRESS 9 TONAL U `� -j` � ;:UISIttFC �f n lj-,y REG�.t1 h X to JOB## 20 -13 SHEET # A ov 1 DRW f'S DATE 4/30/14 REV. ENERGY CODE NOTES 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH OEESC 303.1.1 AND WSEC C3€33.1.1 AND INSTALLED PER OEESC 303.1.2 AND WSEC C303.1.2 2. BLOWN -IN INSULATON SHALL BE INSTALLED AND CERTIFIED PER OEESC 303.1.1.1 AND WSEC C303.1.1.1 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN OEESC 502.4.1.2.1 AND WSEC C402.4.1.2.1 4_ AIR BARRIER COMPLIANCE OPTIONS: CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH OEESC 502.4.1.2.1 AIR BARRIER TESTING AND REPORTING TO BE CONDUCTED PER WSEC C402.4.1.2.3 FOR THE STATE OF WASHINGTON 5. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED PER OEESC 502.4.2 AND WSEC C402.4.2 6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER OEESC 303.1.3 & 502.4.3 AND WSEC C303.1.3 & C402.4.3 7. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER OEESC 503.2.5 AND WSEC C403.2.5 8. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALE BE RATED PER OEESC 502.4.4 & 603.2.4.5 AND WSEC C402.4.5.2 & C403.2.4.4 DESCRIPTION _Mm..........__...�± DATE _.....__..._..._.. BY ww Apr DEVELOPMENT SERVICES DEPARTMENT .. SYSTEM COMMISSIONING NOTES 1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED PER WSEC C408.1.1. THE COMMISSIONING PLAN SHALL BE USED DURING CONSTRUCTION TO INSURE PROPER INSTALLATION, TESTING AND BALANCING OF BUILDING SYSTEMS AS FOLLOW& MECHANICAL SYSTEM PER WSEC C408.2 NOT REQUIRED (PER C408.2, EXP) LIGHTING AND CONTROLS PER WSEC C408.3 REQUIRED SERVICE WATER HEATING PER WSEC C408.4 NOT REQUIRED (NO PLUMBING) ENERGY METERING PER WSEC C408.5 NOT REQUIRED (PER C409.1) 2. UPON COMPLETION OF CONSTRUCTION, A PRELIMINARY COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED AND PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.2. 3. OPERATING AND MAINTENANCE MANUALS FOR ALL COMMISSIONED BUILDING SYSTEMS SHALL BE PROVIDED TO THE BUILDING OWNER PER OEESC 503.2.9.3 AND WSEC C408.1.3.2. 4. DOCUMENTS, MANUALS AND REPORTS REQUIRED BY WSEC C408.1.3 SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIVING THE CERTIFICATE OF OCCUPANCY. 5. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC 0408.1.3.4. 6. THE BUILDING OWNER SHALL BE TRAINED IN PROPER OPERATION AND MAINTENANCE OF ALL COMMISSIONED BUILDING SYSTEMS PER WSEC C408.1.4. E�:P?R�l5 iVi3717: REUSE OF oocumcwrs sH EI T E R �� ®� �� oI3 € 4-'f 3 TF{:S DOCUMEPJT AMC) THE IDEAS AND DESIGNSOADCERN PROD. MASTER DESIGN tV1ASTER PLAN SHEET # THE PER Y OF M ODER BAo UILDING BUILDING SYSTEMS SYSTEM$INC- AND ARE NOT TOSE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT s002RN RUi1.DiNG 5Y,,STEi�7S� {NC +t � p ry p ry � + t �+ �+ CLASSROOM L of x �G' H V H E FF I L E N LY L LAS S R� � I vE AM1 Rl i TEN ALIT HORi7AllON_ TELEPHONE (5O3) T49.4943 PAX'. (603) 7a-nF5p s P.V. SOX 710. 903 PMT ER ROAD. AUMSVILLE. OR M 325 AI�DREa�rB DR4'V TS 1 DATE .r.i�, F 3 1 MOD RN urIDNrlOtIR PAGE. g. dembuauagsys"n' 0 MODERN SCiY i7BtG SYST�i�7S. INC.3NC. 2074 REV.I DESCRIPTION 2 32' - 0" I , _.......-. .......... . — SIMP. LTT19 - TYP. z _ FLOUR I FLOOR ROOF I I � 11 4 3 S 4.2 $" x $" FLUOR ACCESS S 4.1 S 4A AT FLOOR MARRIAGE 5 4.3 ROOF 't, BOLTS (TYP, 4 PLCS) 1 T.i LJ I I 4 "\ 1 �2 I m FIELD INSTALL (2) 4- x 8' — MAGENTIC WHITEBOARDS, (4) 5f8" DIA. M.B.