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HomeMy WebLinkAboutPP - 3414 S 116TH ST - GATEWAY N BUILDING #9 - PERMITS AND PLANS3414 S 116TH ST ASSOCIATED PERMITS 06-F-153 04-F-220 08-S-463 06-5-134 D06-133 D04-249 M06-145 M04-180 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Jackson Dean (canopy) 3414 S 116th St Permit No.: 08-S-463 Date: September 26, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe directon per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. y INSPECTION NUMBER INSPECTION RECORD Retain a copy with per it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: J IICierdig+n A/e OG411 Cad sdhAorat Type of Inspection: / fV...- J5 / /(aI /a),)I.4.so Address: Suite #: 3Y111 S '!L sr Contact Person: 'r;,., L40.,4Z Special Instructions: C4 a d,•CsA Pre -Fire: Phone No.: year- r3i— ivy, Approved per applicable codes. Corrections required prior to approval. COMMENTS: (4 res s e -1 c.(4— { I'i144-j1-l5 1544c1 OM_ %^r /ti 7 • /14 J �IG Needs Shift Inspection: A/e Sprinklers: .4 Fire Alarm: A Hood & Duct: Al Monitor: C4 a d,•CsA Pre -Fire: r/ Permits: Occupancy Type: 6 Inspector: s1j 5-1(Date: B�Zy��!! Hrs.: p $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit. f�l AUG 2 9 2006 D •133 a•F• is3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 3„,,,a,,,,, oe,- Sprinklers: Hrs.: Type of Inspection: 0,,,,,,„e4,, F,101a, 1 Address: 34 Suite #: 1v 5 �14 �• Contact Person: T/-yyj Z4eri-Z Special Instructions: Permits: Occupancy Type: Phone No.: y2 f- ,S3) -- loW Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: - Hood & Duct: n/ Monitor: Gr.,0rt,,r-„" Pre -Fire: of Permits: Occupancy Type: 0 Inspector: S w (Jr- Date: gelyZ4/044, Hrs.: p 0.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid .t 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �jJ J CITY OF TUKWILA FIRE DEPARTMENT AUG 2 9 2006 irl oa • IVY- o4-1--• VS o -r /s3 DoC • ♦ 33 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: �+ •l � V 190404 peat-) l Type of Inspection: Hv,fc - �r,,,e- )41.4.eyLt 5%...,( 5 Address: 3 yjy 5 „L sr Suite #: Contact Person: /onl L-tL Special Instructions: Phone No.: 42 ( „f3). /a Y/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 44.91.2.vvi lr 1 v! �> -•�1zs, .) 0k. Needs Shift Inspection: Sprinklers: y' Fire Alarm: 01,..1t, Hood & Duct: N Monitor: C"Arvi-„ Pre -Fire: A, Permits: Occupancy Type: B Inspector: SW S 35 Date: $JZyfa G Hrs.: i $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit. AUG 7 2006 D06—/33 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/Type C c . s o CLe ctn of Inspection: t - 0 l'iAk/e r- COL/ et - Address: Address: Suite #:3/.