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APPROVED FIR BLD BLD2024-0519+Building_or_Construction_Plan+4.17.2024_3.48.12_PM+4203405APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved DFM CklrLS Burt South County Fire Date: 07/29/2024 07-29-2024 RESUB 1 PLAN REVIEW NOTE: APPROVED - NO COMMENTS DFM BURT .._.._.._.._.._.._.._.._.._.._.. �.. _.. _.. _.. _.. _.. _:._.._.. r GUARDS SHALL BE CONSTRUCTED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS IN ACCORDANCE WITH 2O21 IBC 1607.9.1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. ■_ ■ _ ■ ■ _ ■ _ ■ ■ _ ■ _ ■ ■ _ ■ _ ■ ■ _ ■ _ ■ ■ _ ■ _ ■ ■ _ ■ _ ■ ■. ■ _ ■J '. OBTAIN ELECTRICAL A PERMIT FROM STATE LABOR & '. INDUSTRIES 01,E I REVISIONS IREV1 REV2 REVS REV4 REV5 City Of Edmonds Building Department Work PORTABLE Address 9521 240TH ST SW Owner WOODWAYCTR- EDMONDS SCHOOL DIST Approved Date 07/115/2024 Building Official WI,'. L-11 , Permit Number BLD2024-0519 0 I nd. w O- O r NQ I CL Lo U) OB N Ln i 02 00 00 I c QTY. SIZE DESCRIPTION LOCK REMARKS DOORS INSULATED GALV. STEEL MEDECO CYLINDER SS—BBH NRP HINGES w/ WELDED STEEL JAMB PAINT FINISH O1 2 30 70 & WEATHERSTRIPPING SARGENT RIM PANIC DEVICE DEFAULT .37 U—FACTOR #16-8804—MSL-32D SARGENT 351—P10 CLOSER 24x30 INSULATED LITE INSULATED GALV. STEEL SARGENT 10 LINE LOCK SS—BBH NRP HINGES O 2 36 70 w/ WELDED STEEL JAMB w/ MEDECO CYLINDER PAINT FINISH & WEATHERSTRIPPING DEFAULT .37 U—FACTOR WINDOWS UPPER FIXED TRIPLE SINGLE HUNG — DUAL GLAZE —LOW "E" 1� 2 102 x 54 MILGARD— ALUMINUM FRAME w/ MILL FINISH — DRAPER SHADES NFRC .34 U—FACTOR — SHADING COEFFICIENT .38 FIXED — DUAL GLAZE —LOW "E" O 1 30 x 54 MILGARD— ALUMINUM FRAME w/ MILL FINISH — DRAPER SHADES NFRC .34 U—FACTOR — SHADING COEFFICIENT .38 CLERESTORY FIXED — DUAL GLAZE —LOW "E" O 3 40 x 20 MILGARD— ALUMINUM FRAME w/ MILL FINISH — DRAPER SHADES NFRC .34 U—FACTOR — SHADING COEFFICIENT .38 AWNING — DUAL GLAZE —LOW "E" O 2 40 x 20 MILGARD— ALUMINUM FRAME w/ MILL FINISH — DRAPER SHADES NFRC .34 U—FACTOR — SHADING COEFFICIENT .38 F - - I 274„ 1 12'— 55" N 1 \ ELECTRICAt� PANEL MINI SPLIT HV I SYSTEM 32'-0" /R)- -�lf 2 18" OVERHANG @ GRID A I cod-dtel I t I I _ I , CLASSROOM ERV UNIT V 7 I ----- -L- — 33" OVERHANG I @ GRIDS 1 & 2 9'-10" 15'-0" 20'— '" 25'-4" I O O O 4 O — — — — — — — — ---------------- —I A 22'-9" A-2 z" OVERHANG @ GRID C FLOOR PLAN_ 1 /8" = 1'-0" FAST EI ST J' O!F WASMPWOK DOT: OF L 81 [ L � pL TMjiiiIt ISECTI C PLAN A V 1KQ B, t �....■van DIA11$�S-:L± SUB 'Iti�'i�tB�ga�> '1TQIN, OR LO r. UILDING I _ �1T M �tEMENT:>>. rLhiv k.. Locations: STATE OF WASHINGTON BLD2024- 5' DEPARTMENT OF LABOR & INDUSTRIES SPECIALTY COMPLIANCE SERVICES DIVISION FACTORY ASSEMBLED STRUCTURES PLAN APPROVAL;#: Z SUBJECT TO FIELD INSPECTION OVERSIGHTRECEI E Apr 23 20 4 OR VIOLATION OF RCW IS NOT INCLUDE® CITY OF EDMON S DEVELOPMENT DEPARTMENT SER ICE. BY: DATE: �- !,S- / S� EXPIRATION DATE: 6= 3D--��--_.._._ 18067 Lynndale Elementary (West) 18069 Lynndale Elementary (East) 18070 Oak Heights Elementary (North) 18071 Oak Heights Elementary (South) 18081 Lynnwood Elementary (East) e=� F'LfaC� `•tPVI MAY 15 2014 ' THIS MAGHT TERIAL S BLAZER INDUSTRIES, INC. MODULAR Classroom for: Plan `C� e r Dt ' Job No:18067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY A EOF BLAZER INDUSTRIES, INC. AND SHALL ■■ NOT BE REPRODUCED, USED, OR DISCLOSED 28 X 32 ���EdmondsD File py: Y �� V4l INC. TO OTHERS EXCEPT AS AUTHORIZED BY THE �� www.biazerind.com Drawn B Smart Academic Green Environment y: AJB DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 00 P.O. BOX489 w Aumsville, OR 97325-0489 WA. GOLD Pacific Mobile 14 BLMP-17 Al WA Issue Date: 4-24-14 FASTENING SCHEDULE MATERIAL LIST WALLS: FLOOR: PLATE —TO —STUD MIN. OF 2— 0.131 x 3" NAILS (SENCO KC27 OR EQUAL) SHEETROCK—TO—STUD #13 GA. x 15/8" SHEETROCK SCREWS @ 16"oc EDGE JOIST —TO —PERIMETER FRAME AND CONSTRUCTION ADHESIVE IN FIELD FLOOR DECKING—TO—'Z' CROSSMEMBERS BOTTOM PLATE —TO —FLOOR 0.131 x 2Y2' HDG NAILS @ 8"oc (0.131" x 3" NAILS PERMITTED w/PITCH) SHEATHING —TO —STUD 16 GA. x 1 %" STAPLES @ 6"oc EDGE, 12"oc FIELD (SENCO N19) EXCEPT WHERE NOTED ON PLAN OR ELEVATIONS METAL BOTTOM PAN —TO —JOIST SHEATHING —TO —PERIMETER TUBE STEEL #10 GALV. SCREWS @ 6"oc 5/g' ROOF: SIDING —TO —STUD AT EXTERIOR .092 x 2Y4" GALV NAILS @ 6"oc EDGE, 12"oc FIELD SUBFASCIA—TO— RAFTERS LAP SIDING —TO —STUD AT EXTERIOR (1) ROW OF 6d GALV. NAILS @ 16"oc ROOF BLOCKING —TO —TOP PLATE THREE STUD CORNER CONNECTION 0.131 x 3" NAILS @ 12"oc (SENCO KC27 OR EQUAL) RAFTER—TO—RIDGEBEAM AIR BARRIER NOTES: SHEATHING —TO —ROOF MEMBERS THESE KEY AREAS SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER—STRIPPING: —JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES) USE APPROPRIATELY SIZED BACKER ROD WITH MINIMUM 2" LAP AT ENDS —JUNCTIONS BETWEEN WALLS AT: —BUILDING CORNERS: USE CAULKING MODLINE CONNECTION: —STRUCTURAL FLOORS: USE SILL SEAL —ROOFS (AT RIM): USE SILL SEAL —PENETRATIONS OF UTILITY SERVICES THRU THE AIR BARRIER @ ROOFS, WALLS, AND FLOORS RIDGEBEAMS USE CAULKING, SPRAY FOAM, OR AIR BARRIER TAPE —BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS: USE BACKER ROD, CAULK, SPRAY FOAM OR AIR BARRIER TAPE —JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDANTS: USE CAULK OR APPROVED TAPE RIM JOISTS —RECESSED LIGHTING FIXTURES: USE CAULK OR SPRAY FOAM 1 C A-4 2 x 6 LUMBER — — — — TOP PLATE B 2 —4. \ 4 \ 21" SILL SEAL a (1) 2 x 6 LVL HEADER CONT. N AT ROOF N FULL LENGTH OF BUILDING t BLOCKING PLUS ADD TWO ADD'L PLIES TOP PLATE OVER TRIPLE WINDOWS (3 PLIES TOTAL) 0 N 2 x 6 LVL TOP PLATE c� _ (3 PLY) 2 x 6 LVL HEADER Q c� OVER TRIPLE WINDOWS (GRID A & C) w z = (2) 2 x 6 DF#2 HEADER OVER Ld w CD J 3 FT. OPENINGS (GRID A & C) o a BACKERry ROD LL-o AROUND INTERIOR O i SIDE OF WINDOWS N AND DOORS N m I O i� CAULK WALLm CORNERS FROM `r TOP TO BOTTOM AT INTERIOR o' 00 SILL SEAL i AT FLOOR N 5 A-4 RIM/BOTTOM i PLATE \ 00 i 4 A-4 2" SPACE 13'-114" PER DETAIL #12 TEK SELF TAPPING SCREWS OR 0.180" DIA. x 2" PNEUTEK PINS (NRSD 66200) AT PERIMETER AND #12 x 2Y2" TEK SELF TAPPING SCREWS FASTENERS AT CROSSMEMBERS @ 12"oc #10 x 3/4" (MIN.) TEK SCREWS w/ FENDER WASHERS @ 24"oc MIN. OF 5— 0.131 x 3" NAILS (SENCO KC27 OR EQUAL) 0.131 x 3" NAILS @ 8"oc (SENCO KC27 OR EQUAL) SIMSON LU26 16 GA. x 1 3/4 " STAPLES @ 6" EDGE, 12" IN FIELD (SENCO N19) AND 6"oc TO BLOCKING OVER EXTERIOR WALLS NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24" NOTE: ALL MODLINES (DEFINED AS THE SPACE BETWEEN MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. %" BOLTS w/ BRIDGE WASHERS @ 8'-0"oc AND 8" FROM EACH END (MINIMUM 2" EDGE DISTANCE) 7'2" BOLTS w/ 1Y2" DIA. WASHERS @ 8'-0"oc AND 8" FROM EACH END (MINIMUM 2" EDGE DISTANCE) FLAME SPREAD IS 25 OR LESS ONE DRY CUP PERM VAPOR BARRIER ON THE WARM SIDE, WALLS AND FLOORS, THROUGH —OUT BUILDING 13'-114" 12 1 3X4 M h, ROOFING .. . .. . . . ... . ..TPO 60 MIL — REINFORCED — FULLY ADHERED — TAN. NOTE: TERMINATION BAR INSTALLED ON PERIMETER. FINISH ACROSS MODLINE ON SITE BY OTHERS SHEATHING ............1%2" APA RATED SHEATHING (32/16) LP FLAMEBLOCK FRAMING. ...... .2 x 10 D.F. #2 RAFTERS @ 24"oc w/ JOIST HANGERS AT RIDGEBEAM RIDGEBEAM ...... .....3Y2" x 21" 24F—V4 GLULAM w/ MIN. Y4" CAMBER NOTE: INSULATION, BACKER ROD & CAULKING SUPPLIED BY BLAZER AND INSTALLED ON SITE BY OTHERS SUBFASCIA/RIM....... 2 x 10 CONTINUOUS LVL 2.0E INSULATION. .......... R-42: 2" (R12) RIGID AT TOP OF RAFTERS,, TIGHT AGAINST SHEATHING, w/ DOUBLE R15 FIBERGLASS BATT BELOW ARCHITECTURAL ....... 18" AT GRID A (LOW END), 21" AT GRID C, 33" AT GRIDS 1 AND 2 CEILING ...............HARD LID %" GYPSUM "LIGHT ORANGE PEEL" TEXTURE & NO VOC PAINT (AIR BARRIER COMPONENT) DRAINAGE. ........... . GUTTERS & DOWN SPOUTS —PROVIDED & INSTALLED ON SITE BY OTHERS. VENTING. ....... NONE WALLS: SIDING ............... HARDIPLANK SMOOTH HORIZONTAL LAP w/ 6" EXPOSURE & 5/s" HARDIE SMOOTH PANEL OVER TYPAR BUILDING WRAP — WRAP ALL WINDOW AND DOOR OPENINGS SHEATHING........... %s" APA RATED SHEATHING EXCEPT USE 15/32" P.T. PLYWOOD AT BOTTOM FASCIA ..............1 x 10 FINGER JOINTED CEDAR TRIM ................. TAMLYN XTREME FRAMING ............. 2 x 6 D.F. #2 or BETTER STUDS @ 16"oc PLENUM WALL: EXTERIOR MOUNT (2 x 6) LINED w/ 5/8" TYPE X SHEETROCK. FIRE TAPE ONLY NOTE: ENSURE ALL SIDES, TOP & BOTTOM OF PLENUM ARE PROPERLY INSULATED & SEALED TOP PLATE .......... 2 x 6 CONTINUOUS LVL 2.0E AT 32' WALLS, LUMBER ON SHORTER WALLS BOTTOM PLATE. .... .2 x 6 D.F. INSULATION........... R21 UNFACED FIBERGLASS BATTS ALL WALLS AND Yz" RIGID FOAM (R3) ON THE INSIDE OF EXTERIOR WALLS UNDER FINISH PHASE CHANGE MAT'L.BIOPCM INSTALLED IN EACH STUD BAY ON INTERIOR SIDE OF EXTERIOR WALLS, EXCEPT FOR PLENUMS INTERIOR FINISH ...... 5/8" SHEETROCK LIGHT ORANGE PEEL TEXTURE (NO VOC PAINT)(AIR BARRIER COMPONENT) FLOOR: COVERING ........... . .HVAC CLOSET: SHEET VINYL ALL ELSE: PROVIDED AND INSTALLED ON SITE 8Y OTHERS BLD2024 DECKING .......... 