`S WI NUTS & 'I t FLOOR NO SPACE BETWEEN l WASHERS - 1'-Q" FROM ENDS, AND EQUALLY SPACED ' I �' CLASSROOM � 0 FLOUR ROOF ROOF I I _Al2 IDF S4.I {€ S4.3 N Apr uu zuci DEVELOPMENT SERVICES DEPARTMENT CLERESTORY WINDOWS SHOWN DASHED FOR REF. SEE CLERESTORY PLAN SHT. A1.1 now I � � FLOOR PLAN DATE BY SKEET FLOOR PLAN REVS IF OF Docs�a4FNrs DDERN THIS DDCUMEN T AND THE 1OFAS AND DCSIGNS INCORPORATEDFMODE N BUILDING ARE DESIGN MASTER PLAN Tii�r. PROPERTY OF MODERN SlP1Li]fNG BUILDING SYSTEMS !'ROJ. SYSTEMS INC. AND ARE NOT TO 8E OTHER 0LE OR N PARI PROJECT DRAT MOD RNSJ1s03NGSYSTEA•'S INS `�S' }G 32' HfGH EFFICENCY CLASSROOM F]TFiE}2 USE CR PROJE CT NdIT'HOLIT WRIT' EN AUTHORIiAT ION, Iaw F.P40NE: (=a 749.049 PAX (533) 749 435 P-U- SOX I-W. 9493 PORTER RW. AWASVILLE, OR W32S i CHECK OUT' 4IUR W; B PAGES mvw.modCmhvd' nnsyriems.cvm ADDRESS MODERN FN31U)ING EYST>rPAS. NC. 2014 A•� run 08 jXT# 4-�13 SHFa0 DR`TS 1 DATE 4130/14 011 cl — C4 REV I DESCRIPTION 11 REFLECTED CEILING PLAN K REFLECTED CEILING SYMBOL LEGEND LED PENDANT STRIPLIGHT ( INELiTE SERIES 16 LED 2 ) WALL MOUNTED LIGHT FIXTURE (LITHONIA MDL## OLWP) CEILING FAN (HAIKU MDL# K3150-X2-PW-00-01-A) a AUTOMATIC DAYLIGHT SENSOR DATE 6Y SHEET p- -- - ._..... REUSE OF DOCUMENT$ R E F L F CT E D CEILING PLAN THIS DOCUMENT AND THE IDEAS AND AUDERN DESIGNS INCORPORATED IJEREIN ARE Apr 0s l SYSTE�ASPINC AND ARE NOT TO BENc BUILDING SYSTEMS P ©J. DESIGN MASTER PLAN USED IN ;WHOLE OR IN PART FOR ANY r� DEVELOPMENT SERVICES _M _____ T OTHER USE M iJERN8f13Lt7{N SY L C. 28' x 32I HIGH EFFICENCY CLASSROOM 6NR,TTEN AUTHORIZATION- TC4[FFiON✓_: Esas) 74n-00 tax: R5a31 r04esa '••'""' --�--' P.U. BOX t IQ 9493 PORTER ROAD. AUf.TSK3 5, OR 97325 CHECK OUT OUR WES PAGE: w-w+.rricdernL�Tni: ysy51cros.r�m A������ (] W)M RN BU2LOiNG SYST'Ef,1.S, INC. 2014 A. R lw; ��• . �.iis•rt'� .Sil t JOB## 204-13 SHEET ## 1.2 !)Rw TS f DATE 4/30/14 REV.1 DESCRIPTION •----crrrTn--�rno,vlvvo-----• -• - - DEVELOPMENT SERVICES DATE l BY 1 FRONT ELEVATION 3r163' = V-0" RIGHT END ELEVATION REVSM OF DOCUMV NTS THIS DOCUMEWAND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE d#AUDERN THCPROPFRTYOFMODE RNBUILDING BUILDING SYSTEMS SYSTEMS INC- AND ARE NOT TO SE USED IN W HOLE OR IN PART FOR A 4Y OTHER USE OR PROJECT WITHOUT MODrRN BLiELDIW S7•$'[ES�IS_ 1NC. WRITTEN AUTHOR 17A7 ION. TELEPHONE; [so3}} 7d8aasa9 xnx: [sor} ?49-@ P.O. SQX 1w. m PORTER ROAD, ALRASVILLE, OR W325 C3iECKOUT OLM WiM PA0E: mrw.mocomtru35i:gc; sECros-c (�)NF41D RN BUfL DNG SYS7 E},1,4, INC. 2014 1 Plato 1 1r8" )Floor (T— ("OFF )of/ Plato 8'-11rs" Sub-F(aar o' - oil . -. OPC601! E YF;RES `MIS/ 14 SHEET EXTERIOR ELEVATIONS J° 2014-13 PROD, DESIGN MASTER PLAN SIAEET 28' x 32' HIGH EFFICENCY CLASSROOM Aj R 0 ADDRESS DRw TS DATE 4f30/14 REV.I DESCRIPTION DEVELOPMENT SERVICES [SATE REAR ELEVATION aof 1 Plate Sub -Floor U -o„ 7TH COLOR PLUS PANEL C WHITE) )of/ Plate - • :nuaeu� . r0'C1egcRFR ^u Sob-Floor`��on���`� �rQ RRr� n LEFT END ELEVATION »�F 3!16" 1 --0" `� g BY sTEXTERioR ELEVATIONS Jo2014-13 REUSEOF DOCUMENTSTHIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE OBERN THE PROPE_RTYOFMODERN BUILDENG A BUILDING SYSTEMS PROD. DESIGN MASTER PLAN SHEET SYSTEMS INC. AND ARE N07 TO SE USED ENWHOLE R IN TWIART FORANY M�F�FrBUILDIN1_SYSTEMS.INC. 2S' x `HIGH EFFICENCY CLASSROOM1 OTHER USE OR PC•tO.iECT WITHOUT WRITTEN AUTHORIZATION- T�L�p�1(593j 349-4049 r"AX: I10a) 749-t950 P.O. UOX I10, 94 9S PORTER ROAD, AIJM$MLLE, OR R7325 DATE j�j / C irzCEmoo flU7 OUR Nm, YgGE:vmw'-.. lamhu?+3irgsyslerrrs.com D EC -SS L"w TS LSAT E 4j30114 Q !.S{]1]ERN B[1lL61fr'G SYSY�.N1„K, 3Nf:. 2U5C Av❑I�GSS FLUOR CONSTRUCTION FINISH: CARPET TILE. & WALK -OFF MAT (BY OTHERS) BASE: 4" VINYL THRU-OUT (BY OTHERS) UNDERIAYMENT: 318" CCP THRU-OUT SUBFLOOR: 3/4" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) JOISTS: 600S250-68 (50 ksi) C.F. STEEL AT 2'-O" O.C. RIM JOISTS: C8 x 11.5 STEEL. FY=36 ksi INSULATION: R-46 (7) QUIK-SHIELD 112 SPRAY FOAM INSULATION (ESR-2003) 6" DEPTH BETWEEN JOISTS W/ V CONT. DEPTH BELOW JOISTS BOTTOM CLOSURE: NONE EXTERIOR WALL CONSTRUCTION PLATE. HEIGHT: 8'-1 1/8" FINISH: CEMENT FIBER SIDING OVER RAIN SCREEN SHEATHING: 112" CDX STUDS-, 2 x 6 HF STUD GRADE AT 16" O.C. (WSEC INTERMEDIATE FRAMING) INSULATION: R-21 U (FIBERGLASS BATTS) ALL. HEADERS TO HAVE MIN. R-12 RIGID INSULATION BETWEEN HEADER AND EXTERIOR SIDING OR SHEATHING INTERIOR FINISH: 114" TACK WALL 8'-0" HIGH OVER 5/8" GYPSUM BOARD. 