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APPROVED BLD BLD2024-0064+Structural_Plan+9.12.2024_2.04.00_PM+4497092PORT OF EDMONDS DRY STORAGE SERVICE BUILDING 600 ADMIRAL WAY EDMONDS WA 98020 OWNER CONSULTANTS PORT OF EDMONDS STRUCTURAL ENGINEER CONTRACTOR SURVEYOR BIOLOGIST GEOTECHNICAL 336 ADMIRAL WAY CG ENGINEERING PORT OF EDMONDS REID MIDDLETON LAN DAN ASSSOCIATES HWA GEOSCIENCES EDMONDS, WA 98020 250 4TH AVE S, SUITE 200 336 ADMIRAL WAY 728 134TH STREET SW, SUITE 200 155 NE 100TH ST STE 302 21312 30TH DR SE STE 110 425.775.4588 EDMONDS, WA 98020 EDMONDS, WA 98020 EVERETT, WA 98204 SEATTLE, WA 98125 BOTHELL, WA 98021 Al CONTACT: ANGELA HARRIS 425.778.8500 FAX 778.5536 425.775.4588 425.741.3800 206.631.8680 425.774.0106 CONTACT: DENNIS TITUS, PE, SE CONTACT: STEVE QUARTERMAN CONTACT: SEAN GERTZ, PE LEGAL DESCRIPTION SEC 26 TWP 27 RGE 03RT-13-) BEG 688.03FT W OF N1/4 COR GOVT LOT 1 TPB TH S41° 21 OOW 54.17FT TH S48° 48 OOE 150FT TH S41° 12 OOW 765.65FT ALG W LN GN R/W TH N48° 48 OOW 418.11FT M/L TAP OF INT WITH INNER HARBOR LN TH N17° 30 OOE ALG SD LN TO INT N LN SEC 26 EXT TH N89° 42 OOE 603.93FT M/L TO TPB PARCEL NUMBER 27032600200100 PROPERTY INFORMATION TOTAL LOT AREA = 343,725 SQFT EX BUILDING FOOTPRINT = 300 SQFT PROPOSED BUILDING FOOTPRINT = NOT TO CHANGE TOTAL IMPERVIOUS SURFACE = NOT TO CHANGE SCOPE OF WORK INSTALLATION OF A 10' X 30' PROPOSED STORAGE TRAILER WITH AN ADA RAMP TO BE USED AS A SERVICE BUILDING FOR THE DRY STORAGE FACILITY. NOTE: SITE PLAN HAS BEEN PREPARED BASED ON FIELD MEASUREMENTS & COUNTY RECORDS & IS NOT A SURVEY, PROPERTY LINES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & UTILITY LOCATIONS. 1 AND CB RIM=12.42 IE(NE)=10.12-8"PVC IE(SE)=10.52-4"PVC SDMH RIM=13.86 FILLED WITH TIDAL WATER; UNABLE TO MEASURE PROPOSED CONTAINER OFFICE FFE: 16.85 i -------------------- -------------------- CB RIM=16.12 IE(NE)=13.92-4"P Q 3 • • s. I• MAN GATE I TW=15.09 i . < • ; BW=13.41 .• sN 1652 14.05 _ ELEC BOXES 4• • BO.fIT?•.I `Fd'• : �:. VICINITY MAP NTS = PROJECT SITE ' n GQNCRETI•. S i3 •' •::' I'I:.�.. TRENPH DRPdN ; HIGH CHAINLINK FENCE 41 SDr SD* SD*- C G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/12/24 Lu N z Q O H � H N Z u.l 0 m �H z H Lu w w O 0 a U I DESIGN: CCC DRAWN: ATD CHECK: DMT JOB NO: 23369.10 DATE: 01 /1 2/24 0 Z p m Imu w IV LLI C� cy- O (n >- O cy- N p O (n < 00 p � Z M p � Q LLJ L.L. 0 0 0 Q Z O Ld cy— O `00 W CL (D L SHEET: SITE PLAN 1 SCALE: 1" = 30' STORM DRAIN MANHOLE L(:R RIM=1911 21 STRUCTURAL NOTES C G (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF OFFICE SPACE 40 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 SITE CLASS D (DEFAULT) pF WAg$l SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.285 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.452 r- 1 •• SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.856 "'' 1 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.557 RISK CATEGORY II 45L 1 SEISMIC IMPORTANCE FACTOR 00 1.0 S SEISMIC DESIGN CATEGORY D `SIGNAL BASIC SEISMIC FORCE -RESISTING -SYSTEM PLYWOOD SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 09/12/24 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.132 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = D RI W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 97 MPH EXPOSURE D KZT 1.0 STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC. STEEL CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.2. SPECIAL INSPECTION SPECIAL INSPECTIONS ARE NOT REQUIRED. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE C, RECTANGULAR/SQUARE Fy = 50 KSI, ROUND Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. PROVIDE 42" GUARD RAILS W/ MAX OPENINGS PER IBC 1015.4. GUARD RAILS SHALL BE CAPABLE OF RESISTING A 200 LB POINT LOAD OF 50 PLF DISTRIBUTED LOAD PER IBC 1607.4 ELEV: 14.60 (2.0% MAX SLOPE ALL DIRECTIONS) EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE Al REDESIGN. PRE -MANUFACTURED rTrnr 7nl nu FLFV: 16.95 (2.0% MAX EXIST ELEVATION AT BASE OF RAMP: 13.20± PRE -MANUFACTURED BUILDING )ING FRAME B"O HEX HEAD BOLTS x 2 1/2 x 1/4 2" 0 x 2" LONG HILTI BOLTS 3x4x0'-8",TOP &BOT w N z Q O H � H N Z � w 0 m �H z H Lu Ld w O 0 a U Y Q DESIGN: CCC DRAWN: ATD CHECK: DMT JOB NO: 23369.10 DATE: 01 /1 2/24 0 Z m L LJ U_ Lil U) LLI 0 cy- 0 V) CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS FLOOR PLAN AN C H 0 RAG E DETAIL � N PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. 