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Home My WebLink AboutBLD04-105s ~, ~ z~- o~ .~~/y~ C~~ l~ ~ CITY OF PORT TOWNSEND - AUTOMATIC FIRE SPRINKLER SYSTEM ~'~U` ~~ PERMIT & INSPECTION RECORD `~j~`,5 7U SEE THIS CARD MUST BE POSTED AT CONSTRUCTION SITE -~T`~1 /~ ~,o~~~ CALL 344-4607 (Tom Aumock) FOR INSPECTION r, / / t-('~~`-~ ~' Permit Number: BLD04-105 Issued: 04/26/04. ~!v Job Address: 232 Tavlor Street Zoning: C=III ~~ >°~ Z Nature of Work: Install Automatic Fire Sprinkler System Use of Building: Restaurant (lower floor only) Owner: Dan Veenstra / , ~, /~ I Licensed Contractor: ~Vikin>? Automatic Sprinkler - VIKINAS373NT , ~ a~j0~ INSPECTIONS AND TESTS ~ ~-jl, LOCATE(S) /~\0~'"i Pass Fail N/A ^ ^ ^ Fire Department Connection (Storz) ~v.~,~„~5 ^ ^ ^ Vault(s) ^ ^ ^ Post Indicator Valve Inspector Date SYSTEM TEST(Sl & INSPECTIONS P_ass/Fail ^ N/A ^ /1 ~ Val I ll i Pi i B i ~~'14,f't lf~ ^ ^ ~ ve nsta at p ng, rac ng, ons ri1' _ '" {~ k Fl P i I i P bli W k D B epartment) ow revent on nspect on ( u c or s ac ^ ^ Gds Drain and drip device between FDC and Check Valve ^ ^ ^ ^ ~ ~ Approval for Cover (except @joints when prior to flow tests) ~- H d t ti T t 2 h 200 i i i 13 13R St ti @ 13D) ~ -// y ros a c es ( our, ps m n mum , ; a c ( ^ ^ l~ .Pressurized Air Test (24-hour dry test to 40 psi) ^ ^ (IY/ Flush with sieve with De-Chlorination tablet (to sewer manhole only) ^ ^ GY Flow Test: Water Pressure Gauge Reading: psi static to ^ ^ C9' Ffl ^ ^ Q/ ^ ^ See Next Pate _ psi flow reading Fire Alarm System Inter-tie with Sprinkler System Test _ seconds to alarm initiation Sprinkler Head installation ~~ ~°~ Piping, bracing, system insta lati n (~~Z1,~~~~,/~y~( Page 1 of 2 ~ ~~ F ~ ,z° ~ ~ O H. WATER SUPPLY INFORMATION Minimum supply provided. Connection to water supply. ~~/ FDC and/or PIV ~ n s) are acceptable (within 50' of a public fire hydrant) .~ PIV sectional location(s) aze a maximum of 5 devi es. Hydrant Test Information Oo Plans: ~/f ®`~~57 Location and elevation of static and r idual pressure. Flow location. from property to be protected. Static pressure indicated on the plans. GPM indicated on the plans. ,_. Date and Time of testing is indicated on the plans. Test conducted by/who supplied supply information indicated on plans. This projectrequires super hydrants (6x2-2'/"xl-4"). New on-site pipe diameter(s) and piping materials per NFPA 24. System use limited to 90 % of available water supply. v a~i ~ ou cC 'y ^ a ° pC 2 ~ 3 O III. WATER SUPPLY UNDERGROUND DESIGN Pipe material type and MFG ~ ~ provided. d ~ ~ Valves data include model number and listing. d Hydrant location(s) and/or pipe size and depth of bury indicated. Thrust blocking. n n ~ " d Supply NFPA notes on plan. emu/ ~ ~ Joining method used. v rx ~ c c ~ o ~ z a: 3 O IV. OVERHEAD SYSTEM COMPONENTS o o o d o o a ~ 0 t ~ ~ ~ oood Pi in Material and size -including wall thickness. Hangers -including the listing and proper location. Earthquake bracing -including materials, size, and proper location. Dreinaee• Main drain. Inspectors test outlet (MRA). Auxiliary drains in basements and pitched ceilings. Washingron State Patrol Pire Protection Bureau Sprinkler Checklist Page 2 of 5 b a o z cG 3 O IV. OVERHEAD SYSTEM COMPONENTS (continued) ooo~ 0 0 0 ~ ~ L~ ~~ 0 ~ 0 0 0 0 ~0 0 0 0 0 0 0 0 Sorinklers: Manufacturer specification sheet, model, and listing. Number of sprinklers. Temperature rating. Proper spacing on each branch line. Alarms provided. Alarms monitored by a central station. Construction Plans, etc.: Complete construction details (foil height and cross section) Room dimensions and label rooms use/purpose. Building elevation. Roof design (smooth ceiling, beams, girders, bar joists). Hvdraulic Calculations: Summary sheet of Hazard Classification(s)/Densi Refer to pa e' [~ Detailed work sheets. Hydraulic reference paints. Graph sheet. Abbreviations