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HomeMy WebLinkAboutPP - 9229 EAST MARGINAL WAY SOUTH - RAISBECK AVIATION HIGH SCHOOL - PERMITS AND PLANS9229 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS D10-031 D12-297 M10-014 M12-167 11-F-272 12-S-023 13-S-227 13-H-093 416-13 `.1.4. � `I N. a( ) 44Itts'iNt SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: f Site Address: QtMae C6t Oak. LID Suite Number: Floor: Tenant Name: 11 Sbe.Clc Prkit a,-h1n t-t,kcp 6b1 New Tenant? ❑ - Yes e_ No Property Owner's Name: 1-\'t9 \.0 l,>1 CA- i 4Ot Mailing Address: 1—TV e51-`^ Porc ck k -P Q A t'lA_(1 L Fk- eti6tt fb vV City State Zip CONTACT PERSON -if there are questions about the submittal. Name: COCA reLlfr h3cr\ Day Telephone: (3J(-139--qq--T Company Name: Ca'\ t AJO1C) .e a Xi CC -P61 nc . . Mailing Address: ar) - , t Ay s- City State Zip E-mail Address: b%ct • bte,f (1h -13.(Y1 acS , t,•C . • C,a,nr, Fax Number: 0-191-10...0 -ako I Valuation of Project (contractor's bid price): $ % � j e' CIO . Scope of Work (please provide detailed information): t1 I Oak 11 Us • PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: -(9-eZtr Print Name a Lt Lb Plan Permit App.doc ri Cc'0Inc. Day Telephone: M Date: 0-/C.)(;) i Q -a,2 6b 5/14/10 TFD FP Form 8 %- SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 5 47-7-4 O Site Address: 9 - E 126 I NA I- WA Y 5, Suite Number: Floor: dant Name: /2-AsI S Beck A s t A Tl o H 1 6H S Nab t_ New Tenant? ❑ - Yes ❑ - No Property Owner's Name: H1GNt,1NE ScHeti �1.5 T • 41 40) Mailing Address: 15 «-7 5 %f4 P,A v' 6 L V b . S (Ai gUr,1 N � WW4 • 1814 -6 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 12--Y!4 Ce' t,e eA- A t✓E G KE!Z Company Name: Ft 12 E s To p , Mailing Address: 37-° 3 N E 65 S T .1 S4, .Z Vii c.0‘)v C R-1 4JA , 1 `9 6 G 3 City State Zip E-mail Address: Y`l (A , `0 1 e- ®"Fi Ye S kty Co , Co AA Fax Number: C36 °) 1 $ - $ 6 0 3 Day Telephone: (3 4c!) 71 ' $ 6 0 9 - Valuation of Project (contractor's bid price): $ 22-9 '00 0 Scope of Work (please provide detailed information): /k 0 b Et P -C- SP y2- 1N K jL T s S T E4 -r7- Pita TE -C -T N e') r t 6- IA 5 c H o o tr- PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ED AGENT: �'/ �-, _- IZ Signature: Date: 1 L I 1 -���1�`�- Print Name: C �T A' 1\:Day Telephone: C 6 o) -71 ' g 6 0 el" -- Plan Permit App.doc 5/14/10 TFD FP Form 8 JITZAUF A%*/ SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION kPloplications and plans must be complete in order to be accepted for plan review. Date application accepted: **PLEASE PRINT** 4-1,PAD zoo r 172013 TUKWI�ARE King Co. Assessor's Tax No.: 5 y22.00001SO\ Site Address: clG Raf S Suite Number: Floor: Tenant Name: t2---01/4-\ e_�if-- V\G \-)\((1 CA-) \(-) c >e2f10 a\ Property Owner's Name: ?✓N(',F' 82 Pt (U 11 Mailing Address: ? X \ 069 F- U o CONTACT PERSON -if there are questions about the submittal. C Name: �Ci�l� c.�CAwblu) Company Name: V -,'CV 1-1100S cuia. UR Sey-Vi eo \v C -- Mailing Address: n( -1-11/\ /1 u Noni� New Tenant? I Yes ❑ - No City State Zip Day Telephone: .20(c) ---1Z0 Uq i (� E-mail Address: ) C v etU'LL rA Dcd • COM Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): `6r1b0-,1 2-\O2 Sll `-re- AV -1 60SN,VY\ v� OA:ask \(nC'1 V &L-cl r`C r CiA t City 8108 ��11 State Zip Fax Number: o` -C(- 7c —Z (D 0 i- et 14-- \ ?LAs PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PEN TY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PE T. BUILDING 0 Signature: Print Name: \?W \ C)AV\SL., ER O UTHORIZED AGENT: Plan Permit App.doc Date: `'I2/9 -0I 1/2/13 TFD FP Form 8 Day Telephone: C 7U.a • 0'I 10 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Raisbeck Aviation High School 9229 East Marginal Way S Permit No.: 11-F-272 Date: December 12, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) 1. 2. Install a smoke detector at the top of the elevator hoistways to be tied to elevator recall. The voice evacuation system shall be intelligible in all areas throughout the building and shall comply with IFC 907.6.2.2. 3. The fire department communications system (firefighter phones) shall comply with IBC 907.2.13.2. 4. The fire control room shall comply with IBC 911. 5. The firefighters smoke control panel shall comply with IBC 909.16. 6. Install appropriate signage on fire control room door. 7. The VESDA system shall comply with NFPA 72, sec. 17.7.3.6. 8. Install approved tamper-resistant covers on all manual pull stations. 9. Extend smoke detection to all closets. 10. All initiating devices to be completely point addressable. 11. Install a breaker handle clamp on dedicated fire alarm control panel and power supply circuit breakers. 12. Duct detectors shall send a supervisory signal only upon activation. 13. An electrical permit from the City Of Tukwila Building Department is required. 14. Install two fire dept. Knox keyboxes. One at the main entrance and one at the fire control room. l As Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: September 25, 2013 Raisbeck Aviation High School Standpipe Revision 9229 East Marginal Way S 13-S-227 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. All control valves shall be appropriately signed, placed in a readily accessible location, be no higher than 6 ft. above the floor and be electrically supervised. 2. A pre-test document must be submitted to the Tukwila Fire Department confirming that the most remote standpipe meets the minimum 500 gpm @ 76 psi as prescribed in the agreement letter with Basetti Architects dated December 16th, 2009. 3. The standpipe piping shall be adequately braced. All of the above stated requirements must be completed prior to scheduling a Fire Department inspection. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-971-8718. No further comments at this time. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Raisbeck Aviation High School 9229 East Marginal Way S Permit No.: 13-H-093 i r LE Date: April 22, 2013 Reviewer: AI Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • .The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. ANSIL. () AD V(V cc co ,f,ciro. *[/CO R-102 RESTAURANT SYSTEM ts NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET Appliance Nozzle Type Row Points Width in. (cm) Max. Side Multiple Length in. (cm) Max. Side Multiple Nozzle w/o Drip Board Area in2 (cm2) Nozzle w/ Drip Board Area in2 (cm2) Minimae Nozzle Ht. in. (cm) Maximum Nozzle Ht. in. (cm) Fryerswithout drip boards *Low Pro zimitYSplit or No Split Vat Fryers without drip boards Non -Split Vat (ONLY) 230/290* 2 14 (36) 15 (38) - - 27/13 (69/33) 47/16 (119/41) 245/290* 2 14/14.5 (36/37) 15/14 (38/36) - - 20/16 (51/41) 27/27 (69/69) 290 2 19.5 (50) 19 (48.2) - - 13 (33) 16 (41) 3N 3 19.5 (50) 19 (48.2) - - 21 (53) 34 (86) 3N 3 18 (45.7) 18 (45.7) - - 25 (64) 35 (89) Fryers with drip boards • PadmitYSplit or No Split Vat' 23W290* 2 14 (36) 21 (53) 210 (1355) 294 (1897) 27/13 (69/33) 47/16 (119/41) 245/290* 2 14/14.5 (36/37) 21/26.5 (53/67) 210/203 (1355/1310) 294/384.2 (1897/2479) 20/16 (51/41) 27/27 (69/69) Fryers with drip boards' Non -Split Vat (ONLY) 290 2 19.5 (50) 25 3/8 (65) 370.5 (2390) 495 (3194) 13 (33) 16 (41) 3N 3 19.5 (50) 25 3/8 (65) 370.5 (2390) 495 (3194) 21 (53) 34 (86) 3N 3 18 (45.7) 27 3/4 (70.5) 324 (2090) 497 (3206) 25 (64) 35 (89) Tilt Skillet/Braising Pan' Coverage limitation are based on fryer sizes including the drip boards. Exception: Tilt Skillets and Braising may exceed the maximum of 6 ft2 (0.56 m2) Range Without back shelf With back shelf Without back shelf With back shelf' Longest Side Max. Area in2 (cm2) 1N 1 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) 1F 1 12 (30.5) 28 (71) 336 (2168) - 30 (76) 50 (127) 1F 1 12 (30.5) 28 (71) 336 (2168) - 40 (102) 48 (122) 245 2 24 (61) 28 (71) - - 40 (102) 50 (127) 260 2 24 (61) 32 (81) 768 (4955) - 30 (76) 40 (102) 260 2 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) 2 x 290 4 36 (91) 28 (71) 1008 (6503) - 15 (38) 20 (51) Griddle 1N/1NSS 1 36 (91) 30 (76) - - 35 (89) 40 (102) 290 2 30 (76) 24 (61) - - 30 (76) 50 (127) 260 2 48 (122) 30 (76) - - 30 (76) 50 (127) 290 2 48 (122) 30 (76) - - 20 (51) 30 (76) 2120 2 48 (122) 30 (76) - - 10 (25) 20 (51) Chain Broiler' (Overhead Protection) 2 x 1W 2 34 (86) 30 (76) - - 10 (25) 26 (66) Chain Broiler (Horizontal Protection) Char Broiler Gas -Radiant Electric Lava -Rock Natural Charcoal' Lava -Rock or Natural Charcoal' Wood Fueled' 2 x 1N 2 31 (79) 43 (109) - - Front edge; 1 to 3 in. (3 to 8 cm) above the chain 1N/1NSS 1 24 (61) 36 (91) - - 15 (38) 40 (102) 1N/1NSS 1 20 (51) 34 (86) - - 20 (51) 50 (127) 1W1NSS 1 13 (33) 24 (61) - - 18 (46) 35 (89) 1N/1NSS 1 12 (30.5) 24 (61) - - 18 (46) 40 (102) 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) Upright Broiler Salamander Broiler Internal Chamber 2 x 112N 1 30 (76) 32.5 (82.5) Front edge; above the grate 2 x 1/2N 1 30 (76) 32.5 (82.5) - - 1N 1 16 (41) 29 (74) - - - - 1N nozzle location to be on the vertical edge 6 to 12 in. (15.2 to 30.5 cm) in front and 0 to 12 in. (0 to 30.5 cm) above the top of broiler 1N 1 16 (41) 29 (74) - - 6-12 in. above either end (15.2 to 30.5 cm) Wok 3.75 to 8 in. deep (9.5 to 20.3 cm) 3 to 6 in. (7.6 to 15.2 cm) deep 260 2 14 to 30 in. (36 to 76 cm) diameter - - 35 (89) 45 (114) 1N/1NSS 1 11 to 24 in. (28 to 61 cm) diameter - - 30 (76) 40 (102) For multiple nozzle protection of single fryers, see detailed information on pages 4-8 to 4-11 of manual. 2 See Figure 1 for nozzle location. ► 'Minimum chain broiler exhaust opening -12 in. x 12 in. (30.5 cm x 30.5 cm), and not less than 60% of internal broiler size. ► • 4 in. (10 cm) maximum fuel depth. 6 in. (15 cm) maximum fuel depth. " Shelf can overhang borne (s) by maximum of 11 in. (28 cm) and height limitation of 20 in. (51 cm) from bottom of lowest part of shell to the t of burner grate. I 'Shelf can overhang burner(s) by maximum of 11 in. (28 cm) and heig t D ► limitation of 18 in. (45.7 cm) from bottom of lowest part of shelf X. = top burner grate. ► +! 4Z. 1• Low Proximity'1 'TUKWILA FIRE ANSUL tgCO R-102 RESTAURANT SYSTEM Br Rr.SuppnassionBuilding Products NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET Plenum . Nozzle Type Flow Points Width in. (cm) Max. Side Length in. (cm) Max. Side . Nozzle Placement (See Manual for More Detail) Min. Height in. (cm) Max. Height in. (cm) Horizontal Protection Single Bank 1N 1 48 . (122) 120 (305) 0 in. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Perpendicular Protection Single Bank 1W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Horizontal Protection V -Bank 2 x 1N 2 48 (122) 120 (305) 0 in. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Horizontal Protection V -Bank 1W 1 48 (122) 72 (183) 0 in. to 6 in. (0 to 15.2 cm) from end of plenum 1/3 the height of filter Perpendicular Protection V Bank 1W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Duct Nozzle Type Flow Points Perimeter in. (cm) Diameter in. (cm) Nozzle Placement (See Manual for More Detail) Duct Length in. (cm) Single Nozzle 1 Flow Nozzle 1W 1 50 (127) 16 (41) See Manual for more detail Unlimited Single Nozzle 2 Flow Nozzle 2W 2 100 (254) 31 7/8 (81) See Manual for more detail Unlimited Multiple Nozzle 2W + 1W 3 135 (343) 48 (122) See Manual for more detail Unlimited Multiple 2W Nozzle 2W — >135 (343) >135 (343) See Manual for more detail Unlimited R-102 OVERLAPPING PROTECTION The 245 nozzle, Part No. 419340, must be used for "end of zone" protection, and the 260 nozzle, Part No. 419341, must be used for "zone" protection. Appliance Type Maximum Cooking Hazard • Fryer 34 in. (864 mm) Deep x 5.8 ft2 (5388 cm2) Griddle 30 in. (762 mm) Deep x Unlimited Length Range 30 in. (762 mm) Deep x Unlimited Length Wok, Maximum 30 in. (762 mm) Diameter x 8 in. (203 mm) Deep Wok, Minimum 11 in. (279 mm) Diameter x 3 in. (76 mm) Deep Braising PanTlt Skillet' 34 in. (864 mm) Deep x Unlimited Length Lava Rock Char -Broiler 26 in. (660 mm) Deep x Unlimited Length Charcoal Broiler 30 in. (762 mm) Deep x Unlimited Length (4 in. (102 mm) Maximum Fuel Depth) Mesquite Wood Broiler 30 in. (762 mm) Deep x Unlimited Length (6 in. (152 mm) Maximum Fuel Depth) Gas Radiant Char -Broiler 36 in (914 mm) Deep x Unlimited Length COVER MUST NOT INTERFERE WITH EDGE OF DISCHARGE PATTERN 11 r? _ t . 0-12 IN 1 l (0-305 mm) I 1 r I '1 Ir 1 1 1 ZONE r 40-45 IN (1-1 1 m) ZONE CENTER UNE Electric Char -Broiler 34 in. (864 mm) Deep x Unlimited Length ' See Figure 1 for nozzle location. Note: Group protection option is required for appliances on either side of an appliance(s) using dedicated protection — see manual for details. Overlapping System Piping Limitations Total Max. 3/8 in. Max. Maximum System Row Pipe No. of Elevation Cartridge Size Numbers Length Elbows Rise Size 3 Gal (11 L) 6 75 ft 25 10 ft LT 30-R (22.9 m) (3.1 m) 6 Gal (23 L) 12 75 ft 25 10 ft Double Manifolded (22.9 m) (3.1 m) Tank 50 ft (15.2 m) maximum pipe from first to last nozzle. 50 ft (15.2 m) maximum pipe after the split on a split system. 036927 FIGURE 1 ANSUL INCORPORATED, ONE STANTON STRFEE, MARINETTE, WI 54143-2542 • 715.735.7411 • Form No. F-2005010-2 Copyright 02008 Ansul Incorporated _i. ANSUL R-1O2TM RESTAURANT SYSTEM DISTRIBUTION PIPING REQUIREMENTS SHEET Distribution Piping Requirements Requirements -1.5 Gallon (5.6 Liter) Supply Line System Duct Branch Une Plenum Branch. Line Appliance Branch Une Pipe Size Maximum Length Maximum Rise Maximum 90° Elbow Maximum Tees Maximum Flow Numbers ' Exceptions: 1. Six (6) flow numbers are 56930, are used to protect 2. Six (6) flow numbers are woks and griddles. Note: 3. Six (6) flow numbers are 3/8 in. 40 ft (12.2 m) 6 ft (1.8 m) 9 1 5* allowed when a duct branch woks or griddles. allowed when six (6) 1N nozzles, Only five (5) flow numbers allowed when only two (2) 3/8 in. 6 ft (1.8 m) 4 ft (1.2 m) 4 1 2 line is the last branch line Part No. 56930, are are allowed if a 1N nozzle 3N nozzles, Part No. 76782, 3/8 in. 4 ft (1.2 m) 2 ft (0.6 m) 4 2 2 on the piping network and used and none of the nozzles is used for wok or griddle protection. are used. 3/8 in. 10 ft (3 m) 2 ft (0.6 m) 6 3 3 no 1N nozzles, Part No. are used to protect Distribution Piping Requirements -1.5 Gallon (5.6 Liter) System 1. This option allows for duct protection, plenum protection, appliance protection, or any combination. 2. When using a combination of plenum and duct protection only, only one duct nozzle, either a 1W, 1100, or a 2W, may be used. 3. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 8 ft (2.4 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 8 ft (2.4 m). 4. The total length of all branch lines must not exceed 22 ft (6.7 m). 5. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. Distribution Piping Requirements Requirements - 3.0 Gallon (11.3 Uter) Supply Une System Duct Branch Une Plenum Branch Une Appliance Branch Line • Pipe Size Maximum Length Maximum Rise Maximum 90° Elbow Maximum Tees Maximum Flow Numbers `Exceptions: 1. Twelve (12) flow numbers 2. Twelve (12) flow numbers 3. Twelve (12) flow numbers Special Instructions: 1. Twelve (12) flow numbers 2. For certain McDonald's applications, 1/2N electrostatic precipitator Applications Engineering 3/8 in. 40 ft (12.2 m) 6 ft (1.8 m) 9 1 11* • are allowed in any one tank are allowed with any one tank are allowed with any one tank are allowed when four (4) 11.5 flow numbers nozzle, one (1) 1N plenum Department for additional information. 