1 Q 0 SCALE: 1/4" = V-0" SCALE: 1 1/2" = V-0" 00 GENERAL 4'-0" 0 T-0" 4'-0" 8'-0" 0 Q STRUCTURAL DRAWINGS SHALL BE USED FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL Z DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT Q TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. J Q CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL 0 PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. W ^ V) CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL Li 0 0 ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS 0 Z ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT � O C0 SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF 0 0 0 CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 13- (p W SHEET: V ! 0 ' ZQ Q w on W 0 0 Z Z a J Z Q �Q LL 0 U � 0 �D Lf 0 rF- v ) LL J Simi C GI I \ CB RIM=16.12 e IE(NE)=13.92-4"PVC d 'd ISD MAN GATE e "• ° \ ITW-15.09 ° a 4 a v• TW=16.52 BW=13.41 ELEC BOXES e' : o ' q ° • ' e BOAT: Lam'.: 1 ELECTRIC CABINET TRANSFORMER �� \ cn BW=14.05 4e ".. a• f . • a TRANSFORMER \ ELECTRIC CABINET o �Q STOCKPILE LOCATION W/ PLASTIC \ \ Q�Q ° CQVERING PEB DOE BMP C123 e e ••• da d 1 RAMP 1q a d °+. ° °• ° MAN �A °.' q'SHED° °' e q de ° ELECTRIC . CABIN'Ef (IR IGATION) Cn T EXIST CONCRETE TO R IV AN o f USE EXISTING DRIVE AISLE FOR CONSTRUCTION ACCESS � I 0 c / ASPHAL CB RIM=13.43 IE( E)=9.53-4"PVC I IE(N )=9.63-12"PVC c/) I U7 SDMH RIM=13.58 IE=9.58-IP I PO SIBLE OIL FILTER v7 I 0 V7 I i c I 0 cn I � cn 0 rn ELECTRIC L CABINETS AND JUN TION BOXES 0 ASPHALT I 0 SDMH IM=13.23 I FILLED W TH WATER v7 0 CB RIM=12.42 I IE(NE)=10.12-8"PVC I IE(SE)=10.52-4"PVC CONCRETE J SDMH RIM=13.86 MANHOLE) FILLED WITH TIDAL WATER; UNABLE TO I MEASURE MAN •.• v .. ° d a ° '• A. Idd -A GATE A S ILL -KIT ' �: c+' m d : ° v •d 4 v. q X ° X_ X :X • ST ION '� �, a' d, : , e•• a d a. . ° 4 n q a o � ° d4 a'e' • �' e ° ' . v . : Q ° �' ° • q -- ° a ° e., 4 CPVCRETE 0- m, 'a. MEAN • GATE 1 v ° °° e , v d. ° ° A. ° .Uj 1. ° v d .• �. ° A' q° : i< 4 ° . v e• . d. a q A. e v C10NC. °: a d• �' a . : a• ° o ' o d CB RIM=12.52 a ' ° ° : ° INSTALL HIGH VISIBILITY PLASTIC , IE(NW)=UNABLE TO MEASURE;PIPE \� e q' < OBSCURED BY CYLINDRICAL a0R METAL FENCE TO MARK LIMITS' STRUCTURES x 'OF. CLEARING AND GRADING IE SE=9.82-6"RCP _ .1 ° •v d °O •?e .v.1 ( ) ice- - ° . • a d •v a ° o • INSTALL STRAW 2 % • • ' `� TW=16..1'2 ° ° . 1• ° o / GATE PE "(1 W=1'3a63 .'e ' a ' Q.:. a. s WATTLES e� •A . ° ' . v q . (� IE( o l : j 'b.• 1 A. • ' nO �( 7z Jh AF e V q mA e ° GATE a / a !$1 •� a /° e e . CB RIM-12.47 IE(SE)=927�12"PVC ° ::' . �:: • • • P aC q IE(SW)=9.37-12"PVC P •' : ' s \ / CB RIM=12.56 D. SD ! : IE(NW)=UNABLE TO Cti' a ° ':• .e' MEASURE;PIPE OBSCURED BY a TaEN°CFT °1 ' ° e m ° 1 CYLINDRICAL STRUCTURES A. (`y-)'a )/• DRAIN ° d'• Q1 : IE(SE)=9.86-8"RCP w �' d �NVE a A'<- • e d d• a d ° • p I•� . p ° ° e (n • •d 1. a .. ' .. ry : INSTALL CB INSERTS ON ALL CB'S , '•4I :: ` : , :.: . a ve a '... °e • (n 500' DOWNSTREAM FROM THE 3 a .. ° o . d.''• SITE CLEARING LIMITS d•. .. a °. CJ7NCRFFF, q\° a. 0• .: ASPH LT e a ,d .. •d °.•c'1✓., ems' _° '� I• •° ,•/ CB RIM=13.17 cn /•., '�.•• v� DRAIN RIM=12.72 ASPHALT ,�,, °.:. • ' BAGGED / 0 J e� : ° .. I E 12.3 2 �VERa ICAL 3"PVC°.:. • �1; /' :. j �•' :. r. ° ° ° d _A_ :° GRAVEL 'I I t i OIL WATER SEPARATOR. CB RIM-12.99 ° .�:. Al. d d IE(NW)=12.29-6"RCP CB RIM=13.11 NO PA .":: IE(NW)=12.21 -8"RCP SDMH RIM=12.91� p P P P - UNOPENABLE , 1 CB RIM=13.36 ... BAGGED U •• : . ' ' .. SDMH RIM=13.16 •••. • .0 .. � •'•. •• • ' •... �.. • . UNOPENABLE; COVERED \..: .(y BY CONCRETE WHEEL {�• CB RIM 12.60 STOP. ' IE(N)=9.60 12"PVC GRAVEL IE(SE)=9.70 12"PVC �::.:••. • ' ASPHAL- RIM= 2.68 :kb - CB [�,:. '.. , • / IE(NW)=9.88-1 "PVC q�':.:..'• 0. :�.., IE(NE)=9.98- 2"PVC o �: ' {�: :: , • . / / c� CB RIM=13 6 / P P P P IE(SE)=10. 6-6"PVC IE(SW)=10. 6-12"PVC/ IS CB RIM=12.94 co I E (SW)=10.14-12"PVC \ J p CB RIM=12.98 IE(S )=9.28-8"PVC \ O GATE IE(NE)=9.28-6"RCP / �1 IE(NW)=9.38- 10"PVC _ .. ° CONCRL -E-;i. e•' o a .vSDI d .4i '• e g - ..o ° d ° aNCRETE e e • ' n e SD O SD O SD SD SD ID SDI SD • 1. A. STOP SIGN � ° � 3 lAl wq VV a •04 d : "DRY STORAGE 2" SIGN ASPHALT ADMIRAL WAY "-CB RIM=12.30 SMALL DRAIN RIM=12.62 IE(NW)=9.40-12"PVC UNOPENABLE AND FILLED IE(E)=9.50-6X8"OVAL PVC WITH DEBRIS TEMPORARY EROSION CONTROL PLAN SCALE: 1" = 20' TEMPORARY EROSION CONTROL PLAN NOTES: 1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS. 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 11. 3. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED ON THE WEATHERFORECAST. 4. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION. 20 0 10 20 1 d) 40 CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48- TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2­, 2" MIN 5" MAX z ' 2%2"x24" UN -TREATED N �9 WOODEN STAKE (TYP) y PLAN VIEW r AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) WATTLE (TYP) SEE DETAIL SECTION A -A V WATTLE INSTALLATION ON SLOPES 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 3" MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0'• 2H:1V 20'-0" 3H:1V 30'-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REV SION DATE CITY OF EDMONDS JANUARY 2018 WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL BYE R. ENGLISH E R - 9 O3 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `S t . 