My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3301 SEAWAY BLVD 2024 MAGNIX Plans 2025-08-20
>
Address Records
>
SEAWAY BLVD
>
3301
>
MAGNIX
>
Plans
>
3301 SEAWAY BLVD 2024 MAGNIX Plans 2025-08-20
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/20/2025 9:09:23 AM
Creation date
8/20/2025 9:09:16 AM
Metadata
Fields
Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Tenant Name
MAGNIX
Permit
K2410-012
Year
2024
Notes
Adding 12 heads for CONFERENCE ROOM TI
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
DESIGN CRITERIA: FITTER/LISTER NOTES <br /> PER NFPA 13 2016 AND THE CITY OF EVERETT 1. ALL DROPS ARE TO BE PER FLEX DETAIL"FLEX"WITH 72"EASYFLEX U.N.O. <br /> 4 5 2. ALL HANGERS ARE TO BE PER DETAIL"SB"U.N.O. <br /> EXISTING CRITERIA: 3. SEND 5 FT.OF BULK 3/8"ATR FOR CTS HANGER RODS. <br /> 56-0" WAREHOUSE-RACK STORAGE 4. ALL SPRINKLERS TO BE CENTERED IN 2'DIRECTION ONLY OF 2'x 4'TILES <br /> NEW DESIGN CRITERIA: 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. <br /> OFFICES-LIGHT HAZARD 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER <br /> SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. <br /> 48G6N21.OK <br /> ❑ E <br /> GENERAL NOTES <br /> zs zs 2.1 zs zs zs _Azs� � 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: <br /> t * * t2.5 <br /> STEEL PIPE ASTM A-795 OR BETTER <br /> PIPE WALL INTERNAL END PREP TYPES WE'HTof CAPACITY <br /> AUU <br /> SIZE SCHEDULE THICKNESS DIAMETER ALLOWED TERfP IN CAuoNs <br /> 1 40 0.133 1.049 THREADED,CUT GROOVED,ROLL GROOVED,PLAIN END,POLISHE 2.05 0.044 <br /> I I I Q <br /> '* WALL THICKNESS PER NFPA#13 <br /> 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 <br /> - - + - + - - + - - + - + • 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED(III)WHICH ARE FLEXIBLE. <br /> I I <br /> SCOPE OF WORK <br /> o °� SMITH FIRE SYSTEMS(SFS)WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO <br /> ACCOMMODATE THE NEW WALLS AND CEILINGS. <br /> 2_5 + 2.5 �� . 5 2.5 2.5 "2 2.5� CLARIFICATIONS: <br /> F 1. SPRINKLER SYSTEM MODIFICATIONS ARE BASED UPON HAVING ADEQUATE PRESSURE <br /> AVAILABLE AT THE POINT OF CONNECTION. <br /> 2. STARTING AT THE EXISTING SYSTEM BRANCH LINES OR MAIN AT THE ROOF. <br /> - EXISTING BRANCH LINE 3. ONLY SPRINKLERS DIRECTLY AFFECTED BY NEW WALLS,LIGHTS OR DIFFUSERS WILL <br /> \ BE MODIFIED. SPRINKLERS WILL NOT BE ADJUSTED OR ADDED TO ALIGN <br /> 1^(2-0)U.N.O. SYMMETRICALLY WITH OTHER CEILING ELEMENTS OR EXISTING SPRINKLERS UNLESS <br /> 1"ELBOW SPECIFICALLY NOTED ABOVE. <br /> 2.5 _ z.s 2.5 �z.s _ z.s S z.5 l �2.55 s 2.5 4. EXISTING UPRIGHT SPRINKLERS WILL NOT BE REMOVED MODIFIED WHEN NEW PIPE IS <br /> - �' • • �j. • INSTALLED FOR THE NEW PENDENT SPRINKLERS. <br /> l'� 5. ALL NEW PENDENT SPRINKLERS