3/8 in. 8 ft (2.4 m) 4 ft (1.2 m) 4 2 4 for hood and duct protection. using only two -flow appliance using only three -flow appliance Dean Industries GTI Gas Fryers are allowed when using nozzle, and four (4) two 3/8 in. 4 ft (1.2 m) 2 ft (0.6 m) 4 2 2 nozzles. nozzles. are protected at low a combination of one (1) 2W -flow appliance nozzles. Contact 3/8 in. 12 ft (3.7 m) 2 ft (0.6 m) 6 4 4 proximity. duct nozzle, one (1) ANSUL Distribution Piping Requirements - 3.0 Gallon (11.3 Uter) System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft (7.3 m). 2. The total length of all branch lines must not exceed 36 ft (10.9 m). 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. • � q k 2 0 < Z co 5 a 7 s 03 7 w0 .43 CD . .43 Qcor 2 0 w2G cCC 1 w2 1:01) = c2 ac' o © w 0 E -0 a E m , 0 x # 11 k — 0 A • e „ 1111111111111111 ]■ „ ,:Mgi m 1 = 111111111111111111 = = ■ ■ ■ ion all electrics under a) $ f e E o 2 \ .k m e E = or 0 .02s 2 20- f E2o2a) 2 c a 2 E N - ?Si a 0 co �f § C co k 0 E £ 2 t > 0 0 0 ■ ■ > fo ID \�e o©Eco \-k k — > e03� 0)¥Ts bR o c - 2 2 2' ■ 0 c 3 z o E E \• .o 4;n .0 g :§k <0)% ■ ■ 0 2 0 'c ttd Letter ' -:? Tukwila Fire current aty 3CNECI Crre:rs and •\';0::::itiOnf:, of adopted e. eporsbU for the the designer. drawings after ono vffl require a suoseduent approva Fina acce;-- _ .7.!.to iek, test and inspection by Tne Tukv, Date: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 13-1-l-095 and exact address for shut- down or restoratlon approval. • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Raisbeck Aviation High School 9229 East Marginal Way S Permit No.: 12-S-023 Date: February 6, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 direction 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). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Provide electrically supervised shut-off valves for elevator pit sprinklers. The valves to be no higher than 6 ft. above finished floor. • Provide and maintain a 4 ft. clear space around the sprinkler riser. • All valves controlling water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from freezing and breaking causing unnecessary damage. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • Escutcheon plates used with a recessed or flush -type sprinkler shall be part of a listed sprinkler assembly. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". • The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 ft. clear space to the front and sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white number on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. • Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • Private fire hydrants shall be all yellow. Hydrant color is to be Rustoleum #659 Yellow Gloss or Farwest # X-3472 Case Yellow. • Hydrants shall not be closer than 4 ft. to any fixed object with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4 " diameter) filled with concrete or concrete (Minimum 8 " diameter). Posts shall be 3 ft. from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 ft. long, 3-31/2 feet shall be buried. • Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compress ion type, equipped with two 2 1/z" N.S.T. hose ports and one 5 " Storz pumper discharge port, and shall have a 1 %" Pentagon open=lift operating nut. • Fire hydrants shall be oriented in the direction of fire apparatus access. • All piping including standpipes shall be hydrostatically tested. A standpipe flow test shall also be required. • Elevator power shunt trip to be installed per WAC 296-96-02480. All code references are NFPA 13, 2010 Edition. INTUITIVE FIRE 2/6/12 Ken Fuglee Re: Raisbeck Aviation High School Tukwila, Washington Mr Fuglee I have reviewed the fire sprinkler drawings and hydraulic calculations for the above project. Drawings 1) FP1-Rev 0 2) FP2-Rev 0 3) FP3-Rev 0 4) FP4-Rev 0 5) FP5-Rev 0 6) FP6-Rev 0 Hydraulic Calculations 1) Standpipe per NFPA 14. (11/2/11) 2) First Floor- Rem. Area #1 (11/4/11) 3) First Floor- Rem. Area #2 (1/10/12) 4) 2"d Floor- Rem. Area #1 (1/10/12) 5) 2"d Floor- Rem. Area #2 (1/31/12) 6) 3`d Floor- Rem. Area #3 (1/10/12) 7) 4th Floor- Rem. Area #1 (1/10/12) EQ Calculations 1) A -H Please ensure the following are met: 1) Adequate clearance be maintained around pipe penetrations through floors and walls. Per NFPA13, 9.3.4 2) Pipe shall allow for flexibility across all building seismic separations. 3) Elevator to be provided with independent W/F switch. 4) Static Pressure to be 100 psi or greater for system. Hangers to provide restraint against upward thrust per NFPA 13, 9.2.3.5.2 . 5) Underground to be flushed at rate of 2440 GPM per NFPA 13, 10.10.2 and table 10.10.2.1.3. Conclusion on review After reviewing the submittal, I believe the design substantially meets the minimum requirements established for the occupancy per NFPA 13, 2010. Please feel free to call me with any questions regarding this review. Professional Regards, Franklin Callfas, P.E. (WA -47518) Fire Protection Engineer Intuitive Engineering Services 541-382-3473 (Office) F LE Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: February 16, 2010 Raisbeck Aviation High School 9229 East Marginal Way S D10-031 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. There are several interior doors throughout which need to be equipped with magnetic hold -open devices or other approved alarm activated closing devices. These doors are as follows: Sheet A2.01, Door #'s 1500-2, 1400-2, 1500-1, 1300-2, 1100, 1210, 1001-3, 1001-4, 1800-1, 1600, 1700. Sheet A2.02, Door #'s 2400, 2110-1, 2140-1, 2500, 2300, 2700-1, 2700-2. Sheet A2.03, Door #'s 3400, 3100, 3510, 3500, 3700-1, 3700-2. 2. Please submit new sheets indicating the corrections. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-575-4407. No further comments at this time. FILE Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: February 12, 2010 Raisbeck Aviation High School 9229 East Marginal Wy S M10-014 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Smoke control systems must comply with IBC Section 909. Please submit a documentation package stamped by a qualified, licensed engineer detailing compliance with all applicable provisions of Section 909. Also, please provide rationale for those provisions deemed as not applicable. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-575-4407. No further comments at this time. TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 CONTRACTORS MATERIAL AND TEST CERTIIFATII FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplyingm anpowerfor Final Acceptance Test with two-way communications. Date 1.30 j/, j Permit # /f — F —Z7 Z. Property P rh' Address Z.* 6-4;a5/1 � , Suite # City TUKWILA Zip Code O Name of Facility Ea,. 42e,A 4124.4 /1;9k //Sc /' Occupied as kb:, iir. � � 4 CH / V7s'i - 1T /Jc � 5'J c o / Owner or Representative /?t9V, ,� Zd 5444y. Phone # (a —'33 ,2' 1 Installing Company Led rl /w It fire ' - S Pc_tir i Installing Contractor's Address a:s P- S Sk /v3 City 36 /C.P.C.f' Phone # 1425— / '—ZG CC) Installer's Name (PRINT) License and/or Certificate General Contractor 3e "'a eys Electrical Contractor / 71e4.1 FACP Equipment Manufacturer /Jc 7 r.(fv- Model # ,P52--3 0 30 This system has been 'stalled, pre -tested and operates in accordance with the standards listed below and was inspected by /',7 5:21-005414— On s'u4— On (date) S -a V/3 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) ,:k.e Se s14 Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Moni r System is monitored /by ,5 ,, 2), /914vr - SIGNED t Date 11dl/3 System Firmware: Installed version i< Checksum N4- Date g/�7�/,j Initial program ri( Installation 474 Date Revisions and Reasons /144 Programmed by �, 1.V. 5' /e' 41 t."/ //'')--2, .P" r u10:>.- EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of of Ld of Zd% /lof fl of sqCof of — 5_2..of SL 4- al_ z_ of Z� Readings Battery Make/Model fi Ii ge /UF Make/Model /Ui3C- Make/Model fi-Pity- f P -$ 1 Make/Model & P) , FST ' S Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model p.c ciSzJ -ea/ Sa4a-en N) gyn. v � Gr y- 5?S4J " /� r 1 f1td 1J �- C-1(ad Full Load d`7 (rr 0 Charge ,?7, (p 1 y`cL Generator of— Make/Model HVAC Controls /2 of 11— Make/Model /(k, y t RA- j t F041— I Fire Alarm Dialer f of /Make/Model ala f7' g^ ODlir-7--2--- Monitored by G�Qs i_,n(4 041'7, /4'/os,-b-r. ` 7L 1/e6i!J 37 co Annunciator x of j Make/Model AL,6T- ►O. LCp --/ e00 1,- kfk L Md 6 ,#4,'c_ ❑ Sprinkler System. (Fire Alarm connections only) Make/Model 075/ P.✓'^ Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell i of of /3 j ofJ /ofl Make/Model Make/Model Make/Model dWe" Pd �emq 55/4/ ci—E Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 3S INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 44) CITY OF TUKWILA FIRE DEPARTMENT PIERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projec:- cL kr S S. Type of Inspection: moi ./7z Address: 4 Suite #: 722,9 e, morcj,KAIvis. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /c‘o7r, e9/0e/474--L—c —OIC rk,c6ki) *-16\cA) Needs Shift Inspection: �f&S Sprinklers: >/eS. Fire Alarm: Hood & Duct: (S Monitor: y.�5 Pre -Fire: Permits: Occupancy Type:--,. Inspector: 1/1'S"."-"c__Date: ////'//J? Hrs.: f, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.. D. Form F.P. 113 3y INSPECTION NUMBER INSPECTION RECORD r / D -03 / Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projeect:/" hof I. bGG� //�� 11 4viol n Fire Alarm: Type of Inpection: fat/1k Address: Suite #: `/ 2 2 c, r40J /4/a/ Met Contact Person: Special Instructions: 4 14 tin Ca!'t 1e- ii, q?L �ir2 arilO' IAA0 S Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: less -ca ti,i 4 a 41'0, pr IOW/ k POP .lto. i4g2ei 4 14 tin Ca!'t 1e- ii, q?L �ir2 arilO' IAA0 S Ccc ea0-.1 a / /-%t F/� C P q s of Su C. i'� v/K 1', t / A1i, lrt>, / d /4/h -1-$S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,f fmc ( Date: `//S-// 3 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Inspector: CORRECTION NOTICE/REINSPECTioN FEE C" Permit number: D 10 G23 TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name:Type g4154.,bu l- R.5 . of Inspection: ire. 1 0r44.. Location Address:, 2-aq ell') 1.J �S Date : ��/!S / 3 ' I . f 1 0 14-$ L- Contact Person :Phone :bel to,70(.9.4„ 3v,' No. aS3., 377 ssyz. ACTION REQUIRED : ' I . f 1 0 14-$ L- tualLe-- 040 &4 -for Aid A Pe cie LI ..t -s s k e_ t).. . mA-1.41.J O A lye a,v 1,4 64-er- /,,t,e �7 D • c I N 1 S L U bad v ,A S S tee, a CORREC 0 FAILU ' TO C F THE ABOVE ITEMS ARE REQUIRED BY : )t3 ///i PLY MAX RESULT IN THE ISSUANCE OF A CRIMI AL CITATION/TICKET. Signature: `J Billin l ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:5 Sprinklers: Type of Inspection: Address: i 4 ;_et Suite #: ---1,,,,„.1 ,,„ S Contact Person: Special Instructions: -Fl o,J -r c 1 1- a i� - ) io", 32. P. 6--1 CSL Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 0,G0 / tie o / o 0 OK sc9,)o ato Pre -Fire: Permits: -Fl o,J -r c 1 1- a i� - ) io", 32. P. 6--1 CSL 76 Qca,5`,du . er4 i c og ciEorgry T.e)p,ot,, r 4 iPsIr t cI..., 1 Abe I —re St A,,,fpr Am -f- F� c,f�. ace__ P Alm - s /4� b k- Ne e d e d Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: IL Date: /o/c2.3/13 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.O. Form F.P. 113 33 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project/7&$. Sprinklers: Typf I,nspe n:r N f -e 14-c__ Addressor,"zq Suite #: ( FM,,,/s """"JJ�� Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: W Corr br) IN oI i,ct wi // 3 rteri S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-Z_ Date: W S if< Hrs.: 00.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pit IYI/o.- v/ t/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type 4/; °f �`/c`/ 11.C _ of Ins -ection• /7/lee, If �; ilC-f / Address: Suite #: C7Z Z°/ /C, /%% i,tei/i' tact Person: '' Permits: Special Instructions: ,hone No.: FX -Approved per applicable codes. Corrections required prior to approval. COMMENTS: , re_ .-41A1 Altai / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors (%7 X754 Date: iokh,? Hrs.: ,.S""- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3') INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit f�ll�—3 / PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr 'ectf hec S,.yvr //Type of Inspection: pep-rci/ci (cc i.f 14 (` Ad ress: Suite #: 9Z 7 /'f// i4n / "%y Contac Person: `J Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /arv7 X--4 7c/ z774(c e Te'VJ/c ,7 ©<_c_ 2/ h� 4// to/i0,3 rinuf Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FM --y Date: 7/- )51/3 Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ermit ,o09 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 rType Protect:j AI)tot I el I se- be:) fro t/l W 5 of Inspection: Address:q Suite #: ! 2.2..01 1, %%e, r ma jContact Person: 5 Special Instructions: ,iic Q7 Llai/v z t " 704-k e✓t on Gt% 1 --/?2--- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /� �� t:*v o c u cir4C A /' 4�`t/ S-ei.'e'? via /// q I 3 g,... i T - L:L 10 c- re- Cm 11-&,4-4=he) VI- ASS -e' Ay �ra4I- Lcfc'� I- sZ rohi'J sA-./ ,iic Q7 Llai/v z t " 704-k e✓t on Gt% 1 --/?2--- D �-D // '6, pl10 !?S r?�jIS S/Oh /4'3� Dtil�f %� %u e�S c7 c f c. K f Qj,0-,; 5--,4/C/ice r-0, 2dn y►� u S 1,.fro/4 �,�/��f,.." , 2 s- �- s;, nf7.►f e l % scwo c' j �5,40c /G:40Aor r' -r - e,' # a 6a- C'� �' rrrl•^ a5 o - ,)U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect c‘a: .e/7‘Y Date:/'�%j�l Hrs $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with yer t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro' ct: k „ Sprinklers: Type of Insp coon: Address: Suite #: cT22% 114 4e/re,'Special Contct Person: Instructions: '� Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41d &271- l N hl w ,7e'A, /Se tA--d (?2» ' 41jg 1<r ,ene:/ / 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto . Date: 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 30 INSPECTION NUMBER INSPECTION RECORD Retain a copy withper it 11/6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr9,j� ��� /4Type of Inspection: Address: Suite #: 92 2C7 // I E. /'err txoy,/ bt Contact Person: Special Instructions: Cl!/ p yi ✓1 r i ro r /Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Cl!/ p yi ✓1 r i ro r c.e j o/ 4k / need' 4-0 ,e_ w; !tea 4--4v. Fn Fr H�a tom -e... s , ez su®,el'V( $" 7 a4 /01 Gll,1'h esc.r; 1 pow ' c,0 �-va'Pi t h; ll te7e&•�� 1-c:4 +�-s e Poi .5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect 7 Date: 94// 3 Hlrs.:/ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2 rj INSPECTION NUMBER INSPECTION RECORD Retain a copy with p PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 • Project: lofi5beck /j(fl011LfQ114 5 Type of Inspection: r; not l5 Address: Suite #: 902° l noc6; i,,/W, S Contact Person: Special Instructions: Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: -'""efried,aei;Ggl iter vne It— iZ - /6 2 FTr ,,:-,-►p —0K Fire Alarm: Jtsr? ccivof yc y (r K/, S2vPi S J // %43 l //9 / ,dot ( ,'Mtn ec,4�•71- a'- 03/ i Pre -Fire: -Jtib —Up; c.ce -Jo(-e5 �l - ib c''' i......... s';ll ec) — zone_ �' oi ptra101 f ill 190141-C- 1; r.