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HomeMy WebLinkAboutPP - 14418 42ND AVE S - RESIDENCE - PERMITS AND PLANS14418 42ND AVE S ASSOCIATED PERMITS 01-S-105 Plotted by Edwin P Cogar C:\Dwg\LABEL1A.dwg ((us 4,/ „,vs To Syste Joist Space Head Box CENTRAL ISEFt MANIFOLD W/: DRAIN AND TEST LOW SWITCH RESSURE GAUGE GNS ON BODY 0 CENTRAL ALARM BELL Finish Floor 1" Backflow Device Conbraco 40-100 series Riser Detail scale 1/2"=1'-0" 18'-0" jpca'X01 po) iii of of S (2c 4 Most Remote Area 18.0 gpm @ 28.4 psi BOR 1 head 26.0 gpm @ 21.9 psi BOR 2 heads Manufacturers Requirements 18.0 gpm @ 18.4 psi with 1 head flowing 13.0 gpm @ 9.4 psi with 2 heads flowing Maximum spacing to be 16 x 16 of 8'-0" off any wall c is 4 c7 ELECTRIC BELL (WIRING AND CONDUIT TO BE BY OTHERS) ' MAIN FLOOR SPRINKLER PIPING PLAN SCALE : 1/8• - t' -o' 1728 S.F. 9 r c CPVC PIPE STRAP J CPVC PIPE/ HEX HEAD SELF _.% TAPPING SCREW DOUBLE FASTENER CPVC PIPE STRAP HANGER APPLICATION / RESTRAINER APPLICATION VC PI HEX HEAD SELF TAPPING SCR SINGLE FASTENER CPVC PIPE STRAP HANGER DETAIL *01 HANGER DETAIL. 402 SCALE 1/4'. i'-0' SCALE t4' =1'-0' SPRINKLER LEGEND ® SYSTEMS RISER o RiSE UP • DROP DN 2 WAY EARTHQUAKE BRACE ± 4 WAY EARTHQUAKE BRACE IEN GROOVED COUPLING \#01 HANGER TYPE AND LOCATION Q UPRIGHT HEAD © PENDENT HEAD D SIDEWALL HEAD OA UPRIGHT OVER PENDENT 25 PiPE SIZING HYDRAULLIC CALC NODE REVISION NUMBER BRANCH LINE NUMBER 1 Al > WELD TAG NUMBER .a. Without Cot tri ri1 As Noted in Rrd Per ind Attached L tt r `Thee plaids have en revizved by The Tukwila Fig Prevention titi►ati ft r cant -coronas with current ctty tandards. Acceptance is itul•,lt; t to errors and I salons which do not authotizo vloistitns of adopted tandards end ordinances. Tho ro ponlstbliity for the ode t4acy of desir9ii rost4 totally with tho designer. Additions, deletions or tovisions tf, !halo drawings s .oft 4 t date vilit void this ,.14:captsnt e and will re tl1r a :asubmittal of revised drawirigt t'er ttbsc to nt apprewl, ftl acCeptance is aub; t to field tet and inapccilan tsyr 1 °Ili:Talmo-Re Fig Prsveacin Stine;,, /1.- R SER 1. - NOTE: SHEETROCK MUST BE PRECUT HOLES FOR SPRINKLER HEADS ALL HEADS ARE SET FOR 1/2" SHEETROCK TO JOIST. ALL HEADS ARE PRESET, HEADS NEEDED TO BE ADJUSTED DUE TO IMPROPER INSTALLATION OF SHEETROCK TO BE PAiD FOR BY OWNER RISER LOCATION SEE RiSER DETAIL UNDERGROUND IS FOR HYDRAULIC REFERENC 1" METER (BY OWNER) PROPERTY LINE CIRCULATING MAIN EXISTING CITY MAIN GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 1996 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Taloa Hangers to be used - Fig 22, 23, & 24 are standard. 5. All underground piping to conform to local Water Department requirements. This is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed are to be steel. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a) Pressure at base of riser b) Sprinkler head location and spacing. c) Heads located from heat zones d) Exposed piping shall be steel. e) Sprinkler heads in uncondition areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinkler may be omitted from attic spaces with no FAU units or used for storage. 17. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. 18. Inspectors test to be per N.F.P.A. 13D and Fire Departments requirements, should have keyless him bib, with spies NOTE TO OWNER -INSULLATION TO BE INSTALLED ON TOP OF SPRINKLER PIPING TO PREVENT FROM FREEZING - j II i! { II I . 1 --I 1. 1 FAMILY ROOM KITCHEN 1 I BATH MASTER BEDROOM BUILDING SECTION B -B SCALE :1/8' =1'-0" ONLY AND NOT PART OF THiS SUBMITTAL 0 oo-� STATIC PRESSURE IS 50 LBS. UNDERGROUND PLAN NO SCALE BUILDING INFORMATION SQ. FT. 1,728 TYPE V -N OCCUPANCY RESIDENTIAL ZONE RESIDENTIAL FIRE DEPT. INFORMATION Name ' TUKWILLA F.D. Address 444 ANDOVER PARK E. TUKWILLA, WA. 98108 FAMILY ROOM 13'-? Trp-"-""-"'- q'_._ 1�, BATH 7'-7 1/2 7.-11 1/2' T-5" Q 112 , y 160 4.20 p 1= e O' 1 1= i KITCHEN ', O' 1 = O' 1 03 . E',-,1 1 r 8-11 .2 #511 4-0 ��, #511 N �_ 10-0` 8-4 �, ; - ' 0#511 p __\ #511 j #511 "' BATH s o I 1" -� 8'o . - #511 DINP G \ 1 > �`V MASTER BEDROOM 5'-2 1/2* 4'_7' i �O HFAr CLOSET 4'-4 �ti 431' SET2 F HEAD O' rl�OX HEAD NOOK* SET t; 4.-5. SET - U WALK IN 4 LOSET \ #511 SCS. • I �� ,•• r 0 i-. O( HALL 0 `� a'31.1.1QT W ' 1 0' O' 1� d� Mtn Ar. .o' 1 - il�� e- SE �1 1- A. -Y,\ `� _� (p `- I `- cn #51� f^ F. 1 iiiQ � F- #511 ti' #511 0- 12 9-3 5-0 ` 3-5 NTRl r U 10 �43% o 1 1-2 c a-2 2-312 R'-81 /2' 9' 4 1/2' 2'-11" a7 LIVING ROOM 4'-8 1/2" BEDROOM 5'-81 /2" 3'-8" BEDROOM 6'-10" RISER LOCATION 1R' -n" 8'-0" in' -3" 1n'-4" MAIN FLOOR SPRINKLER PIPING PLAN SCALE : 1/8• - t' -o' 1728 S.F. 9 r c CPVC PIPE STRAP J CPVC PIPE/ HEX HEAD SELF _.% TAPPING SCREW DOUBLE FASTENER CPVC PIPE STRAP HANGER APPLICATION / RESTRAINER APPLICATION VC PI HEX HEAD SELF TAPPING SCR SINGLE FASTENER CPVC PIPE STRAP HANGER DETAIL *01 HANGER DETAIL. 402 SCALE 1/4'. i'-0' SCALE t4' =1'-0' SPRINKLER LEGEND ® SYSTEMS RISER o RiSE UP • DROP DN 2 WAY EARTHQUAKE BRACE ± 4 WAY EARTHQUAKE BRACE IEN GROOVED COUPLING \#01 HANGER TYPE AND LOCATION Q UPRIGHT HEAD © PENDENT HEAD D SIDEWALL HEAD OA UPRIGHT OVER PENDENT 25 PiPE SIZING HYDRAULLIC CALC NODE REVISION NUMBER BRANCH LINE NUMBER 1 Al > WELD TAG NUMBER .a. Without Cot tri ri1 As Noted in Rrd Per ind Attached L tt r `Thee plaids have en revizved by The Tukwila Fig Prevention titi►ati ft r cant -coronas with current ctty tandards. Acceptance is itul•,lt; t to errors and I salons which do not authotizo vloistitns of adopted tandards end ordinances. Tho ro ponlstbliity for the ode t4acy of desir9ii rost4 totally with tho designer. Additions, deletions or tovisions tf, !halo drawings s .oft 4 t date vilit void this ,.14:captsnt e and will re tl1r a :asubmittal of revised drawirigt t'er ttbsc to nt apprewl, ftl acCeptance is aub; t to field tet and inapccilan tsyr 1 °Ili:Talmo-Re Fig Prsveacin Stine;,, /1.