TO BE QUICK RESPONSE,CONCEALERS WITH <br /> _ _ v o FACTORY WHITE COVER PLATES. <br /> 2.5"STRAP 6. ALL AREAS WITH WATER FILLED PIPE(WET SYSTEMS)INCLUDING ALL RISER ROOMS <br /> CP MUST BE HEATED OR PROTECTED TO MAINTAIN A MINIMUM OF 40°F. <br /> o 0 7. IMPORT MATERIALS,INSTALLATION AND DESIGN PER NFPA 13 STANDARDS&CITY OF <br /> EVERETT REQUIREMENTS AS SELECTED BY SMITH FIRE SYSTEMS. <br /> 8. ALL WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS.(7:OOAM-4:OOPM) <br /> 2.5 2.5 II 2.�/ // 2.5 2.5 II : 2.5 . • J EXCLUSIONS: <br /> + ` \\ II S V ELBOW (2)#16 x 2"DRIVE SCREWS <br /> II II a TOLCO FIG 58 <br /> 72"EASY FLEX SIDE BEAM 1. SAFE OFF OR A SEPARATE DEMO TRIP HAS NOT BEEN INCLUDED.IF DEMO IS <br /> ❑ aecsNzl.oK /II �I REQUIRED,IT WILL BE COMPLETED AT TIME OF INSTALLATION/MODIFICATIONS. <br /> 2"x 6" 4"x 3/8"ATR <br /> \\ \ WOOD JOIST 2. FLOOR MUST BE FREE AND CLEAR OF MERCHANDISE,STOCK,RACKING OR <br /> \\ CONSTRUCTION MATERIALS TO ALLOW FOR ACCESS TO PIPE AT THE STRUCTURE. <br /> w 3. PROVIDING ACCESS FOR AN ARTICULATED BOOM LIFT TO REACH THE AREA OF WORK <br /> O II v (ANY NECESSARY MOVING OF FURNITURE OR OTHER MATERIALS IS BY OTHERS). <br /> 2.5 2.5 z.5 z.5 O z.5 z.5 z.5 z.5 4. CUTTING/PATCHING OR FIRE CAULKING OF WALLS,CEILINGS OR FLOORS REQUIRED <br /> - - t - t - - t - t - o WOOD PANEL CEILING FOR NEW/EXISTING PENETRATIONS. <br /> HANGERRING 5. DAILY FIRE PUMP SHUT DOWN AND RESTORE TO BE PERFORMED BY BUILDING <br /> MAINTENANCE OR OTHERS. <br /> CONCEALOR 6. ROUGH IN OF NEW SPRINKLER DROPS MUST BE COMPLETED BEFORE NEW WALLS OR <br /> h G CEILINGS ARE INSTALLED. <br /> FLEX DETAIL "SB" HANGER DETAIL 7. NO WORK HAS BEEN INCLUDED IN THE EXISTING BUILDING BEYOND THE CONFERENCE <br /> ROOM AREA OF WORK. <br /> a 8. ACCESS PANELS OF ANY KIND. <br /> z.5 2.5 2.5 2.s z.s i z.s z.s z 5 NTS NTS 9. HEAT TRACE OR INSULATION OF ANY KIND,IF REQUIRED. (EXISTING OR NEW WET <br /> t SPRINKLER SYSTEM PIPE RUN THROUGH UNHEATED AREAS) <br /> a 10.PAINTING AND LABELING OF NEW OR EXISTING PIPE EXCEPT THAT IS REQUIRED BY <br /> = r <br /> CODE. <br /> 11.FIRE ALARM OR ELECTRICAL WIRING OF ANY KIND INCLUDING FLOW/AIR SWITCHES OR <br /> ELECTRIC BELL. <br /> 12.UPRIGHT SPRINKLER PROTECTION FOR NON-COMBUSTIBLE SPACE ABOVE THE <br /> CEILING LEVEL DURING OR AFTER CONSTRUCTION. <br /> 13.REPAIRS OR MODIFICATIONS TO EXISTING SYSTEM TO MEET REQUIRED CODES <br /> BEYOND SCOPE OF WORK ABOVE. <br /> 2.s z.s 2.5 z.s 2.5 2.5 gs 2.5 �' 4 14.MODIFICATIONS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES,INCLUDING <br /> + � + � + s + �( s • • RELOCATING EXISTING BRANCHLINES OR MAINS.(UNLESS NOTED ABOVE) <br /> 15.SEISMIC UPGRADES,INVESTIGATION,CALCULATIONS OR PE REVIEW ON EXISTING <br /> SPRINKLER SYSTEMS OR COMPONENTS.