- oli�toil3 as d`%5eusS eP' - Fie Lio,4r recd, l p eJ 4itie... enr, /40 / f e; o r I rte._ %L r,1 �nat `� ..in% e' issK arn A4 •1 r ne-ea )v bx. Gverlpie - Ari 10 SoCI Al Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits:Occupancy Type: Inspector:C jc f F45 ---ii Date: 7/C/2 Hrs.: 3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ppit (,31 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:� s�� 11-- S J1 Type of Inspection: Address:�a1 Suite #: w , l Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Ey,rzss 1.1J.(41 —cK 14 tr- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ik S - Date: g'13e4 (3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 0A, INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,opt F� Pi - 0 31 /I- - D.7a— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Q 14-k���� S Ty2.e o�f'Inspection: Address: 9 D,,\�/ 5 Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 91 -CIev K. , U tA.-- ft^i.4)--5 6'36k) __-114-.`e) V%e-5-b is - ou4- A -16,14A si.L-2 E vat), -v r r. .j.. v ii Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ) 3p 1 n Hrs.: ,3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit POS1 Et. - a 1 /vJ/ -o1 3 - 0413 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr ' ct: i a ts12-4-ck. r4v t etroVI X1.,5 Type of Inspection k-aoo& }-D trk- Address: Suite #: Pre -Fire: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `Foirk5/ Date: $k2st`13 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per ''t o3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: SQ-(0ec // ¶, Tyke of Inspection: r Lf/' - S //I/Ur igAk Address: 5 gd-q Suite #: Fair, Contact Person: Permits: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /1 -OD a /,sWe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c---2_Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2 `/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MILA a D I o--03 I /Z. -5-o23 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:I' / / s GG � id Type Irjspection: N Address: Suite #: q 2Z Oj / 0 E ' /%/�,tno�/ wr Contact Person: Special Instructions: v / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sp(lelr ,704.- c,0#7 7 c2o#77 3570. �CJC'i ! til!/ 4-4 gyp•/� /'1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4f,<E._/1/3--ti Date: 6/2.3//- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECO Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 131430:t..)6,) kii6 A -C-CO/P ) Type o nspection: Ad ress: Suite #: c7zzc E Me,.>,„„i45 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. IXCorrections required prior to approval. COMMENTS: /, F;td- eaof %% - 4Dvi -le 7/--ei •- a Uf / or/Yf e ; ti LD ireGT' 71i /- '�r r E%/ 40 LOtCPJ/O/j5 /4eP�,e� 1/ 2 - TA; rc/ 4%o r ele /ems,jd i- f e'S � — i► .Sircis % ei:u/4 j h CoC•/P p• "4-r /Of n 5 . o -1 TIN r be,`n �o� k 1e o t7e)r> ,�t� kr- ©o v 1L i% lat�qe• sk l) 71.5/5--w i N �r7'l 0 30 -3.` 0 i e , „3 . -5' 1" f t ear ;.-PJ i5 -4t-. Y, g•T i 'i 4V �/2vct%l lecJ/ Aar can f/o#,t /-q A, ,-71- 6 ',-) T .l- Wi "fc ,t ' (d f I'LL I4 of Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:(f f`y)sc f Date: 59/ 3//' Hrs.: .3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 35'0 6/11/10 T.F., D. Form F.P. 113 22_ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / — ) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: '' t as % �7P c i'c /4 ..140e)/ 9 Sprinklers: Type of Inspection. /4y e lfcrh Address: Suite #: q2 ? ? 6 » 1 &5 Pre -Fire: Contact Person: Special Instructions: Y j Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `- J 1' Poi)h) N1 W Ccp<` 1/7��' / 0/,,1/- t" RI e t rpm d( Pre -Fire: Z . 41 c-1 5 110("17—-1 I cv -r r Y j toper—Ili y(12 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `2''.. �'j2?_St-Lr Date: 6k2/-3 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2 � INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O / - ©3 //-F-- Z72 PERMIT NUMBERS CITY OF TUKWILA FIRE ' EP • TMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro}}ie,ct:/ KSI;se-ac4 ' 4 S.10/ Type of Inspection: K4— Address: Suite #: °12Z 7 Eit%4/ 5 Contact Person: Special Instructions: 3-4:4170‘2 S 4.4t1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 5e kid pc);/71"s T4s 71- 614 $k/3 4r. ,* 14 lclam' I i f c? - r/oWS . c, 4 cry 6,i --- W ohcc T" dQ�LrI fro. c-cvi Iran 3-4:4170‘2 S 4.4t1 ,� L Ct 1.1/ GVCff»/ ",,...,e, /' -I'of o[ 7::›1 NC-Vwl -i--o' �r f, 4. ' /bis 2.0i-6-'75 - 94/3 i y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorfi4 0/..5—Y f Date: &A.z,X- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2 O INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D 10 -els/ 11 -r=- z)2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pect: ro'k,siaeok i/ s� h �/ Type of Inspection: F-74 Address: Suite #: W9 % MW 5 Contact Person: Special Instructions: 1,-e_ If'e. a . r- descr 0 IfQx iVu/-` > s clo,i ,ceAld n Phone No.: Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: / 1,// Prtc�r + c,vl me(e_ F/ �'es4-1 - poinf e(tsGC1/ W l ' eer / de corn fry_ /n of / ct6P7 /o, / Sin/ e #'1- 2 f Sp S- -11--S/-11)5 r,c IS ('�opr & lI net 18 1,-e_ If'e. a . r- descr 0 IfQx iVu/-` > s clo,i ,ceAld n CC.7 -.741---/#1- ,f5 ©c -Poor-, 2 - Over 5-"nake oiellecivcs. ah 4-1 Peor 1i // `I , av► -e- g ioc, K� a—e.-teG far, IS pt, I-- aC, r 4e«71- h4 , ., , c_ fbt•fY1 /6 c. /lave. 40G -i n )-c2f"- o oin is psc; 'e O fie* <-1 ft 72)1 / ' 5 I: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector S'7 Date: $/Z-z.X3 Hrs.: / /Cl// $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 I% INSPECTION RECORD Retain a copy with permit 'Ooh INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Die) -(Y31 11-r. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proj I ll .�s I e� k ��� l S��/ ioD/ Type o Inspection: F Address: d ess: Suite #: 912 9 En'NW 5 Contact Person: Special Instructions: 15 Phone No.: Approved per applicable codes. xl Corrections required prior to approval. COMMENTS: Sprinklers: _) /� / > 1 • A I1 ur �ex -'f`- nol% 4Prbb�! 07e, i1; LAS lesh-v/ s. Z. X i pull s -1:1-.10}-t7, �� -,icfss ? . T4nprs. 01 oo�r,� _ e�.�/. tis/ '-'0s Pre -Fire: Permits: 15 -, . 45.4- 4.0 40 10 ‘ id?, 113 y D y.0/ /D V ? face) J /13.4-7 f lig �;LD // 1003 r9 e /eL (TC�d r ..e l / 4/ 6 three 7c.;AI ,C.Y(i 4.e r i,775 [.tj /17K `19uti 4 pk✓) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A' f 795-y Date: SIZ J /,— Hrs.: Cy $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 18 INSPECTION NUMBER INSPECTION RECORD Retain a copy with 't PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: he-c-lt- R� 5 fType hv'loc;/ /jc.hcJ of I pection: S h e--Sa���o Address: Suite #:ci720J FY'IW5 Contact Person: Special Instructions: y5 fe vices hi k e aka Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 1. %pec) Wv ; -` Ac'h 5" a ci-3 c r1 yr v4 lil of L '�oeJY PGess' e ci [A, i y5 fe vices hi k e aka 01.-b7/ pe, 2 . CO— fY,t,( .,,i -J 08 &t.7 41- � / P7 Of er7akec/f o Al op /m4 3, /tired oftkG/rte ,`,1 c/D5e7 n0 r.� ��AI'd 14 P/a1/l5 (31- 01) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors. f Fins- ti Date: y/24//3 Hrs.: 3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.. D. Form F.P. 113 I -7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proj ct: j�, _KG\ i S e ```` \\ S Type of Inspection: evw�c5,,v.. L.\ 1L ;� 5 Address: Suite #: c:;Z.. 2...c)\ E , Mpc9;,.,L \INS Contact Person Special Instructions: - 41 D — Phone No.: 264,-X36—3zc g. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: cD,ErNettr,c3 Lk51,.---\ s?c, s'S-cL or 1‘293 Pre -Fire: (.� v..t - 41 D — —? 5 -Th r ov 5-‘,, ,,---- frIA.C\, tMx ZZ Y -t `*-1: , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 'FVvA51 Date: $lac\\ 13 Hrs.: Z- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 16 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per /o - 031 i2 -S- O2� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Protect:Type OrisL.,k / s y3 a Ts' /011-tog vy U/v-e3 -- s. f-hc.i esa SP c o.'yel pi, , 4- Ai r o/ }. Gu s -e_ iS o,4 /) , of Inspection: Address: Suite #:!v._ £, Ma r11 4 Contact Person: 5 Special Instructions: /' ,Q ri4 f� lam/ ,Q /b le_/,TC ,.14 /lo T ee �Pol iii4 )�P/ recd" j 7 i/5 /'Si- 4 ? 6 S 7n /`Gfv' P Ci// !iU all ,t4 Z► i1i .i 7o Ze rn i Or t'fre ?'A Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: / �-n�t �or 5 -Lm�c / Pro o?scl e_ c h i s n� 05. a c s5 y3 a Ts' /011-tog vy U/v-e3 -- s. f-hc.i esa SP c o.'yel pi, , 4- Ai r o/ }. Gu s -e_ iS o,4 /) , 9ei,1 2, 1 Or,) P1/ -G1,71----000 r i5a Lt ire�� tja Lc— -1-2, 4e - or f' c /b -X, lics 4 ci 5 c 0) j 7L'/o/ r�or /v -Q s o 4-45 /CY/Ale r ; s 4 -c -t- ed. 3. Pr, 0 i- -e G/9ti,'- 5" a-- 4r c1 // va /v e- c,onko/S p/701 /' ,Q ri4 f� lam/ ,Q /b le_/,TC ,.14 /lo T ee �Pol iii4 )�P/ recd" j 7 i/5 /'Si- 4 ? 6 S 7n /`Gfv' P Ci// !iU all ,t4 Z► i1i .i 7o Ze rn i Or t'fre ?'A 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e, 1-70,,,--, Date: 4--/, 3 Hrs.: /,. ,3---- $100.00 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per b/®- s31 1�--S- 0,373 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr 'ect:• Sprinklers: Nut f)fo 7j & zi e 2 atiP /o 0 o Type of Insp i n: Address: Suite #: t r -a 1 11 1 S. I...Q,-k, 7 $ Contact Person: /, Special Instructions: 6 s�p�i;�-7s P p;sae . ,; w s pqh..1-) Phone No.: Approved per applicable codes. .f)t Corrections required prior to approval. COMMENTS: Sprinklers: Nut f)fo 7j & zi e 2 atiP /o 0 o g l8,a r 2-1 o est - Monitor: 11 1 S. I...Q,-k, 2. STh.pos I 'I/. rve,„1 L vJ a , bl.1 ► !9,%s 3, S ece„L 57-'d tp, (4 ', i LL, 4 . 't �--1e, Z i$ g - a. 4 G.i, '-c- 44 u,� , 7, pr 0 01.›.0(t--4. yv�.-e,�”/4. 0 0` fl v 4 C /Ix;` 2c,4.1 IS c o h,) 6 s�p�i;�-7s P p;sae . ,; w s pqh..1-) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e aLA s --Z____ Date:.(///// 2., Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip, Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with err it POST EL. ) CITY OF TUKWILA FIRE DEPARTMENT 0/D -03 1 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 'Type hk ys Inspection: r Address: Suite #: `1Z Zc/ Ems 5 Contact Person: Special Instructions: trimpers i -C/oD - 2 '1 3�fber1 Phone No.: Approved per applicable codes. PVCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: ( /-5"kof Ffint, stooLc4 Pr a ,,11000ee- foLz -e-Zeoa trimpers i -C/oD - 2 '1 3�fber1 , 2.-,cJ 47c2 t'1 3, I &or q - Dori Y Fkor 4p / 41c>4410 c)ct u2 /'4)1.-2,2p-rJ' /YIq:r) Co'/2170 tea ve inerVee'- / 4 ll s GP.L4 Gnd s pipe tc<<.rree' pers , 2, iVe_eJ /7. 7-- 4q,� .er.s 6 r oeub�,....4,,.‘ ,..,,,/, im P2U .11--e, al tio,Tves, • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: gf r-/Vcif Date: gill/3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 /y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0-03/ -/2-5-02 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/ � k c[a5 � � Tyof I��ection: Hy pal Address: Suite #: DI ZZ c7 A, inotr6iYbd lOy S Contact Person: Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4/0/ c �, ,� � �� uh!' )11a;49 :; v''f1'` G�, realT - c/ Pr- ,Lq/r5 1S7ruLL-kio,fS^ C�1J 4,(- 17 can ito / app l.'e iLd •- u k€ / - be-4er cr,-c .055- P(0 L' rcle aGe s i470 / 4,9uLe.s d!.[71-- /'Pcrc-Li Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 01 Fr 41^y Date: ' �(7h 3 Hrs.: 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.IF. D. Form F.P. 113 13 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Q® PERMIT NUMBERS 00-03) /2.5_ 0Z7) CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: LecJ/ KG?ice! iI 6 Type of Inspection: i?/y&/« 7 Address: Q Contact Person: Suite #: -1 Zz_ 9 F. /!Imi1�rw;'- t�' • 11t-110 ile7< r 1-eie , /YI /Stfoof) s�ldeii s or e. Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /, Fly64 LO i- 2� o'lQ d- 3 rot . ierr q 71- 20T �j t� 9 -I/ -- //i% the, Pis ",? -- Ass / 04,2.0/1 7, r�1kk,— hies pion i-170,7 %z e gfod/0Poole S • 11t-110 ile7< r 1-eie , /YI /Stfoof) s�ldeii s or e. 3e� oo/ sIor � �� 2e3 0c°Xf 40 ma:; � � 3 3 .. Moor leak o*i heeled/ Tb �� lS /ter r'Ior,.l r s , 4e cf ;b /Mill 2.Z4(0 e._ zed,e Jtkfet ne , ti "o / �,svL �J // IiQ.P .c. 44 r Slli 12/6 fa �e_e'- Gp e. c2(4%/' o r (Pr,, , . oor crv.ei).- ree).1-7 32 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f' 1m Sy Date: $/cph Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with petit - S O�5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:I� /a• r�s 2�� 2 eJ(�c.../ Sprinklers: Type of Inspection: On, Com S Lk i f p-‘2 Address: eta..94i Suite #: Et An,gf2j , , tAr s Contact Person: Special Instructions: Dro 13° a,lO /SOD l0 Phone No.: Approved per applicable codes. '4 -Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Dro 13° a,lO /SOD l0 - U 0640-Q5 -E--e , nv}. -Q- A c G.e-. s, k V Q ' .e i• -e EgtAkpN.,pr, A PSS DLSc.4.sS(24 • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Z,(„, --.Sr—a---- Date: 40a s Hrs.: (9...____ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip:. Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p o Q /2 - S - /:/O-03 ) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: R.4 i . h e�< y3 Type of Inspection: P. i-. —t Ca. ,,.c-/h1,.A-Ii,d 1_ Address: /iv? Suite #: /.) .5, Contact Person: Special Instructions: Phone No.: X1Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01< C..d eel. 5 . n 2. w/a 7.--170c4"— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pis -3 Date: 3/Z8/i3 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with 1;--s-c 3 Flo -- o3( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: K -w. �(�T 1� Sprinklers: hof Ins io i Address: arDm Suite #: emi `" t V Contact Person: Special Instructions: Occupancy Type: Phone No.: [.Approved per applicable codes. Corrections required prior to approval. COMMENTS: ©�- Co w -v 1 Ara I r ( 3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s3 Date:31a.!ii/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p (%3oa -1 9 — S- 0e9-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Qi) -(s meek-- t -S Type of Inspection: Sp Aly 0 r07cou -e...v - Address: ',;g_q Suite #: rYS Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: B a! c---ve50 1. 'x A C 1Nt4 IvI� ,, NiA-h is e— 1 in;VG +SS(�-f/ w1� J'het,f! ' t aVl+p (I 140-1.e., 3 . ZN s� 1 .be 0 c S•() dvi. A.71 i - Vo v 3 ' S pry) s f`'cl h()J- i-ba414e.rj-The okI h. U�1 3 Cove, ac1...e -mA.5\-' was iv'- ,,J AN' r Li, L c'-( L— ikry L `'1 i^ cLd Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a-- Date: 21/ z/ 13 Hrs.: 3 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Page Two la -S - c Dio- (..); PERMIT NUMBERS COMMENTS CONTIN ED: 04- Gt3 ✓�l/' r4 —�, /lJ C: l'c� / N t it ,v '2 J ✓ 01-4.) 1 k) C 0 ,,-<tr i&� ���--• COrre.00S4- &- C-10t� Inspection Record page 2.doc 4/4/11 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Jl- S-o�3 pla — o31 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project. , /4t e.2.7 o(C (-LS. Type ofI spection: s' Cp,v-�- Address: Suite #: IZ a- a il wy S Contact Person: Special Instructions: 1 4 CO,r-r e Phone No.: Approved per applicable codes. 42Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: 1 4 CO,r-r e (` e nl % /� „_,„,5 ,,),_e_40 r_, r,„,,,O-o ” pip, .9- o IL -i—, c --0,)--v- 1, 3 ,A-1-1._ S (Atom SI ii) "-eft. 3 ilt 6 Coot .,..., --tv Ce f I t off Acr_,e4-- ,--77-4,04,44,41- ,04,44,41"ti, ti,OK C0u-V' _S6 .'• fS S. p At t Cv v gkit.. A { 4 N) -C!" 111 1/ 4 W - P/4-#Ce..lv`_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: jp,, c -P4— Date: /1aid i Hrs.: V - �- r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit la -s- o a3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project' A-, S \ -). * Type of Inspection: S r C a. ,...e1 - Address: of Q a 1 Suite #: 5w� S 1 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. °Corrections required prior to approval. COMMENTS: Sprinklers: 1. ere vid{ loc.r.ov,At-c`or,) a u.rt Sr a, .e_ Hood & Duct: 3 .. �" r 6 0 h ,. ,fes f s —r -a -c_e--u9 s (.