23/32" APA RATED STURD—I—FLOOR T&G — GLUED AND SCREWED (AIR BARRIER COMPONENT) JOISTS................12 GA. x 7" GALV. FORMED 'Z' MEMBERS @ 24"oc FRAME ..... ........... HSS 8 x 2 X 3/6 STEEL TUBE AT PERIMETER ZRC ORX13 AT EQUAL 16' FROM ENDS. RECEl` FINISH ................PAINTED — PERIMETER OF BUILDING Orbs 23 2C CITY OF EDMOP INSULATION ...........R-30 (USE TWO LAYERS OF R-15 F1tftYA91EN1 B ATT) BOTTOM COVER. .... B&D .017 (28 GA.) G90 GALV. HI RIB II (2 FT.) I A)�A = c� LAMW �0 �-Q3I5SECTITNGIS ATLB G E' R G 1 /2" = 1'-0" t » r 4 COPYRIGHT2014, BLAZER INDUSTRIES, INC. MODULAR Classroom for: Plan �lr oved for Job No:18067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY EAOF BLAZER INDUSTRIES, INC. AND SHALL ■■ File Cop : S:.ujtu1 i 0 CODE , ' I NOT BE REPRODUCED, USED, OR DISCLOSED �� 2S X 32 SAG "s E' d' Edmonds S. ®. _ c rT TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INc. Drawn By: AJB a Smart Academic Ur<c:n Enwronrnent A►.► www.bfazerind.wm W/'1. GOLD Pacific Mobile 14 BLMP-17 Al WA =2 DATE REVISION BY A , WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ P.O.6OX 489 ■ Aumsville, OR 97325-0489 Issue Date: 4 24-14 w 1 x 10 CEDf FASCIA 2x1000N SUBFASCIA SIDING. 7/6" SHEATHING TIE EA. RAFTER TO HEADER w/ SIMPSON LTS16 w/ 6 — 10d x IV_" K1A11 C C-A E-Kin MMr' I r M3 U L`t OC EAVE AT GRID 'Cl 1 1 /2" —V-0" C (SIMILAR AT GRIDS 1 AND 2) i 16 GA. x 1 STAPLES @ 6"oc i BIO PCM 1%2" P.T. CDX PLYWOOD 0.092 x 2" HDG NAILS @ 6"oc SEE A-3.1 FOR EXCEPTIONS #10 GALV. SCREWS — @ 6"oc PERIMETER FRAME —� 8x2x3/6STEEL TUBE 5/6" DIA. SELF —TAPPING SCREWS @ 16"oc i° i® I I® le ------------------ O OR Q iF CA .. 13/." CTADI CC (nl A"-- SITE INSTALL 24" x 24" PIECE OF SHEATHING AT EA. BOLT LOCATION a a � le I I ai is ------------- --el LW ------------------ SITE INSTALL Y2" BOLTS -' �- �— SITE INSTALL w/ 2" x 2" x Y4" PLATE INSULATION REQUIRED Y2" SPACER AT BOLTS WASHERS @ 8'-0"oc INSTALLED ON SITE TYP. 2 ENDWALL OVERHANG 1 1 /2"=1'—O" C ein %6" D SELF- SCRD FASCIA 16 GA. x 13/4" STAPLES @ 4"oc A TIE EA. RAFTER TO HEADER w/ SIMPSON LTS16 w/ 6 — 10d x 1Y2" NAILS EA. END 8 184" L\ SHEATHING FASTENERS AT EDGE PATTERN 0.131 x 3" NAILS PER SCHEDULE BLOCKING AS REQ'D FOR LTS16's 3 EAVE AT GRID 'A' 1 1 /2"=1'-0" LE FASCIA 2 x 10 CONT. LVL 2.0E SUBFASCIA SOFFIT SIDING 7/6" SHEATHING BLD2024- 5' 16 GA. x 13/4" STAPLES @ 6"oc TYP. AS SHOWN 0.092 x 2" HDG NAILS © 6"oc 19/32" P.T. PLYWOOD NOTE: 143/4" AT GRIDS 1, 2 AND C RECEI Apr 23 20 CITY OF EDMON DEVELOPMENT SER CE: NOTE: 18" AT GRIDS 1, 2 AND C DEPARTMENT #10 GALV. SCREWS @ 6"oc PERIMETER FRAME 8x2x3/6STEEL TUBE 25-11 4 Ctr F ,��35006 1 1 1 1 Cti9 w� FLOOR AT GRID _ FLOOR AT GRID B FLOOR AT GRID A �,a. F ,, y' -� �s ISTS 4Po^r it `4jONAL �'l1 1 1 /2"=1'—O" 1 1 /2"=1'—O" 1 1 /2"=1'-0" 15 MAY 2014 ° * COPYRIGHT2014, BLAZER INDUSTRIES, INC. MODULAR Classroom for: Plan �n� ved or Cr !� Job No:18067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY l� OF BLAZER INDUSTRIES, INC. AND SHALL 0■ File : FIELD INSPECTION 28 X 32 SAGE Edmonds S.D. ENOT BE REPRODUCED, USED, OR DISCLOSED � ._ � TO OTHERS EXCEPT AS AUTHORIZED BY THE No INDUSTRIES, INC. Drawn By: AJB n` 4 Smart Acadornic Green Environment Wes. www.blazednd.com DATE REVISION BY .!,". , ,;,,,,.," 1.. ,.„ , C,,, 1,:,,,., I WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ P.O. BOX 489 ■ Aumsville, OR 97325-0489 rWA. GOLD Pacific Mobile 14 BLMP-17 Al WA issue Date: 4 24-94 A=4 ■® FRONT VIEW( ;ON DTT2Z HOLDOWN — 0.148 x 1 1 /2" TO STUD AND Y2" �DED ROD, WELDED RIMETER FRAME 8"x2"- PERIMETER FRAME SIDE VIEW 3 HOLDOWN DETAIL 1"=1'-0" ROOF SHEATHING FASTENER AT EDGE PATTERN PER SCHEDULE INSULATION, BACKER ROD AND B CAULKING PROVIDED BY BLAZER AND INSTALLED ON SITE BY OTHERS 12 3/4 `— SIMPSON LU26 HANGER AT EA. RAFTER (TYP.) DIA. BOLTS w/ BRIDGE WASHERS SOLID BLOCKING 34" 3j" AT EA. BOLT RIDGEBEAM 3Y2" GLULAM EXTEND ONE STUD UP ALONG RIDGEBEAM AND FASTEN WITH— (6) 0.131" x 3" NAILS OR EQUAL STRAP SIMPSON ST6224 OR EQUAL. USE (12) 0.148 x 1Y2" NAILS EACH END OF STRAP. END COLUMN USE DOUBLE 2x6 DF #2 WITH Y2" FILLER BETWEEN STUDS. FASTEN STUDS TOGETHER WITH DOUBLE ROW OF 0.131" x 3" NAILS OR EQUAL AT 6"oc. NAILS MAY BE ANGLED SLIGHTLY TO PREVENT NAIL PENETRATION THRU NEXT COLUMN STUD. ADD TIGHT FIT 2x6 BLOCKING TO NEXT STUD AT WALL THIRD POINTS. STRAP SIMPSON MSTC28 OR EQUAL USE (12) 0.148 x 1Y2" NAILS AT TOP, WELD AT BOTTOM Y1s" 3" 3" �s RIMS:8 x 2 x3/s STEEL TUBE 3j" BLD2024-f5' RECEI Apr 23 CITY OF EDN DEVELOPMENT EC326-G3 - END COL. DETAIL - 3 1/2" GLULAM .fi2r RIDGEBEAM DETAIL 1„ _ -o° w i 1:'O`� ��GISTOBg�� �Ss7 � 1 1 /2"=1'-0" MAY 15 ZC i4 ONAL COPYRIGHT2014, BLAZER INDUSTRIES, INC. MODULAR ' Job No:18067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTYQA Classroom for: Plan C (3 EOF BLAZER INDUSTRIES, INC. AND SHALL ■■ 2$ X 32 File Co : P1111,791 NOT BE REPRODUCED, USED; OR DISCLOSED SAGE= Edmonds S.D.TO OTHERS EXCEPT AS AUTHORIZED BY THE �� CINDUSTRIES, INC. Drawn By: A,IB S Smart Academic Green Environment �� www.blazerind.com DATE REVISION BY _ WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■O P.O. BOX 489 ■ Aumsville, OR 97325-0489 WA. GOLD Pacific Mobile 14 BLMP-17 Al WA Issue Date: 4 24-14 N Y Y" END 3j6 3 @ 1Y2" PLUG (INSET) HSS8x2x3/s SIDERAIL i----------- I I I I I � I N _, i 3/s 3 @ 1Y2" EDGE OF I x ¢ I FLOOR i � o DECKING i = w I _ I A MODLINE CORNER WELDING ---------------- HSS8x2x3/s SIDERAIL I I I I I � I X � ; 3/s 3 @ 1 Y2" EDGE OF i X <t 00 FLOOR i o DECKING i = Lw I _ . B MITERED CORNER WELDING 1 FRAMING DETAILS 3"=1 '- 0" EMBER " IVnrv. LIr2 x I X Y8 BOTTOM COVER SUPPORT TYPICAL CROSS —MEMBER NOTES: -12 GA. (.105") GALV. STEEL, GRADE A36 -FASTEN TO CHANNEL AT PERIMETER AS SHOWN -ALL DIMENSIONS CAN VARY f1/8" (U.N.O.) " HSS8 RIM "C" JOISTS rL_ /16 x / x y IVIIIV. 2TYPICAL SPLICING DETAIL SECTION THRU 32'-0" 16'- 0" 5 STEEL ANGLE 2 x2' x5"X�41g" w/ Y4"O HOLES FOR (4) #14 SCREWS 4CONNECTION DETAIL 3"=1'-0" 16'- 0" P BOTTOM COVER SUPPORT 5 FLOOR AT ERV CLOSET 1 1 /2"=1'-0" MIN. L1Y2"x1Y2"x7's BOTTOM COVER SUPPORT (TYP. AT GRIDS 1 & 2) BOLT LOCATIONS PER DETAIL 5/A-4 AND FASTENING SCHEDULE ON A-2 a1a —4. II � 4 II 11 ! BLD2024- 5' M 1 b cv I I X X RECEI 0 = I Apr 23 20 4 X V) 00 I e L%x%xY8 I cn AT TOP 4 I N CITY OF EDMON I y� „ „ „ I = DEVELOPMENT SER ICES o STEEL TAB 2 x5 X3�8 _4, I I DEPARTMENT i - - w/ Y4" DIA. HOLES FOR o `f' (4)#14 SCREWS r I I I •l� 00 �i HSS 8x2x3/6 �\ i jli. Slj$ „ Z12 GA. 'C' JOIST " -' WAS TYPICAL C JOIST ib 3 1 (7 x 3 ib �o wo -4. -4, FLANGE) @ 24"oc UNLESS " 1" TOP + 1" BOTTOM NOTED OTHERWISE 3 TYPICAL JOIST WELDING FLOOR FRAMING PLAN G : t F1E_vi 1� � � oIS NG DETAIL FAQ t � 3"=1'-0" SCALE: 1/4" = V-0" APC)P')"7-: SIp NAL tS MAY 15 W 4 COPYRIGHT2014, BLAZER INDUSTRIES, INC. 0 MODULAR Classroom for: Plan �C� roved for Job No: 18067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY O Q A WwaillEOF BLAZER INDUSTRIES, INC. AND SHALL ■■ 28 X 32 File Cop :AND FIEL N }` NOT BE REPRODUCED, USED, OR DISCLOSED 1006.SAGE= Edmonds S.D. TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INC.Drawn By: AJB CFO Smart Academic Green Environment www.bfazednd.com DATE REVISION BY :. y,; „ :.,,<,,,,,, ;, WRITTEN PERMISSION OF BLAZER INDUSTRIES. :� P.O. BOX ■ Aumsvills, OR 97325 04891 WA. GOLD Pacific Mobile 14 BLMP-17 Al WA Issue Date: 4 24-14 4=4.21 33" / 33" 1 C," (HIGH SAVE) OF BLOCKING SIMPSON A35 SIMPSON LUS210 3Y2" x 21" GLULAM BEAM EA. SIDE OF MODLINE SIMPSON DTT2Z w/ ),2'0 x 5" LAG TO BEAM 2x10DF#2 OUTLOOKER SIMPSON LUS210 SIMPSON A35 SIMPSON A35 SIMPSON LUS210 SIMPSON DTT2Z w/ Y2"O K 5" LAG TO BEAM 4- SDS1 /4X3" SCREWS DUTLOOKER TO SEAM, TYP. 4- 0.131 x3" NAILS BLD2024- 5' DUTLOOKER TO SEAM, TYP. SIMPSON LUS210 RECEI SIMPSON A35 Apr 23 20 4 CITY OF EDMON DEVELOPMENT SER ICE: r1i. S gF OG 0V WAS�I�t� ROOF FRAMING PLAN r �'� 350060 �� or 'Te . - -TRIES SCALE: 1/4" = V-0" DEP I. FAQ GTiUid COPYRIGHT 2014, BLAZER INDUSTRIES, INC. . §7,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY MODULAR Classroom for. Plan �C� roved f '11� Y o rSAU E NOTOF BBE REPRODUCE USED, OR DILAZER INDUSTRIES, INC. AND SCLOSED ■� 28 X 32 ANU , 'Lq INSPECTION .. SAGE= Edmonds S.D. FileCO y:AS s TO OTHERS EXCEPT AS AUTHORIZED BY THE �� INDUSTRIES, INC. Drawn By: AJB DATE REVISION BY Smart Academic Green Environment www.blazednd.wM=4x3 „<,a,,;; ;,;., WRITTEN PERMISSION OF BLAZER INDUSTRIES. ■■ P.O. BOX 489 ■ Aumsville, OR 97325-0489 VVA• GOLD Pacific Mobile 14 BLMP-17 Al 11 WA Issue Date: 4 24-14 D v v M ao 0 N L0 (N I a, V) .0 c 0 E w I w 0 Q V) I I O I O 00 a a F V) 0 vi 0 E w w c� co O 00 O 00 a� a U a 0 c a E 0 0 rn a ,J U) a a 0 �t- 0 N GRILLE MECH CLOSET SECTION A 1 /4" = 1'-0" 1n"m [7DGCI-1 AID niir'T DIFFUSER DIFFUSER FRESH AIR DUCT SECTION B 1 /2" = 1'-0" MECHANICAL NOTES: 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER IMC CHAPTER 6. 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER IMC CHAPTER 6. 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH IMC CHAPTER 6. 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEY SHALL COMPLY WITH IMC CHAPTER 6. 5. 12" x 6" DIFFUSERS WITH MANUAL DAMPERS. 