//49 sig,../...ii Coact Person: Special Instructions: Phone No.: 1YApproved per applicable codes. Corrections required prior to approval. COMMENTS: / Needs Shift Inspection: rV/%'� Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 6-9cc7'o $80.00 Date: ei s 6 Hrs.: ,S— S $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t 444 Andover Park East. Call to schedule reinspection. ipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 Ciiy of Tukwila NOV 82004 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name J c K jn v1 Oecc ✓i Permit No. O0/147 Address 34-/ /L/ S % / CIL-4 Retain current inspection schedule Needs shift inspection Suite # t/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM / //,66P Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila NOV 1 8 2004 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name A�Ki Deav-t Address Permit No. fil© V-190 f„.1144©i~F-z.-a..c 4dice 31 f?ib 6i'- flittain current inspection schedule Needs shift inspection Suite # Approved without correction notice / Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: C762 i/7/6'4g uthorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 16'-0" 3S110H38VM 5'-5" —11" 2'-8" EXIST. SPR NKLERS UNDER STAIR 5'-0" —7 1/2" L ! PY/WORK AREA SHOWER 1 1.1 J 11.1.1iI 1 111111111111111111 GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE, UNLESS NOTED OTHERWISE 8. RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS. ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING. 9. SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 10. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). KEY PLAN EXISTINGLSPRINKLER PIPING NEW MAIN SPRINKLER PIPING NEW BRANCHLINE SPRINKLER PIPING CORRIDO RECEPTION 100 OFFIC 1. SCREWED PIPE 2" AND SMALLER SHALL BE DYNA-THREAD WITH BCI FITTINGS. EXTENDED COVERAGE HSSW SPRINKLERS ARE INSTALLED AND CALCULATED FOR 16' x 18' SPACING. 3. EXTENDED COVERAGE HSSW SPRINKLERS MUST BE INSTALLED WITH WATERWAY CENTERLINE 6 TO 12 INCHES FROM THE CEILING. 11 Without Comments fl As Notad In Red - Per The Attached. Letter 1 nese plans have been re' L. ,. _. . The Tukwila Fire Preven} :on Bur au r c!._ : current city •standard` f c Yi rd [ omIsscris rjf adopted P• standards ai! , S 4 for the adequacy of c nor. Additions, deletion of atter this date wil vo require a resubmittal of revised or- ,/. r;;...._for st: ;e.::quent approval. OFFICE Final accep a -Ice is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. - o2 By: OFFICE 1 L 118 ;. SII FUKWILA FIRE DEPARTM r1 Please call: 575.4407 and give this job No. 0 -S- Ljco 3 and exact address for shuts •e -.;n or restoration aporov 1. ❑. CORRIDOR 5' 6' NEW EXISTING HSr0_ f 5f F� 3 EXISRNG PRECAST WALL ERNE1R ROdM EXISTING ROOF (E) TRIES 8' 0/C J1:RPA l:,' -.i oI'i. OCCUPANCY PAP G HAZARD to `It'vl `'RCDP DENSITY .15 1500 -_ AREA PER HEAD HOSE .A,LLOV'1I; ,,NC i1` OF OFFICE GUT:,;I')if 10' 6' 114 MAR AND TEMPERED GLASS 42' MIN. HGT GUARD RAIL STUKAI. PRIMER SILIKAL REV368 FLEXBLE MEMBRAN 3/4" P.T. PLYWOOD, ATTACH W/ 110 SCREWS 4'O/C EDGE 10' FIELD CON1IN 12' BLOCKING SLOPE 2' 1200S200-54 0 12' 0/C 20 GA PREFINISHED BAKED ENAMEL FLASHING 2.5. 2OGA METAL STUD FRAMING AROUND NEW BEAM 1/2' HARDI BOARD 0'- 1 \--W14X48 (E) 7.25" WIDE PRECAST PANEL I ism, /////1 i?? EXTENDED COVERAGE W18X60 DRY HSSW SPRINKLER 1'/: HOLE THROUGH BEAM FOR SPRINKLERS, BY OTHERS E l i I REQUREO S: Ti}N(il t"R GPM i 30"2 .2 TOTALt ;O 2.5' 20 GA STUDS 16' 0/C & R-21 INSUL 7-6X6X1/4 TUBE STEEL COLUMN (4) NS AT/4 TS coLUMNAz BEAM ENDS, ENVY DETAIL D' • SCALE 1/4."