-.,c s V-+ s 1. 14-6 s ,..r 7 -c k ,p -ro e - o L_ 'i. frov:de 1-'tc-c_s3 To socA5(--1-. s,. ,e -e---tut.- Occupancy Type: 0 -r-a Co-Jtr Se -C1--C-- f)(c-epI- S-ky2 n2-er bov-e._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Jam . s"3- Date: ///i/Z_Z Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p oa (rnIft t - S- ©;3 bio- 031 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Proj ct:LL 1Sbee) // I-4 . S, Fire Alarm: Type of Inspection: sva / bro/ ouef Ad ress: aa Suite #: EH'ltvLytvi ios 1,,,7 s Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 7Korrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: %(010 154- -(oog S-,.. - P /0q( a I (°c" C.m vL',r b oN-e- /Q-45 ao t--- M, 5St i^-7 A l 04 a --t `c,vs-ct of i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:/'L tea- Date: / z/, y// 7 Hrs.: 9-- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ti m PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -Txi`4'' I r3r ear iva Typ,e,of Insp etion: Address: I/ y 7 Suite #: A-0 1,/ Contact Person: Special Instructions: 1.1'S w -b fir( Abu ( sj...U- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Tie 1.1'S w -b fir( Abu ( sj...U- a - .Ai 4 I iZe H -,a0 --e_ -f1.t.-, bj,„16 (1-40hAcc "I'44,,,P4'k t 3, ov..s /SG�(.,'�5 c.) 04 dam ; rte.. TT4-0-1,. - a4, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J0^ ca— Date: 0 —/ c.(_ (Z Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with peit la --S- 0-D-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: (Z sk, k /-1,5 • Type of Inspection: tc.1.el A 5 .0-iQ Address: q1.�).-9 Suite #: L— friar.),,,,,,, (LI/ $. Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: W Zl ct 5+41.Ps C7/` -- '3► -1( oov- Pth-}'►,pv3-2, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Avv.t. ; f Date: /(j 31 -1 ')- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p it LSOd PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project' ' s" b" 11. S . Fire Alarm: Type of In pection: bit-ccg Address: / ” Suite #: 5,W,AL wt s Contact Person: Special Instructions: Phone No.: fr-,A pproved per applicable codes. Corrections required prior to approval. COMMENTS: (,)4 1ST (cX),� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s-9-- Date: VW / 2, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD >0 - 03/ Retain a copy with permit la - S - 6 a3 -o a� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: R�t b-e�(c S U. Fire Alarm: Type of Ins ectio w - ( e) Address: 9 a al Suite #: E „4 ,.,1 S Contact Person: Special Instructions: Phone No.: CK Approved per applicable codes. Corrections required prior to approval. COMMENTS: ss,"10 o !� - a rv) 1 or Ce -) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , tea— Date: F/ //Z Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD D/0 ' 63) Retain a copy with permit 1 a - s-- ea3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 P/r�oj'ect: ts--a-c,k 4 c Fire Alarm: Type of Ir,pection: Address: 'a.a Suite #: m , via, k,,5 Contact Person: Special Instructions: Edok--4- s{d Ptp..2€ Phone No.: I>6-3(0, ^7560 jJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Li,2.j 6/ S S D K__ Permits: Occupancy Type: 0\ri-j cloaa- Edok--4- s{d Ptp..2€ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: --a- - Date: (4)W/ 2--- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 March 3, 2008 City of Tukwila Fire Department Postmaster U.S. Postal Service Riverton Branch 15250 32 Ave South Seattle, Washington 98188 Dear Sir: Jim Haggerton, Mayor Nicholas J. Olivas, Fire Chief The following addresses have been assigned to the businesses and single-family residences at the following locations: Tax parcel #542260-0010 (lot 1), address will be 9201 East Marginal Way South. Tax parcel #542260-0020 (lot 2), address will be 9229 East Marginal Way South (existing address). Tax parcel #336590-0345 (lot 1), Tax parcel #336590-0346 (lot 2), Tax parcel #336590-0347 (lot 3), Tax parcel #734060-0143 (lot 1), Tax parcel #734060-0144 (lot 2), Tax parcel #152304-9121 (lot 1), Tax parcel #152304-9310 (lot 2), Tax parcel #152304-9311 (lot 3), address will address will address will address will address will address will address will address will be 14117 57th Avenue South (existing be 14111 57th Avenue South. be 5621 South 141st Street. be 11606 40th Avenue South (existing be 11604 40th Avenue South. be 3407 South 140th Street (existing a be 3411 South 140th Street. be 3415 South 140th Street. address). address). ddress). Tax parcel #0003000087, address was 13613 1/2 52nd Avenue South, will be changed to 13619 52nd Avenue South. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Norita Deckard - New Addresses From: To: Date: Subject: CC: Donald Tomaso Addresses / Fire 02/29/2008 10:03 AM New Addresses Lora Ueland; Milia Zinski; Norita Deckard; Penny Wickham Page 1 of 1 Here are a list of new address's for both single family and commercial occupancies, questions let me know. Don L05-057 Lot 1 - 542260-0010 - 9201 East Marginal Way South - TPD RD 160, TFD Box 5320 Lot 2 - 542260-0020 - 9229 East Marginal Way South (This is an existing address) L04-048 - waiting for the rest of the parcel numbers Lot 1 - 152304-9014 - 13604 Macadam Rd S (Existing) - TPD RD 220, TFD Box 5350 Lot 2 - 4801 - S. 136th Street. - TPD RD 220, TFD Box 5350 Lot 3 - 4807 - S. 136th Street. - TPD RD 220, TFD Box 5350 / 2 S Lot 4 - 4815 - S. 136th Street. - TPD RD 220, TFD Box 5350 7/ L07-028 Lot 1 - 336590-0345 - 14117 57 Av S (Existing) - TPD RD 40, TFD Box 5210 Lot 2 - 336590-0346 - 14111 - 57th Ave S. - TPD RD 40, TFD Box 5210 Lot 3 - 336590-0347 - 5621 - S. 141st Street. - TPD RD 40, TFD Box 5210 L06-026 Lot 1 - 734060-0143 - Lot 2 - 734060-0144 - L07-006 Lot 1 - 152304-9121 - Lot 2 - 152304-9310 - Lot 3 - 152304-9311 - 11606 40 Av S - (Existing) - TPD RD 140, TFD Box 5340 11604 - 40th Ave S. - TPD RD 140, TFD Box 5340 3407 S 140 St - (Existing) - TPD RD 280, TFD Box 5420 3411 - S. 140th Street. - TPD RD 280, TFD Box 5420 3415 - S. 140th Street. - TPD RD 280, TFD Box 5420 files//C_\Documents%20and%20Settings\deckard-N\Local%20Settinas\Temn\XPGmWis_ 07/29/200R FW: Aviation High School ParrPl ID Page 1 of 3 FW: Aviation High School Parcel ID Jim Schell Sent: Wednesday, May 09, 2012 9:15 AM To: Norita Deckard FYI From: Brenda Holt Sent: Wednesday, May 09, 2012 8:40 AM To: Jim Schell Subject: RE: Aviation High School Parcel ID There was a 'binding site improvement plan' for this property. It was recorded May 4, 2011 under KC recording number 20110504001579. Lot 1 is parcel number 572980-0010 and lot 2 is 572980-0020. Stacy MacGregor was the planner on this project. You can contact her if you have any questions. Brenda Brenda Holt 1 Permit Coordinator 1 City of Tukwila 6300 Southcenter BI, Suite 100 1 Tukwila, WA 98188 1: 206/431-3672 1 I : 206/431-3665 1 htto://www.TukwilaWA.gov Brenda. i1oItYTukwila WA.gov From: Jim Schell Sent: Wednesday, May 09, 2012 7:22 AM To: Brenda Holt Cc: Don Tomaso Subject: Aviation High School Parcel ID Brenda, lam in the midst of a data entry project down here at station 51. I came across a problem parcel that you might be able to help me with. The aviation high school is located at 9229 E Marginal Way So. The problem is that the parcel we assigned the address to no longer exists in the KC assessor data. Somehow there has been a new parcel created as an island in the middle of a parcel and new parcel numbers created. This parcel and its parent parcel, have a different parcel id from what we have on file. As you can see even KC has the wrong address for the parcels. I did not know we had a 98101 zip code did you? Any clues or suggestions? Thanks Jim https://webmail.tukwilawa. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAADPDDh7m2HJ... 5/10/2012 wATER FLOW T;' T SUMMARY SHEET f jt E N ti Cont . Name: r'A. 1 s �" K N S K. STA w_] tti i9 s 1 r "1a a L < Z j r N J [A 1 Ftow Ll 20 psi t" f - ,"r i' o- IA 63 � l-- % W < ti- a �-'1 I-) a O -.co 00 4.41 1 X, �I NN L __ II-c�. p I —P E ; '�: \i'—i. `. (1 VI u l{4 o t' 0 `@'i^1 d, .. Tr; 0 i 1t1 I' c c\_. Q r, .0 r In V o w ' / to 1_ !niimmaimm c 111: � CMN to 0O 3 � ITT MT TT I rrrl mPrrr rill F �IsrI rarr,rrrr nTnrrr H Isd r►rr I aJnssaJd 11/1 111111H1111 Mr rrfr tr. TM -nu in . J: an � c 0. L.0 ,z I — • N co nm CJ Water Flow gprn M (i 2 rnr n F kit V G 45 G` 4) CI 4: -44 (�t 0 0 W C tot eft (", (k v \J <1 Q? r u Ui • 000 00 c„ :1 0 -. tb 0 L a Z 1 N c,) O F O ▪ O p r U w m N ~ C • oo • r- C ▪ M 0 d O ri tI r t1 I9.1� I I 1 r Isd aJnssaJd 000 Tr• 000 c' c 4 M CN C.. OC Si cp li COCA c — N F Water Flow gpm 763 1.0 -T- 0 N.6 Ali oe 3 vikL 0 - O iV Water Flow gpm RAISBECK AVIATION BS Drawing Date:10/21/2011 11/ 4/11 11:39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside sq ftl Sprinkler or Nozzle 0.200 1 Make: TYCO 130.0 sq ftl Model: DS -1 0 gpm 1 K -Factor: 5.60 250 gpm 1 Temperature Rating: 200 CALCULATION SUMMARY 7 Flowing Outlets Required: 436.4 psi Required: 80.5 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test l 10/27/11 1 120.0 psi 1 110.0 psi 1 8000 gpm 1 0" 1 Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: SITE Source of Information: CITY OF TUKWILA WATEtt DEPT SYSTEM VOLUME 398 Gallons Notes: RAISBECK AVIATION ES Drawing Date:10/21/2011 HYDRAULIC CALCULATION DETAILS )ESCRIPTION 11/ 4/11 11:39 HYDRAULIC FLOW LOSS LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 Hydr Ref FF Required 1 Pipe 8" C9 PACIFIC C900 UG 1 8" MJ 90 Ell 1 8" x 6" MJ Reducer at FIRST FLANGE 109' 150 8.280 18' 120 8.071 0' 120 8.071 Hydr Ref R1 Required at VAULT 1 6" Flngd Gate Valve PIV 3' 120 6.065 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS Hydr Ref BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee Required at BFP Hydr Ref UG1 Required 1 Pipe 10" C9 PACIFIC C900 UG 10" MJ 45 Ell 10" MJ 90 Ell 10" Flngd Gate Valve Kennedy "4068A 1 10" MJ Tee at POC 524' 22' 22' 5' 50' Fixed 30' 120 6.065 0' 120 10.140 22' 120 10.140 99' 150 10.150 5' 120 10.140 50' 120 10.140 150 10.150 120 10.140 120 10.140 120 10.140 120 10.140 Flow Outside Hose Allow. gpm psi TOTALS 186 186 186 186 186 186 186 186 186 186 186 186 186 186 186 186 186 0.0 0.0 0.0 0.0 0.0 0.0 3.3 0.0 0.0 D.0 0.0 0.0 0.0 77.0 psi 186 186 0.0 186 0.0 186 0.0 186 0.0 186 0.0 250 gpm Hydr Ref SRC Required at Source 436 Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 436 gpm SAFETY PRESSURE 77.0 psi 77.1 psi 80.4 psi 80.5 psi 80.5 psi 120.0 psi Available Pressure of 120.0 psi Exceeds Required Pressure of 80.5 psi This is a safety margin of 39.5 psi or 33 % of Supply Maximum Water Velocity is 18.6 fps 39.5 psi 000 _ E -N a a D 00 E E -- N Q. a cn v) CI a) a) a a 11) (D (D u0 (D doo;c co r) o E • v) a aarn co co O o o 00 NTaa a) m a N � N N d N W d i O- U "O gaocd8 (n tr u o _i • 0 N acn— o 0 (D 0 N 0 0 0 0 v 0 0 c) O (0 N 0 0 N 0 0 RAISBECK AVIATION HS Drawing Date:10/21/2011 11/ 4/11 11:39 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation 1 Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round -off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS Drawing Date:10/21/2011 11/ 4/11 11:39 Page 4 "'")E ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL BER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^ )) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 12.58 26.3 1015 11.00 5.60 25.4 28.2 26.0 0.22 102 12.58 23.6 102S 11.00 5.60 22.8 26.7 26.0 0.21 103 12.58 22.6 1035 11.00 5.60 21.9 26.2 26.0 0.20 104 12.58 22.3 104S 11.00 5.60 21.6 26.0 26.0 0.20 105 12.58 22.3 105S 11.00 5.60 21.6 26.0 26.0 0.20 106 12.58 22.7 1065 11.00 5.60 21.9 26.2 26.0 0.20 107 12.58 24.1 107S 11.00 5.60 23.3 27.0 26.0 0.21 110 12.58 51.2 111 12.58 27.7 112 12.58 24.8 113 12.58 23.8 114 12.58 23.4 115 12.58 23.4 116 12.58 23.9 117 12.58 25.4 Al 11.58 58.6 11.58 59.8 11.58 62.5 A4 11.58 65.9 B5 1.67 74.3 Cl 11.58 59.2 El 4.00 73.3 W -4.50 77.0 Max velocity of 18.65 occurs in the pipe from 110 TO 111 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent.-- The -node without an "S" is on the branch. RAISBECK AVIATION BS Drawing Date:10/21/2011 Tyco Fire Products 'YD. Qa DIA. FITTING PIPE Pt EF "C" TYPES FTNG'S Pe _DINT Qt Pf/ft TOTAL Pf 11/ 4/11 11:39 Page 5 Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 104 TO W (PRIMARY PATH) 104S 26.00 1.049 lE C=120 26.00 0.211 1.58 21.6 21.6 K = 5.60 5.00 -0.7 0.0 6.58 1.4 21.6 Vel = 9.75 1.049 1T 104 C=120 26.00 0.211 0.50 22.3 22.3 EqK = 5.51 5.00 0.0 0.0 5.50 1.2 22.3 Vel = 9.75 114 -0.51 1.536 C=120 25.49 0.032 12.50 23.4 23.4 0.00 0.0 0.0 See PATH 8 12.50 0.4 23.4 Vel = 4.46 113 26.22 1.536 C=120 51.70 0.118 8.28 0.00 8.28 23.8 0.0 1.0 23.8 0.0 23.8 See PATH 3 Vel = 9.04 26.74 1.536 lE 112 C=120 78.44 0.255 6.25 5.05 11.30 24.8 0.0 2.9 24.8 0.0 24.8 See PATH 5 Vel = 13.71 11 28.22 1.536 lE 37.17 27.7 27.7 C=120 1T 15.16 0.0 0.0 See PATH 7 106.66 0.449 52.34 23.5 27.7 Vel = 18.65 110 1.728 C=120 106.66 0.253 lE 1T 10.51 51.2 51.2 16.93 0.4 0.0 27.45 7.0 51.2 Vel = 14.73 Al 3.314 C=120 106.66 0.011 56.35 0.00 56.35 58.6 0.0 0.6 58.6 0.0 58.6 Vel = 4.01 01 3.314 C=120 106.66 0.011 58.03 59.2 59.2 0.00 0.0 0.0 58.03 0.6 59.2 Vel = 4.01 79.78 3.314 2E 68.97 59.8 59.8 A2 C=120 20.38 0.0 0.0 See PATH 2 186.44 0.030 89.36 2.7 59.8 Vel = 7.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS Drawing Date:10/21/2011 Tyco Fire Products HYD. Qa DIA. EF "C" _.DINT Qt Pf/ft 11/ 4/11 11:39 Page 6 FITTING PIPE Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 104 TO W (PRIMARY PATH) -15.48 3.314 2E 115.10 62.5 62.5 A3 C=120 20.38 0.0 0.0 See PATH 9 170.96 0.025 135.48 3.4 62.5 Vel = 6.42 15.48 3.314 3E 47.35 65.9 65.9 A4 C=120 1T 90.27 3.3 0.0 See PATH 9 186.44 0.030 2V 137.62 4.1 65.9 Vel = 7.00 El 6.357 C=120 186.44 0._001 2.33 73.3 73.3 0.00 1.0 0.0 2.33 0.0 73.3 Vel = 1.90 8.329 lE 12.17 74.3 74.3 B5 C=150 31.70 2.7 0.0 186.44 0.000 43.87 0.0 74.3 Vel = 1.11 186.44 2 FROM HYDRAULIC REFERENCE 105 TO A2 77.0 K = 21.25 105S 26.00 1.049 lE C=120 26.00 0.211 1.58 21.6 21.6 K = 5.60 5.00 -0.7 0.0 6.58 1.4 21.6 Vel = 9.75 1.049 1T 105 C=120 26.00 0.211 0.50 22.3 22.3 EqK = 5.51 5.00 0.0 0.0 5.50 1.2 22.3 Vel = 9.75 115 0.51 1.536 C=120 26.51 0.034 12.50 --23.4 23.4 0.00 0.0 0.0 See PATH 8 12.50 0.4 23.4 Vel = 4.64 116 26.23 1.536 C=120 52.74 0.122 12.50 23.9 23.9 0.00 0.0 0.0 See PATH 4 12.50 1.5 23.9 Vel = 9.22 27.04 1.536 4E 117 C=120 1T 79.78 0.263 99.04 30.32 129.37 25.4 0.4 34.0 25.4 0.0 25.4 See PATH 6 Vel = 13.