6. MINIMUM 540 CFM OUTSIDE AIR REQUIRED PER IMC CHAPTER 4. I,0l1lM IDH-ON ERV-1 M 12x12 OSA INTAKE LOUVER (BELOW) 12x12 EXHAUST LOUVER (ABOVE) _REFER PIPING IDU-1 IDU-1/ODU-1 m ............. ERV-1 Zp SD-1 SD-1 Q 12x6 Q 12x6 150 T I 150 ,■ E ® 1 oil © �••-1-507 MECHANICAL PLAN 1/4" = V-0" HEAT PUMP SCHEDULE TAG IDU-1 I MANUFACTURER:]MODEL MITSUBISHI I MSZ—D30NA DESCRIPTION INDOOR FAN COIL CLG CPY — SEER — HTG CPY — HSPF — I CFM 639 I VOLTAGE — MCA 1.0 AMPS AREA SERVED CLASSROOM WEIGHT 40 LBS ODU-1 I MITSUBISHI I MUZ—D30NA OUTDOOR HEAT PUMP 30.7 MBH 14.50 32.6 MBH 8.20 — 208-60-1 21.0 AMPS CLASSROOM 141 LBS DUCT HEATER SCHEDULE TAG MANUFACTURER, MODEL DESCRIPTION KW CFM SIZE I VOLTAGE AREA SERVED CONTROLS WEIGHT DH-01 INDECO OR EQUAL TBD DUCT MOUNTED ELEC. HEATER 1 2.0 1 600 10x10 208-60-1 CLASSROOM 2 STAGE DISCHARGE AIR TEMP CONTROL I TBD GRILLES AND DIFFUSERS SCHEDULE TAG MANUFACTURER. MODEL I DESCRIPTION I LOCATION CFM SIZE SD-1 TITUS OR EQUAL 350 DOUBLE DEFLECTION SUPPLY DIFFUSER DUCT MOUNTED 150 12x6 RG-1 TITUS OR EQUAL 300 35' FIXED BLADE RETURN AIR GRILLE WALL MOUNTED 600I 12x12 BLD20 ENERGY RECOVERY VENTILATOR SCHEDULE TAG ERV-1 MANUFACTURER, RENEWAIRE =MODEL I EV450IN—ECM DESCRIPTION ENERGY RECOVERY VENTILATOR LOCATION I MECHANICAL ROOM CFM 1 540 ESP 0.25" VOLTAGE 120-60-1 FLA 9.0 AMPS EFF. SUMMER/WINTER 61�/51� SEQUENCE OF OPERATION OCCUPIED MODE: IN GENERAL THE OCCUPIED MODE SHALL BE DETERMINED BY THE HEAT PUMP THERMOSTAT'S TIME OF DAY PROGRAMMING AS ENTERED BY BUILDING STAFF. IN THE OCCUPIED MODE THE FAN COIL (IDU-1) BLOWER AND ERV-1 FAN SHALL BE POWERE3D ON. THE OCCUPANCY (CO2) SENSOR SHALL MODULATE ERV-1 BLOWER MOTOR IN RESPONSE TO THE NUMBER OF OCCUPANTS PRESENT IN THE SPACE. DUCT HEATER SHALL BE MODULATED ON AND OFF IN RESPONSE TO THE DISCHARGE AIR TEMPERATURE SENSOR LOCATED IN THE FRESH AIR DUCT. THIS THERMOSTAT SHALL BE SET AT 657. IDU-1 AND ODU-1 THERMOSTAT SHALL CYCLE THE HEAT PUMP COMPRESSOR AND REVERSING VALVE TO MAINTAIN THE TEMPERATURE OF THE SPACE IN ACCORDANCE WITH THE DESIRED TEMPERATURE SETPOINT. UNOCCUPIED MODE: RECEI Apr 23 CITY OF DRAWING NOTES DEVELDEPAR DM INSULATE DUCT WITH MIN. R-7 EXTERNAL WRAP INSULATION EXPOSED SPIRAL SUPPLY DUCT IN THE UNOCCUPIED MODE IDU-1 BLOWER AND ERV-1 FAN SHALL RUN INTERMITTENTLY ON CALLS FOR HEATING. COOLING WILL NOT BE ALLOWED DURING UNOCCUPIED CONDITIONS. 8 EC 10 CUbE: {, COPYRIGHT 2014, BLAZER INDUSTRIES, INC. ■ Approved for Const: c � Y THIS MATERIAL IS THE EXCLUSIVE PROPERTY MODULAR Classroom for: Plan C Job No: �sos�,s9-71,s� 'A -EOF BLAZER INDUSTRIES, INC. AND SHALL :: 28 X 32 ��� n ■ ®. File Copy., NOT BE REPRODUCED, USED, OR DISCLOSED s Drawn By: AJB Mw Smart academic Green EnnrorrnEvit TO OTHERS EXCEPT AS AUTHORIZED BY THE _ INDUSTRIES, INC. DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. www.blazerind.com WA. GOLD Pacific Mobile 14 BLMP-17 Al WA ■■ P.O. BOX 489 ■ Aumsville, OR 97325-0489 Issue Date: 4 24-14 19 ry NOTES: 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OF OTHER APPROVED MEANS OF TERMINATION 2. ALL CONDUCTORS ARE COPPER; TYPE THHN 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 4. WIRING METHOD IN METALLIC RACEWAY SYSTEM 5. ALL DEVICES AND FACEPLATES TO BE WHITE 6. ALL LIGHTING TO COMPLY WITH WSEC PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER. AMP PANEL SINGLE PHASE CKT NO. DESCRIPTION TRIP AMPS WIRE SIZE VOLT AMPS A B �\ r\ �~ /1 VOLT AMPS WIRE SIZE TRIP AMPS DESCRIPTION CKT NO. 1 LIGHTING / FANS 20 12 1 1 16 2288 10 25 MINI SPLIT HVAC 2 3 RECEPTACLES 20 12 720 2288 10 25 / 4 5 RECEPTACLES 20 12 720 1000 12 20 DUCT HEATER 6 7 RECEPTACLES 20 12 720 1000 12 20 / 8 9 SPACE - - 1080 12 20 ERV 10 11 SPACE - - - 1500 12 20 IDF ENCLOSURE 12 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/208 PHASE: 1 �6 CONNECTED LOAD CALC. LOAD LIGHTING EXTERIOR INTERIOR FANS 36 VA x 125 % = 45 VA 960 VA x 125 % = 1200 VA 120 VA x 125 % = 150 VA RECEPTACLES THRU 10,000 OVER 10,000 2160 VA x 100 % = 2160 VA 0 VA x 50 % = 0 VA MOTORS, (ERV) TOTAL LARGEST 1080 VA x 100 % = 1080 VA (1080) VA x 25 % = 270 VA DUCT HEATER 2000 VA x 100 % = 2000 VA MINI SPLIT 4576 VA x 100 % = 4576 VA IDF ENCLOSURE 1500 VA x 100 % = 1500 VA TOTAL KVA CONNECTED LOAD AMPS 12.43 TOTAL KVA CALCULATED LOAD AMPS 12.98 59.77 62.41 ELECTRICAL PLAN 1 /4" = 1 '-0" QTY. SIZE DESCRIPTION ELECTRICAL PANEL 1 100 AMP 120/208 VOLT - SINGLE PHASE - STUB THRU MAIN BREAKER METALLIC RACEWAY SYSTEM INTERIOR LIGHTING 48 WATTS SUSPENDED LED FIXTURE 10 EACH CABLE HUNG EXTERIOR LIGHTING 2 18 LED - DUAL LITE PGF-1 WATT CEILING FAN 4 60" CEILING FAN w/ WHITE PADDLES BIG ASS HAIKU 60 NOTES: CONTROLLED BY OCCUPANCY SENSOR AND REMOTE (SPEED CONTROL & ON/OFF CONTROL IS ACCOMPLISHED VIA REMOTE CONTROL DEVICE FURNISHED WITH CEILING FAN) (4) SLOPED CEILING KITS (2) DOWN ROD EXTENSION KITS THERMOSTAT 1 HONEYWELL T-8000 w/ MICROPROCESSOR- 7 DAY PROGRAMMABLE AUTOMATIC SETBACK- DEADBAND CONTROL ARS 4/23/2014 ONE -LINE -DIAGRAM #6 Cu STEEL FRAME 100 AMP PANEL MAIN BREAKER 120/208V 10 1 1 /2" PVC STUB THRU BY BLAZER (2) #2 Cu THHN (1) #4 Cu THHN (1) #8 Cu (WIRE BY OTHERS) REFER TO BASE PLAN 12FBS1400098 ELECTRICAL PLAN PAGE E-1 FOR ALL OTHER ELECTRICAL RED LINES ( NFPA 72 : Fire alarm system has not been reviewed by L&I FAS except for general placement of devices. Additional devices may be required. Local AHJ review and inspection i of alarm system required. 