518" GYP. BD. TAPE, TEXTURE & PAINT ABOVE 8'-0" AT END WALLS (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) 6�01121wflfrkL REV.I DESCRIPTION DEVELOPMENT SERVICES DEPARTMENT DATE m CEILING NOTES CEILING HEIGHT: VAULTED CEILING FINISH: 5/8" GYPSUM BOARD W/ TAPE, TEXTURE AND PAINT (ACTS AS AIR BARRIERl ROOF CONSTRUCTION I ROOFING: 24 GA. STANDING SEAM METAL OVER 30# FELT s I SHEATHING: 7/16" O.S.B. (24/16) I!i rP FRAMING: 2 x 12 HF #2 & BTR AT 24" O.C, � II BEAMS: (2) 3-118" x 21" DFIDF 24-F V4, C=518" GLB'S W {�{--� --- I (ARCHITECTURAL. GRADE) 0 T T I:• INSULATION: R-38 (CELLULOSE) W/ FS-25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) TYPE 'A' OVERHANG: 24" SOFFITS: FIBER CEMENT VENTED SOFFIT ROOF PITCH: 2.5 IN 12 RIDGE VENT: FIELD INSTALL EXTERIOR NOTES CORNER BATTS: FASCIA: 1 x 6 BARGE: 1 x 6 GUTTERS: 5" FASCIA DOWNSPOUTS: 2 x 3 RECT, REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DFS1GdS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR V PART FOR ANY OTHER USE OR PROJLCT WITHOUT WR"FN AUT'H'DRtZA71{7N- 4' 0" TYPE'B' WINDOW y�'TYPES 1 ... 1 /411 -- .tII'-011 1 WINDOW SILL SHEET FINISH NOTES PROJ. DESIGN MASTER PLAN 4' - 0" co f Ec f.......... GYPSUM BOARD SURROUND 1 x SILL INTERIOR FINISH NQUERN INC_ I 28' x 32' H IGH EFFICENCY CLASSROOM 1CLEPHONE!,5(13] SAX! (5`J3) 2'49.6950 P.Q. B0X 110. 9493 PORTER RDAD. AUMSW,LF., OA 87325 CHECK OUT 04ik WEB PAGE: w mw nmtHACapSvsteME.c . DRY TS @MODERN SUJ LONG SYSTEMS, ttiC. 20 f{ ADDRESS TYPE 'C' A- o i�'jj rRt- EXPip. ES I.'ilrfs JOB# A14-13 SHEET # J. A� DATE 4/30/14 REV. DOOR SCHEDULE _.._.... u......... �__...._..Size � _ Lite T � Frame T Mark 1/Vidth Hei I�t Thicknesst_.-__swing Gore Face_ Door Finish Lice Sizes yp y 1 3' - 0" ' - 8" 1 314" LHOS j HM _ __ MTL PT HALT" mm � DL#AL 1 LOWMERI ARGON ! � HM 1 2 3' - D" 6' - 8" L 1 314" ! RHOS 1 HM MTL PT HALF ; DUAL 1 LOW E 1 ARGON 1 HM TMP NOTES: 1, CAULK AND SEAL ALL EXTERIOR DOORS 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (U.N.O,) 3. ALL DOOR LEADS 4-112" U.N.O. 4. ALL DOORS TO HAVE AN OPENING FORCE NOT TO EXCEED 5 POUNDS Frame Finish Throat R.O. Type 1 Hdw Group Fire R PT 81I4" A 1 ? PT 8 1 /4" A WINDOW SCHEDULE Mark Court I Width ' Height Type Frame Glass SHGC U-VAL Air Leakage Ext.�Trim ; Ini Trim A 4 6` - 0" 6' - 0" SH 1 1 AL I TI _ DUAL 1 EDGE GUARD 1 ARGON 1 SUN COAT LOW E l3.31 1 0.38 MAX..20 - GYP FIXED ; CFMIFT2 B 2 4 ._...._- 3 4' - 0" 4, - 0- _ 2'- 7 '1116" u - 8 _ FIXED _ FIXED AL I TI AL I T1 .._......._...._........ ._...�... ._......�...�.._ DUAL I EDGE GUARD 1 ARGON I SUNCOAT (LOW E) _ DUAL / EDGE GUARD / ARGON i SUNCOAT (LOW E) 0.33 0.33 0.33 _ 0.33 MAX..20 CFMIFT2 MAX. .20CFM/FT ' -.. [ - --- . GYP GYP C Door Header. U-Va1ue 4x6DF#2 32 4 x 6 DF #2 •__• •_•• .32 Remarks Window Header Comments MIN. (2) 2 x 10 DF #2 MULLED 3 PANELS, FABRIC BLINDS, LAMINATED PANELS ADJACENT TO DOORS TO BE TEMPERED FABRIC BLINDS FABRIC BLINDS NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS HARDWARE SCHEDULE GROUP #1 GROUP #2 GROUP #3 GROUP #4 GROUP #5 GROUP #G GROUP #7 1-112 PAIR BUTTS PANIC/PULL RIM CYLINDER CLOSER WEATHER-STRIP DOOR BOTTOM 1/2" MAX. ACCESSIBLE THRESHOLD AL ALUMINUM AFF ABOVE FIN. FLR. AO ALPINE OK BA BRONZE ANODIZED BV BOTTOM VENT CDR CEDAR CLR CLEAR CS CAULK & SEAL FGL FIBERGLASS FP FACTORY PRINTED FPT FIELD PAINTED HB HARDBOARD DESCRIPTION DATE BY _---.. u........