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION RS Drawing Date:10/21/2011 Tyco Fire Products yYD. Qa DIA. FITTING PIPE Pt EF "C" TYPES FTNG'S Pe .uINT Qt Pf/ft TOTAL Pf A2 79.78 PATH 3 FROM HYDRAULIC REFERENCE 103 TO 113 59.8 11/ 4/11 11:39 Page 7 Pt Pv ******* NOTES ******* Pn K = 10.32 103S 26.22 1.049 1E C=120 26.22 0.215 1.58 21.9 21.9 K = 5.60 5.00 -0.7 0.0 6.58 1.4 21.9 Vel = 9.83 1.049 1T 103 C=120 26.22 0.215 0.50 22.6 22.6 EqK = 5.51 5.00 0.0 0.0 5.50 1.2 22.6 Vel = 9.83 113 26.22 PATH 4 FROM HYDRAULIC REFERENCE 106 TO 116 23.8 K = 5.37 26.23 1.049 1E 06S C=120 26.23 0.215 1.58 21.9 21.9 K = 5.60 5.00 -0.7 0.0 6.58 1.4 21.9 Vel = 9.83 1.049 1T 106 C=120 26.23 0.215 0.50 22.7 22.7 EqK = 5.51 5.00 0.0 0.0 5.50 1.2 22.7 Vel = 9.83 116 26.23 PATH 5 FROM HYDRAULIC REFERENCE 102 TO 112 23.9 K = 5.37 102S 26.74 1.049 1E C=120 26.74 0.223 1.58 22.8 22.8 K = 5.60 5.00 -0.7 0.0 6.58 1.5 22.8 Vel = 10.02 1.049 1T 102 C=120 26.74 0.223 0.50 23.6 23.6 EqK = 5.51 5.00 0.0 0.0 5.50 1.2 23.6 Vel = 10.02 UNTTS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS Drawing Date:10/21/2011 Tyco Fire Products 11/ 4/11 11:39 Page 8 "YD. Qa DIA. FITTING PIPE Pt Pt EF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* rUINT Qt Pf/ft TOTAL Pf Pn 112 26.74 24.8 K = 5.37 PATH 6 FROM HYDRAULIC REFERENCE 107 TO 117 27.04 1.049 1E 1.58 23.3 23.3 K = 5.60 107S C=120 5.00 -0.7 0.0 27.04 0.227 6.58 1.5 23.3 Vel = 10.14 1.049 1T 107 C=120 27.04 0.227 0.50 24.1 24.1 EqK = 5.51 5.00 0.0 0.0 5.50 1.3 24.1 Vel = 10.14 117 27.04 PATH 7 FROM HYDRAULIC REFERENCE 101 TO 111 25.4 K = 5.37 28.22 1.049 1E O1S C=120 28.22 0.246 1.58 25.4 25.4 K = 5.60 5.00 -0.7 0.0 6.58 1.6 25.4 Vel = 10.58 1.049 1T 101 C=120 28.22 0.246 0.50 26.3 26.3 EqK = 5.50 5.00 0.0 0.0 5.50 1.4 26.3 Vel = 10.58 111 28.22 27.7 K = 5.36 PATH 8 FROM HYDRAULIC REFERENCE 114 TO 115 114 0.51 1.536 C=120 0.51 0.000 12.50 23.4 23.4 0.00 0.0 0.0 See PATH 1 12.50 0.0 23.4 Vel = 0.09 115 0.51 23.4 K = 0.11 PATH 9 FROM HYDRAULIC REFERENCE A3 TO A4 UT'TTS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION ES Drawing Date:10/21/2011 Tyco Fire Products 11/ 4/11 11:39 Page 9 9YD. Qa DIA. FITTING PIPE Pt Pt EF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* ..DINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE A3 TO A4 CONTINUED 15.48 1.536 6T 211.85 62.5 62.5 A3 C=120 60.65 0.0 0.0 See PATH 1 15.48 0.013 272.50 3.4 62.5 Vel = 2.71 A4 15.48 65.9 K = 1.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 1ST FLR Drawing Date:10/21/2011 1/10/12 11: 0 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 1ST FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 2 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1082 sq ftl 0.200 120.0 sq ftl 0 gpm I 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 587.8 psi Required: 108.3 @ Source NATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 408 Gallons Notes: RAISBECK AVIATION BS 1ST FLR Drawing Date:10/21/2011 1/10/12 11: 0 HYDRAULIC CALCULATION DETAILS 1TY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 338 105.7 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 338 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 338 0.0 Hydr Ref FF Required at FIRST FLANGE 338 105.8 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 338 0.1 1 8" MJ 90 Ell 18' 120 8.071 338 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 338 0.0 Hydr Ref R1 Required at VAULT 338 105.9 psi 1 6" Flngd Gate Valve PIV 3' 120 6.065 338 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 338 2.0 Hydr Ref BFP Required at BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee 338 30' 120 6.065 338 0' 120 10.140 338 22' 120 10.140 338 99' 150 10.150 338 5' 120 10.140 338 50' 120 10.140 338 107.9 psi 0.1 0.0 0.0 0.0 0.0 0.0 Hydr Ref UG1 Required at POC 338 108.1 psi 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 338 0.1 2 10" MJ 45 Ell 22' 120 10.140 338 0.0 1 10" MJ 90 Ell 22' 120 10.140 338 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 338 0.0 1 10" MJ Tee 50' 120 10.140 338 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref SRC Required at Source 588 108.3 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 588 gpm 119.9 psi SAFETY PRESSURE 11.6 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 108.3 psi This is a safety margin of 11.6 psi or 10 % of Supply Maximum Water Velocity is 21.8 fps .-.000 E 0. _ N a a0) 00 E E e a a (30)0) Coo N 0 Qm rp ai 72 O u) S0 _ E E U) a a V) N a0)0)aa c? CO CO co 0 or)Lrn N 1r - O a) N 0 0 co 0. N ` 0 0 0 O o) 11) N • 0. 0- 0 I gpm hose -i7) a O N r - - N 1r - O a) N 0 0 co 0. N ` 0 0 0 O o) 11) N RAISBECK AVIATION HS 1ST FLR Drawing Date:10/21/2011 1/10/12 11: 0 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 v Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 1ST FLR Drawing Date:10/21/2011 1/10/12 11: 0 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 110 12.58 63.2 111 12.58 64.1 112 12.58 64.3 113 12.58 64.5 114 12.58 64.7 115 12.58 64.9 116 12.58 65.1 117 12.58 65.3 201 13.83 17.8 201S 13.50 5.60 17.1 23.1 14.8 0.31 202 13.83 19.2 202S 13.50 5.60 18.4 24.0 24.0 0.20 203 13.83 20.0 203S 13.50 5.60 19.1 24.5 24.0 0.20 204 13.83 21.8 204S 13.50 5.60 20.8 25.6 24.0 0.21 205 13.83 24.9 205S 13.50 5.60 23.8 27.3 24.0 0.23 206 13.83 22.2 206S 13.50 5.60 21.3 25.8 24.0 0.22 207 13.83 22.5 2075 13.50 5.60 21.5 26.0 24.0 0.22 208 13.83 23.5 208S 13.50 5.60 22.4 26.5 24.0 0.22 209 13.83 25.6 209S 13.50 5.60 24.4 27.7 24.0 0.23 210 13.83 22.8 210S 13.50 5.60 21.8 26.1 24.0 0.22 211 13.83 23.0 211S 13.50 5.60 22.0 26.3 24.0 0.22 212 13.83 24.0 212S 13.50 5.60 23.0 26.8 24.0 0.22 213 13.83 26.2 213S 13.50 5.60 25.0 28.0 24.0 0.23 220 13.83 30.5 221 13.83 26.7 222 13.83 24.6 223 13.83 23.6 224 13.83 23.3 225 13.83 31.2 226 13.83 28.7 227 13.83 27.5 228 13.83 27.2 229 13.83 32.0 230 13.83 29.4 231 13.83 28.2 232 13.83 27.9 Al 11.58 63.4 A2 11.58 68.0 A3 11.58 76.0 A4 11.58 86.4 RAISBECK AVIATION RS 1ST FLR Drawing Date:10/21/2011 1/10/12 11: 0 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI")) (PSI) (GPM) (GPM) (GPM/SQ.FT) B5 1.67 103.0 Cl 11.58 63.3 D1 13.83 49.3 D2 13.83 49.6 D3 13.83 50.7 El 4.00 102.0 W -4.50 105.7 Max velocity of 21.78 occurs in the pipe from D1 TO 220 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAISBECK AVIATION HS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ** POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 23.13 1.049 1E 0.33 17.1 17.1 K = 5.60 201S C=120 5.00 -0.1 0.0 23.13 0.170 5.33 0.9 17.1 Vel = 8.67 1.049 2T 22.13 17.8 17.8 EqK = 5.48 201 C=120 10.00 0.0 0.0 23.13 0.170 32.13 5.5 17.8 Vel = 8.67 224 1.536 C=120 23.13 0.027 8.66 23.3 23.3 0.00 0.0 0.0 8.66 0.2 23.3 Vel = 4.04 223 24.00 1.536 C=120 47.13 0.099 10.00 23.6 23.6 0.00 0.0 0.0 See PATH 2 10.00 1.0 23.6 Vel = 8.24 222 24.51 1.536 C=120 71.64 0.215 10.00 24.6 24.6 0.00 0.0 0.0 See PATH 3 10.00 2.2 24.6 Vel = 12.53 25.57 1.536 10.00 26.7 26.7 221 C=120 0.00 0.0 0.0 See PATH 4 97.21 0.379 10.00 3.8 26.7 Vel = 17.00 27.34 1.536 1T 21.25 30.5 30.5 220 C=120 10.11 0.0 0.0 See PATH 11 124.55 0.599 31.36 18.8 30.5 Vel = 21.78 D1 2.703 C=120 124.55 0.038 9.33 49.3 49.3 0.00 0.0 0.0 9.33 0.4 49.3 Vel = 7.03 106.00 2.703 9.33 49.6 49.6 D2 C=120 0.00 0.0 0.0 See PATH 5 230.56 0-T119 9.33 1.1 49.6 Vel = 13.02 107.23 2.703 2E 10.78 50.7 50.7 D3 C=120 1T 37.30 1.0 0.0 See PATH 7 337.79 0.242 48.08 11.6 50.7 Vel = 19.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) Cl - 18.45 3.314 C=120 319.34 0.081 58.03 0.00 58.03 63.3 0.0 4.7 63.3 0.0 63.3 See PATH 14 Vel = 11.99 18.45 3.314 2E 68.97 68.0 68.0 A2 C=120 20.38 0.0 0.0 See PATH 14 337.79 0.090 89.36 8.0 68.0 Vel = 12.69 - 28.04 3.314 2E 115.10 76.0 76.0 A3 C=120 20.38 0.0 0.0 See PATH 15 309.75 0.076 135.48 10.3 76.0 Vel = 11.63 28.04 3.314 3E 47.35 86.4 86.4 A4 C=120 1T 90.27 3.3 0.0 See PATH 15 337.79 0.090 2V 137.62 12.3 86.4 Vel = 12.69 El 6.357 C=120 337.79 0.004 2.33 102.0 102.0 0.00 1.0 0.0 2.33 0.0 102.0 Vel = 3.45 8.329 lE 12.17 103.0 103.0 B5 C=150 31.70 2.7 0.0 337.79 0.001 43.87 0.0 103.0 Vel = 2.01 W 337.79 PATH 2 FROM HYDRAULIC REFERENCE 202 TO 223 105.7 K = 32.85 202S 24.00 1.049 lE C=120 24.00 0.182 0.33 18.4 18.4 K = 5.60 5.00 -0.1 0.0 5.33 1.0 18.4 Vel = 9.00 1.049 1T 202 C=120 24.00 0.182 18.75 19.2 19.2 EqK = 5.48 5.00 0.0 0.0 23.75 4.4 19.2 Vel = 9.00 223 24.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) 23.6 K = 4.94 FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 203 TO 222 203S 24.51 1.049 1E C=120 24.51 0.190 0.33 5.00 5.33 19.1 K = 5.60 0.0 19.1 Vel = 9.19 1.049 1T 203 C=120 24.51 0.190 18.75 20.0 20.0 EqK = 5.48 5.00 0.0 0.0 23.75 4.5 20.0 Vel = 9.19 222 24.51 24.6 K = 4.95 PATH 4 FROM HYDRAULIC REFERENCE 204 TO 221 25.57 1.049 15 0.33 20.8 20.8 K = 5.60 204S C=120 5.00 -0.1 0.0 25.57 0.205 5.33 1.1 20.8 Vel = 9.59 1.049 1T 204 C=120 25.57 0.205 18.75 21.8 21.8 EqK = 5.48 5.00 0.0 0.0 23.75 4.9 21.8 Vel = 9.59 221 25.57 26.7 K = 4.95 PATH 5 FROM HYDRAULIC REFERENCE 206 TO D2 25.83 1.049 1E 0.33 21.3 21.3 K = 5.60 206S 0=120 5.00 -0.1 0.0 25.83 0.209 5.33 1.1 21.3 Vel = 9.68 1.049 1T 206 C=120 25.83 0.209 18.75 22.2 22.2 EqK = 5.48 5.00 0.0 0.0 23.75 5.0 22.2 Vel = 9.68 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 1S1 FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 206 TO D2 CONTINUED 228 1.536 C=120 25.83 0.033 8.66 0.00 8.66 27.2 0.0 0.3 27.2 0.0 27.2 Vel = 4.52 227 25.97 1.536 C=120 51.80 0.118 10.00 27.5 27.5 0.00 0.0 0.0 See PATH 6 10.00 1.2 27.5 Vel = 9.06 226 26.52 1.536 C=120 78.32 0.254 10.00 28.7 28.7 0.00 0.0 0.0 See PATH 9 10.00 2.5 28.7 Vel = 13.69 27.68 1.536 1T 225 C=120 106.00 0.444 31.25 10.11 41.36 31.2 0.0 18.4 31.2 0.0 31.2 See PATH 12 Vel = 18.53 D2 106.00 PATH 6 FROM HYDRAULIC REFERENCE 207 TO 227 49.6 K = 15.05 207S 25.97 1.049 1E C=120 25.97 0.211 0.33 21.5 21.5 K = 5.60 5.00 -0.1 0.0 5.33 1.1 21.5 Vel = 9.73 1.049 1T 207 C=120 25.97 0.211 18.75 22.5 22.5 EqK = 5.48 5.00 0.0 0.0 23.75 5.1 22.5 Vel = 9.73 227 25.97 PATH 7 FROM HYDRAULIC REFERENCE 210 TO D3 27.5 K = 4.95 210S 26.13 1.049 1E C=120 26.13 0.213 0.33 21.8 21.8 K = 5.60 5.00 -0.1 0.0 5.33 1.1 21.8 Vel = 9.80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION RS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products HYD. REF POINT Qa DIA. nCn Qt Pf/ft FITTING PIPE TYPES FTNG'S TOTAL 1/10/12 11: 0 Page 10 Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 210 TO D3 CONTINUED 1.049 1T 18.75 22.8 22.8 EqK = 5.48 210 C=120 5.00 0.0 0.0 26.13 0.213 23.75 5.1 22.8 Vel = 9.80 1.536 8.66 27.9 27.9 232 C=120 0.00 0.0 0.0 26.13 0.033 8.66 0.3 27.9 Vel = 4.57 231 26.27 1.536 C=120 52.40 0.121 10.00 28.2 28.2 0.00 0.0 0.0 See PATH 8 10.00 1.2 28.2 Vel = 9.16 230 26.83 1.536 C=120 79.23 0.259 10.00 0.00 10.00 29.4 0.0 2.6 29.4 0.0 29.4 See PATH 10 Vel = 13.85 28.00 1.536 1T 31.25 32.0 32.0 229 C=120 10.11 0.0 0.0 See PATH 13 107.23 0.454 41.36 18.8 32.0 Vel = 18.75 D3 107.23 50.7 K = 15.05 PATH 8 FROM HYDRAULIC REFERENCE 211 TO 231 211S 26.27 1.049 1E C=120 26.27 0.215 0.33 22.0 22.0 K = 5.60 5.00 -0.1 0.0 5.33 1.1 22.0 Vel = 9.85 1.049 1T 18.75 23.0 23.0 EqK = 5.48 211 C=120 5.00 0.0 0.0 26.27 0.215 23.75 5.2 23.0 Vel = 9.85 231 26.27 PATH 9 FROM HYDRAULIC REFERENCE 208 TO 226 28.2 K = 4.95 26.52 1.049 1E 0.33 22.4 22.4 K = 5.60 208S C=120 5.00 -0.1 0.0 26.52 0.219 5.33 1.2 22.4 Vel = 9.94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 208 TO 226 CONTINUED 1.049 1T 18.75 23.5 23.5 EqK = 5.48 208 C=120 5.00 0.0 0.0 26.52 0.219 23.75 5.3 23.5 Vel = 9.94 226 26.52 28.7 K = 4.95 PATH 10 FROM HYDRAULIC REFERENCE 212 TO 230 212S 26.83 1.049 1E C=120 26.83 0.224 0.33 23.0 23.0 K = 5.60 5.00 -0.1 0.0 5.33 1.2 23.0 Vel = 10.06 1.049 1T 212 C=120 26.83 0.224 18.75 24.0 24.0 EqK = 5.48 5.00 0.0 0.0 23.75 5.4 24.0 Vel = 10.06 230 26.83 29.4 K = 4.95 PATH 11 FROM HYDRAULIC REFERENCE 205 TO 220 27.34 1.049 1E 0.33 23.8 23.8 K = 5.60 205S C=120 5.00 -0.1 0.0 27.34 0.232 5.33 1.2 23.8 Vel = 10.25 1.049 1T 205 C=120 27.34 0.232 18.75 24.9 24.9 EqK = 5.48 5.00 0.0 0.0 23.75 5.6 24.9 Vel = 10.25 220 27.34 PATH 12 FROM HYDRAULIC REFERENCE 209 TO 225 30.5 K = 4.95 209S 27.68 1.049 1E C=120 27.68 0.237 0.33 5.00 5.33 24.4 -0.1 1.3 24.4 K = 5.60 0.0 24.4 Vel = 10.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******r NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE 209 TO 225 CONTINUED 1.049 1T 18.75 25.6 25.6 EqK = 5.48 209 C=120 5.00 0.0 0.0 27.68 0.237 23.75 5.7 25.6 Vel = 10.38 225 27.68 31.2 K = 4.95 PATH 13 FROM HYDRAULIC REFERENCE 213 TO 229 213S 28.00 1.049 lE C=120 28.00 0.243 0.33 25.0 25.0 K = 5.60 5.00 -0.1 0.0 5.33 1.3 25.0 Vel = 10.50 1.049 1T 213 C=120 28.00 0.243 18.75 26.2 26.2 EqK = 5.48 5.00 0.0 0.0 23.75 5.8 26.2 Vel = 10.50 229 28.00 32.0 K = 4.95 PATH 14 FROM HYDRAULIC REFERENCE C1 TO A2 Cl 18.45 3.314 C=120 18.45 0.000 56.35 63.3 63.3 0.00 0.0 0.0 See PATH 1 56.35 0.0 63.3 Vel = 0.69 Al 1.728 lE C=120 1T 18.45 0.010 10.51 16.93 27.45 63.4 -0.4 0.3 63.4 0.0 63.4 Vel = 2.55 1.536 lE 110 C=120 1T 18.45 0.017 37.17 15.16 52.34 63.2 0.0 0.9 63.2 0.0 63.2 Vel = 3.22 111 1.536 lE C=120 18.45 0.017 6.25 5.05 11.30 64.1 0.0 0.2 64.1 0.0 64.1 Vel = 3.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 1ST FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 11: 0 Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE C1 TO A2 CONTINUED 112 1.536 C=120 18.45 0.017 8.28 64.3 64.3 0.00 0.0 0.0 8.28 0.1 64.3 Vel = 3.22 113 1.536 C=120 18.45 0.017 12.50 0.00 12.50 64.5 0.0 0.2 64.5 0.0 64.5 Vel = 3.22 114 1.536 C=120 18.45 0.017 12.50 0.00 12.50 64.7 0.0 0.2 64.7 0.0 64.7 Vel = 3.22 115 1.536 C=120 18.45 0.017 12.50 64.9 64.9 0.00 0.0 0.0 12.50 0.2 64.9 Vel = 3.22 116 1.536 C=120 18.45 0.017 12.50 0.00 12.50 65.1 0.0 0.2 65.1 0.0 65.1 Vel = 3.22 1.536 4E 117 C=120 1T 18.45 0.017 99.04 65.3 65.3 30.32 0.4 0.0 129.37 2.3 65.3 Vel = 3.22 A2 18.45 PATH 15 FROM HYDRAULIC REFERENCE A3 TO A4 68.0 K = 2.24 28.04 1.536 6T 211.85 76.0 76.0 A3 C=120 60.65 0.0 0.0 See PATH 1 28.04 0.038 272.50 10.3 76.0 Vel = 4.90 A4 28.04 UNITS - DIAMETER (INCH) LENGTH (FOOT) 86.4 K = 3.02 FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 1/10/12 12:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 2ND FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1596 sq ftl 0.200 256.0 sq ftl 0 gpm I 250 gpm 1 Sprinkler or Nozzle Make: VIK Model: OH-ELO K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 680.8 psi Required: 105.6 @ Source TATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data 1 Rated Capacity 1 Rated Pressure 1 Elevation 1 Make: 1 Model: 0 gpm 0.0 psi 0 Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 906 Gallons Notes: RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 1/10/12 12:20 HYDRAULIC CALCULATION DETAILS TY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 431 103.4 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 431 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 431 0.1 Hydr Ref FF Required at FIRST FLANGE 431 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 431 0.1 1 8" MJ 90 Ell 18' 120 8.071 431 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 431 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 431 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 431 1.4 Hydr Ref BFP Required at BFP 431 1 6" MJ Tee 30' 120 6.065 431 0.2 1 10" x 6" MJ Reducer 0' 120 10.140 431 0.0 1 10" MJ 90 Ell 22' 120 10.140 431 0.0 1 Pipe 10" C9 PACIFIC 0900 UG 99' 150 10.150 431 0.0 1 10" Flngd Gate Valve 5' 120 10.140 431 0.0 1 10" MJ Tee 50' 120 10.140 431 0.0 Hydr Ref UG1 Required at POC 431 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 431 0.2 2 10" MJ 45 Ell 22' 120 10.140 431 0.0 1 10" MJ 90 Ell 22' 120 10.140 431 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 431 0.0 1 10" MJ Tee 50' 120 10.140 431 0.0 Fixed Flow Outside Hose Allow. 250 gpm 103.4 psi 105.0 psi 105.4 psi Hydr Ref SRC Required at Source 681 105.6 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 681 gpm 119.9 psi SAFETY PRESSURE 14.3 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 105.6 psi This is a safety margin of 14.3 psi or 12 % of Supply Maximum Water Velocity is 20.8 fps w m 0. .-.000 E a a) E v) a a rn o o w o caw 0.