1 F SIGNED 0+/2+/2014 ELECTRICAL SYMBOLS HEIGHT SYMBOL DESCRIPTION TO TOP REMARKS 3 WAY SWITCH 49' MAXffl" IT 1440 VA PER SWITCH OS OCCUPANCY SENSOR CEILING LINE VOLTAGE LS LIGHT SENSOR CEILING LINE VOLTAGE DUPLEX RECEPTACLE 29' 180 VA EACH WP �GFCI WEATHER PROOF GFCI RECEPT. 29' 180 VA EACH ® DUPLEX RECEPTACLE IN CEILING CEILING 180 VA EACH PHONE/DATA BOX - N' SQUARE 1" FLEX CONDUIT STUBBED TO BOX w/ SINGLE GANG MUD RING 20" IDF ENCLOSURE J-BOX OR BLD2 CROSS OVER LOCATION OINTERCOM 96, 3/4" FLEX CONDUIT STUBBED TO LOWELL RE1175 BACK BOX INTERCOM J-BOX INTERCOM SERVICE POINT IJB 12" x 12" BOX FIRE ALARM SERVICE POINT 12" x I Z' BOX REC ODATA BOX IN CEILING CEILING SEE PHONE DATA DESCRIPTIOA r 2 4 AV AUDIO / VIDEO BOX 20" U.N.O. 1-1 /4" PVC CONDUIT STUBBED CITY OF INTO DATA CLOSET DEVELOPME nFPAR PULL STATION 49' 4 SQUARE BOX (PAINTED RED) SINGLE GANG MR (PAINTED RED) FIRE ALARM HORN/STROBE INT. 84" 3-0 MR - SMOKE DETECT. INTERCONNECT PER DRAWINGS FIRE ALARM HORN/STROBE EXT. 84" OSD SMOKE DETECTOR CEILING ( THERMOSTAT 48" �0 LED WALL PACK 84' 18 VA EACH y60" CEILING FAN CEILING DIRECT/INDIRECT SUSPENDED (10) iNDUSTi- A CEILING PROGRE5 $iSaB�Il}9 Mft1$tl L`tI5*j %TIOP L- -J LIGHTING 20 FT. LENGTH ( ) 48 VA EACH APMR"fr �, 1B ELECTRIC PANEL 72' MA.y 15 2014 519 NED F I ES SUBJECT TO CODE 4-24-14 ENGINEERING REVIEW HEM COPYRIGHT 2014, BLAZER INDUSTRIES, INC. MODULAR ' Approved for Const: Job No: 8067,69-71,81 THIS MATERIAL IS THE EXCLUSIVE PROPERTY Classroom for: Plan C File 1_1OF BLAZER INDUSTRIES, INC. AND SHALL ■■ Copy: NOT BE REPRODUCED, USED, OR DISCLOSED _44KINDUSTRIE�S,�INIF2s X 32 SAGE- Edmonds S.D. M■ Drawn By: AJBTO OTHERS EXCEPT AS AUTHORIZED BY THEWA. GOLD Pacific Mobile 14 BLMP-17 Al WA Emi S� r, cad2micGr en+= mnment i- www.blazerin.com Issue Date: �-22-14 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ME P.O. BOX 489 ■ Aumsville, OR 97325-0489 I I I , n 41 5/8"0 x 15" ANCHOR BOLTS, 5/8"00" 'SIMPSON' STRONG -BOLT 2 W/4" EMBEDMENT, OR 5/8"0 THREADED ROD SET 5-1/2" INTO CONCRETE W/ 'SIMPSON' SET-XP, ANCHORING A 3-1/2" WIDE x 1/8" ANCHOR STRAP W/ 1/811x3" FILLET WELD EACH SIDE OR (4) #14x1" STS-SS SCREWS TO PERIMETER FRAME 24x24x24 CONCRETE ANCHOR BLOCK 2x4 - CONTINUOUS UNDER BUILDING AND OVER BEARING 2x12 TRT. STRIP. ATTACHED TO BEARING STRIP xN/10dx3" @ 12" O.C., SPLICE SEARING STRIP AND 2x4 48" APART BUILDING PERIMETER RAIL 12x24 TRT. BEARING STRIP 5/8"0 x 15" ANCHOR BOLTS, 5/8"Ox7" 'SIMPSON' STRONG -BOLT 2, OR 5/8"0THREADED ROD SET 4" NTO CONCRETE r. BUILDING PERIMETER RAIL 5/8"0 x 15" ANCHOR BOLTS, 5/8"W" 'SIMPSON' STRONG -BOLT 2 W/4" EMBEDMENT, OR 5/8"0 THREADED ROD SET 5-1/2" INTO CONCRETE W/'SIMPSON' SET-XP ANCHORING A 3-1/2" WIDE x 1/8" ANCHOR STRAP W/1/8"x3" FILLETS WELD EACH SIDE OR (6) #14x1" STS-SS SCREWS TO PERIMETER FRAME 1/2" TRT PLYWOOD STRIP TO MATCH GRADE W/ #12 STS @ 12" O.C. INTO STL. FRAME & 8d @ 6" O.C. INTO CONT. 2x4 PLATE 12x24 TRT. BEARING STRIP BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL 24x30x30 CONC. ANCHOR BLOCK W/(4) #4 VERT. & (4) #3 TIES ER PAD AND ANCHORS (D�� = MODULE PERIMETER RAIL 2x24 TRT. BEARING STRIP 2x4 - CONTINUOUS UNDER BUILDING AND OVER 2x12 TRT. BEARING STRIP. NAIL TO 2x12 W/ 10dx3" @ 12" O.C. BUILDING PERIMETER RAIL (2) 2x4 @ EACH CORNER OF MODULE., TIGHT TO STEEL CHASSIS AND TRT. 2x4 CONT .BASE PLATE. NAIL EA. TOP & BOTTOM W/10d 12x24 CONT. TRT. BEARING STRIP BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL ACH SIDE WS TO 3 EXTERIOR WALL PAD (3) 1" = 1,4' MATELINE PAD 4 1.. = 1'-0" 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 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 MODULE MATELINE RAILS 12x24 BEARING PAD BEARING SUBSTRATE: ASPHALT OR 4" COMPACTED GRAVEL OVER SOIL 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. UNDERFLOOR AREA IS 5 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. (26) 14-INCH WIDE VENTING AREAS ARE COVERED BY PRE -MANUFACTURED SCREENED LOUVER VENTS ALLOWING 65% OPEN AREA PROVIDING 13.65 SQUARE INCHES OF FREE AIR OPENING PER VENT OR 355 SQUARE INCHES OF FREE VENTILATION AREA TOTAL. IN COMPLIANCE WITH IBC 1203.3.2, EXCEPTION 2 1.6. NO GEOTECHNICAL REPORT WAS FURNISHED BY THE OWNER FOR DESIGN OF THE FOUNDATION. OWNER IS RESPONSIBLE FOR PROVIDING A FLAT STABLE SUBGRADE. 2. DESIGN INFORMATION & LOADING: 2.1. BUILDING CODE IBC-2021/51-50 WAC 2.2. RISK CATEGORY II 2.3. ROOF LIVE LOAD 25 PSF, SNOW 2.4. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. 