�.........---- --R- 30 -_ Apra8 202'I-- -------------------------------- F EDMON6&-------_ DEVELOPMENT SERVICES DEPARTMENT ABBREVIATIONS HC HOLLOW CORE HIM HOLLOW METAL INS INSULATED KID KNOCK DOWN LH LEFT HAND LHR LEFT HAND REV MTL METAL SC SOLID CORE TTP TAPE, TEXTURE, PT NRW NARROW (LITE) SF STOREFRONT VWS VINYL WRAP SURR. PF PREFINISHED STN STAIN WD WOOD PT PAINT T1 THERMALLY IMPROVED WLD WELDED RH RIGHT HAND TIM TIMELY FRAME RHR RIGHT HAND REV. TMP TEMPERED SHEET �H�7UL� REiiSE OF DOCUMENTS T HIS DOCUMENT AND THE. IDEAS ANDDINERN THEPR511-RQIOFMODERNBUINAR DESIGN MASTER PLAN THE P3{J!'CRTY OF �noDc�uv BUILDING .�.� . BUILDING SYSTEMS PROD. SYSTEMS INC. AND ARE NOT 3-0 RE USED IN USE OR OR IN PART HOUTOR MMERy��1 Nc sY T nns INc. 28' X 32' HIGH EFFICENCY CLASSROOM OT1.3ER LiSE OR PROJECT LYiTfiOLfT WRITTEN AUTHOR IZATiON- TELF.P$10J ✓n: f:A3j 749.49+19 FA(-, f.59317a"- 50 P-R. 8G'X F $0, NG33 PORTER FMAD. AUI ISL'€LLE. OR. 97325 CHECK OUt OUR WEB PAGE: vexw3nedembulldepsys!er.is.cori ADDRESS 0 mxmER?� Sup ❑ZNQ SYSTEMS. INC. wl4 SHEET # A DRw TS DA7 zti�3 f�Sc�r1ST�R�t�. ti'w E.G� ly4;i ")4k' R_ E I.�r;1'11� 014-13 e2 4/30/14 T REVS I DESCRIPTION A 1 S 4A ------------ �irrr�irrrir DEVELOPMENT SERVICES DEPARTMENT 12 2.t) L__" CLASROOM TYP, FLOOR ASSEMBLY I UNDERLAYMENT SUBFLOOR FLOOR JOISTS INSULATION: R-46 (FOAM) 4 S 4.1 �] (/�.��` BUILDING SECTION ....., 3 81F = 1 F-0" TYP. ROOF ASSEMBLY ` A ROOFING SHEATHING RAFTERS INSULATION; R-38 (CELLULOSE) CEILING FINISH 8'-0" HIGH TACK WALL. - TAPE, TEXTURE AND PAINT GYP, i BOARD ABOVE AT END WALLS DATE I ICYHEETBLL3fVG SECTION E E2EUSC Of DOCUMENTS THIS DOCUMENT A?4R THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE OACIDERN THE PROPERTY OF MODERNBUILD;NG BUILDING SYSTEMS PROD. DESIGN MASTER PLAN I SYSTEMS INC. AND ARE NOT I'D E3E .... �„ .._._.... ..�..�,._�. OTHER USE OR OR EC7 RT WITDR,�3+1'{ ;h4Q.ER aU.ILDINSG SYST_ EM,j 28' x 32' HIGH EFFICENCY CLASSROOM DiHEii USE OR PRf3,lECT WITHOUT WRIT i EN AUi7-H]RIZATION. I EUEPHQNrF (5C3) T49•4949 FAX: J5 ) 749-495' P(). SOH f 10. 9493 PORT&Jq RQAD, AUMd W43SE, OR W325 CHt;CK Qt3Y OUR WE8 PAGE: — AB DRESS f 0 MomQ 2N SU4.0ING SYslcma. INC. 2014 Roof E Plate S' - 1 1f8" WAa01'a aTATI-111_11W:.E%$Ia1&14.1W� SIDING OVER RAIN SCREEN SHEATHING STUDS INSULATION: R-21 (BATT) INTERIOR FINISH Sub -Floor j ry onFF 0 - Grade � PEki:S 1J!;•3!YL JOB# 2014-13 SHEET 3.0 DRW TS [SATE 4! 30f 14 1. CONTRACTOR SHALL. VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS, ROOF DEAL] LOAD ROOF SNOW LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD mil I I"Ta101 12 PSF 25 PSF 10 PSF 40 PSF Lambda = 1,0 Vuit = 140 MPH 3 SECOND GUST - EXP B SEISMIC FOUNDATION SYSTEM., Ss = 1.328 Fa = 1,000 Sds = 0.885 RISK CATEGORY II le = 1.0 SEISMIC DESIGN CATEGORY D SITE CLASS D 3, EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 POT, AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATF, TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR INANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SMALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. REV.I DESCRIPTION TYPICAL FOOTING 1 112" = 1'_0" C8 x 11.5 RIM #12 x 3" TEK SCREW, 114" DIA, HOLE AT 'C' CHANNEL DRILL AT PLANT (2 - PLCS EA. PAD) WEDGE SHIM (2 - PLCS) (2) P.T. 2 x 8 x V-10" L. W/ (8) 12d'S (2) P.T. 2 x 12 x 16" L. REMOVE ORGANIC SCRATCH - PREP WI 5/8" GRAVEL AS REQ'D C8x11.5RIM #12 x 3" TEK SCREW, 114" D IA. HOLE AT 'C' CHANNEL DRILL AT PLANT (2 - PLCS EA. PAD) WEDGE SHIM (2 - PLCS) (2) P.T. 2 x 8 x V-10" L. WI (8)12d'S T w h b (2) P.T. 2 x 12 x 16" L, WI (2) ROWS 12d AT 6" O,C, REMOVE ORGANIC SCRATCH - PREP WI pjj 5/8" GRAVEL AS REQ'D 15L31 (2) P.T. H F #2 6 x 8 x 