-0 'p Edo a tri to a cc cc E E m a s • 0) CM asoo 3 cvcv 0 a0 ui a 0 3• 3 in O w 7 50 L. ci o=0> E Eaw Cr 0 d >, >, c 0) xau,u,u)= _ E .N a warn o o o ci 0 - O N y N tea` ac° n 0I- R m o o m o $u)crIloJ CC J 1 0 Z N cn ui O Q O aQ QOf QZa c0 3 JQ —N- Y E 0<N N • 250 gpm hose Ta. a U) a 0 N 0 O o co 0.0— (0 0 0 co O v O 0 M 1C) N N RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 1/10/12 12:20 Page 3 ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 v Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. Velocity Pressures are not considered in these Calculations RAISBECK AVIATIGN ES 2ND FLR Drawing Date:10/21/2011 NODE ELEVATION SPRINKLE. NUMBER K -FACTOR (FT) (GPM/(PSI^1/2)) 101 12.83 101S 11.00 11.20 102 12.83 1025 11.00 11.20 103 12.67 103S 11.00 11.20 104 12.67 104S 11.00 11.20 105 12.83 105S 11.00 11.20 106 12.83 106S 11.00 11.20 107 12.83 107S 11.00 11.20 108 12.83 1085 11.00 11.20 220 12.67 221 12.67 231 12.83 232 12.83 234 12.83 235 12.83 236 12.83 237 12.83 238 12.83 239 12.83 Al 12.25 A2 12.25 A3 12.25 A4 12.25 A5 12.25 A6 13.08 A7 12.25 A8 12.25 A9 12.25 Cl -10.00 D1 -2.92 El -13.33 TR2 12.25 W -19.50 PRESSURE (PSI) 22.9 20.9 23.9 21.8 24.6 22.4 25.6 23.3 26.1 23.7 27.0 24.5 26.2 23.8 27.2 24.7 46.8 45.1 47.7 45.8 52.6 50.7 53.5 51.7 53.8 52.0 67.1 67.1 67.2 67.6 73.1 74.5 75.5 75.8 76.8 99.2 96.1 100.7 82.9 103.4 1/10/12 12:20 Page 4 ACTUAL MINIMUM ACTUAL FLOW FLOW DENSITY (GPM) (GPM) (GPM/SQ.FT) 51.2 51.2 0.20 52.3 51.2 0.20 53.1 51.2 0.21 54.1 51.2 0.21 54.5 51.2 0.21 55.5 51.2 0.22 54.6 51.2 0.21 55.6 51.2 0.22 Max velocity of 20.85 occurs in the pipe from 108 TO 238 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH) 101S 51.20 1.049 lE C=120 51.20 0.741 1.83 2.00 3.83 20.9 -0.8 2.8 20.9 K = 11.20 0.0 20.9 Vel = 19.19 1.049 1T 101 C=120 51.20 0.741 25.67 22.9 22.9 EqK = 10.69 5.00 0.0 0.0 30.67 22.9 22.9 Vel = 19.19 232 1.536 C=120 51.20 0.116 16.00 0.00 16.00 45.8 0.0 1.9 45.8 0.0 45.8 Vel = 8.95 52.25 1.536 3E 231 C=120 1T 103.45 0.425 19.84 47.7 47.7 25.27 0.3 0.0 See PATH 2 45.11 19.2 47.7 Vel = 18.09 Al 4.310 C=120 103.45 0.003 8.24 0.00 8.24 67.1 0.0 0.0 67.1 0.0 67.1 Vel = 2.30 107.18 4.310 12.08 67.1 67.1 A2 C=120 0.00 0.0 0.0 See PATH 3 210.63 0.010 12.08 0.1 67.1 Vel = 4.68 109.96 4.310 15.00 67.2 67.2 A3 C=120 0.00 0.0 0.0 See PATH 5 320.59 0.023 15.00 0.3 67.2 Vel = 7.12 110.25 4.310 141.29 67.6 67.6 A4 C=120 0.00 0.0 0.0 See PATH 6 430.84 0.039 141.29 5.5 67.6 Vel = 9.57 -195.90 4.310 5E 193.09 73.1 73.1 A5 C=120 1T 97.56 0.0 0.0 See PATH 9 234.94 11.013 290.64 3.7 73.1 Vel = 5.22 195.90 4.310 5E 10.39 76.8 76.8 A9 C=120 1T 144.94 0.0 0.0 See PATH 9 430.84 0.039 2V 155.33 6.1 76.8 Vel = 9.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION RS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 101 TO W (PRIMARY PATH) TR2 4.310 3E 55.50 82.9 82.9 C=120 2T 114.28 6.6 0.0 430.84 0.039 1V 169.78 6.6 82.9 Vel = 9.57 D1 6.357 C=120 430.84 0.006 7.08 0.00 7.08 96.1 3.1 0.0 96.1 0.0 96.1 Vel = 4.40 01 6.357 C=120 430.84 0.006 3.33 0.00 3.33 99.2 1.4 0.0 99.2 0.0 99.2 Vel = 4.40 El 8.329 lE C=150 430.84 0.001 12.17 100.7 100.7 31.70 2.7 0.0 43.87 0.0 100.7 Vel = 2.56 W 430.84 103.4 K = 42.37 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 231 102S 52.25 1.049 lE C=120 52.25 0.769 1.83 21.8 21.8 K = 11.20 2.00 -0.8 0.0 3.83 2.9 21.8 Vel = 19.59 1.049 1T 102 C=120 52.25 0.769 25.67 23.9 23.9 EqK = 10.68 5.00 0.0 0.0 30.67 23.7 23.9 Vel = 19.59 231 52.25 47.7 K = 7.57 PATH 3 FROM HYDRAULIC REFERENCE 103 TO A2 103S 53.06 1.049 1E C=120 53.06 0.791 1.67 22.4 22.4 K = 11.20 2.00 -0.7 0.0 3.67 2.9 22.4 Vel = 19.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 103 TO A2 CONTINUED 103 1.049 C=120 53.06 0.791 25.67 24.6 24.6 EqK = 10.69 0.00 0.0 0.0 25.67 20.4 24.6 Vel = 19.89 1.049 1E 221 C=120 1T 53.06 0.791 0.17 45.1 45.1 7.00 -0.1 0.0 7.17 5.7 45.1 Vel = 19.89 235 1.536 C=120 53.06 0.124 16.00 0.00 16.00 50.7 0.0 2.0 50.7 0.0 50.7 Vel = 9.28 54.12 1.536 2T 11.08 52.6 52.6 234 C=120 20.22 0.3 0.0 See PATH 4 107.18 0.454 31.30 14.2 52.6 Vel = 18.74 A2 107.18 67.1 K = 13.09 PATH 4 FROM HYDRAULIC REFERENCE 104 TO 234 104S 54.12 1.049 1E C=120 54.12 0.821 1.67 23.3 23.3 K = 11.20 2.00 -0.7 0.0 3.67 3.0 23.3 Vel = 20.29 104 1.049 C=120 54.12 0.821 25.67 25.6 25.6 EqK = 10.69 0.00 0.0 0.0 25.67 21.2 25.6 Vel = 20.29 1.049 1E 220 C=120 1T 54.12 0.821 0.17 7.00 7.17 46.8 -0.1 5.9 46.8 0.0 46.8 Vel = 20.29 234 54.12 52.6 K = 7.46 PATH 5 FROM HYDRAULIC REFERENCE 105 TO A3 105S 54.49 1.049 1E C=120 54.49 0.831 1.83 23.7 23.7 K = 11.20 2.00 -0.8 0.0 3.83 3.2 23.7 Vel = 20.43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 105 TO A3 CONTINUED 1.049 1T 25.67 26.1 26.1 EqK = 10.67 105 C=120 5.00 0.0 0.0 54.49 0.831 30.67 25.7 26.1 Vel = 20.43 237 1.536 C=120 54.49 0.130 14.00 0.00 14.00 51.7 0.0 1.8 51.7 0.0 51.7 Vel = 9.53 55.47 1.536 1E 13.08 53.5 53.5 236 C=120 1T 15.16 0.3 0.0 See PATH 7 109.96 0.476 28.25 13.4 53.5 Vel = 19.23 A3 109.96 67.2 K = 13.41 PATH 6 FROM HYDRAULIC REFERENCE 107 TO A4 107S 54.64 1.049 1E C=120 54.64 0.835 1.83 23.8 23.8 K = 11.20 2.00 -0.8 0.0 3.83 3.2 23.8 Vel = 20.48 1.049 1T 107 C=120 54.64 0.835 25.67 26.2 26.2 EqK = 10.67 5.00 0.0 0.0 30.67 25.8 26.2 Vel = 20.48 239 1.536 C=120 54.64 0.130 14.00 52.0 52.0 0.00 0.0 0.0 14.00 1.8 52.0 Vel = 9.55 55.61 1.536 1E 13.08 53.8 53.8 238 C=120 1T 15.16 0.3 0.0 See PATH 8 110.25 0.478 28.25 13.5 53.8 Vel = 19.28 A4 110.25 67.6 K = 13.41 PATH 7 FROM HYDRAULIC REFERENCE 106 TO 236 106S 55.47 1.049 1E C=120 55.47 0.859 1.83 24.5 24.5 K = 11.20 2.00 -0.8 0.0 3.83 3.3 24.5 Vel = 20.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 106 TO 236 CONTINUED 1.049 1T 106 C=120 55.47 0.859 25.67 27.0 27.0 EqK = 10.67 5.00 0.0 0.0 30.67 26.5 27.0 Vel = 20.79 236 55.47 53.5 K = 7.58 PATH 8 FROM HYDRAULIC REFERENCE 108 TO 238 108S 55.61 1.049 1E C=120 55.61 0.863 1.83 24.7 24.7 K = 11.20 2.00 -0.8 0.0 3.83 3.3 24.7 Vel = 20.85 1.049 1T 108 C=120 55.61 0.863 25.67 27.2 27.2 EqK = 10.67 5.00 0.0 0.0 30.67 26.6 27.2 Vel = 20.85 238 55.61 53.8 K = 7.58 PATH 9 FROM HYDRAULIC REFERENCE A5 TO A9 195.90 4.310 2E 137.64 73.1 73.1 A5 C=120 1T 55.75 -0.4 0.0 See PATH 1 195.90 0.009 193.39 1.8 73.1 Vel = 4.35 3.314 2E 0.83 74.5 74.5 A6 C=120 20.38 0.4 0.0 195.90 0.033 21.22 0.7 74.5 Vel = 7.36 4.310 1E 10.20 75.5 75.5 A7 C=120 13.94 0.0 0.0 195.90 0.009 24.14 0.2 75.5 Vel = 4.35 4.310 2E 57.20 75.8 75.8 A8 C=120 1T 55.75 0.0 0.0 195.90 0.009 112.95 1.0 75.8 Vel = 4.35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 12:20 Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A9 195.90 76.8 K = 22.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 2ND FLR ,ocation: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 2 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1625 sq ftl 0.200 324.0 sq ft1 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: EC -14 K-Factor:14.00 Temperature Rating: 155 CALCULATION SUMMARY 11 Flowing Outlets c Required: 994.1 psi Required: 102.5 @ Source WATER SUPPLY Water Flow Test 1 Date of Test 10/27/11 1 Static Pressure 120.0 psi 1 Residual Pres 110.0 psi 1 At a Flow of 8000 gpm 1 Elevation 0" 1 Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE - Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 901 Gallons Notes: RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 HYDRAULIC CALCULATION DETAILS iESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 744 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 744 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 744 0.2 Hydr Ref FF Required at FIRST FLANGE 744 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 744 0.3 1 8" MJ 90 Ell 18' 120 8.071 744 0.1 1 8" x 6" MJ Reducer 0' 120 8.071 744 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 744 0.1 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 744 2.7 97.5 psi 97.7 psi Hydr Ref BFP Required at BFP 744 100.8 psi 1 6" MJ Tee 30' 120 6.065 744 0.6 1 10" x 6" MJ Reducer 0' 120 10.140 744 0.0 1 10" MJ 90 Ell 22' 120 10.140 744 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 744 0.1 1 10" Flngd Gate Valve 5' 120 10.140 744 0.0 1 10" MJ Tee 50' 120 10.140 744 0.1 Hydr Ref UG1 Required at POC 744 101.7 psi 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 744 0.6 2 10" MJ 45 Ell 22' 120 10.140 744 0.0 1 10" MJ 90 Ell 22' 120 10.140 744 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 744 0.0 MJ Tee 50' 120 10.140 744 0.1 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref SRC Required at Source 994 102.5 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 994 gpm 119.8 psi SAFETY PRESSURE 17.3 psi Available Pressure of 119.8 psi Exceeds Required Pressure of 102.5 psi This is a safety margin of 17.3 psi or 14 % of Supply Maximum Water Velocity is 17.1 fps E E a0- 0") 00 U) N 4) N.c) p N c 0 _ E E -- •- U) 0. a (0 N a0)rna0 (f) NI' `ct (') (D 0 O O r �cc o cc J LL 0 z O>Q>O z < 0- I 0) m O0 N E cc cr) • 250 gpm hose a a 7 0) N O O O O o O CO (O N O. — 0 0 0 O rn O O CO 0 O O 0 O O M 0 0 N RAISBECK AVIATION BS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation F Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 Page 4 P^nE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL 3ER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 13.96 14.00 21.6 65.1 65.1 0.20 202 13.96 14.00 22.0 65.7 65.1 0.20 203 13.96 14.00 23.8 68.4 65.1 0.21 204 13.96 14.00 21.7 65.2 65.1 0.20 205 13.96 14.00 22.1 65.8 65.1 0.20 206 13.96 14.00 23.9 68.5 65.1 0.21 207 13.96 14.00 21.9 65.6 65.1 0.20 208 13.96 14.00 22.4 66.2 65.1 0.20 209 13.96 14.00 24.2 68.9 65.1 0.21 210 13.96 14.00 26.5 72.0 65.1 0.22 211 13.96 14.00 27.1 72.8 65.1 0.22 A5 12.25 45.0 A6 13.08 42.4 A7 12.25 41.8 A8 12.25 41.1 A9 12.25 48.4 B1 13.96 28.5 B2 13.96 28.6 B3 13.96 29.0 B4 13.96 29.7 B5 -13.33 94.7 Cl -2.92 90.0 El -10.00 93.2 12.25 65.1 -19.50 97.5 Max velocity of 17.05 occurs in the pipe from B3 TO 209 RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 Tyco Fire Products Page 5 '-YD. Qa DIA. FITTING PIPE Pt Pt ?F "C" TYPES FTNG'S Pe Pv ******* NOTES ******* _DINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 201 65.07 2.203 C=120 65.07 0.031 14.00 21.6 21.6 K = 14.00 0.00 0.0 0.0 14.00 0.4 21.6 Vel = 5.53 202 65.72 2.203 C=120 130.78 0.113 16.00 22.0 22.0 K = 14.00 0.00 0.0 0.0 16.00 1.8 22.0 Vel = 11.12 68.37 2.203 1T 203 C=120 199.15 0.246 5.38 23.8 23.8 K = 14.00 13.64 0.0 0.0 19.01 4.7 23.8 Vel = 16.93 B1 4.310 C=120 199.15 0.009 9.21 28.5 28.5 0.00 0.0 0.0 9.21 0.1 28.5 Vel = 4.42 199.46 4.310 10.00 28.6 28.6 B2 C=120 0.00 0.0 0.0 See PATH 2 398.61 0.034 10.00 0.3 28.6 Vel = 8.85 200.65 4.310 10.00 29.0 29.0 3 C=120 0.00 0.0 0.0 See PATH 3 599.26 0.072 10.00 0.7 29.0 Vel = 13.31 144.88 4.310 2E 71.31 29.7 29.7 B4 C=120 27.87 0.7 0.0 See PATH 4 744.14 0.107 99.19 10.7 29.7 Vel = 16.52 -239.89 4.310 2E 57.20 41.1 41.1 A8 C=120 2T 83.62 0.0 0.0 See PATH 5 504.25 0.052 140.82 7.4 41.1 Vel = 11.20 239.89 4.310 5E 10.39 48.4 48.4 A9 C=120 1T 144.94 0.0 0.0 See PATH 5 744.14 0.107 2V 155.33 16.7 48.4 Vel = 16.52 TR2 4.310 3E 55.50 65.1 65.1 C=120 2T 114.28 6.6 0.0 744.14 0.107 1V 169.78 18.2 65.1 Vel = 16.52 01 6.357 C=120 744.14 0.016 7.08 90.0 90.0 0.00 3.1 0.0 7.08 0.1 90.0 Vel = 7.60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 Tyco Fire Products 12:17 Page 6 LIYD. Qa DIA. FITTING PIPE Pt Pt :F "C" TYPES FTNG'S Pe Pv ******* NOTES ******* _.,INT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) El 6.357 C=120 744.14 0.016 3.33 93.2 93.2 0.00 1.4 0.0 3.33 0.1 93.2 Vel = 7.60 8.329 lE 12.17 94.7 94.7 B5 C=150 31.70 2.7 0.0 744.14 0.003 43.87 0.1 94.7 Vel = 4.42 W 744.14 97.5 K = 75.38 PATH 2 FROM HYDRAULIC REFERENCE 204 TO B2 204 65.17 2.203 0=120 65.17 0.031 14.00 21.7 21.7 K = 14.00 0.00 0.0 0.0 14.00 0.4 21.7 Vel = 5.54 65.82 2.203 16.00 22.1 22.1 K = 14.00 95 C=120 0.00 0.0 0.0 130.99 0.114 16.00 1.8 22.1 Vel = 11.13 68.47 2.203 1T 206 C=120 199.46 0.247 5.38 23.9 23.9 K = 14.00 13.64 0.0 0.0 19.01 4.7 23.9 Vel = 16.95 B2 199.46 PATH 3 FROM HYDRAULIC REFERENCE 207 TO B3 28.6 K = 37.28 207 65.56 2.203 0=120 65.56 0.032 14.00 21.9 21.9 K = 14.00 0.00 0.0 0.0 14.00 0.4 21.9 Vel = 5.57 208 66.22 2.203 0=120 131.77 0.115 16.00 22.4 22.4 K = 14.00 0.00 0.0 0.0 16.00 1.8 22.4 Vel = 11.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 2ND FLR Drawing Date:10/21/2011 11/ 4/11 Tyco Fire Products 12:17 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt ;F "C" TYPES FTNG'S Pe Pv ******* NOTES ******* _DINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 207 TO B3 CONTINUED 68.88 2.203 1T 209 C=120 200.65 0.250 5.38 24.2 24.2 K = 14.00 13.64 0.0 0.0 19.01 4.8 24.2 Vel = 17.05 B3 200.65 29.0 K = 37.29 PATH 4 FROM HYDRAULIC REFERENCE 210 TO B4 210 72.04 2.203 C=120 72.04 0.038 16.00 26.5 26.5 K = 14.00 0.00 0.0 0.0 16.00 0.6 26.5 Vel = 6.12 72.85 2.203 1T 211 C=120 144.88 0.137 5.38 13.64 19.01 27.1 0.0 2.6 27.1 K = 14.00 0.0 27.1 Vel = 12.31 '4 144.88 29.7 K = 26.60 PATH 5 FROM HYDRAULIC REFERENCE A8 TO A9 239.89 4.310 1E 10.20 41.1 41.1 A8 C=120 1T 41.81 0.0 0.0 See PATH 1 239.89 0.013 52.01 0.7 41.1 Vel = 5.33 3.314 2E 0.83 41.8 41.8 A7 C=120 20.38 -0.4 0.0 239.89 0.048 21.22 1.0 41.8 Vel = 9.01 4.310 2E 137.64 42.4 42.4 A6 C=120 27.87 0.4 0.0 239.89 0.013 165.51 2.2 42.4 Vel = 5.33 4.310 5E 193.09 45.0 45.0 A5 C=120 69.68 0.0 0.0 239.89 0.013 262.77 3.5 45.0 Vel = 5.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION ES 2ND FLR Drawing Date:10/21/2011 11/ 4/11 12:17 Tyco Fire Products Page 8 LIYD. Qa DIA. FITTING PIPE Pt Pt ;F "C" TYPES FTNG'S Pe Pv ******* NOTES ******* ._DINT Qt Pf/ft TOTAL Pf Pn A9 239.89 48.4 K = 34.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:29 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1020 sq ftl 0.200 120.0 sq ftl 0 gpm I 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 200 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 583.6 psi Required: 87.0 @ Source NATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Rated Rated Pump Data Capacity 0 gpm Pressure 0.0 psi 1 Elevation 1 Make: I Model: 0 Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 762 Gallons Notes: RAISBECK AVIATION 1 -JS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:29 HYDRAULIC CALCULATION DETAILS 1TY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 334 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 334 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 334 0.0 Hydr Ref FF Required at FIRST FLANGE 334 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 334 0.1 1 8" MJ 90 Ell 18' 120 8.071 334 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 334 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 334 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 334 2.1 Hydr Ref BFP Required at BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee 334 30' 120 6.065 334 0.1 0' 120 10.140 334 0.0 22' 120 10.140 334 0.0 99' 150 10.150 334 0.0 5' 120 10.140 334 0.0 50' 120 10.140 334 0.0 84.4 psi Hydr Ref UG1 Required at POC 334 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 334 0.1 2 10" MJ 45 Ell 22' 120 10.140 334 0.0 1 10" MJ 90 Ell 22' 120 10.140 334 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 334 0.0 1 10" MJ Tee 50' 120 10.140 334 0.0 Fixed Flow Outside Hose Allow. 