1s13" CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) [41A01:■:T_myr. NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/12/24 J Q Lu N z H O z CC G N Lll O m �H z w W O 0 w a U Li -I I- fV fV r\1 Ql 00 Y Q DESIGN: CCC DRAWN: ATD CHECK: DMT JOB NO: 23369.10 DATE: 01 /1 2/24 m 0 m LLI O U_ w > F_ Lit Z (n O U � O� cy- N Q 0 p �0 N Q M 00 LLJ W 0 o Q �-- o Q Z I..1_I , � ^/ V Q O Q Z [L Z cy- O O :2 :2 L CL (D 0- SHEET: SCALE: NTS I Z& C GI � PROPOSED CONTAINER OFFICE FFE: 16.85 I e \ CB RIM=16.12 IE(NE)=13.92-4"PVC d a ° ISD MAN GATE e ° \ I TW=15.09 A. aA A BW=13.41 o ' q s • ' e ELECTRIC CABINET TRANSFORMER TW=16.52 ELEC BOXES BQAs!' Lam'.: �� TRANSFORMER \ \ ELECTRIC CABINET o BW=14.05 �Qy 4e a °•'. v \ Q v ° ° e . \ 1 RAM .q'a ° ° d: `• e• v' e ° ade ° ° °-_ ° e t IAAN "�AT£ a ° ° SHED° ' ::. ' MAN f. ELECTRIC. CABIN a o' P. S o : a' (IR IGATION) O S ILL -KIT ' ° d °.. v. ° ,: �: a v. ° e.. ' a %� X �° X.� X. e. X. 4 ° ° Jp�" ST ION < 4.s' O I e e ° e ° ev• 4 e ° a °., a .a ° COI�lCRETE d '• ain. v IyIHN :GATE , v' ° �J� ?• .e ° °•'• ev A. ,ev �•' a.• ° A •.•d. a d v.. a 1e' � 1 e, e. °v A. . A d., X4 v :o :.° e•. a •a ° '• e A* o e d CB RIM=12.52 " A. IE(NW)=UNABLE TO MEASURE;PIPE \� e a v° e °° OBSCURED BY CYLINDRICAL INSTALL DOWN P UT e.$PL SH LO K °°°.. sj- :d: °4. s• aa�. a. ."'. e STRUCTURES I.�•a a °p :° .� a° ° v .. •a•1 IE(SE)=9.82-6"RCP - v e. o ADA RAMP, GRADES 4. 1 .. a ° a�� PER 1.1 TW• 16..1'2 GATE d <w 13<63 •'e a°' 4 • Q.: °. s : ' 2 A. �' e.•° IE( o (y. •1 ..� e.• env X / IE( ° e v •� •° / I ° ° ° n .. e . < \ GATE v _��• /.••. •. / e CB RIM- 12.47 ° cn ASPHALT f' 1)4 -w :;� * ° s IE(SE)=9.27�12::PVC1. ° .�.: • .. / �.... :. • ' CB RIM=13.43 IE( E)=9.53-4"PVC I IE(N )=9.63-12"PVC c I0 v7 SDMH RIM=13.58 IE=9.58-IP I PO SIBLE OIL FILTER , v) I 0 N I cf) Ico I � cn , 0 rn ELECTRIC L CABINETS AND JUN TION BOXES 07 0 I ASPHALT I� 0 SDMH IM=13.23 I FILLED W TH WATER 0 CB RIM=12.42 I IE(NE)=10.12-8"PVC I IE(SE)=10.52-4"PVC CONCRETE ---- SDMH RIM=13.86 MANHOLE) FILLED WITH TIDAL WATER; UNABLE TO I MEASURE 1 DRAINAGE PLAN SCALE: 1" = 20' IE(S )=9.28-8"PVC OL: GATE IE(NE)=9.28-6"RCP / �1 IE(NW)=9.38- 10"PVC _ v� e S . . ° ° ve C5NCR&E ... a e a a. a • 'a e - SD O SD O SD SD SD IDSDI SD p f. STOP SIGN Ll -� ° � 3 °° ° • d : "DRY STORAGE \ 2" SIGN ASPHALT - - - ADMIRAL WAY CB RIM=12.30 SMALL DRAIN RIM=12.62 IE(NW)=9.40-12"PVC UNOPENABLE AND FILLED IE(E)=9.50-6X8"OVAL PVC WITH DEBRIS 20 0 10 20 40 `St. 189- BUILDING ROOF DOWNSPOUT, SEE NOTE 1 DOWNSPOUT EXTENSION 2_4 " 041nr zc" i nni^ x c" T-H n -&R- SPLASHBLOCK, SEE NOTES 2 AN8 5 SEE NOTE-+ GENERAL NOTES: 1 . RPF-ER;PG ;'IF- L^ 99 jTn GF-PRAGr NOTES: 1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. 2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL. A. �ni nj i t ����" ?T rAoio�n ^Wool rj PFmR W T- r^ n nz /n\ no F REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT SEPTEMBER 2023 DISPERSION SPLASHBLOCK PUBLIC WORKS FOR ROOFS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 633 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/12/24 w N 1:* 1:* W fV fV Q c-I c-I C) c\-I Ql O O Y Q DESIGN: CCC DRAWN: ATD CHECK: DMT JOB NO: 23369.10 DATE: 01/12/2411 Z 0 m Ld a cy- (n >_ O � N D < OO N < 00 Z 0 W L 0 0 O Q Z O � O :2 000 CL SHEET: Al V / J Q W 0 0 Z Q Z Q C201 SURVEY NOTES: 1. PROPERTY LINES SHOWN HEREON ARE BASED ON REID MIDDLETON SURVEY FOR PORT OF EDMONDS RECORDED ON SEPTEMBER 12, 2024, RECORDING NUMBER 202309125005, RECORDS OF SNOHOMISH COUNTY. 2. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. A BOUNDARY SURVEY WAS NOT COMPLETED IN CONJUNCTION WITH THIS TOPOGRAPHIC SURVEY. 3. THIS SURVEY WAS COMPLETED IN THE MONTHS OF APRIL - MAY, 2024. 4. ELEVATION AND CONTOUR ACCURACY MEETS NATIONAL MAPPING STANDARDS, ONE-HALF THE CONTOUR INTERVAL. 