2.5. WIND CRITERION 110 MPH, EXP B, Kzt=1.0 2.6. SEISMIC CRITERION SDS=1.0, Ie=1.0, CATEGORY D 2.7. ASSUMED SOIL CONDITIONS TO BE VERIFIED IN FIELD 2.7.1. BEARING PRESSURE 1,500 PSF 2.7.2. PASSIVE PRESSURE 200 PCF 3. CONCRETE: 3.1. DESIGN COMP.STRENGTH 2,500 PSI 3.2. REINFORCING BAR YIELD 60 KSI RECEIVED Apr 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0519 4. STEEL: 4.1. HOT ROLLED STEEL ASTM A36, FY=36 KSI 4.2. TUBULAR STEEL ASTM A500, GRADE B, 46 KSI 4.3. COLD FORM STEEL A653, FY=50 KSI 5. WOOD: 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. SPECIALTY ITEMS: 6.1. CONNECT SHEARWALLTO 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. FOOTING PAD SUBGRADE TO BE UNDISTURBED ASPHALT CONCRETE OR 4" OF CRUSHED ROADMIX GRAVEL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D1557 OVER STABLE SOILS. 8. SPECIAL STRUCTURAL INSPECTIONS 8.1. CONCRETE: 8.1.1. EPDXY ANCHORS REQUIRE SPECIAL INSPECTION PER THE PRODUCT ESR REPORT 8.2. STEEL: 8.2.1. FILLET WELDING LESS THAN 4 " REQUIRES PERIODIC VISUAL INSPECTION BY A QUALIFIED THIRD -PARTY INSPECTOR. ?'-n,, A 'SAGE' FOUNDATION PLAN - 28x32 CLASSROOM mint %I 2 ROOF COLUMN SUPPORT PADS (1" = 1'-D" ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION OPTIONS 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 0 I P55 in ❑ B TYPICAL SINGLE DOOR CONFIGURATION ❑ G TYPICAL DOUBLE DOOR CONFIGURATION NUMBER OF RISERS/TREADS VARIES 0 I P55 I I I I ❑ D TYPICAL TWO -BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 I P55 P55 P55 0 0-I__i-T------------------ ------------------------- 1 I I I I II P55 P55 P55 I I I ADDITIONAL DAMP OR STAIR 6 ------------------L------------------------- J 5'-0" 5'-C" 5'-0" ❑ G DOUBLE DOOR EXIT1/8" n in 10' P55 P55 ❑ j CUSTOM CONFIGURATION 1 /8" = 1'-0" D E1 HHS1j"x1Y2" IJ"DIA. GRADE DETAIL 3 5 ZINC 1j"x1j"x.125 AL. ANGLE HOLD DOWN FOR TREAD. BOLT AT MIDDLE AND ON ENDS THROUGH L-SHAPE. A" GRADE 5 BOLTS. 1:12 = SLOPE, TYP SEE SECTION C� RAMP LENGTH VARIES; MAX. 30' RUN P55 P55 P55 5'-0" 15'-0" 5'-0" r r T � ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 0 ❑ H ALTERNATE DOUBLE DOOR EXIT1/8" = 1'-0" HANDRAIL BOTH SIDE OF RAMP PICKET SUPPORT RAIL r3 HOLES PER I SUPPORT, TYP (2) 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 FBI Ln I I I P55 P55 P55 I I I 15' %Ab 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 n 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 iC) P54 P54 R4114 42" OSHA RAIL E TYPICAL ELEVATION (WITH STANDARD RAID FOR 30-INCH OR LOWER SCALE: J"=1'-0" TOTAL PLATFORM HEIGHT. SEE DETAIL 6 FOR CONNECTION DETAIL ' GTH OF RA g' OR S= 10LEN / 4'-11" FOR 10' RAMP SECTION 3'-11" FOR 8' RAMP SECTION WELD EXTRUDED T-BAR SHAPE ON ENDS OF EACH RAMP SECTION & LEG SLEEVES - DETAIL E USE (3) (GRADE 5) 11" EQUAL SPACED BOLTS WHEN JOINING RAMP SECTIONS TOGETHER. SCALE: N SEE DETAIL 3 r7 FOR HANDHOLD 3"X1-1/2"X.125" AL. PLATE W/TECH SCREWS FOR AL 5'X5' d/S. 3"X 1-1 /2"X.125" AL. PLATE W/TECH SCREWS FOR ALIGNMENT Ow U J 0 rn QO Dz U Y ., J Q 0 CD 5'-0" ❑ ,J 6'x15' W/STAIRS & RAMP1/8" = 1'-0" N /2" \ 4x4xy4 PIER BASE B A'��-W/ (2) 5/16"0 T3-10 HOLES @ CORNERS 1j"x1j"x.120" SQ. TUBE CROSS MEMBER IN MIDDLE OF EACH RAMP SECTION. WELD TO LEG POCKETS AND BOTTOM OF EXTRUDED L-BAR SHAPE. NOTE: USE THIS RAILING GUARDRAIL) FOR TOTAL PLATFORM HEIGHT GREATER THAN 30-INCHES. 4 TREADS W/ 5 RISERS, riri r� �irniry 30RAMP I 15' 1j"x1j"xj" FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. T-SHAPE T-SHAPE EXTRUSION END EXTRUSION PLATE END PLATE SECTION A RAMP CONNECTION I i 21 SECTION B RAMP SUPPORT RAIL SCALE: 3"=1' 11 11 41, \\ 1 I NOSING DETAIL CODE COMPLIANCE GENERAL NOTES: 1. IBC 2021, CHAPTERS 10 & 11 COMPLIANT 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN 2. RISK FACTORS I & II PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS, INC. PRODUCTS PRODUCED THE 3. RAMP SLOPE, MAX.RISE = 1:12 (VERT/HORZ) STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. [30" MAX. RISE EACH RAMP RUN BETWEEN 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC PLATFORMS] REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD 4. CROSS SLOPE, MAX. = 2% AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE 5. STAIR RISE = 7" MAX., 4" MIN. STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS, INC. 6. DESIGN LOADING: 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL 6.1. DECK/RAMP 100 PSF / 300# CONC. BE LESS THAN 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT 6.2. STAIR TREAD 300 LBS./TREAD ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED 6.3. RAILING 50 PLF/200 LBS. CONC. GRADE. 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. LOADING PER 30-FT RAMP 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. 