250 gpm 84.4 psi 86.6 psi 86.8 psi Hydr Ref SRC Required at Source 584 87.0 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 584 gpm 119.9 psi SAFETY PRESSURE 32.9 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 87.0 psi This is a safety margin of 32.9 psi or 27 % of Supply Maximum Water Velocity is 21.5 fps _ E (a a0) o o w N o Elm O roro a cc cc E E daa u0)0) moo N 0 Q0 • a,P O E = E0 u, aaa a a0)0)aa ovva)o coo I�cooNtD comoo cc J LL 0 cr co O Q co 0 >z<T —I 211)2. W�0 —NY E 0<c\J N • 250 gpm hose • -n a 0 6 0 N O co co N a acn— N. n co O O to Q N N ` 0 LL 0 O O M CV N N O LO RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:29 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 v Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 3RD FIR Drawing Date:10/21/2011 TN 1/10/12 17:29 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^;)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 13.83 101S 12.50 102 13.83 102S 12.50 103 13.83 103S 12.50 104 13.83 104S 12.50 105 13.83 105S 12.50 106 13.83 106S 12.50 107 13.83 107S 12.50 108 13.83 108S 12.50 109 13.83 109S 12.50 110 13.83 110S 12.50 111 13.83 111S 12.50 112 13.83 112S 12.50 113 17.00 310 13.83 311 13.83 312 13.83 313 13.83 314 13.83 315 13.83 316 13.83 317 13.83 318 13.83 319 13.83 320 13.83 321 13.83 322 13.83 Al 13.83 A2 13.83 A3 13.83 A4 11.75 A5 11.75 A6 11.75 A7 11.75 A8 11.75 Bl -17.92 Cl 11.75 C2 11.75 D1 -25.00 El -28.33 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 21.5 20.8 21.8 21.1 22.9 22.1 25.3 24.4 21.5 20.8 21.8 21.1 22.9 22.1 25.3 24.4 18.9 18.4 19.2 18.6 21.1 20.4 24.6 23.7 15.8 26.6 24.1 23.0 22.6 26.9 24.4 23.2 22.9 25.9 22.2 20.3 20.2 19.9 32.4 32.6 33.6 45.6 46.4 46.7 47.0 47.1 77.1 47.4 47.7 80.2 81.7 25.5 25.7 26.3 27.7 25.6 25.7 26.4 27.7 24.0 24.2 25.3 27.3 22.3 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 0.21 0.21 0.22 0.23 0.21 0.21 0.22 0.23 0.20 0.20 0.21 24.0 0.23 14.8 0.30 RAISBECK AVIATION FIS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:29 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI"1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) TR3 12.25 59.6 W -34.50 84.4 Max velocity of 21.51 occurs in the pipe from 318 TO A3 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 113 TO W (PRIMARY PATH) 22.27 1.049 4E 113 C=120 1T 22.27 0.159 6.82 15.8 15.8 K = 5.60 13.00 1.4 0.0 19.82 3.1 15.8 Vel = 8.35 320 48.17 1.536 C=120 70.44 0.209 9.01 20.3 20.3 0.00 0.0 0.0 See PATH 2 9.01 1.9 20.3 Vel = 12.32 319 25.30 1.536 C=120 95.74 0.368 9.99 22.2 22.2 0.00 0.0 0.0 See PATH 4 9.99 3.7 22.2 Vel = 16.74 27.28 1.536 1T 318 C=120 123.02 0.585 3.00 10.11 13.11 25.9 0.0 7.7 25.9 0.0 25.9 See PATH 11 Vel = 21.51 210.54 2.703 2E 10.00 33.6 33.6 A3 C=120 1T 37.30 0.9 0.0 See PATH 5 333.56 0.236 47.30 11.2 33.6 Vel = 18.83 4.310 30.22 45.6 45.6 A4 C=120 0.00 0.0 0.0 333.56 0.024 30.22 0.7 45.6 Vel = 7.41 4.310 11.51 46.4 46.4 A5 C=120 0.00 0.0 0.0 333.56 0.024 11.51 0.3 46.4 Vel = 7.41 4.310 12.54 46.7 46.7 A6 C=120 0.00 0.0 0.0 333.56 0.024 12.54 0.3 46.7 Vel = 7.41 4.310 5.80 47.0 47.0 A7 C=120 0.00 0.0 0.0 333.56 0.024 5.80 0.1 47.0 Vel = 7.41 4.310 14.00 47.1 47.1 A8 C=120 0.00 0.0 0.0 333.56 0.024 14.00 0.3 47.1 Vel = 7.41 C1 4.310 C=120 333.56 0.024 8.70 0.00 8.70 47.4 0.0 0.2 47.4 0.0 47.4 Vel = 7.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 113 TO W (PRIMARY PATH) 4.310 10E 254.72 47.7 47.7 C2 C=120 2T 242.50 -0.2 0.0 333.56 0.024 2V 497.22 12.1 47.7 Vel = 7.41 TR3 4.310 3E 70.50 59.6 59.6 C=120 2T 114.28 13.1 0.0 333.56 0.024 1V 184.78 4.5 59.6 Vel = 7.41 B1 6.357 C=120 333.56 0.004 7.08 0.00 7.08 77.1 3.1 0.0 77.1 0.0 77.1 Vel = 3.40 D1 6.357 C=120 333.56 0.004 3.33 0.00 3.33 80.2 1.4 0.0 80.2 0.0 80.2 Vel = 3.40 El 8.329 lE C=150 333.56 0.001 12.17 31.70 43.87 81.7 2.7 0.0 81.7 0.0 81.7 Vel = 1.98 W 333.56 84.4 K = 36.31 PATH 2 FROM HYDRAULIC REFERENCE 109 TO 320 109S 24.00 1.049 lE C=120 24.00 0.182 1.33 18.4 18.4 K = 5.60 5.00 -0.6 0.0 6.33 1.2 18.4 Vel = 9.00 1.049 1T 0.50 18.9 18.9 EqK = 5.51 109 C=120 5.00 0.0 0.0 24.00 0.182 5.50 1.0 18.9 Vel = 9.00 322 1.536 C=120 24.00 0.028 10.00 19.9 19.9 0.00 0.0 0.0 10.00 0.3 19.9 Vel = 4.20 24.17 1.536 1.00 20.2 20.2 321 C=120 0.00 0.0 0.0 See PATH 3 48.17 0.103 1.00 0.1 20.2 Vel = 8.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 320 48.17 20.3 K = 10.68 PATH 3 FROM HYDRAULIC REFERENCE 110 TO 321 110S 24.17 1.049 1E C=120 24.17 0.185 1.33 18.6 18.6 K = 5.60 5.00 -0.6 0.0 6.33 1.2 18.6 Vel = 9.06 1.049 1T 110 C=120 24.17 0.185 0.50 19.2 19.2 EqK = 5.51 5.00 0.0 0.0 5.50 1.0 19.2 Vel = 9.06 321 24.17 20.2 K = 5.37 PATH 4 FROM HYDRAULIC REFERENCE 111 TO 319 111S 25.30 1.049 1E C=120 25.30 0.201 1.33 20.4 20.4 K = 5.60 5.00 -0.6 0.0 6.33 1.3 20.4 Vel = 9.48 111 1.049 1T C=120 25.30 0.201 0.50 21.1 21.1 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 21.1 Vel = 9.48 319 25.30 22.2 K = 5.37 PATH 5 FROM HYDRAULIC REFERENCE 101 TO A3 25.54 1.049 1E 1.33 20.8 20.8 K = 5.60 1015 C=120 5.00 -0.6 0.0 25.54 0.205 6.33 1.3 20.8 Vel = 9.57 1.049 1T 101 C=120 25.54 0.205 0.50 21.5 21.5 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 21.5 Vel = 9.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 101 TO A3 CONTINUED 313 1.536 C=120 25.54 0.032 10.00 22.6 22.6 0.00 0.0 0.0 10.00 0.3 22.6 Vel = 4.47 312 25.71 1.536 C=120 51.25 0.116 10.01 23.0 23.0 0.00 0.0 0.0 See PATH 7 10.01 1.2 23.0 Vel = 8.96 311 26.35 1.536 C=120 77.60 0.250 9.99 24.1 24.1 0.00 0.0 0.0 See PATH 9 9.99 2.5 24.1 Vel = 13.57 27.65 1.536 1T 310 C=120 105.25 0.439 3.00 26.6 26.6 10.11 0.0 0.0 See PATH 13 13.11 5.7 26.6 Vel = 18.40 Al 2.703 C=120 105.25 0.028 9.33 0.00 9.33 32.4 0.0 0.3 32.4 0.0 32.4 Vel = 5.94 105.28 2.703 9.33 32.6 32.6 A2 C=120 0.00 0.0 0.0 See PATH 6 210.54 0.101 9.33 0.9 32.6 Vel = 11.89 A3 210.54 33.6 K = 36.34 PATH 6 FROM HYDRAULIC REFERENCE 105 TO A2 105S 25.55 1.049 lE C=120 25.55 0.205 1.33 20.8 20.8 K = 5.60 5.00 -0.6 0.0 6.33 1.3 20.8 Vel = 9.58 1.049 1T 105 C=120 25.55 0.205 1.61 21.5 21.5 EqK = 5.51 5.00 0.0 0.0 6.61 1.4 21.5 Vel = 9.58 317 1.536 C=120 25.55 0.032 10.00 22.9 22.9 0.00 0.0 0.0 10.00 0.3 22.9 Vel = 4.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION ISS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 105 TO A2 CONTINUED 316 25.73 1.536 C=120 51.28 0.116 10.01 23.2 23.2 0.00 0.0 0.0 See PATH 8 10.01 1.2 23.2 Vel = 8.97 315 26.35 1.536 C=120 77.63 0.250 9.99 0.00 9.99 24.4 0.0 2.5 24.4 0.0 24.4 See PATH 10 Vel = 13.57 27.65 1.536 1T 314 C=120 105.28 0.439 3.00 10.11 13.11 26.9 0.0 5.8 26.9 0.0 26.9 See PATH 12 Vel = 18.41 A2 105.28 32.6 K = 18.43 PATH 7 FROM HYDRAULIC REFERENCE 102 TO 312 102S 25.71 1.049 1E C=120 25.71 0.207 1.33 21.1 21.1 K = 5.60 5.00 -0.6 0.0 6.33 1.3 21.1 Vel = 9.64 1.049 1T 102 C=120 25.71 0.207 0.50 21.8 21.8 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 21.8 Vel = 9.64 312 25.71 PATH 8 FROM HYDRAULIC REFERENCE 106 TO 316 23.0 K = 5.37 106S 25.73 1.049 1E C=120 25.73 0.207 1.33 21.1 21.1 K = 5.60 5.00 -0.6 0.0 6.33 1.3 21.1 Vel = 9.64 1.049 1T 106 C=120 25.73 0.207 1.61 21.8 21.8 EqK = 5.51 5.00 0.0 0.0 6.61 1.4 21.8 Vel = 9.64 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 316 25.73 23.2 K = 5.34 PATH 9 FROM HYDRAULIC REFERENCE 103 TO 311 103S 26.35 1.049 1E C=120 26.35 0.217 1.33 22.1 22.1 K = 5.60 5.00 -0.6 0.0 6.33 1.4 22.1 Vel = 9.88 1.049 1T 0.50 22.9 22.9 EqK = 5.50 103 C=120 5.00 0.0 0.0 26.35 0.217 5.50 1.2 22.9 Vel = 9.88 311 26.35 24.1 K = 5.36 PATH 10 FROM HYDRAULIC REFERENCE 107 TO 315 107S 26.35 1.049 1E C=120 26.35 0.217 1.33 22.1 22.1 K = 5.60 5.00 -0.6 0.0 6.33 1.4 22.1 Vel = 9.88 1.049 1T 1.61 22.9 22.9 EqK = 5.50 107 C=120 5.00 0.0 0.0 26.35 0.217 6.61 1.4 22.9 Vel = 9.88 315 26.35 24.4 K = 5.34 PATH 11 FROM HYDRAULIC REFERENCE 112 TO 318 27.28 1.049 1E 1.33 23.7 23.7 K = 5.60 112S C=120 5.00 -0.6 0.0 27.28 0.231 6.33 1.5 23.7 Vel = 10.23 1.049 1T 112 C=120 27.28 0.231 0.50 24.6 24.6 EqK = 5.50 5.00 0.0 0.0 5.50 1.3 24.6 Vel = 10.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:29 Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 318 27.28 25.9 K = 5.36 PATH 12 FROM HYDRAULIC REFERENCE 108 TO 314 108S 27.65 1.049 1E C=120 27.65 0.237 1.33 5.00 6.33 24.4 -0.6 1.5 24.4 K = 5.60 0.0 24.4 Vel = 10.37 1.049 1T 108 C=120 27.65 0.237 1.61 25.3 25.3 EqK = 5.50 5.00 0.0 0.0 6.61 1.6 25.3 Vel = 10.37 314 27.65 26.9 K = 5.33 PATH 13 FROM HYDRAULIC REFERENCE 104 TO 310 104S 27.65 1.049 1E C=120 27.65 0.237 1.33 5.00 6.33 24.4 -0.6 1.5 24.4 K = 5.60 0.0 24.4 Vel = 10.37 1.049 1T 104 C=120 27.65 0.237 0.50 25.3 25.3 EqK = 5.50 5.00 0.0 0.0 5.50 1.3 25.3 Vel = 10.37 310 27.65 26.6 K = 5.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION 13S 3RD FLR Drawing Date:10/21/2011 1/10/12 17:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 2 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1015 sq ftl 0.200 130.0 sq ftl 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 625.7 psi Required: 107.4 @ Source NATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data 1 Rated Capacity 0 gpm 1 Rated Pressure 0.0 psi 1 Elevation 0 1 Make: 1 Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 762 Gallons Notes: RAISBECK AVIATION BS 3RD FIR Drawing Date:10/21/2011 1/10/12 17:30 HYDRAULIC CALCULATION DETAILS TY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 376 105.1 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 376 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 376 0.0 Hydr Ref FF Required at FIRST FLANGE 376 105.2 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 376 0.1 1 8" MJ 90 Ell 18' 120 8.071 376 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 376 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 376 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 376 1.6 Hydr Ref BFP Required at BFP 376 106.9 psi 1 6" MJ Tee 30' 120 6.065 376 0.2 1 10" x 6" MJ Reducer 0' 120 10.140 376 0.0 1 10" MJ 90 Ell 22' 120 10.140 376 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 376 0.0 1 10" Flngd Gate Valve 5' 120 10.140 376 0.0 1 10" MJ Tee 50' 120 10.140 376 0.0 Hydr Ref UG1 Required at POC 376 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 376 0.2 2 10" MJ 45 Ell 22' 120 10.140 376 0.0 1 10" MJ 90 Ell 22' 120 10.140 376 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 376 0.0 1 10" MJ Tee 50' 120 10.140 376 0.0 Fixed Flow Outside Hose Allow. 250 gpm 107.2 psi Hydr Ref SRC Required at Source 626 107.4 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 626 gpm 119.9 psi SAFETY PRESSURE 12.5 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 107.4 psi This is a safety margin of 12.5 psi or 10 % of Supply Maximum Water Velocity is 25.0 fps h a _ E a a a 0) 00 E E a)aa o 0) 0) moo 3 N O m m O =Eo • a a Cn 250 gpm hose • 1) v 0 0 N • O 000 co - N n CD 0 0 (D 0 c) N RAISBECK AVIATION RS 3RD FLR Drawing Date:10/21/2011 1/1C/12 17:30 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 v Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION ES 3RD FLR Drawing Date:10/21/2011 1/10/12 17:30 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI"1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 12.83 201S 11.00 202 12.83 202S 11.00 203 12.83 203S 11.00 204 12.83 204S 11.00 205 12.83 205S 11.00 206 12.83 206S 11.00 207 12.83 207S 11.00 208 12.83 208S 11.00 209 12.83 209S 11.00 210 12.83 210S 11.00 211 12.83 211S 11.00 212 12.83 212S 11.00 213 12.83 213S 11.00 323 12.83 324 12.83 325 12.83 326 12.83 328 12.83 329 12.83 330 12.83 331 12.83 332 12.83 333 12.83 334 12.83 A5 11.75 A6 11.75 A7 11.75 A8 11.75 B1 -17.92 Cl 11.75 C2 11.75 D1 -25.00 El -28.33 TR3 12.25 W -34.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 22.7 22.0 22.2 21.6 23.3 22.6 22.7 22.1 25.2 24.3 24.6 23.8 25.1 24.3 25.4 24.5 26.3 25.4 28.1 27.1 30.2 29.1 43.7 41.9 44.0 42.1 56.2 31.3 29.0 28.3 38.9 36.2 33.9 32.7 32.4 56.1 55.8 63.1 63.1 63.4 63.6 97.8 64.0 64.3 100.9 102.4 79.1 105.1 26.3 26.0 0.20 26.0 26.0 0.20 26.6 26.0 0.20 26.3 26.0 0.20 27.6 26.0 0.21 27.3 26.0 0.21 27.6 26.0 0.21 27.7 26.0 0.21 28.2 26.0 0.22 29.2 26.0 0.22 30.2 26.0 0.23 36.2 26.0 0.28 36.3 26.0 0.28 Max velocity of 24.99 occurs in the pipe from A6 TO 328 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 202 TO W (PRIMARY PATH) 202S 26.00 1.049 1E C=120 26.00 0.211 1.83 21.6 21.6 K = 5.60 5.00 -0.8 0.0 6.83 1.4 21.6 Vel = 9.75 1.049 1T 23.67 22.2 22.2 EqK = 5.52 202 C=120 5.00 0.0 0.0 26.00 0.211 28.67 6.1 22.2 Vel = 9.75 326 26.29 1.728 C=120 52.29 0.068 10.00 28.3 28.3 0.00 0.0 0.0 See PATH 2 10.00 0.7 28.3 Vel = 7.22 325 52.91 1.728 C=120 105.20 0.247 9.25 29.0 29.0 0.00 0.0 0.0 See PATH 4 AND 3 9.25 2.3 29.0 Vel = 14.53 54.94 1.728 2E 324 C=120 1T 160.14 0.537 23.82 31.3 31.3 22.58 0.0 0.0 See PATH 7 AND 5 46.40 24.9 31.3 Vel = 22.12 2.203 2E 323 C=120 1T 160.14 0.165 11.56 27.28 38.84 56.2 0.5 6.4 56.2 0.0 56.2 Vel = 13.61 4.310 11.51 63.1 63.1 A5 C=120 0.00 0.0 0.0 160.14 0.006 11.51 0.1 63.1 Vel = 3.56 142.95 4.310 12.54 63.1 63.1 A6 C=120 0.00 0.0 0.0 See PATH 6 303.10 0.020 12.54 0.3 63.1 Vel = 6.73 72.58 4.310 5.80 63.4 63.4 A7 C=120 0.00 0.0 0.0 See PATH 12 375.68 0.030 5.80 0.2 63.4 Vel = 8.-34 4.310 14.00 63.6 63.6 A8 C=120 0.00 0.0 0.0 375.68 0.030 14.00 0.4 63.6 Vel = 8.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 202 TO W (PRIMARY PATH) Cl 4.310 C=120 375.68 0.030 8.70 64.0 64.0 0.00 0.0 0.0 8.70 0.3 64.0 Vel = 8.34 4.310 10E 254.72 64.3 64.3 C2 C=120 2T 242.50 -0.2 0.0 375.68 0.030 2V 497.22 15.1 64.3 Vel = 8.34 TR3 4.310 3E 70.50 79.1 79.1 C=120 2T 114.28 13.1 0.0 375.68 0.030 1V 184.78 5.6 79.1 Vel = 8.34 B1 6.357 C=120 375.68 0.005 7.08 97.8 97.8 0.00 3.1 0.0 7.08 0.0 97.8 Vel = 3.83 D1 6.357 3.33 100.9 100.9 C=120 0.00 1.4 0.0 375.68 0.005 3.33 0.0 100.9 Vel = 3.83 El 8.329 lE C=150 375.68 0.001 12.17 102.4 102.4 31.70 2.7 0.0 43.87 0.0 102.4 Vel = 2.23 W 375.68 PATH 2 FROM HYDRAULIC REFERENCE 201 TO 326 105.1 K = 36.64 26.29 1.049 lE 1.83 22.0 22.0 K = 5.60 201S C=120 5.00 -0.8 0.0 26.29 0.216 6.83 1.5 22.0 Vel = 9.86 201 1.049 1T C=120 26.29 0.216 20.67 22.7 22.7 EqK = 5.52 5.00 0.0 0.0 25.67 5.6 22.7 Vel = 9.86 326 26.29 UNITS - DIAMETER (INCH) LENGTH (FOOT) 28.3 K = 4.94 FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 204 TO 325 26.31 1.049 1E 1.83 22.1 22.1 K = 5.60 204S C=120 5.00 -0.8 0.0 26.31 0.216 6.83 1.5 22.1 Vel = 9.86 1.049 1T 23.67 22.7 22.7 EqK = 5.52 204 C=120 5.00 0.0 0.0 26.31 0.216 28.67 6.2 22.7 Vel = 9.86 325 26.31 29.0 K = 4.89 PATH 4 FROM HYDRAULIC REFERENCE 203 TO 325 26.60 1.049 1E 1.83 22.6 22.6 K = 5.60 203S C=120 5.00 -0.8 0.0 26.60 0.221 6.83 1.5 22.6 Vel = 9.97 1.049 1T 20.67 23.3 23.3 EqK = 5.51 203 C=120 5.00 0.0 0.0 26.60 0.221 25.67 5.7 23.3 Vel = 9.97 325 26.60 29.0 K = 4.94 PATH 5 FROM HYDRAULIC REFERENCE 206 TO 324 206S 27.32 1.049 1E C=120 27.32 0.232 1.83 23.8 23.8 K = 5.60 5.00 -0.8 0.0 6.83 1.6 23.8 Vel = 10.24 1.049 1T 23.67 24.6 24.6 EqK = 5.51 206 C=120 5.00 0.0 0.0 27.32 0.232 28.67 6.7 24.6 Vel = 10.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 324 27.32 31.3 K = 4.88 PATH 6 FROM HYDRAULIC REFERENCE 207 TO A6 207S 27.58 1.049 1E C=120 27.58 0.236 1.83 24.3 24.3 K = 5.60 5.00 -0.8 0.0 6.83 1.6 24.3 Vel = 10.34 1.049 1T 207 C=120 27.58 0.236 25.67 25.1 25.1 EqK = 5.51 5.00 0.0 0.0 30.67 7.3 25.1 Vel = 10.34 332 1.536 C=120 27.58 0.037 10.00 32.4 32.4 0.00 0.0 0.0 10.00 0.4 32.4 Vel = 4.82 331 27.74 1.536 C=120 55.32 0.133 9.00 32.7 32.7 0.00 0.0 0.0 See PATH 8 9.00 1.2 32.7 Vel = 9.67 330 28.24 1.536 C=120 83.56 0.286 8.00 33.9 33.9 0.00 0.0 0.0 See PATH 9 8.00 2.3 33.9 Vel = 14.61 329 29.17 1.536 C=120 112.73 0.498 5.33 36.2 36.2 0.00 0.0 0.0 See PATH 10 5.33 2.7 36.2 Vel = 19.71 30.22 1.536 2T 328 C=120 142.95 0.773 10.58 20.22 30.80 38.9 0.5 23.8 38.9 0.0 38.9 See PATH 11 Vel = 24.99 A6 142.95 63.1 K = 17.99 PATH 7 FROM HYDRAULIC REFERENCE 205 TO 324 27.62 1.049 1E 1.83 24.3 24.3 K = 5.60 205S C=120 5.00 -0.8 0.0 27.62 0.237 6.83 1.6 24.3 Vel = 10.