(UNLESS NOTED ABOVE) <br /> 16.STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES FOR HANGING OF SPRINKLER <br /> 0 0 0' o SYSTEM. <br /> \ 17.BACKFLOW INSTALLATION,MODIFICATIONS,OR CERTIFICATIONS.(IF REQUIRED- <br /> 19 UNLESS NOTED ABOVE) <br /> 18.FIRE WATCH OR TEMPORARY SPRINKLER PROTECTION DURING CONSTRUCTION <br /> 2.5 2.5 2.5 2.5 2.5 2.5 2. 2.519.OVERTIME OR AFTER HOURS. <br /> - - + - + f - - + S 20.UNDERGROUND WORK OF ANY KIND. <br /> I I I I <br /> - <br /> " TENANT IMPROVEMENT: <br /> THIS PROJECT IS A TENANT IMPROVEMENT.THIS FACILITY HAS ALREADY BEEN PROTECTED <br /> BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING <br /> SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL,CEILING,LIGHTING,AND <br /> 2.5 2.5 2.5 <br /> HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE <br /> �. +2.5 �. + 2.5 2.5 I 2.5 2.5 . EXISTING SYSTEM;THEREFORE,NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. <br /> 8 D.I. 8 .I. <br /> - a� - - - - - - a� <br /> H <br /> I <br /> I <br /> N SPRINKLER PLAN <br /> 612 <br /> a L.e,a"Famll <br /> SCALE 3/16"=1'-O" I EDCEwnTER OaRUHSTOH FOREST <br /> PPARK <br /> FIRE PUMP/RISER LOCATION + eLUEFs ^^^Dlsory OLACIERVIEw <br /> T T T T <br /> BUILT UP ROOFING OVER I <br /> R-30 RIGID INSULATION OVERS 8"D.I.FIRE AREA OF WORK <br /> OSB PLYWOOD DECKING SUPPLYROOF SLOPE VARIES I I •magnlx " <br /> apanese <br /> (DOES NOT EXCEED 2"/12") I / cumn 1- Con PINE ERLY <br /> _ PARK <br /> 48"GIRDER TRUSS 36"LH JOISTS @ 10'-0"O.C. Iadle ooi q a - <br /> ml _ <br /> REVISED FDC <br /> 36"LH JOISTS EXISTING BRANCHLINE LOCATION - Boeln 0 & <br /> 48"GIRDER TRUSS @10'-0"O.C. W/OVERHEAD 48"GIRDER TRUSS WALL MOUNT <br /> +' orympl 0 -opeaoo,cePle, <br /> SPRINKLERS TO REMIAN 40"LH JOISTS @ 10-0"O.C. BTM.OF ROOF 2 x 6 STIFFENERS I 2.5"x 2.5" s,onoo,Is,cou x uo s"ssE <br /> 24"D.C.TYR <br /> 10"COLUMN TYP.� 21'-0"THR.DROP @ N g0\� Lee Johoson� ORocsoress m,Less <br /> 7.25"CONCRETE _ _ _ _ s, nyNoda,of EEe,en <br /> TILT UP WALL w R <br /> 8' ' $ Soelnq 0 0 <br /> 72"FLEX TO G5 CONC. BTM.OF WOOD CLG. N ro a 90� _ g <br /> WAREHOUSE <br /> _ _ _ _ _ 8"D.I. <br /> ®Fred Meyel <br /> K Waller Hall Golf Course® N PYDress Lawn <br /> 0 ;eIPg E'en,2f0 0 Memollal PlOk <br /> 6"CONCRETE SLAB ON GRADE ' awn Pa,x <br /> X INTERCITv -CADEVIEw <br /> SEAWAY BOULEVARD SEAWAY BOULEVARD E,plc e M dle sc-ol 0 <br /> e^-�a F�elc.al meae® Trader .e5!