5. ALL LISTED COORDINATES ARE GRID AND DISTANCES SHOWN ARE GROUND. tax 6 TW=16.52 BW=14.05 � P , IR IRR "-15 ELECTRIC CABI (IR IGATION) (n 60 �J h' J� c WV Xl\a U) 3.54 � I B WV / B IRR � WV % IRR II cn ASPHAL CB RIM=13.43 IE( E)=9.53-4"PVC IE(N )=9.63-12"PVC I o lllti SDMH RIM=13.58 IE=9.58-IP PO SIBLE OIL FILTER I Cf) I �� I � 0 I I8' TREE U) o I ISIGN 13.63 HANDPARKINGI SIGPARKINGeA cn 0 HANDICA PARKING SIGN ELECTRIC L CABINETS AND JUN I BOXES p 6" TREE ASPHALT I I CLUSTE OF TREES 12", 12", 14' 6", 6", 12" & 12" U 0 ��� SDMH IM=13.23 � I FILLED W TH WATER cf) 113.0 CB RIM=12.42 IE(NE)=10.12-8"PVC I IE(SE)=10.52-4"PVC CONCRETE SDMH RIM=13.86 MANHOLE FILLED WITH TIDAL I WATER; UNABLE TO 4 MEASURE Q � \ �yy` 7 )' 900 PKWSHR N= 297461.26 E= 1257191.88 ELEV= 14.59 N CONTROL METHODOLOGY EQUIPMENT TRIMBLE R12i GNSS RECEIVER METHOD : 3 MINUTE OBSERVATIONS THROUGH WSRN NETWORK EQUIPMENT TRIMBLE S7 1-SECOND TOTAL STATION METHOD : FIELD TRAVERSE TOPOGRAPHY METHODOLOGY EQUIPMENT : TRIMBLE S7 1-SECOND TOTAL STATION METHOD : FIELD TRAVERSE FIELDWORK PERFORMED : APRIL - MAY, 2024 PORTION OF GOV'T LOT 1, SECTION 26, TOWNSHIP 27 N, RANGE 3 E, W.M. 20 10 0 20 40 SCALE IN FEET F.E.M.A. NOTE ACCORDING TO FIRM MAP NO. 53061C1292F, DATED JUNE 19, 2020, THE PREMISES SHOWN HEREON LIE WITHIN ZONE "AE" AND BASE FLOOD ELEVATION IS 12'. UTILITY NOTES: 1. THE UTILITIES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS OF SURFACE FEATURES, CITY OF EDMONDS GIS AND BY PAINT MARKS SET BY A UTILITY LOCATING COMPANY. FIELD LOCATIONS MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION. 2. ALL UTILITIES MAY NOT BE SHOWN AND ACTUAL LOCATIONS MAY VARY. 3. UTILITIES MARKED * ARE AS PER CITY OF EDMONDS GIS. �F 73 CB RIM=12.98 ��.. ��h 10" TREE \ / \ I'..'.:.......:.�. .::.,. 4 •/ IE(SE)=9.28-8"PVC 12" TREE 10" TREE �� ' Al2" TREE GATE x 10 TREE 10 -GATE IE(NE)=9.28-6"RCP LJ C� 10" TREE \ 14 12" TREE �12" TREE \ �\ 10" TREE I r ASP AAI T M 10" TREE r� � IE(NW)=9.38-10"PVC e a. a 13°49 IGN i ! RF,4i 7TREE 1 ti "DRY STORAGE 2" SIGN SMALL DRAIN RIM=12.62 UNOPENABLE AND FILLED WITH DEBRIS STORM DRAIN MANHOLE TIDE GATE ! .� • :awe • _ _ ��. ■ • ■ ! ! Mill ��■■■I�+irrlC�l�l� u I rctt ?S N� LPARKING SIGN 2 ASPHALT �13� Olt, GCB RIM=12.30 IE(NW)=9.40- 12"PVC IE(E)=9.50-6X8"OVAL PVC CB RIM=12.11 IE(NW)=9.41 -6"IP 11° ADMIRAL WAY a LP ID 13.57 SD 3.6 SD VA " THE 10' TR a. 13.39 10" TREE GONCRETE a 2� 12" TREE 13.25 -tiv 13 12" TREE x s GATE �3a ED � �y_PARKING SIGN 0- ASPHALT X �5' HIGH CHAINLINK FENCE HORIZONTAL DATUM NAD83/11 EPOCH 2O10.0, WA STATE PLANE, N ZONE COORDINATES ESTABLISHED THROUGH GPS RTK OBSERVATIONS VIA THE WASHINGTON STATE REFERENCE NETWORK, ADDITIONAL CONTROL COORDINATES WERE ESTABLISHED VIA CLOSED TRAVERSE. OBSERVED CONTROL POINT POSITIONS: CONTROL POINT NO. 900 PK WITH WASHER STAMPED "RM CONTROL" IN ASPHALT AT THE ENTRANCE TO MARINA BEACH PARK NORTHING : 297461.26 EASTING : 1257191.88 CONTROL POINT NO. 901 PK WITH WASHER STAMPED "RM CONTROL" IN ASPHALT AT THE EAST SIDE OF ADMIRAL WAY NORTHING :297832.63 EASTING :1257542.45 VERTICAL DATUM NAVD88 PER FIELD OBSERVATIONS TO THE WSDOT BENCHMARK "TIDAL 9 1969". USC&GS BRASS DISK IN CONCRETE SIDEWALK AT PORT OF EDMONDS MARINA PUBLISHED ELEVATION = 13.333 LEGEND `D CONIFER TREE DECIDUOUS TREE To COMMUNICATION PEDESTAL EHH ❑ ELECTRIC HANDHOLE JB® JUNCTION BOX EO O OUTDOOR ELECTRIC OUTLET LP� LIGHT POLE LIGHT O STORM DRAIN MANHOLE LJ CATCH BASIN E7 INLET HYDp FIRE HYDRANT WVm WATER VALVE IRR ® IRRIGATION BOX HBO HOSE BIB SSCOO SANITARY SEWER CLEAN OUT BLRDO BOLLARD FVLT VAULT F SIGN FOUND MONUMENT IN CASE 5/8"REBAR AND CAP x PK NAIL W/WASHER \\\\ BUILDING LINE - - - - - - - BUILDING AWNING/OVERHEAD X CHAINLINK FENCE 0 0 o HANDRAIL P POWER LINE SD STORM DRAIN LINE SD*- RECORD STORM DRAIN LINE W WATER LINE c COMMUNICATIONS LINE PROPERTY LINE - MEANDER LINE CONCRETE PAVEMENT ASPHALT PAVEMENT GRAVEL DETECTABLE WARNING SURFACE SD*- E -13- x- 901 PKWSHR 06/10/2024 -x- N= 297832.63 X E= 1257542.45 ELEV= 12.98 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 L NOTE: I- -i IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. Z O in W } m w a 0 0 z 0 0 CV N c.� o N 00 c/ o 0 0 r_,3 C-lI a � CC) a Q z j U) O U Z = V) � 0 :2 O U 0 � 2 -_ LL] O O U) Q O � r� r� 0 z a- O a 0 O ILL. O �7__ U SCALE 1 "=20' DES. SHEET OF 1 NO. SHEETS DR.IDW OH' WRM F.B. 525 DATE 6/10/2024 FILE NO- 222024.003 13 of me _' unv-,.-- side of the or on the ceiling roof framingasMb14 18C WA State Amendments (0 fflon(o 09 Code Co rv_'� 13 RCO P 138C 13 C" ini rd I lul lul Applicable Codes: WASHINGTON: Type of Construction: Description: Occupancy: Floor Area: Gross Wall Area: Occupant Load: Energy Zone: 2015 International Building Code with WA Amendments Site Address: Port of Edmonds T-1 Title Sheet 336 Admiral Way 2015 International Mechanical Code with WA Amendments 2015, Uniform Plumbing Code by 1APMO with WA Amendments Edmonds, WA 98020-7214 A-0. 1 Door & Window Schedule 1 -0 0"N 2017 National Electrical Code (NEC) with WA Amendments Snohomish County A -I Floor Plan ��14 2015 International Energy Conservation Code with WA Amendments 2009 ICC A 117.1 Accessibility Standard Material A-2 Section, Mateal List & Fastening Schedule VB Dealer: Pacific Mobile Structures, Inc. A-3 Exterior Elevations STATE OF WASHINGTON, DEFT, OF Lai 13806 45th Avenue NE A-4 Details PAS 51120TRICAL PLAN REVIEW/SECTION Office Marysville, WA 98271 ................. ........ A-5 Reflected Ceiling and Details F4LAN- LRAL B M-I Mechanical Plan and Notes DATE�-I;- _j�V`Zix Builder: Blazer Industries, Inc. SUBJ T TO CODE AND FIELD INSPECTION 253 square feet PO Box 489 E- I Electrical Wiring Schematic Aunisville, OR 97325 E-2 Electrical I Notes & Calculations Cop.ta(-.'--- Jamie Holmes 692 square feet Phor,,�: '503) 7491900 - 1 - , 1 STATE OF WASHINGTON S-1 Foundation Plan & Details DEPAR"IrIMENT OF LABOR AND INDUSTRIES 3 Fax: 1 (503) 749-3969 FIELD SERVICES AND PUBLIC SAFETY E-mail:,james@blazerind.com FACTORY ASSEMBLED STRUCTURES PLANAPPROVAL # I PrAek 2QC=ka 19681 ® ® BY DATE: K SUBJECT TO FIELC; N-9PffCTION OVERSIGHT c3 OR VIOLATION OF RCW IS NOT INC)UDED L E A 0, f� hoi 7 4C EXPIRATION DATE: e .I Note•. The Structural Design Details Herein are Specific to the Building Size and Module Configuration Shown on the Floor Plan of These Drawings, No Authorization is Given or Implied for use of the Modules in the Initial or Subsequent Installation Which Results in a Building Size or Ihstalled Module Configuration Different Than Shown on These Drawings. This Building will be sited a minimum of 10 feet from all Property Lines and 10 feet from any assumed Property Lines between existing structures on this site. Site contractor bears responsibility for providing handicap accessibility to this structure in conformance with appropriate codes. 4-22-20 .1 ENGINEERING-RS E!M TAS COPYRIGHT 2020, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. no Q il a L Roof ....................... 30 psf (Snow) Wind ......................120 mph Exposure licit (VULT) Floor ...................... 50 psf or 2000 lb. Seismic .................. Site Class D, SDS= 1 -0, SDI=0.6 Risk Category 11 I - Foundation plan review and inspection. 2. Air barrier test where required by the individual state. 3. An accessible route shall be provided to the building area as required in 2015 IBC section 1104. 4. Removal of axles, drawbars, spring hangers and related running gear from the steel transporting frame. 5. Electrical connection to service. 6. On site electrical service grounding, electrode system and bonding. 7. Required arc flash labeling per NEC 110.16 8. Available fault current field markings per NEC 110.24. 9. Accessible plumbing fixtures required by 113C 2902. 1, but not shown in this building are conveniently located in an adjacent accessible building located on the same property, and the path of travel to such facilities shall not exceed a distance of 500 feet. 10. Fire extinguisher installed near exterior door on site _23 zo 2-0 when required. S G �F S 11. Register airflow test and balancing of HVAC system to be performed by others on site when required by the individual state. 10 12. Site installed gutters & downspouts or roof drains 35006 IS T as applicable. NAL OFFICE for Ewa toorn' of Edmonds Pacific Mobile Approved for Const: Job No: 19681 File Copy: 5F +rllo T= 1 Drawn By: TAS . Edmonds, WA I issue Date: 4-23-201 FASTENING SCHEDULE MATERIAL LIST AIR BARRIER NOTES: RQQE —ROOF: i?OOFING.......... r hL TPO CARLISLE SURE —WELD — FULLY RIM —TO —RAFTER (4) 0.131" x 3" NAILS (SI=NCO KC27 OR EQUAL) lED TO Y2" SECURGCK THESE KEY AREAS SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER—STRIPPING: I : TERMINATION BAR INSTALLED ON PERIMETER RAFTER —TO —TOP PLATE AT ENDWALL 0.131" x 3" NAILS AT 6' cc (SENCO KC127 OR EQUAL) —JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES) BOTTOM ROOF RiM,—TO—ICP PLATE 0.131" x 3" NAILS AT 8"cc (SENCO KC27 OR EQUAL) SHEATHING... .P.A. RATED SHEATHING (48/24) USE APPROPRIATELY SIZED BACKER ROD WITH MINIMUM 2" LAP AT ENDS < ARR;ER 'COMPONENT' (3/4" CDK PLYWOOD) SECUROCK—TC—SHEATHING (16) MIN. #9 SCREWS AND 3" iNSULATION FASTENING P L A ES —JUNCTIONS BETWEEN WALLS AT: —BUILDING CORNERS: USE CAULKING PER 4' x 8' SHEET <AIv11NG .......... F2 K 4,F T ERS 24"oc —STRUCTURAL FLOORS: USE SILL SEAL OR CAULKING SHEATHING —TO —ROOT MEMBERS USE APA RATED SHEATHING INSTALLED WITH SEAMS OFFSE i 4'-0". jS........... ``N IINU( US LVL 2.0E —ROOFS AT RIM): USE SILL SEAL OR CAULKING 3 „ `' ( ) FASTEN ROOF SHEATHING WITH 0.113x2/a NAILS AS FOLLOWS: 6"oc EDGE, 12"oc FIELD. vSULATiGN . < -24 CELLULOSE BLOW—IN BETWEEN RAFTERS —PENETRATIONS OF UTILITY SERVICES THRU THE AIR BARRIER Cal ROOFS, WALLS, � ' `2 LAYERS 1Y2" RIGID BE ON FRAMING AND FLOORS USE CAULKING, SPRAY FOAM, OR AIR BARRIER TAPE ) ( ) MALLS: —BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS: USE BACKER ROD, CAULK, SPRAY FOAM OR AIR BARRIER TAPE :.E_ILING ........... ,`; •-_NDED T --BAR —JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDANTS: USE CAULK OR APPROVED TAPE PLATE —TO —STUD MIN. OF (3) 0.131" x 3" NAILS BOTTOM CC'Li;i\_... "A" (AIR BARRIER COMPONENT) VW SHEET ROCK