3'-8" L n 2 END_ WALL COLUMN FOOTING J LXPkRtS 72.11'Vl; DATE BY REUSE OFOOCVMENTS THIS DOGUMFENT AND THC IDEA$ AND URIER14 S���T FOUNDATION NOTES & DETAILS �O�# 2 14-13 DES THEEGNS INC ORPORATED HEREIN ARE PROPERTY F MODERN BUILDING �' BUILDING SYSTEMS PROD, SHEET 9 DESIGN MASTER PLAN�+�+�7 ~€�� 2021 vV SYSTEMS WC. AND ARE N011-OBEUSE SE OR OftSNPARTr=ORANY OTHER E1SE OR PROJECT WITHOUT OTHER USE MODERN BUftiJ1NG_$YS7LAAS INC. �� r ; 2U x 32 HIGH EFFICENCY CLASSROOM DEVELOPMENTSERVICES DEPARTMENT --- WRITTEN AUTHORIZATION- TELEF1tONE: (543] 78"aO RAY: (W0 ) 749.49RT, P.O- BOX 19V, 9d93 PQ RTE.R ROAD. AVMAL9 LC, OR 97M CltFCK OUT 0) WDHR118° D G • Ys n ws. roc. i w,�w�Q�ara�,s-w.� .0 ADDRESS DR TS D E 4/30/ 14 (2) 1-112" DIA. VENT HOLES SCREENED PER RAFTER BAY 2 x 4 DF #2 WI (4) 12d EACH END AT 24" O_( E" r FASCIA CEDARMILL VENTED SOFFIT J (ARTIC WHITE) SMOOTH COLOR PLUS PANEL 8' HORIZ. PIECES (ARTIC WHITE) 4'-0" MIN, PLATE SPLICE WI (12) 12d EA. END - TYP. SIDING OVER RAIN SCREEN REV.1 DESCRIPTION 2'-0" 0 _TYP. SIDEWALL EAVE DETAIL 2x RIM JOIST WI (3) 12d VENTED RIDGE CAP Wf FILTER FABRIC � END NAIL TO EA. RAFTER SHEATHING 2 x 3 FILLER x 9" L. AT 24" O.C. W/ 12d EA, END ROOFING RAFTERS INSULATION WI FS-25 �i CEILING FINISH � 1 12d AT 24" D.C. CEILING FINISH 12d AT 6" O.C. INSULATION WI FS-25 INTERIOR FINISH (4) 518" DIA, M.B.'S OR THR'D ROD W/ NUTS STUDS W/ INSULATION AND WASHERS - V-0" FROM ENDS & EOUALLY SPACED STUDS WI INSULATION - INTERIOR FINISH 1/2" DIA. x 3-1/2" WELD STUD WI NUT & WASHER AT 6'-0" O.C. SHEATHING UNDERLAYMENT SUBFI.00R SIDING OVER INSULATION RAINSCREE.N a�,.--- -- ' f � I HOLD PLYWOOD & ROOFING 718" BACK FROM E.A. SIDE OF RIDGE TURN UP METAL ROOF EDGE, CLIP AND CAULK - TYP, L.V,L, TO END RAFTER CONNECTION SEE DETAIL (4lS4.2) SIMP. LU26 WI (4) N'IO'S AT JOIST & (6) 10d AT BEAM RIDGE BEAMS - CLEAR FINISH 1 x 3 HF TRIM ROOF MARRIAGE DETAIL ill _ 1I 0;! (4) 5f8" THREADED ROD Wi NUTS & WASHERS AT T-0" FROM ENDS, i 8„ AND EQUALLY SPACED .__ REMOVABLE ACCESS UNDERLAYMENT HATCH EA. SIDE OF SUBFLOOR MARRIAGE AS SHOWN i ON FLOOR PLAN FLOORBLOCKING TYP. ',: JOIST . 2x4BL CK 118 C8 x 11.5 RIM 4. f+ FLOOR JOIST CONT. FILLET, ONE .--,...-_......................................__.: -._. INSULATION C8 x11.5 EXPOSED STL. ]............_........_............_......_.........._..........._........ ......_ FRAME, PRIME AND ! �� CONT. FILLET, ONE SIDE, SIDE, EA. JOIST.,,�,_1 ;. ..T TO RIM - TYP EA% JOIST TO RIM - TYP, TYP._..._ _..._ _._ 01 0 SIDEVIWALL FLOOR DETAIL FLOOR MARRIAGE DETAIL DATE BYREUSr OF DOCUMENTS SHEETSTRUCTURAL DETAILS --- THIS DOCUMENT AND THE IDGAS AND DESIGNS INCORPORATED HERE -IN ARE AWA` Q•-'r"one- THE PROPERWOF MODERN BUILDING BUILDING SYSTEMS PRO J• DESIGN MASTER PLAN p o L V G 1 SYSTEMS INC. AND ARE NOT TO BE; _ OTHEIN SEOLEORJ PART iHO T MODERNF}i1€LD1NGSY�T iiE�3�(C 28' x 32' HIGH EFFlCENCY CLASSROOM DEVELOPMENT SERVICES � OTHER USE Oil PROJECT W1TtiOL1i' WRITTEN AIJTHOMZA E ION. 'fl:LV'fQNE: f50 , 744-i9d8 PAX [S03 738.4550 DEPARTMENT —'�—' PD. BOX 110. 8493 PD'RTrR PQAD. AljMSMILLE. OR 0782S _.F.l...v..^....^. �chECK LJTO;RN t.aNSGSYSi'SPhS INC�TIit 7,4 6uHdinO.vyyfems.�a� ADDRESS A , 1FnSyS& . 