® <br /> q BUILDING SECTION <br /> j FACING NORTH N N <br /> NTS SITE PLAN AREA MAP <br /> NTS NTS <br /> ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. <br /> A ABOVE FINISHED FLOOR MAKE TYPE LEN NIPPLE BRKT SCR QNTY SYM MANUFACTURER S.I.N. TYPE MODEL CH I NO. DATE BY REASON FOR REVISION <br /> eoe BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED NEW SPRINKLER PIPE ""'"eR �� "" DICE USA <br /> NEW 1"PLUG EASY FM-BRAI 48" 1/2" ACT NA 0 # -/-/-- --- - ■■■■■■■■■■■■■■■■■■■■■■■■■� 1106 54th AVE EAST <br /> BOD BOTTOM OF DECK STRUCTURE IN INCHES ■ WASHINGTON STATE ■ TACOMA,WA 98424 <br /> ea BOTTOM OF JOIST BOD EXISTING SPRINKLER PIPE EASY FM-BRAI 60" 112" ACT NA 0 O UNCHANGED ESFR BRZ 16.8K 3/4" 165" - 1111 BELL AVE SUITE A CERTIFICATE OF COMPETENCY <br /> BOP BOTTOM OF PURLIN IRE PROTECTION SPRINKLER SYSTEM■ CONTR.REG.NO.SMITHFS1360T <br /> sor BOTTOM OF TRUSS " 2-WAY EARTHQUAKE SWAY BRACE NEW 1/z^pwG - - RELOCATED EXISTING PIPE EASY FM-BRAT 72" 1/2" ACT NA D BUILDING INFORMATION <br /> CTS CUT ro SUIT LETTER INDICATES TYPE NEW FLEXDROP EASY FM-BRAT 48" 1/2"x9" GWB TEK D TUSTIN,CA 92780 <br /> Fo FIELD ORDER MAINTENANCE CONTACT: � Bassione Sean Van Soest � Bus: (253)926-laso FAX: (253)926-2350 <br /> IFOW INSIDE FACE OF WALL 4-WAY EARTHQUAKE SWAY BRACE S NEW STRAP OUTLET i EASY FM-BRAT 60" 1/2"x9" GWB TEK 0 ■ 6027-0110-C Level 3 ■ <br /> OFo OUTSIDE FACE OF WALL + LETTER INDICATES TYPE i RELOCATED EXISTING FLE EASY FM-BRAT 72" 1/2"X9" GWB TEK 12 MAINTENANCE PHONE: ■ N ■ <br /> NAS NO AUTO.SPRINKLERS PROJECT MANAGER: STEPHENAMATO ■ Smith Fire Systems, MAGNIX CONFERENCE <br /> UNO UNLESS NOTED OTHERWISE f HANGER LOCATION MT NEW MECHANICAL TEE OUTLET BRACKET LEGEND: ALARM COMPANY: ■ 82■ <br /> N.I.C. NOT INCONIRACT WALLLEGEND ACT=STANDARD OGSBBRACKET RELIABLE RA3415 SSPCONC G5-56 BRZ WHTCVR 5.6K 112" 165" --- 12 OFFICE PHONE: --- ■ SMITHFS1360T � ■ ROOM T.I. <br /> TOE THREAD ONE ENO ALARM PHONE: ■ O o■ <br /> ELEVATION ABOVE REFERENCED GWB=T-BAR,TBS ENDS,AND OSSB CLAMP CELL PHONE: 562-755-2797 3301 SEAWAY WEST <br /> coE OROOVEONEEND � POINT IN FEET AND INCHES R RELOCATED EXISTING SPRINKLER EXISTING WALL ALARM CODE: ■ ■ <br /> TEEITT THREAD BOTH ENDS HC13 T-BAR,HC13 ENDS,AND OSSB CLAMP EMAIL: SAMATO@DCE-USA.COM ■ Cl: <br /> xpire ■ <br /> O HYDRAULIC CALCULATION NODE NEW WALL TO CEILING 4-BAR=T-BAR,TBS ENDS,AND OSSB CLAMP ALARM PASSWORD: ■ 12/31/2 ■ EVERETT,WA 98203 <br /> P EXISTING THREADED OUTLET NEW FULL HEIGHT WALL TEK=(2)1/4"x1.5"TEK SCREW FIRE DEPARTMENT: SUPERINTENDENT: DEAN VASSAR L9 ::F�a.a. ■ <br /> �f- FLEXIBLE COUPLING WDS= 2 253-266-0880 <br /> •••••••••••••••■ <br /> FIRE DEPT.PHONE: PHONE: DEAN.VASS <br /> (E) EXISTING SYSTEM COMPONENT NEW LOW WALL ()#10XIP WOOD SCREW EMAIL: DEAN.VASSAR@MAGNIX.AERO DESIGNER PROJECT MGR DATE SHEET JOB NO. <br /> RIGID COUPLING E _ _ _ _ _ _ _ ] NEW SOFFIT WALL 90"x1/2"=90"NIPPLE 6"LONG 9"x1/2"=9"LONG x 1/2"EXTENDED NIPPLE TOTAL NEW 12 CERTIFICATE OF COMPETENCY STAMP VLAD Y. LANE L. 1 09.06.24 1 OF 1 NI24018 <br />
The URL can be used to link to this page
Your browser does not support the video tag.