and symbols Peaking of grid systems. Most remote area (MRA). Additions And/Or Remodels: ~i 0 0 0 Details of existing sprinkler system. Calculations for additions to system. o' ~ a '~ ~ o. o ,~' 2 w"' 3 O V. MAXIMUM SPACING FOR PIPE SUPPORTS Threaded IightweighC steel of less than 3" diameter at no more than 12 feet. a ~ ~ ~ Steel pipe of less than 1 %" diameter at no more than 12 feet. ~' Steel pipe more than 1 Yz" diameter at no more than 15 feet. Copper tube of/d' to 1" at no more than 8 feet. Copper tube of 1 ''/a" to I %" at no more than 10 feet. Wuhington Stale Patrol Fire Protection Bureau Sprinkler Checklist Page 3 of 5 rx 'y a c ° ~4' z a 3 0 vi. --~._ ~O ~ C~ 0 ~ 0 0 ooo~ 0 0 0 0 0 ~ 0 0 ~ ~ 0 0 Seismic bracing calculation sheet. Assigned load calculations shall be indicated on plans. Longitudinal: 80' maximum for feed and cross mains. Lateral: 40' maximum for feed and cross-mains. Within 24" of every other with flex coupling on the mains. If primary structural members exceed 40', then spaced up to 50'. Last length of feed and cross-mains. Required on branch lines 2 %" and larger. May not be omitted on pipes with rods less than B'. Longitudinal and lateral at top of risers (4 way). v ~ ^' c o ~ ° ~ z rs: 3 O VII. DESIGN CRITERIA FOR SPECIFIC HAZARD CLASSIFICATIONS Hazard Classification: Light Hazard Quantity or combustibility of contents is low. Fires have a relatively low heat release rate. 0 ~ Ordinarv Hazard, Groun 1 Combustibility of contents is low. Quantity of combustibles is moderate. Stockpiles aze less than 8 feet in height. Pires have a moderate heat release rate. Ordinary Hazard, Groun 2 Combushibility of contents is moderate. Quantity of combustibles is moderate. Stockpiles are less than ] 2 feet in height. Fires have a moderate heat release rate. OrdinarxHazard, Group 3 Quantity or combustibility is high. Fves have a high rate of heat release. Storage is limited to 12 feet in height. Extra Hazard. Groups I & 2 Quantity and combustibility is very high. Flammable liquids, dusts, and/or other materials are present that result in rapidly developing fires with high heat release rates. 0 0 ~ Undetermined When buildings have an undetermined use, Ordinary Hazard, Group 3 design standazds are the minimum that are acceptable. Washington State Patrol Pire Protection Bureau Sprinkler Checklist Page 4 of 5 -_~.. 4;, ~- z~- o~ ,~ ,, , - ~'/ 0~1'I ~rl ~~ << ,~ ~~~ CITY OF PORT TOWNSEND ` AUTOMATIC FIRE SPRINKLER SYSTEM ~`e U` `~~ PERMIT & INSPECTION RECORD `~j ~//,5 7~ SSE THIS CARD MUST BE POSTED AT CONSTRUCTION SITE ~T`,1 ~ ~,o~~~~ CALL 344-4607 (Tom Aumock) FOR INSPECTION ~` ~-/~~'-~' Permit Number: BLD04-105 Issued: 04/26/04. S~ Job Address: 232 Tavlor Street Zoning: C~III ~>~.lf' ~~ y Nature of Work: Install Automatic Fire Sprinkler Svstem Use of Building: Restaurant (lower floor only Owner: Dan Veenstra Licensed Contractor.Viking Automatic Sprinkler - VIKINA5373NT INSPECTIONS AND TESTS LOCATE(S) Pass Fail N/A ^ ^ ^ Fire Department Connection (Storz) ~~~~,~5 ^ ^ ^ Vault(s) ^ ^ ^ Post Indicator Valve Inspector Date SYSTEM TEST(S) & INSPECTIONS P-ass/Fail N/A '" {~ lid ^ -^ / Piping, Bracing, Valve Installations GI' ^ ^ Ili Back Flow Prevention Inspection (Public Works Department) ^ ^ ~ Drain and drip device between FDC and Check Valve ^ ^ per/ Approval for Cover (except @ joints when prior to flow tests) ~_ ^ ^ fH' Hydrostatic Test (2 hour, 200 psi minimum 13, 13R; Static @ 13D) (~ ^ ^ _liar/ Pressurized Air Test (24-hour dry test to 40 psi) ^ ^ 4~ Flush with sieve with De-Chlorination tablet (to sewer manhole only) ^ ^ ~ Flow Test: Water Pressure Gauge Reading:_ psi static to psi flow reading ^ ^ Fire Alarm System Inter-tie with Sprinkler System Test _ seconds to alarm initiation ~/ ^ ^ Sprinkler Head installation ~W`'~ C~/ ^ ^ Piping, bracing, system insta lati ~~i- See Next Pate ~~~ Page 1 of 2