SENCO P15 STAPLES & GLUE —RECESSED LIGHTING FIXTURES: USE CAULK OR SPRAY FOAM NTING...... BOTTOM PLATE —TO —FLOCK 0.131" x 3" NAILS AT 8"cc (SENCO KC27 OR EQUAL) LP SMARTSIDE—TO— SIUD AT SiDEWALL 0.113 x 23/8" NAILS AT 6" EDGE, 12" IN FIELD. WALLS: (AND AT 4"oc TO TOP AND BOTTOM) 'SIDING. _S LP SMARTSIDE PANEL T1-11 ALL PANEL EDGES SHALL BE SUPPORTED BY FRAMING OR BLOCKING O VES J 8"oc —USE 10'-0" PANELS LP SMAR-1SIDE — To— STUD AT ENDWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS Sol A...... GROOVE — FURRED OUT 1Y2" ALL PANEL EDGES SHALL BE SUPPORTED BY FRAMING OR BLOCKING THREE STUD CORNER CONNECTION 0.131" x 3" NAILS AT 8" (SENCO KC27) IM• • • • - CORNERS, WINDOWS, AND DOORS NOTE: 2"x2" GALVANIZED FLASHING INSTALLED 3V1f. SIDING AND UNDER CORNERS, FLOQR AMiNG ............. : x6, D.F. #3 or BETTER STUDS © 16"oc FLOOR JOIST —TO --RIM 4 0.131" x 3" NAILS (SENCO KC27 OR EQUAL ( ) ( - ) ,3P PLATE _ .. _ -..... . z 6 CONTTNuflUS (DF#2 OR LVL 20E) CLASS "A" BOTTOM COVER —TO —JOIST 16 GA. x %" WIDE CROWN S APLES_AT 12 MAX. EDGES ONLY OTTCM PLL :... .. r> ).,_. FLOOR DECKING—TO-2x JOIST 0.113" x 23/8" RING SHANK NAILS (SENCO "GE-24) AT 6 LDGE, 12 Lu USE CONSTRUCTION ADHESIVE (Ai=G01) ON JOISTS4"oc AT 3:CG PERdME.iER. ,ITE ATION...........,I UNFACiU FIBERGLASS BAITS I'v TERiOR F s: ....... ViNYLWR SHEETROCK(AIR BARRIER) NOTE: INSTA:._ 'VINYL WRAP SHEETROCK FULL LU26 HANGERS AT ALL RAFTERS HEIGHT ON EX i ERICR WALLS 1,2 B OVER SiDEWALL OPENINGS A i'i:LT RAIL, .. ........:;' x 76 SER :: S NO GROOVE LP SMARTSIDE w/ 6— 10d x 1 1/2" NAILS TO ROOF RIM. i2 Y4 � " . �P, RAP LOWER 19" OFF BUILDING w/ MOIST —STOP � ��JIST. PRO1 L:; iK;V WRAP ENTIRE BUILDING w/ TYVEK BUILDING WRAP I 1 ,.. FLOOR: SEAL AT ROCF CKING �Jif� F3AIRRIE <tiAILDLvC,R RIM/ TOP PLATE ` ; COMPONENT', ULLTRAPLY XL RA,MING..... 2x8 Dr #2 FLOOR JOISTS @ 16"oc i <iMS.................2x8 CONTINUo,.'` LVL 2.0E SULATION ...... >J UNFA( t:) FIBERGLASS BA -IT w 1 NOTE: USE (2.) LAYERS OF R-15 0 w BACKER ROD AROUND I JTTCM CGv' .F; ....::LASS "A" z ' INTERIOR SIDE OF w ONE DRY CUP PERM _ ILLJ WINDOWS AND DOORS VAPOR BARRIER ON C <L THE WARM SIDE. Q FRAME: z TYPICAL THRU—CUT. _ IYPE . ......I,,',�_NTIUNAL ........ . O o � vI I i AIN RAIL. i- BEA i � p LNGTH 11 go. 8" C—CHANNE. � NOTE:;"..;..�. � r , 4 CAULK WALL CORNERS ;<<:)SSiv1EMBERS Al FRONT AND REAR I FROM TOP TO BOTTOM j.- AT INTERIOR XL.ES................ 2j siAKE, 8:00 14.5 14-P't..Y fiRES , iOH........ ............. iACHABLE SEAL AT FLOOR RIM/ BOTTOM PLATE j _ _ �_ STENING_^, ` E h N IS: zzz I 1 LOOR JOIS Io .-DEAIv1.....GRK RSS Y4x3Yq" SCRE'dv'S OR SPAX Y4x3 POWER A�'S 16"c I (ALTERiX � ` 0 .'O SiDE OF EACH I--BEAIM) 1. i H 1 ND CROSS.JI , ,Ei,�� i2 ti UNNt JOIST—, TO END RIM JCiSI. --- I (5) GR:F: SCREWS OR SPAX %4x3 POWER LACS 0 75„30 GRADE aid %0310 E I I 1kN' A A__4 <.'T TO 00DF fi °� �x'�tatiL�SPE�iO>a 35006 w� SCALE: 1/2" = V-0" ��� �IDNA- t 4-10-20 PRELIM REVIEW - SP TAS COPYRIGHT 2020, BLAZER INDUSTRIES, INC. A roved for Const 4-23-20 ENGINEERING - IRSMOBILE S TAS THIS MATERIAL IS THE EXCLUSIVE PROPERTY OFFICE Torpp Job No: 19651 OF BLAZER INDUSTRIES, INC. AND SHALL kil IN 10X30 File Copy: NOT BE REPRODUCED, USED, OR DISCLOSED ® TO OTHERS EXCEPT AS AUTHORIZED BY THEWE &(/ INDUSTRIES, INC. Drawn 8 TAS DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. Me P.O. BOX 4 wvvw.blazerind048 WA GOLD Pacific Mobile y 945 Olney St.t. m Aumsville, OR 97325-0489 Edmonds, W%� Issue Date: 4-.91-gnAm,2 T_ o FINISH FLOOR LINE L EA FROM STUD TO FLOOR RIM. (TYP. WHERE SHOWN) WALL A ELEVATIOIN' SCALE: 114" = V-0" 02 1% 1 L E V A T I UrAN' I SCALE: 114" = V-0" WALL 1 & 2: -INSTALL '1746" LP SMARTSIDE SIDING WITH ALL EDGES SUPPORTED AND FASTENED WITH 0.113 x 2%" GALV. NAILS AT 4"oc EDGE, 12" IN FIELD, 6"oc TOP & BOTTOM. -USE MSTC28 STRAPS AT CORNERS, SEE DETAIL 'Y, THIS SHEET. W A L L 1 E L E'VA T 10' ik-q' ,SCALE: 1/4" = V-0" W 'A' L L 2"" -"' E -__ L E V' A T lu" IN SCALE: 1/4" = T-O" ACH SIDE #12 FRONT VIEW MSTC128 STRAP 'vVIT'r-11 "12) 10d x NAILS TO FRAMING "',R 2 -1 E K S C R E\A/ S GA. X i 0";-UAL _l_Nc-'IH C CHAINNL_ END CROS-SMEMBER )STRA,PPING DETAIL OF ' l,G T ON APPROVED JUN 0 4 '10�0 SUBJECTIM CODE AND F= LNSPECrION WALL ANGLE CROSS TEE #8 x 1/2" ROUND WASHER HEAD TEK SCREW (SELF- TAPPING) NOTE: SCREW IS NOT TIGHTENED DOWN AGAINST BERC2 CLIP UNATTACHED WALL ATTACHED WALL (TWO ADJACENT WALLS) (TWO ADJACENT WALLS) SEISMIC BERC2 CLIP -FACTORY INSTALLED AT TWO ADJACENT WALLS. -SCREW TIGHTENED FOR SHIPPING IN ROOMS WHERE CEILING CROSSES MOD LINE, LOOSEN SCREW ON SITE BY SET UP CREW A A SEISMIC /OxTTACHMEINT /A F WALLS N. T. S. (ARMSTRONG SEISMIC *Rx SUSPENSION SYSTEM (ESR 1308)] N (D-- 81, 12 GA, HANGER A X WIRE 4'-0" MAX, BERC2 CLIP / (SEE DETAIL MAIN RUNNER R ---- OR CROSS TEE ACOU STI CAL, L_ BOARD W A L 1 /8" POP RIVET (NO r POP RIV;.:_[S)- ANGLE ')S TEE PROVIDE 3/4" SPACE AT WALL' MEMBER AT OPPOSING WALL (ATTACHED WALLS) (UNATTACHED WALLS) 12 Gll�_ HANGER WIRE TYP 4'-O"oc 0 12 GAUGE W I-,! ' AIN RUNNER- SPLAYED S 4'- 0 c. BRACING WIRES AT 12' FT, o.c, 45* 2" 'vi G CROSS TEE 2 STANDARD 1-43AR-DETAILS. r SEISMIC BERC CLIP CA / TnD V f t, 1 0 T A I I r7n a 2 x 4 LED TROFFER Al .