= 1'-0" SECTION EXISTING SECOND STORY FLOOR FRAMING C:ktNEW SPRINKLER LINE DRY SSP SPRINKLER AT SOFFIT EXIS11NG BUILDING FOUNDATION REMOVE EXIST. FILL PIECE ADD NEW TEE TO TIE—IN NEW MAIN Level 1 - CANOPY ADDITION SCALE: 1/4" =1'-0" instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com PROJECT: JACKSON DEAN CANOPY ADDITION 3414 GATEWAY NORTH 116TH ST TUKWILA, WA \ievfieid stamps must be inspected before pipe Is hung. DO not paint piping -11'. i8 to ydiL static tp c -b o3 RYANT 017CE Because of increased demand our inspectors' schedules are irked 3-7 days ahead. Therefore,you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. SPRINKLER LEGEND SYM 1 COLOR I RESPONSE TEMP K NPT MFG. I ID # QTY _ EC DRY HSSW CHR CHR SR 155 1 24 TYCO DS -3 TY5339 4 • DRY SSP 4-0 STD CHR SR 155 5.6 1 TYCO DS -1 OFFICE I! 119 1' N SII FUKWILA FIRE DEPARTM r1 Please call: 575.4407 and give this job No. 0 -S- Ljco 3 and exact address for shuts •e -.;n or restoration aporov 1. ❑. CORRIDOR 5' 6' NEW EXISTING HSr0_ f 5f F� 3 EXISRNG PRECAST WALL ERNE1R ROdM EXISTING ROOF (E) TRIES 8' 0/C J1:RPA l:,' -.i oI'i. OCCUPANCY PAP G HAZARD to `It'vl `'RCDP DENSITY .15 1500 -_ AREA PER HEAD HOSE .A,LLOV'1I; ,,NC i1` OF OFFICE GUT:,;I')if 10' 6' 114 MAR AND TEMPERED GLASS 42' MIN. HGT GUARD RAIL STUKAI. PRIMER SILIKAL REV368 FLEXBLE MEMBRAN 3/4" P.T. PLYWOOD, ATTACH W/ 110 SCREWS 4'O/C EDGE 10' FIELD CON1IN 12' BLOCKING SLOPE 2' 1200S200-54 0 12' 0/C 20 GA PREFINISHED BAKED ENAMEL FLASHING 2.5. 2OGA METAL STUD FRAMING AROUND NEW BEAM 1/2' HARDI BOARD 0'- 1 \--W14X48 (E) 7.25" WIDE PRECAST PANEL I ism, /////1 i?? EXTENDED COVERAGE W18X60 DRY HSSW SPRINKLER 1'/: HOLE THROUGH BEAM FOR SPRINKLERS, BY OTHERS E l i I REQUREO S: Ti}N(il t"R GPM i 30"2 .2 TOTALt ;O 2.5' 20 GA STUDS 16' 0/C & R-21 INSUL 7-6X6X1/4 TUBE STEEL COLUMN (4) NS AT/4 TS coLUMNAz BEAM ENDS, ENVY DETAIL D' • SCALE 1/4."= 1'-0" SECTION EXISTING SECOND STORY FLOOR FRAMING C:ktNEW SPRINKLER LINE DRY SSP SPRINKLER AT SOFFIT EXIS11NG BUILDING FOUNDATION REMOVE EXIST. FILL PIECE ADD NEW TEE TO TIE—IN NEW MAIN Level 1 - CANOPY ADDITION SCALE: 1/4" =1'-0" instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com PROJECT: JACKSON DEAN CANOPY ADDITION 3414 GATEWAY NORTH 116TH ST TUKWILA, WA \ievfieid stamps must be inspected before pipe Is hung. DO not paint piping -11'. i8 to ydiL static tp c -b o3 RYANT 017CE Because of increased demand our inspectors' schedules are irked 3-7 days ahead. Therefore,you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. SPRINKLER LEGEND SYM TYPE COLOR ESC RESPONSE TEMP K NPT MFG. MODEL # ID # QTY Mt> EC DRY HSSW CHR CHR SR 155 11.2 1 TYCO DS -3 TY5339 4 • DRY SSP CHR STD CHR SR 155 5.6 1 TYCO DS -1 TY3255 4 • 4P PLUGGED HEADS 0 TOTAL 8 E rY REGISTRATION: REVISIONS: 4 3 2 1 9/24/08 HYDRAULIC CALCULATIONS NO. - . DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: JAY BEAKMAN 206-832-8438 DRAWN BY: JB CHECKED BY: SCOTT SPITZER JOB NUMBER: DATE: 9/17/08 SCALE: AS SHOWN SHEET TITLE: JACKSON DEAN CANOPY ADDITION SHEET NUMBER: FP -1 16'- 7J 0 c 5'-5„ 6'-11" _ _ _ 