3 �fl �sx� [-j •�:u�rae Jt %Y E ?:PInF� 3j:1?iG ao� 204-13 SHEET #� VR°vTS I DATE 4f30/14 (3) 12d SCREWSHANK - 21 _ all OUTLOOKER TO RAFTER (3) 12d ROOFING SCREWSHANK GABLE TRIM . =. (3) 12d BARGE � � J 2 x 4 DF #2 1 / RAFTERS SUB -BARGE SOFFIT FINISH 2 x 6 DF ##2 OUTLOOKER FLAT AT 48" O.C. 1 � INSULATION Wf , 5-25 1 - CEILING FINISH SIDING OVER RAIN SCREEN A-� � STUDS WI INSULATION STUDS W1 INSULATION SIMP, LTT19 WI (8) NIO'S AS SHOWN ON FLOOR PLAN SIDING OVER RAINSCREEN TYP. GABLE END DETAIL 1 -p 11tS i_7 C8 x11.5 EXPOSED STL. FRAME, PRIME AND PAINT REV, I DESCRIPTION INTERIOR FINISH 1 f2" DIA. x 3-112" WELD STUD WI NUT & WASHER AT SIMP LTT19 OR MAX, 6'-0" O.C. ELSEHWERE UNDERLAYMENT SUBFLOOR SOLID BLOCKING - MIDSPAN, (2) BAYS AT EA, END SIMP. CS18 - MIDSPAN, - ATTACH TO EVERY JOIST Wf ##10 x 518" TEK SCREW INSULATION MNDWALL FLOOR DETAIL E 1 =1 1-011 DEVELOPMENT SERVICES DATE TYR FRONT RAEL C-CHANNEL CONNECTION AT CORNERS 5/8" THREADED ROD WJNUTS AND WASHERS C8 x 11.5 RIM n EN7iNA1 L FLOOR MARRIAGE DETAIL \1 1 1I21' = 1'-0" SIMPSON CS18 WI (4) N 18'S EACH END - TYP. DBL. END RAFTER .m •TYP, rr PLAN VIEW AT CHORD TIE +� BY _ SHEET .REUSE OF DOGUMcN75 STRUCTURAL DETAILS THIS DOCUMENT AND THE IDEAS AND DESIGNS iNCORPORA7ED HEREIN ARE — THE PROPERTY OF MODERN BUIE DING BUILDING SYSTEMS PRO.. DESIGN MASTER PLAN SYSTEMS INC. AND ARE NOT TO RE USEOIN USE RODEOR IN TWITHART RANY 28' x 32' HfGH EFFICENCY CLASSROOM C77H%R USE OR PROJECT WE71-EOEiT hiODERN i3L+1�C}ING srSTEFA�,113r'z,, WRITTEN AUTHOREZA7ION. 7CiEPHi7hc: i5U3y 7de_d9a9 FAX 15u3y 70-4*5 — P.C. BOX i to 94 N3 POR7ER+ROAO• AU EMLLE, OR 97325 CFIECx ❑jT OUR WAS PAGE: wuw.mo mhui ngsystems.co:n ADDRESS {7c ?-'ODERN BUILDING SYSTEMS, HNC. 2Did DRw TS RHEAD Y jO o14-13 SHEET # a DATE 4/30/14 ELECTRICAL SYMBOL LEGEND 20' LED PENDANT STRIPLIGHT FIXTURE +96 A.F.F. DL-P = DAYLIGHT ZONE - PRIMARY DL-S = DAYLIGHT ZONE - SECONDARY E WALL MOUNTED LIGHT FIXTURE +86" A.F.F. PC = PHOTOCELL 'VVP w WEATHERPROOF M CEILING FAN +96 A.F.F. AUTOMATIC DAYLIGHT SENSING CONTROL qD DUPLEX RECEPTACLE +17" A.F.F. (U.N.O.) GFI = GROUND FAULT INTERRUPTER WP = IN USE WEATHERPROOF COVER WR = WATER RESISTANT RECEPTACLE $OS OCCUPANCY SENSOR SWITCH WV MANUAL ON I ,JUNCTION BOX ( THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS ❑ DATA/PHONE BOX AT +17" A.F.F. W13V4" CONDUIT TO €DF BOX CLOCK/SPEAKER BOX AT +88" A.F.F. W/ 3f4" CONDUIT TO IDF BOX DISCONNECT M AUDIO V VISUAL FIRE ALARM (RACEWAY ONLY) +86" TO CENTERLINE I O fAV] REV.I DESCRIPTION MANUAL PULL STATION (RACEWAY ONLY) +46" TO CENTERLINE VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE AUD€OVIVISUAL BOX (4" x 4" x 2-1V8") PROVIDE 1- 1/4" DIA. FLEXIBLE CONDUIT BETWEEN BOXES ELECTRICAL NOTES 1. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING AND METAL CLAD CABLE 2. EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT TYPE Wf IN USE WEATHERPROOF COVER 3. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE SERVICE OR FEEDER PER NEC 225.30 & 230.2 4. SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER NEC 230.70. FOR BUILDINGS IN THE STATE OF WASHINGTON SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER WAC 296-46B-230 5. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO MECHANICAL UNITS) SHALL BE PROVIDED PER NEC 424.19 6. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO WATER HEATER(S) SHALL BE PROVIDED PER NEC 422.31(B) 7. GASKET ALL EXTERIOR WALL BOX PLATE COVERS ELEC. PANEL 100 AMP 1201240V MIN. 1-1V4" SCH 40 PVC SINGLE PH. OR EMT CONDUIT WV (3) #3 XHHW-CU (MIN. 1 OK AIC) #4 BARE CU TO GROUND ROD NOTE: EMT CONDUIT SHALL NOT BE USED WITH UNFUSED CONDUCTORS INSIDE BUILDING LINES FIELD VERIFY AIC RATING REQUIREMENTS BUILDING V SERVICE DISCONNECTING MEANS MUST BE LOCATED ON OR WITHIN 15 FEET OF THE BUILDING AND MUST HAVE LABEL IDENTIFYING ITS FUNCTION AS THE BUILDING DISCONNECT PER WAC 296-46B-225 ONE -LINE DIAGRAM NO SCALE DATE _m._ .. _.. Y sHEETELECTRICAL LEGEND & NOTES REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND AID DE&GNS INCORPORATED HEREIN ARE 00DERN Apr 08 2021 Sys EMSINC.AANDAREOT OB°'�'G BUILDING sYsTEl�s PR°J. DESIGN MASTER PLAN OF EDMONDS_-------------------- OTHER N USE CJOJECTWPART FORUT MDIIFRidBL114DiWG5Y53'Eh95 (3r� 28' x 32` HIGH EFFICENCI' GLA55RD4M DEVELOPMENT SERVICES 07HER USE OR i'ROSCCT WITI-;pE}"i WRITTEN A[]TF;Oji{Z 7TIl�f+l. i MEPNONE! (503) T49.49d4 T AV 5G3 74S•4 959 ...