(WO ADJACENT WALLS SEE DETAIL (1/A-5) 0 0 0 F7 0 ci tool V I u-e_v rr'r-LIIVI Mr-Vlr-VV - Ot- I A6 COPYRIGHT 2020, BLAZER INDUSTRIES, INC. 4-24-20 ENGINEERING - RS TAS THIS MATERIAL. IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE FDATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. AIR DI'! - FUSER CEILING GRID SEE DETAIL (2/A-5) REFLECTED 'EILl" PLAISJ M Ell INDUSTRIES, INC Fin,OX P.O. B489 www-bl.zehrid.com min 945 Olney St. E Aurnsville, OR 97325-0489 ��E Port of Edmonds •Pacific Mobik� AT 4'---0` oc EACH STRUC FURE ABOVE, TYP. 12'_ oc EACH ROOM iS 144 SQUARE :ATE FIRST POINT OF 6' 0" FROM WALL A 1 lh�l 8" MAX yp I C A I F 0 R CROSS RUNNERS DTI _'AL H'_,N,'t, 1" RTICAL RUT E. 2" -)E BRACING iN MAX%`A C H RUNNER AT AN" LE DEPT 0F uSTRFS PAS "LA': `L`CTION JUN 0; 4 ?020 21 -70 S', BJEC7 TO CODE I— -�11l .A.NrD FIELD LNSPEC71-10N A01,0v�, 5006 rrO 3 S Oc,ko C, Approved for Const: Job No: 19681 File Copy: u) Drawn By: TAS Aa,5 Edmonds, WA ls,,D,te 4-27-20 A' " I 'A L " LAk MEUH N U F IN I A AIf^ A I ►a^-rT— %_ 5. Luw rKt��UKt UUGI brbI tMb bHALL HAVt LLJNbI I UUINAL ANU I KANSVLKSL JOIN IS, SLAMS ANU CONNLCI IONS OF SUPPLY AND KEIUKN DUCTS AND PLENUMS SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS EMBEDDED -FABRIC SYSTEMS OR APPROVED TAPES INSTALLED IN ACCORDANCE WITH 2O15 IMC WAC CHAPTER 6 SECTION 603.9. 6., DUCT INSULATION SHALL COMPLY WITH 2O15 IMC WAC CHAPTER 6, SEC 604. 7. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY WITH IMC CHAPTER 6. 8. 8" DIFFUSERS WITH NO MANUAL DAMPERS. USE FLOW CONTROLS AT PLENUM, TYPICAL AS NOTED ON PLAN. 9. MINIMUM OUTSIDE AIR VENTILATION PER 2015 IMC WAC CHAPTER 4, TABLE 403.3.1.1. 10. OUTSIDE AIR DAMPERS SHALL COMPLY WITH 2O15 WSEC, SECTION C403.2.4.3. 11. ALL NEW SYSTEMS HAVING A TOTAL COOLING CAPACITY OF GREATER THAN 20,000 Btu/h REQUIRE ECONOMIZERS PER WSEC 403.3 EXCEPTAS PERMITTED BY C403.3 EXCEPTION 1 12. WASHINGTON STATE - 2015 WSEC SECTION C 403.6 EXCEPTION 1. - VENTILATION PROVIDED VIA NATURAL VENTILATION PER 2015 IMC SECTION 402 IN LIEU OF DOAS REQUIREMENTS. MECHANICAL NOTES: (cont.) MECHANICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION. ELECTRICIAN MUST VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. CONTRACTOR SHALL ARRANGE ALL HVAC U N ITS AND ASSOCIATED ITEMS FOR ACCESS CLEARANCES. THERMOSTAT SCHEDULING TO BE PERFORMED ON SITE BYOTHERS. HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM. (2015 IMC WAC403.3.1.5) ,i PRELIM REVIEW - SP REVISION MECHANICAL SYMBOLS SYMBOL DESCRIPTION 2'x2' SUPPLY AIR DIFFUSER �X — SUPPLY DUCT w/DIAMETER INDICATOR (D I THERMOSTAT QTY. SIZE DESCRIPTION H.V.A.C, 1 1.5 TON 4 kW '0,ALL. HUNG HEAT PUMi? w/ ECONOMIZER, THERMOSTAT PARD #8403--060 AUTOMATICRSE SETBACK— EADBAND CONTROLLEE Fs PLENUM 5 TON Pwso52 Natural Ventilation Chart per IMC Section 402 room #I name Az (sf) 4% (sf) I openings check Inotes 1 lGeneral Office 1 253 1 10.1 1 28 1 OK DOAS is not provided due to the exception for areas with natural ventilation under 2015 WSEC C403.6 Exception 1. Natural Ventilation is provided per 2015 IMC Section 402.1, 402.2 and 402.3. Section 402.1-The Natural Ventilation shall be provided through the windows and exterior doors (SEE PLAN SHEETA-1 for location and sizing information). Section 402.2 - The minimum openable area of these means of natural ventilation, shall meet the 4% of floor area requirement. The exteriorwindows and doors provide direct natural ventilation to the spaces at the perimeter of the building. PACKAGE *SPVU* HIGH EFFICIENCY WALL MOUNT HEAT PUMP — SCHEDULE SINGLE POINT SENSIBLE HEATING HEAT CONNECTION DO BLOWER VENTIL. COOLING COOLING CAPACITY HEATING HEAT STRIPS UNIT BARD UNIT UNIT AIRFLOW BLOWER MOTOR VENTIL (FA) FILTER OUTDOOR ENTERING ENTERING CAPACITY CAPACITY 47degs COP UNIT UNIT STRIPS OUTPUT MCA MOCP WIRE UNIT TAG UNIT MODEL NUMBER SIZE QTY CFM SPEED TYPE DEVICE CFM TYPE EER (DB) TEMP (DB) TEMP (WB) TEMP BTUH BTUH BTUH 47degs HERTZ VOLTS PHASE KW BTUH AMPS AMPS SIZE WGT ADDITIONAL NOTES HP- W18HB-A04ZP4XXR 1.5 1 709 MED ECM I ECON ---- MERV-8 1 11 95 80 67 18,136 14,290 16,800 3.5 60 240 1 4 13,652 37 40 8 325 1,2,3,4,5,6,7 ADDITIONAL NOTES- ' -- CAPACITY LISTED ABOVE ARE IN ACCORDANCE WITH ANS/ARI STANDARD 390-2003 FOR SPW (SINGLE PACKAGE VERTICAL UNITS) 2 OF �IASNIVGTOI - COMPLIES WITH EFFICIENCY