6.5. WIND LOAD 135 MPH, EXP C, Kzt=1.0 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. 'D' MATERIAL SPECIFICATIONS 7. DOOR CLEARANCE AS REQUIRED BY IBC. PLANKING: 8. STANDARD 3 LINE RAIL FOR COMPONENTS 30" 0 THIS DESIGN IS LIMITED TO GALVANIZED METAL PLANKING MATERIALS. OR LESS FROM GRADE TO WALKING SURFACE 0 RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. OF RAMP, LANDING, OR STAIR. 0 PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR 9. 48" WIDE STAIR CLEARANCE. LENGTH. 10. 42" VERTICAL PICKET GUARDRAIL FOR 0 STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. COMPONENTS OVER 30" FROM GRADE TO LEGS: WALKING SURFACE OF RAMP, LANDING, OR LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. STAIR. LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. 1 1 . GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF LEG POCKETS SHALL BE 1 .781 " SQ X .125" AL. TUBING. RAMP, PLATFORM, OR STAIR NOSING. INSTALL ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC BOTH SIDES OF STAIRS AND RAMP. PLATED RENEWS 9 27 2025 12. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER ALUMINUM: WALKING SURFACE AND RETURN TO WALL OR 0 THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. RAIL COLUMN. 0 ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF 13. RAMP AND RAILINGS TO HAVE CURBS WHICH DO 35 KSI. NOT ALLOW PASSAGE OF 4" SPHERE WHERE HAND RAILS: o= ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND z THE WALKING SURFACE. HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. o d= 14. FOOTING INFORMATION: STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF z >- N o Jx = 12"x12"x1-1/2" P.T. WOOD OR 12"x12" 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE w `" a PRE -MANUFACTURED ABS ABS PAD REQUIRED UNDER HANDRAILS. C7 J - ALL ADJUSTABLE LEGS. • PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL z HORIZONTAL RAILS. zLU • HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY V) m a ABOVE WALKING SURFACES. 0 WELDING: 3 awa • ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN -PLANT FABRICATION. NO m 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 () off WARPING OF WELDED ELEMENTS. • FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. Q BOLTS: Q • ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE J LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE C'6 SPECIFIED. (/') • HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL C FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. LLJ c TECH SCREWS: U < • ZINC PLATED #10x1j", SELF TAPPING. U BLD2024-0519 RECEIVED Apr 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (2) g" Ox 4" LAGBOLT, GALV. OR SD5300 @ EACH 5-FT PLATFORM SECTION ADJACENT BUILDING SCALE: 3"=1' 1/4" TRACTION TREAD TRACTION PLANK TREAD N PLANK 00N SECTION D PLATFORM SUPPORT RAIL & CONNECTION TO BUILDING SCALE: 3"=1' AL. VERT. HAND RAIL 1j"x1j"x.125 SQ. 12" LONG 1A"x1j"x.125" SQ. TUBE INSERT. WELD TO 4"x4"xi" AL. BASE PLATE J"x2" AL. FLAT BAR THAT CONNECTS RAMP STRINGERS j"x1j" AL. PLATE WELDED TO EXTRUSION TO MAKE CONTINUOUS L SHAPE 11" SECTION C RAMP END TRANSITION END LEG SCALE: 3"=1' PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/16" RECEIVER TUBE 5" LONG (TYP.) 0 n z Q PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE AROUND HOLE. (TYP.) 2" x 2" x 3/16" w RECEIVER TUBE � 5" LONG (TYP.) O 0 ro (3) 1/2"0 BOLTS Y4" NOSING RADIUS, EQUALLY SPACED THRU TOP & BOTTOM 1/4" X 7" STAIR END ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER INTOPLATFORM. TREAD PLATFORM TREADS PER STAIR PLAN 0'-9" HEIGHT VARIES 11" RUN 16 GA. X 1 47-15/16" AL. STAIR FLAT GALV. PLANK, STEEL, TYP. 2"x12"x51" 1/4" x 8" ALUM. PLATE CARRIAGE 4"-7" R SEE DETAIL 5 7" RISE LEVELING FOOT 2 STAIRWAY ELEVATION SCALE: 1 /2"=1 ' 42" VERTICAL PICKET GUARDRAIL w/BALLASTS TO PREVENT A 4" SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION, BOTH SIDES OF STAIR. 0 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 HANDRAIL BOTH SIDE OF STAIR 23" *Z 1/4" MARGIN, TYP. STAIR PLANK t�j 2"x12"x51" DETAIL 4 - STAIR HAND RAIL 1-1/2" AL. ANGLE, SCALE: 1/2"=1' 3/16" THICK STAIR TREAD STIFFENER 12" 0'-1 1 /2" HANDRAIL CONNECTION, DETAIL 6 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 ALL AROUND. DETAIL 3 HANDHOLD SCALE: 1/2"=1' 1.781'I I I I I 1 j" 3/4" THREADED ADJUSTMENT 4" SQ. TYP. DETAIL 5 LEVELING FOOT SCALE: 3"=1' A >, 4" HANDRAIL TIE DETAIL 6 HANDRAIL CONNECTION SCALE: 3"=1' BUILDING HEIGHT CALCULATION - WOODWAY CENTER Site Plan �6S E� PL4v FiElD NEW PORTABLE \ 364 363 41" 361 P3 P2 913 913 SF O 131 PORTABLES 913 SF I NOT TO SCALE VV Elevation NOT TO SCALE +81 ±13' 4 363 Per Civil Survey, portable to be set at 363'.