___.J]EAARTMFNT -- """""" t P.O. &DX 110. 94fl3 PORTER ROAD. AiJHSV[LiE, DR 97325 ! CHCCK OUT OUR WkB PAGE: wrrr.iap1lemhuiming yr,Vems-rom ADDRESS I * MODERN 8VILDINC, SYST&ASS. 0G. 2014 r ELF ri A.,y/+ `- �� .may i^• P 2s5a3 � rE'CiSTR�fl �; �SS10MAL FyG PR��cr /A. k-r>q Ei;}'IF�'� r 1IIG JO V 014-13 SHEET # E .1 1 DATE 4130/ 14 REV. DESCRIPTION REC mm € DATE.. BY Apr 08 2021 w • - + ='OF-EIYMDNDS' -- - DEVELOPMENT SERVICES i 1� ,{ L.._LL� V 1 t N[ VT11.._ r- L.Y11 N I 3/1 `+11 11-01f RFUSE OF DOCUMENTS �'AADDERN T ELECTRICAL PLAN TtilS DOLL€tJE'h�T AiVB THE IDEAS AND D£SIC145 INCORPORATED HEREIN ARE...... .. THEBROPERTYOf%A017ERNBU1LD7NG BE.filw.DING SYSTEMS PROJ. DESIGN MASTER PLAN SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MQQERN A1ti ING SYSTEMS. we r r OTHERUSEAOR UTHORIZATION, WITHOUT 28 x 32 NIGH EFFICENCY CLASSROOM 1NR€TEEN AUTHORIZAT€QN, 7ELEAitO7JE= (5m) 71149 g F.AX; €503j 74"M P,Q. BOX i 10. 9a93 PORTFR RCIAD. AUMSVtLLE. OR 97FU5 -- -- CHICK OUT OM WF.B PAGE:.rw .modemir2ldrnpsyslems.rJ;n+ ® IHG iNCDi�YU TS MODERN Bi3FLDSYSTEMS, - 2014 ADDRESS c� •ssfon�as. ��G t s%i c ■G '� . UCj &R RF5■ JOBA 201 -13 SKEET # E 1 ' 0 DATE 4f 30114 f (2 .............. LIGHTING PLAN NOTES OCCUPANCY SENSORS} IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM. LIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY, ACTUAL WIRING FOR CONTROLS (I,E,: SWITCHES, OCCUPANCY SENSORS AND DAYLIGHT SENSORS) SHALL BE PER CONTROL MANUFACTURER'S SPECIFICATIONS AND AS NECESSARY TO MEET THE CODE REQUIREMENTS FOR EACH CONTROL. AND THE LIGHT FIXTURES CONNECTED TO IT. REV, I DESCRIPTION DATE BY ---- SHEET LIGHTING �+ PLAN V ...v..... .. - RrUSE OF DOCUMENTS � L . V THIS DOCUMENT AND THE IDEAS AND DESIGNS iNCORPORATFD HEREIN ARE Apr 08 2 221 _~~ SYs EM RTY OF MODE RN AND ARE NOTTOIBEING �. BUILDING SYSTEMS o • DESIGN MASTER PLAN USED IN WHOLE OR IN PART FOR ANY ��77 r� �7 OTHER USE OR PROJECT WITHOUT meafw F2N,SUILDIh{� SYSTEA1s IiHC- G $' X 32' H ! G H EFF � C E N CY CLASSROOM DEVELOPMENT SERVICES WRI I- t�N AUTHOiRIZAT1QN, RThm:NT TKI:PJI] E: f S03) 740 -04 Ny FAX! (5a3) 74S.49SO F,O. SOX 440, 903 PORTER ROAD. AWfdSMtkt, OR S7325 ER1dFOUR tii/i ONG Y57E+fS, �1C.27 4 vf�ngsSBtRm%.wm Ai3DRE5S I .Sti rCI3TFRw� Gt"• `'�� P'C�r�S J08 20 -1 3 SHEET # i E 2. DR"'TS I DATE 4/30/14 MAIN DISTRIBUTION PANEL PANEL A MOUNTING Recessed _ TOTAL PANEL VA= 16258 VA __.._._ BUSS SIZE _ .,_.._.. 100 A MAIN BREAKER 100 A PROJECT NO., 2014-13 DATE: 4/30114 Number of Circuit Poles Number Rating Load Name 2 u A2 15 A ERV A4 w 2.. _ A6 ...A i _ 30- �mm - . HVHP 2 A10 15 A _ ~EDH A14 ... Al A20 j I 68 Al =TOTAL PANEL AMPS Vt3LTAGE 120i240 Single PHASE 1 ITI=fYt CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD n.. LIGHTS 2656 VA - 125,00% � 3320 W SIGN CIRCUIT 4240VA _- ---_.- 100.E30% _ 0 W ..___... w 4240W W RECEPTACLE DED. RECEPTACLE _...... MOTORS & COMPRESSORS TOTAL MOTOR ow - m - BEATING & A/C (Per Mfg's Specs) TOTAL HEAT & A/C LOAD 11544 VA MISCELLANEOUS I 100.00% 11544 W WATER HEATER -- .-...._....... € _ 0 W CONNECTED LOAD CALCULATED LOAD _ TOTAL VA = 18440 VA TOTAL VA = 10104 VA TOTAL AMPS 77 A TOTAL AMPS = 80 A NOTE; CONNECTED LOAD FOR LIGHTS IS FROM NEC TABLE 220,12 REV. ------------------------- 1 DESCRIPTION DATE BY -_.__.-- ------------ RECEIVED Apr 08 2021 _ CITY OF EDMONDS DEVELOPMENT SERVICES —DlzPAR I MLN I..�..»