REQUIREMENTS OF ANSI 90.1-2016. OEPT. Or LAI30R.A -DUSTRrEs 3 - BARD THERMOSTAT #8403-060, 7-DAY PROGRAMMABLE D PAS PLAN RE t'IE 4 - 2" PLEATED FILTER, MERV-8 W SECTION 5 - UNIT COLOR IS *BUCKEYE GRAY* APPROVED 6 - HEAT STRIPS KIT WITH CIRCUIT BREAKER 7 - PRE INSTALLED OUTDOOR THERMOSTAT, SET AT 40DEG'S & LAC CONTROL (R) OPT JU 0 4 8 - BARD CO2 SENSOR, #S8403-067 49 ��2Q 9 - BARD INDOOR REMOTE SENSOR. #8403-062 10 - ECONOMIZER, FULL FLOW, WITH JADE CONTROLLER, ENTHALPY/TEMP SENSOR •" M.C. TO REFER TO INSTALLATION INSTRUCTIONS FOR START UP AND EQUIPMENT SET. A\;) It.Lz) •* M.C. TO CHECK SITE VOLTAGE AND SET CORRECT TAP ON TRANSFORMER. *" M.C. TO SET AND PROGRAM THERMOSTAT PER CUSTOMERS REQUIREMENTS. •� M.C. TO SET AND CHECK ECONOMIZER AND VENTILATION PRE PROJECT REQUIREMENTS TAS COPYRIGHT 2020, BLAZER INDUSTRIES, INC THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE BY WRITTEN PERMISSION OF BLAZER INDUSTRIES INN AL 66" INDUSTRIES, INC. �® P.O. BOX 489 V www.blazerind.com 945 Olney St. ® Aumsville, OR 97325-0489 Ed.moffids ro'_ a Pacific Mobile Approved for Const: File Copy: Drawn By: Edmonds, WA Issue Date: Job No: 19681 AM TAS I Mio 1 4-18-10 SCHEDULEPANEL NOTE: ALL CONDUCTORS COPPER. 100 AMP 122,000 AIC CKT NO DESCRIPTION TRIP AMPS WIRE SIZE VOLT AMPS 100 A B �\ - - VOLT AMPS WIRE SIZE TRIP AMPS DESCRIPTION CKT NO 1 LIGHTING 20 12 172 2972 8 40 HVAC 2 3 RECEPTACLES 20 12 720 2972 1200 / 12 j 20 / SIGN 4 6 5 RECEPTACLES 20 12 720 SPA 10 12 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/240 PHASE: i � CONNECTED LOAD CALL. LOAD LIGHTING EXTERIOR INTERIOR 28 VA x 125 % = 35 VA 144 VA x 125 % = 180 VA RECEPTACLES THRU 10,000 OVER 10,000 1440 VA x 100 % = 1440 VA 0 VA x 50 % = 0 VA MOTORS, COMPR. TOTAL LARGEST 1944 VA x 100 % = 1944 VA (1440) VA x 25 % = 360 VA HEATING 4000 VA x 100 % = 4000 VA TOTAL KVA CONNECTED LOAD AMPS 7.56 TOTAL KVA CALCULATED LOAD AMPS 7.96 31.48 33.16 4-21-20 1 ELECTRICAL ENGINEERING REVISION FIXTURE EMBEDDED OCCUPANCY f DAYLIGHT SENSOR (TYPICAL) 1.5 TON 4KW 11EER - 240V SINGLE PHASE HVAC MOTOR,_ COMPRESSOR, HEATER SIZES)__ OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 6 RLA 48 LRA—_ OUTDOOR FA.N NDOOR 3L0 R 1.1 FLA FL.A 1 /6 HP 1 /3 HP MEAT STRIP 4,--- KVA 240 VOLT MINIMUM CRCUIT AMPS 36 AMPS MAXIMUM OVERCURREN 4 PROTECTION 4.0 AMPS OVERCURREN; PROTECTION SHALL BE DUAL ELEMENT 11ME DELAY FUSE OR HACK CIRCUIT BREAKER HOMERUN TO PANEL (TYPICAL) PLUG LOAD I CONTROL RELAY H= HOT (BLACK) (TYPICAL) H N N= NEUTRAL (WHITE) S= SWITCHED HOT (RED) — H -N I ��� I I HALF CONTROLLED HALF CONSTANT CAT 5E PATCH POWERED CABLE RECEPTACLE OPEN TOPOGRAPHY (TYPICAL) TYPICAL CONTROLLED RECEPTACLE ONE -LINE ONE -LINE -DIAGRAM 100 AMP FEEDER PANEL. MAIN BREAKER 120/240 1q #6 Cu GEC TO STEEL FRAME BY BLAZER 1--1/2" PVC STUB BY BLAZER (2) #2 Cu THHN (1) #4 Cu THHN (1; #6 Cu (WIRE ON SITE BY OTHERS) #6 Cu GEC TO FLIFER BY OTHERS (IF REQUIRED) #6 Cu GEC TO ;GROUND RODS --BY OTHERS (IF REQUIRED) 1 � a 1 a #6 Cu WATER C �. BOND TO STEEL FRAME BY BLAZER FORM A COiviPF_- 1 E uRC,_)U iNG ELEC IRODE SYSTEM [DER 2 ! NEC 750. 53 GENERAL NOTES: I . WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY MAILING OFF WITH SOLID CONDUCTORS OR OTHER APPROVED MEANS OF TERMINATION. 2. ALL CONDUCTORS ARE COPPER; TYPE THHN J THWN 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 4. WIRING METHOD IN METALLIC CONDUIT OR M.C. CABLE. 5. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION PLATE SHOWING CIRCUIT NUMBER AND EQUIPMENT SERVED. WAC 296-46B-110 022 6. EXI'ERIOR WEATHER PROOF GFCI SHALL HAVE A "HEAVY DUTY' WEATHER PROOF "IN USE' COVER. 2017 NEC 406.9(B)(1) 7. CONTROLLED RECEPTACLES SHALL BE LABELED PER 2017 NEC 406.3(E) WITH THE TEXT "CONTROLLED" AND THIS SYMBOL 8. HVAC UNITS HAVE AN INTEGRAL SERVICE DISCONNECT. 9. THIS PLAN IS NOT AN "AS -BUILT" CIRCUITS MAY BE RUN DIFFERENT THAN SHOWN BASED ON OBSTACLES ENCOUNTERED. 51-11C WAC2015 WSEC CHAPTER 4 NOTES: 1. ALL LIGHTING SHALL CONFORM TO SECTION C405 2. 100% OF LIGHTING FIXTURES HAVE EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS FOR INCREASED ENERGY SAVINGS, AND ARE INDIVIDUALLY ADDRESSABLE. (C406.4) 3. 100% OF LIGHTING IS SET FOR CONTINUOUS DIMMING AND IS ADJUSTABLE BY OCCUPANTS, FOR OCCUPANT COMFORT, VIA WALL PODS. (C406.4) 4.O;o OF RECEPTACLES ARE CONTROLLED BY LOCAL OCCUPANCY SENSORS (C405.10) SPACE BY SPACE LIGHTING POWER DENSITY PER 2015 WSEC C405.4.2.1 SPACE DESIGNATION SQ. FT. SPACE TYPE WATTS SQ. FT. BASE * ADDITIONAL REDUCTION ** GENERALOFFICE 255 OFFICE ENCLOSED 0.89 227 170 TOTAL SQ. FT. 255 TOTAL ALLOWED 170 W TOTAL INSTALLED 144 W * BASE = SQ. FT. x ALLOWED WATTS PER SQ. FT. - TABLE C405.4.2(2) ** ADDITIONAL REDUCTION = BASE x .75 - (C406.3.1) STa - .­;ti FAS PL k c > A AND MELD INSPEC I tON