- R SER 1. - NOTE: SHEETROCK MUST BE PRECUT HOLES FOR SPRINKLER HEADS ALL HEADS ARE SET FOR 1/2" SHEETROCK TO JOIST. ALL HEADS ARE PRESET, HEADS NEEDED TO BE ADJUSTED DUE TO IMPROPER INSTALLATION OF SHEETROCK TO BE PAiD FOR BY OWNER RISER LOCATION SEE RiSER DETAIL UNDERGROUND IS FOR HYDRAULIC REFERENC 1" METER (BY OWNER) PROPERTY LINE CIRCULATING MAIN EXISTING CITY MAIN GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 1996 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Taloa Hangers to be used - Fig 22, 23, & 24 are standard. 5. All underground piping to conform to local Water Department requirements. This is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed are to be steel. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a) Pressure at base of riser b) Sprinkler head location and spacing. c) Heads located from heat zones d) Exposed piping shall be steel. e) Sprinkler heads in uncondition areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinkler may be omitted from attic spaces with no FAU units or used for storage. 17. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. 18. Inspectors test to be per N.F.P.A. 13D and Fire Departments requirements, should have keyless him bib, with spies NOTE TO OWNER -INSULLATION TO BE INSTALLED ON TOP OF SPRINKLER PIPING TO PREVENT FROM FREEZING - j II i! { II I . 1 --I 1. 1 FAMILY ROOM KITCHEN 1 I BATH MASTER BEDROOM BUILDING SECTION B -B SCALE :1/8' =1'-0" ONLY AND NOT PART OF THiS SUBMITTAL 0 oo-� STATIC PRESSURE IS 50 LBS. UNDERGROUND PLAN NO SCALE BUILDING INFORMATION SQ. FT. 1,728 TYPE V -N OCCUPANCY RESIDENTIAL ZONE RESIDENTIAL FIRE DEPT. INFORMATION Name ' TUKWILLA F.D. Address 444 ANDOVER PARK E. TUKWILLA, WA. 98108 Phone 425-413-5076 OWNER INFORMATION NAME SCOTT LABEL ADDRESS 4226 SOUTH 146TH STREET PHONE 144TH ST WAY 518 VICINITY MAP NO SCALE SUBMITTAL DRAWINGS 4/08/01 TUCKWILLA. WASHINGTON (206)243-4725 f14114111,4 « � Please call. 57 5.4407, and give this iota and O.l eet address for OM/ ' ':+i'iFarlt t ' 8' 10' 12' 14' 16' 18' NOTES REVISIONS DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT ICONN. Q 112 PEND BRASS 160 4.20 1/2" 7/16 ROC Defaul :,r t � �`2;.l -mak . r / NORCO L Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 LAB �;L R-SIDENCE #1 14418 42ND AVE S TUKWILLA, WASHINGTON CONTRACTOR: Norco Fire Protection, Inc. SPRINKLER PIPING RESIDENTIAL PERMIT NO. CONTRACT NO. N01013 APPROVAL KING COUNTY C.D.T. EDWIN COGAR SCALE AS NOTED DATE 04/08/01 REVISED FPO I ''' PLOTTED 04/08/01 1111 APR 2 ti 2001