._._.._ H�`ELEG. PANELS LOAD CALCS. REUSE OF DOCUMENTS TI-fI5 DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE 0AIMBERN IHEPROPERTY OF'MODERNBUILDING BUILDING SYSTEMS PROD, DESIGN MASTER PLAN SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT PoODERN SLLII Dine SySTEMs. INC; �$' }( 32' H f G H E F F [ C E N CY CLASSROOM WRITTEN AUTHORIZATION- TSLEPH,t NE: 0037 74"49 FAX! (503; T49.495p P,0, BOX 31 F493 KhRTCR RMb, AC MS),1LLE, OR 9fU5 C Nr;C Kan �U N YSieif NG.sCi4uResngsystemaccm ADDRESS k XPIRE S F 14-13 SHEET ft E �0 DRW TS OATE 4J30I14 1 r:° ,. fri I l 1 I [ i I'€ CLASSROOM i I I, I 18" WIDE x 24" HIGH EXHAUST ' € COMBINATION LOUVER/DAMPER t 18" WIDE x 24" HIGH INTAKE I ' ; ; € WITH 24V DC MOTORIZED DAMPER s _ FLEX CONNECTION COMBINATION LOUVER/DAMPER ACTUATOR. DAMPER SHALL FAIL (TYPICAL} 1 I H 24V DC MOTORIZED DAMPER CLOSED ON LOSS OF POWER ` M ' E 1 ; ACTUATOR, DAMPER SHALL FAIL CLOSED ON LOSS OF POWER ERV OB --........................... ....._...._ �...... _...... ........ --� TM _ - ...... .. . ......................................................... IU CONDENSATE DRAIN PIPING. { SQUARE TO ROUND ROUTE IN CONCEALED SPACES;' TRANSITION — OVER TO WALL ROUTE DOWN I .. INSIDE WALL AND DISCHARGE — I.._, ; TO EXTERIOR, INTO NEAREST LANDSCAPEDAREA} i NOTE: REFRIGERANT PIPING SIZED AND =-; SEE SHEET MIA FOR s INSULATED PER MANUFACTURERS' + _ i ADDITIONAL ERV DUCTIN G RECOMENDATIONS ROUTED IN I OU � I; s CONCEALED SPACE FROM INDOOR I i UNIT TO OUTDOOR UNIT 3 i 1 Hlll][A�C - E_XnHAUSTIINTAKE AIR PLAN REV. DESCRIPTION DATE BY �._.uRECEIVED Apr 08 2021 _ CITY OF EDMONDS DEVELOPMENT SERVICES — -- DEPAR71 LN I _ REUSE DE- ooGUMNrs SHETHVA _EXHAUST/INTAKE AIR PLAN THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE � THE PROPERTY OF 61ORERN BUILDING 13UIL€3ING SYSTEMS PRO.. DESIGN MASTER PLAN SYSTEMS INC, AND ARE NOT TO BE VSED IN WHOLE OR IN PART FOR ANY OTHER EUSA�rrRPROJECTWIlHOUT �° }� "�°`"'��Sr.�rns.ENC 28' x 32' HIGH EFFiCENCY CLASSROOM TELCPYiO:tiE; ES03) 749-g9d9 FAX; ESP3) 749.4gs9 P-O. 80K 110, 5' F PORTER ROAR, AUM5 ViLLE, OR 973,p5 CjiECK OUT OUR Q N DrRFJ 8ik aL G SYSTE?,'5, 3.NG, 2C g8 PAGE:6aiW�+�-jsYslema.wrn ADDRESS DR` TS ti Q �T naSH�y`�J Y 25563 ..G�{4' SON A1- }G`. �yD PRE SHEET # �1� v Q DATE 4130f 14 0 I41 K CLASSROOM �{ - a.7kka.::a:: ut ..'�v;w .s.?' .....:r ; .. .... ..-_.... ... I FLEX CONNECTION 3 ' - 0" Ol t 22"x10" RETURN REGISTER (TYPICAL) .€ SET AIRFLOW FOR 500 CFM ` ' __. P c, 12"x8" SUPPLY REGISTER - _ .... _ _ SET AIRFLOW 250 CFfA 2 I (TYPICAL 2) B __€ 12" DIA. 12" DIA. _.. 2 2" D EDH MANUAL VOLUME { IU SQUARE TO ROUND DAMPER (TYPICAL) I V TRANSITION � .. - - 1 I MECHANICAL EQUIPMENT SCHEDULE HEAT PUMP SYSTEM: i MOUNT THERMOSTAT AT 48" A.F.F, OUTDOOR UNIT PROVIDE INSULATED BACKING PLATE t bU (OU): MITSUIBISHI PUZ-HA30NHA4 t; INDOOR UNIT (IU): MITSUBISHI PLA-A30BA4 T J Y VENTILATD (R } ENEWAIRE HElXINH ECM - — - -- .._..-.._.-......._..._........ m ti G fr' 735A3 �C: E ISTC ENERGY RECOVER l-^ ELECTRIC DUCT HEATER (EDH): GREENHECK IDHB EXHAUST/INTAKE LOUVER/DAMPER: GREENHECK EAC-601 HVA�+C - SUPPLY/RETURN AIR PLAN SUPPLY AIR REGISTER: TITUS 30ORS RETURN AIR REGISTER: TITUS 35ORI -RAF t� AR A� DESCRIPTION DATE BY SHEET H V Ate SUPPLY/RETURN AIR PLAN V �© %--RECEIVED �£��£ �F DOCUMENTS 014-13 TIi15 DOCI�M�NT AN17 THE IDEAS A13E] MMUERN ...._._. DESIGNS WCORPORAT E4 HEREIN AR£- THE PROPERTY OF MODERN BVJl D]NG SYSTEMS PROi. DESIGN MASTER PLAN S� EET # A r 08 2021 SYSTEMS INN, AND ARE NOT TO DE - IT QTHrUSED NY WHOLE OR OR J PART FOR ANY CITY OF EDMONDS OTHCR i15£ OR PRC1,1£Ci-'JNITHOLFT � D R3V HIJII !NC, y5'jC. -PhS. IIJ�, i _• DEVELOPMENT SERVICES WRITTEN AUTHORIZATION. 7ELi=PypNE;{5l13}749R9dBFA}::(503]7R8-aS50 2$ x 32, HIGH EFFICENCY CLASSROOM DEPARTMENT P-L7, 8l7H 3 Sp, 9d7.3 PCJR7�R 1t -, AUt<7 WJL__E• OR g737.S nEsCmeszia OUR WCS PAws C, 014 ADDRESS DRW DATE 130/14