2'-8" EXIST. SPRINKLERS UNDER 5-0„ 4'-7 1 /2„ I111111111111III,111111111111111 / / / / / / / / / / / 1111 111111 tra imm UilII 11 .I.11.I.I.a1U1.I.L.0 11 �! �I !alio flI L 5' 6" /14 REBAR AND TEMPERED GLASS 42' MIN. HGT GUARD RAIL SIUKAL PRIMER cSIUKAL BB FLEXIBLE MEMBRANE 20 GA PREFINISHED BAKE)FLASHING 2.5" 20GA METAL STUD FRAMING MOUND NEW BEAN 10'-6" 3/4" P.T. PLYWOOD•, ATTACH W/ /10 SCREWS 4"0/C EDGE 10' FlELD CORN 12" BLOCKING SLOPE 2" W14X48 12005200-54 0 12" 0/C 1'P • 9 0 C NEW EXISTING 1/2" HARM BOARD 0'- DUSTING PRECAST WALL EXISTING ROOF s• (E) TRUSS 8' 0/C ) 7.25' WIDE PRECAST PANEL EXTENDED COVERAGE W18X60 DRY HSSW SPRINKLER 7-6X6X1/4 TUBE STEEL COLUMN • • ;. y • ►� • • • • • • a► :I, • ►�•. • �,•� SCALE: 1/4"= 1'-0" 2.5" 20 GA STUDS 16" 0/C & R-21 INSUL (4) 4X4X1/4 TS7 COLUMNS AT BEAM ENDS, ENW DETAIL "0' SECTION 1'/." HOLE THROUGH BEAM FOR SPRINKLERS, BY OTHERS EXISTING SECOND STORY FLOOR FRAMING -NEW SPRINKLER UNE DRY SSP SPRINKLER AT SOFFIT a EXISTING BUILDING imlf FOUNDATION PIPE, IN SOFFIT TO BE FREEZE PROTECTED HYDRAULIC CALCULATION DESIGN INFORMATION AREA CANOPY OCCUPANCY PARKING HAZARD ORDINARY HAZARD GROUP 1 DENSITY .15 / 1500 AREA PER HEAD i6' X 18' HOSE ALLOWANCE; INSIDE 100 I OUTSIDE 150 / / / / / / / / / / / / 5'-0„ �1 1' P1 /2" 9 GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE, UNLESS NOTED OTHERWISE 8. RELOCATED HEADS ARE ON 1" .SCH.40 ARM OVERS. ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING. 9. SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 10. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). KEY PLAN EXISTING SPRINKLER PIPING NEW MAIN SPRINkLER PIPING NEW BRANCHLINE SPRINKLER PIPING NOTES 1. SCREWED PIPE 2" AND SMALLER SHALL BE DYNA-THREAD WITH BCI FITTINGS. TUKWILA, WA 2. EXTENDED COVERAGE HSSW SPRINKLERS ARE INSTALLED AND CALCULATED FOR \�\; 30 5 // 5 L instry ife Of Year Building SEATTLE: 5005 3RD AVENUE .S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 FILE COPY PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.corn PROJECT: JACKSON DEAN CANOPY ADDITION 3414 GATEWAY NORTH :116TH ST 16' x 18' SPACING. 3. EXTENDED COVERAGE HSSW SPRINKLERS MUST BE INSTALLED WITH WATERWAY CENTERLINE 6 TO 12 INCHES FROM THE CEILING. SYSTEM DEMAND PSI AVAILABLE 13.4 PSI REQUIRED 96.6 SPRINKLER GPM ? 302.2 TOTAL COMBINED GPM 552.2 \\Mckdata\Pipe Archive\Fire Protection\dj\Archived Jobs\4246 Jackson Dean Cohst\Shop Drawings-McKinstry\Fire Protection0-1TI.dwg, 10/1/2008 8:03:16 AM REMOVE EXIST. FILL PIECE ADD NEW TEE TO TIE—IN NEW MAIN Level 1 - CANOPY ADDITION SCALE: 1/4" 1'-0' REGISTRATION: SPRINKLER LEGEND SYM TYPE COLQR ESC ,RESPONSE TEMP K NPT MFG. MODEL# ID 4 QTY ECIO EC DRY HSSW CHR CHR SR 156 11.2 1 TYCO . DS -3 TY5339 , 4 DRY SSP i CHR STD CHR SR . 155 5.6 1 TYCO DS -1 TY3255 4 41P PLUGGED HEADS 0 TOTAL 8 REVISIONS: 4 3 2 10/1/08 AS BUILT 1 9/24/08 HYDRAULIC CALCULATIONS NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: JAY BEAKMAN 206-832-8438 DRAWN BY: JB CHECKED BY: SCOTT SPITZuER JOB NUMBER: DATE: 9/17/08 SCALE: AS SHOWN SHEET TITLE: JACKSON DEAN CANOPY ADDITION SHEET NUMBER: FP -1