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 205 TO 324 CONTINUED 1.049 1T 205 C=120 27.62 0.237 20.67 25.2 25.2 EqK = 5.51 5.00 0.0 0.0 25.67 6.1 25.2 Vel = 10.36 324 27.62 31.3 K = 4.94 PATH 8 FROM HYDRAULIC REFERENCE 208 TO 331 208S 27.74 1.049 1E C=120 27.74 0.238 1.83 24.5 24.5 K = 5.60 5.00 -0.8 0.0 6.83 1.6 24.5 Vel = 10.40 1.049 1T 208 C=120 27.74 0.238 25.67 25.4 25.4 EqK = 5.51 5.00 0.0 0.0 30.67 7.4 25.4 Vel = 10.40 331 27.74 32.7 K = 4.85 _ATH 9 FROM HYDRAULIC REFERENCE 209 TO 330 209S 28.24 1.049 lE C=120 28.24 0.246 1.83 25.4 25.4 K = 5.60 5.00 -0.8 0.0 6.83 1.7 25.4 Vel = 10.59 1.049 1T 209 C=120 28.24 0.246 25.67 26.3 26.3 EqK = 5.50 5.00 0.0 0.0 30.67 7.6 26.3 Vel = 10.59 330 28.24 PATH 10 FROM HYDRAULIC REFERENCE 210 TO 329 33.9 K = 4.85 210S 29.17 1.049 1E C=120 29.17 0.262 1.83 27.1 27.1 K = 5.60 5.00 -0.8 0.0 6.83 1.8 27.1 Vel = 10.94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products y- 1/10/12 1 7:30 Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 210 TO 329 CONTINUED 1.049 1T 25.67 28.1 28.1 EqK = 5.50 210 C=120 5.00 0.0 0.0 29.17 0.262 30.67 8.1 28.1 Vel = 10.94 329 29.17 36.2 K = 4.85 PATH 11 FROM HYDRAULIC REFERENCE 211 TO 328 211S 30.22 1.049 1E C=120 30.22 0.279 1.83 29.1 29.1 K = 5.60 5.00 -0.8 0.0 6.83 1.9 29.1 Vel = 11.33 1.049 1T 211 C=120 30.22 0.279 25.67 30.2 30.2 EqK = 5.50 5.00 0.0 0.0 30.67 8.6 30.2 Vel = 11.33 328 30.22 38.9 K = 4.85 2ATH 12 FROM HYDRAULIC REFERENCE 212 TO A7 212S 36.24 1.049 1E C=120 36.24 0.391 1.83 5.00 6.83 41.9 -0.8 2.7 41.9 K = 5.60 0.0 41.9 Vel = 13.58 1.049 1T 212 C=120 36.24 0.391 25.67 43.7 43.7 EqK = 5.48 5.00 0.0 0.0 30.67 12.1 43.7 Vel = 13.58 334 1.536 C=120 36.24 0.061 5.33 55.8 55.8 0.00 0.0 0.0 5.33 0.3 55.8 Vel = 6.34 36.34 1.536 2T 333 C=120 72.58 0.221 10.58 56.1 56.1 20.22 0.5 0.0 See PATH 13 30.80 6.8 56.1 Vel = 12.69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products HYD. Qa DIA. FITTING PIPE Pt REF "C" TYPES FTNG'S Pe POINT Qt Pf/ft TOTAL Pf A7 72.58 PATH 13 FROM HYDRAULIC REFERENCE 213 TO 333 63.4 1/10/12 17:30 Page 11 Pt Pv ******* NOTES ******* Pn K = 9.12 36.34 1.049 1E 1.83 42.1 42.1 K = 5.60 213S C=120 5.00 -0.8 0.0 36.34 0.393 6.83 2.7 42.1 Vel = 13.62 1.049 1T 25.67 44.0 44.0 EqK = 5.48 213 C=120 5.00 0.0 0.0 36.34 0.393 30.67 12.1 44.0 Vel = 13.62 333 36.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) 56.1 K = 4.85 FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 _Jrawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 3 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1102 sq ftl 0.200 1 256.0 sq ftl 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: VIK Model: OH-ELO K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 617.0 psi Required: 109.8 @ Source WATER SUPPLY Water Flow Test Date of Test 10/27/11 Static Pressure 120.0 psi Residual Pres 110.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity 0 Rated Pressure 0.0 Elevation 0 Make: Model: gpm psi Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 762 Gallons Notes: RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:30 HYDRAULIC CALCULATION DETAILS 'QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 367 107.4 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 367 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 367 0.0 Hydr Ref FF Required at FIRST FLANGE 367 107.5 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 367 0.1 1 8" MJ 90 Ell 18' 120 8.071 367 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 367 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 367 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 367 1.7 Hydr Ref BFP Required at BFP 367 109.3 psi 1 6" MJ Tee 30' 120 6.065 367 0.2 1 10" x 6" MJ Reducer 0' 120 10.140 367 0.0 1 10" MJ 90 Ell 22' 120 10.140 367 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 367 0.0 1 10" Flngd Gate Valve 5' 120 10.140 367 0.0 1 10" MJ Tee 50' 120 10.140 367 0.0 Hydr Ref UG1 Required at POC 367 109.6 psi 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 367 0.2 2 10" MJ 45 Ell 22' 120 10.140 367 0.0 1 10" MJ 90 Ell 22' 120 10.140 367 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 367 0.0 1 10" MJ Tee 50' 120 10.140 367 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref SRC Required at Source 617 109.8 psi dater Source120.0 psi static,110.0 psi residual @ 8000 gpm 617 gpm 119.9 psi SAFETY PRESSURE 10.2 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 109.8 psi This is a safety margin of 10.2 psi or 8 % of Supply Maximum Water Velocity is 21.8 fps ,-.o00 E 0. a) rr _ E Ea CL0) 00 E E d aa Q Qrn coo N O Q m N 712 H:0 O = E E E -_ -- v) a a c) 0) aa)rnaa COr N- N NI- tD O MO�UD N O = > EEr Zjj aw N >, >S m 00)) cc 6: (numni _ E v) v) a a a o) 000 0 N o m N c0 r n • : N W a i° oI-- RI• 03mo(Ts 8 �u)o LLOJ 0 250 gpm hose .0) a co 0 0 N O 03 CO acn— r (O O O CO 0 c) O O 0) N N N 0 RAISBECK AVIATION BS 3RD FIR Drawing Date:10/21/2011 1/10/12 17:30 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID^4.87 v Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 1/10/12 17:30 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI";*z)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 301 12.83 301S 11.00 302 12.83 3025 11.00 303 12.83 303S 11.00 304 12.83 304S 11.00 305 12.83 305S 11.00 306 12.83 306S 11.00 307 17.00 335 12.83 336 12.83 337 12.83 338 12.83 339 12.83 340 12.83 341 12.83 342 12.83 A8 11.75 B1 -17.92 Cl 11.75 C2 11.75 D1 -25.00 El -28.33 TR3 12.25 W -34.50 11.20 11.20 11.20 11.20 11.20 11.20 5.60 29.3 26.5 29.9 27.1 28.3 25.6 28.8 26.1 22.9 20.9 23.4 21.3 37.2 65.5 58.9 57.8 57.0 55.9 46.7 46.7 45.8 67.3 100.1 67.3 67.5 103.3 104.7 81.7 107.4 57.7 58.3 56.7 57.3 51.2 51.7 34.1 Max velocity of 21.84 occurs in the pipe from 336 TO 302 51.2 51.2 51.2 51.2 0.23 0.23 0.22 0.22 51.2 0.20 51.2 20.0 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 0.20 0.34 All heads are flowing at 20.7000007629395 PSI minimum. This value is set in the head legend or in the catalog for one or more heads of this remote area. RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 305 TO W (PRIMARY PATH) 305S 51.20 1.049 lE C=120 51.20 0.741 1.83 20.9 20.9 K = 11.20 2.00 -0.8 0.0 3.83 2.8 20.9 Vel = 19.19 1.049 1T 305 C=120 51.20 0.741 25.67 22.9 22.9 EqK = 10.69 5.00 0.0 0.0 30.67 22.9 22.9 Vel = 19.19 342 1.728 C=120 51.20 0.065 13.75 45.8 45.8 0.00 0.0 0.0 13.75 0.9 45.8 Vel = 7.07 391 34.14 1.728 C=120 85.34 0.168 0.25 46.7 46.7 0.00 0.0 0.0 See PATH 7 0.25 0.0 46.7 Vel = 11.79 51.73 1.728 2E 16.35 46.7 96.7 340 C=120 2T 33.87 0.5 0.0 See PATH 2 137.08 0.403 50.22 20.2 46.7 Vel = 18.94 229.90 4.310 10E 254.72 67.5 67.5 C2 C=120 2T 292.50 -0.2 0.0 See PATH 3 366.98 0.029 2V 497.22 14.5 67.5 Vel = 8.15 TR3 4.310 3E 70.50 81.7 81.7 C=120 2T 114.28 13.1 0.0 366.98 0.029 1V 184.78 5.4 81.7 Vel = 8.15 B1 6.357 C=120 366.98 0.004 7.08 100.1 100.1 0.00 3.1 0.0 7.08 0.0 100.1 Vel = 3.75 DI 6.357 C=120 366.98 0.004 3.33 103.3 103.3 0.00 1.4 0.0 3.33 0.0 103.3 Vel = 3.75 El 8.329 lE C=150 366.98 0.001 12.17 104.7 104.7 31.70 2.7 0.0 43.87 0.0 104.7 Vel = 2.18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn W 366.98 107.4 K = 35.41 PATH 2 FROM HYDRAULIC REFERENCE 306 TO 340 306S 51.73 1.049 1E C=120 51.73 0.755 1.83 21.3 21.3 K = 11.20 2.00 -0.8 0.0 3.83 2.9 21.3 Vel = 19.39 1.049 1T 306 C=120 51.73 0.755 25.67 5.00 30.67 23.4 0.0 23.3 23.4 EqK = 10.69 0.0 23.4 Vel = 19.39 340 51.73 46.7 K = 7.57 PATH 3 FROM HYDRAULIC REFERENCE 303 TO C2 303S 56.69 1.049 1E C=120 56.69 0.894 1.83 25.6 25.6 K = 11.20 2.00 -0.8 0.0 3.83 3.4 25.6 Vel = 21.25 1.049 1T 303 C=120 56.69 0.894 25.67 5.00 30.67 28.3 0.0 27.6 28.3 EqK = 10.67 0.0 28.3 Vel = 21.25 339 1.728 C=120 56.69 0.079 14.00 0.00 14.00 55.9 0.0 1.1 55.9 0.0 55.9 Vel = 7.83 57.26 1.728 2T 12.05 57.0 57.0 338 C=120 22.58 0.5 0.0 See PATH 4 113.95 0.286 34.63 9.9 57.0 Vel = 15.74 Cl 115.94 4.310 C=120 229.90 0.012 8.70 67.3 67.3 0.00 0.0 0.0 See PATH 5 8.70 0.1 67.3 Vel = 5.11 C2 229.90 UNITS - DIAMETER (INCH) LENGTH (FOOT) 67.5 K = 27.99 FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 304 TO 338 304S 57.26 1.049 1E C=120 57.26 0.911 1.83 26.1 26.1 K = 11.20 2.00 -0.8 0.0 3.83 3.5 26.1 Vel = 21.47 1.049 1T 304 C=120 57.26 0.911 25.67 28.8 28.8 EqK = 10.66 5.00 0.0 0.0 30.67 28.1 28.8 Vel = 21.47 338 57.26 57.0 K = 7.59 PATH 5 FROM HYDRAULIC REFERENCE 301 TO C1 301S 57.68 1.049 lE C=120 57.68 0.923 1.83 26.5 26.5 K = 11.20 2.00 -0.8 0.0 3.83 3.5 26.5 Vel = 21.62 1.049 1T 301 C=120 57.68 0.923 25.67 29.3 29.3 EqK = 10.66 5.00 0.0 0.0 30.67 28.5 29.3 Vel = 21.62 337 1.728 C=120 57.68 0.081 14.00 57.8 57.8 0.00 0.0 0.0 14.00 1.1 57.8 Vel = 7.97 58.26 1.728 1T 336 C=120 115.94 0.296 10.97 58.9 58.9 11.29 0.0 0.0 See PATH 6 22.26 6.6 58.9 Vel = 16.02 2.203 1T 335 C=120 115.94 0.091 1.08 65.5 65.5 13.64 0.5 0.0 14.72 1.3 65.5 Vel = 9.85 4.310 14.00 67.3 67.3 A8 C=120 0.00 0.0 0.0 115.94 0.003 14.00 0.0 67.3 Vel = 2.57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 17:30 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C1 115.94 PATH 6 FROM HYDRAULIC REFERENCE 302 TO 336 67.3 K = 14.13 58.26 1.049 1E 1.83 27.1 27.1 K = 11.20 302S C=120 2.00 -0.8 0.0 58.26 0.941 3.83 3.6 27.1 Vel = 21.84 1.049 1T 25.67 29.9 29.9 EqK = 10.66 302 C=120 5.00 0.0 0.0 58.26 0.941 30.67 29.0 29.9 Vel = 21.84 336 58.26 58.9 K = 7.59 PATH 7 FROM HYDRAULIC REFERENCE 307 TO 341 34.14 1.049 3E 307 C=120 1T 34.14 0.350 11.05 37.2 37.2 K = 5.60 11.00 1.8 0.0 22.05 7.7 37.2 Vel = 12.80 341 34.14 46.7 K = 5.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 4TH FLR Drawing Date:10/21/2011 1/10/12 18: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 4TH FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 ,rawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1037 sq ftl 0.200 120.0 sq ftl 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 473.9 psi Required: 99.4 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm 0.0 psi 0 Rated Pressure Elevation Make: Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 313 Gallons Notes: GRID PEAKED CURRENT LOCATION REQUIRED 99.443 psi 473.88 gpm SHIFT LEFT(DOWN) REQUIRED 98.679 psi 474.46 gpm RAISBECK AVIATION HS 4TH FLR Drawing Date:10/21/2011 1/10/12 18: 7 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 Hydr Ref FF Required 1 Pipe 8" C9 PACIFIC C900 UG 1 8" MJ 90 Ell 1 8" x 6" MJ Reducer 1 6" Flngd Gate Valve PIV 1 6" Flngd Back Flow Valve "3000ss" at FIRST FLANGE 109' 150 8.280 18' 120 8.071 0' 120 8.071 3' 120 6.065 A CHART LOSS Hydr Ref BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee Required at BFP 30' 0' 22' 99' 5' 50' 120 120 120 150 120 120 6.065 10.140 10.140 10.150 10.140 10.140 Hydr Ref UG1 Required at POC 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 2 10" MJ 45 Ell 22' 120 10.140 1 10" MJ 90 Ell 22' 120 10.140 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 1 10" MJ Tee 50' 120 10.140 Fixed Flow Outside Hose Allow. 224 224 224 224 224 224 224 224 224 224 224 224 224 224 224 224 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.1 0.0 0.0 0.0 0.0 0.0 224 224 0.1 224 0.0 224 0.0 224 0.0 224 0.0 250 gpm Hydr Ref SRC Required at Source 474 96.1 psi 96.2 psi 99.3 psi 99.4 psi 99.4 psi ater Source120.0 psi static,110.0 psi residual @ 8000 gpm 474 gpm 119.9 psi SAFETY PRESSURE 20.5 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 99.4 psi This is a safety margin of 20.5 psi or 17 % of Supply Maximum Water Velocity is 19.3 fps m 17)a �000 E a a) $ _ E v, a aa) o0 '°0o au: Elm . roas a ac cc E E • Cl CL O o a) too 3 N O Q m w a)0 to •2 3 O u) xEO 0 aa v, aa)a)aa vvvLr) (O cri N N J LL 2 cn 2 ZO CD ao QQrn > Z Q Q¢Q §• ▪ —('IY E OQND a) -,CC 0)HCC • 250 gpm hose N O O O co 0 0 0 CD i 0 O O 0 O r) O N O O N 0 O RAISBECK AVIATION BS 4TH FLR Drawing Date:10/21/2011 1/10/12 18: 7 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 'v Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION HS 4TH FLR Drawing Date:10/21/2011 1/10/12 18: 7 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 15.71 101S 16.21 102 15.71 102S 16.21 103 15.71 103S 16.21 104 15.71 104S 16.21 105 13.66 105S 14.16 106 13.66 106S 14.16 107 13.66 107S 14.16 108 13.66 108S 14.16 109 10.77 122 13.66 123 13.66 Al 15.71 A2 13.66 A3 10.77 B1 15.71 B2 13.66 B3 10.77 Cl 10.77 D1 10.71 El -43.33 F1 3.50 F2 3.50 G1 -32.92 G1 -40.00 TR4 10.71 W -49.50 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 19.6 18.4 19.6 18.4 19.7 18.5 20.2 18.9 20.5 19.3 20.5 19.3 20.7 19.4 21.2 19.9 26.1 27.5 39.7 20.0 20.9 22.4 59.4 60.3 62.5 62.3 67.1 93.5 67.5 68.0 88.9 92.0 67.5 96.1 24.0 24.0 24.1 24.4 24.6 24.6 24.7 24.0 24.0 24.0 24.0 24.0 24.0 24.0 25.0 24.0 28.6 24.0 Max velocity of 19.26 occurs in the pipe from 123 TO 122 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 0.20 0.20 0.20 0.20 0.20 0.20 0.21 0.21 0.24 RAISBECK AVIATION RS 4T11 FIR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 102 TO W (PRIMARY PATH) 102S 24.00 1.049 1T C=120 24.00 0.182 0.50 18.4 18.4 K = 5.60 5.00 0.2 0.0 5.50 1.0 18.4 Vel = 9.00 102 1.728 C=120 19.49 0.011 10.00 19.6 19.6 EqK = 5.42 0.00 0.0 0.0 10.00 0.1 19.6 Vel = 2.69 103 24.07 1.728 C=120 43.55 0.048 10.00 19.7 19.7 EqK = 5.42 0.00 0.0 0.0 10.00 0.5 19.7 Vel = 6.02 24.37 1.728 1E 104 C=120 67.92 0.110 53.17 20.2 20.2 EqK = 5.42 5.64 0.9 0.0 58.82 6.5 20.2 Vel = 9.38 71.47 1.728 2E 122 C=120 139.38 0.416 18.09 27.5 27.5 11.29 0.0 0.0 See PATH 3 29.38 12.2 27.5 Vel = 19.26 -68.95 1.728 2T 152.50 39.7 39.7 123 C=120 22.58 0.0 0.0 See PATH 5 70.43 0.118 175.08 20.6 39.7 Vel = 9.73 68.95 3.314 2E 8.76 60.3 60.3 B2 C=120 1T 42.22 1.3 0.0 See PATH 5 139.38 0.017 50.98 0.9 60.3 Vel = 5.24 84.50 3.314 3E 13.78 62.5 62.5 B3 C=120 30.57 3.1 0.0 See PATH 2 223.88 0.042 44.36 1.9 62.5 Vel = 8.41 F1 4.310 2V C=120 223.88 0.012 1.34 47.39 48.73 67.5 0.0 0.6 67.5 0.0 67.5 Vel = 4.97 3.314 2E 8.77 68.0 68.0 F2 C=120 1T 42.22 -3.1 0.0 223.88 0.042 50.99 2.1 68.0 Vel = 8.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION RS 4TH FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 102 TO W (PRIMARY PATH) D1 4.310 lE C=120 223.88 0.012 25.71 67.1 67.1 13.94 0.0 0.0 39.65 0.5 67.1 Vel = 4.97 TR4 4.310 4E 83.96 67.5 67.5 C=120 2T 128.22 18.9 0.0 223.88 0.012 1V 212.18 2.5 67.5 Vel = 4.97 G1 6.357 C=120 223.88 0.002 7.08 88.9 88.9 0.00 3.1 0.0 7.08 0.0 88.9 Vel = 2.29 G1 6.357 C=120 223.88 0.002 3.33 92.0 92.0 0.00 1.4 0.0 3.33 0.0 92.0 Vel = 2.29 El 8.329 lE C=150 223.88 0.000 12.17 31.70 43.87 93.5 2.7 0.0 93.5 0.0 93.5 Vel = 1.33 W 223.88 96.1 K = 22.83 103S 24.07 1.049 1T C=120 24.07 0.183 0.50 18.5 18.5 K = 5.60 5.00 0.2 0.0 5.50 1.0 18.5 Vel = 9.02 103 24.07 19.7 K = 5.42 104S 24.37 1.049 1T C=120 24.37 0.188 0.50 5.00 5.50 18.9 0.2 1.0 18.9 K = 5.60 0.0 1871 Vel = 9.13 104 24.37 20.2 K = 5.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 4TH FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn S 24.37 1.049 C=120 24.37 0.188 1T 0.50 20.0 20.0 5.00 0.2 0.0 5.50 1.0 20.0 Vel = 9.13 24.37 21.3 K = 5.28 PATH 2 FROM HYDRAULIC REFERENCE 102 TO B3 24.00 1.049 1T 0.50 18.4 18.4 K = 5.60 102S C=120 5.00 0.2 0.0 24.00 0.182 5.50 1.0 18.4 Vel = 9.00 1.728 10.00 19.6 19.6 EqK = 5.42 102 C=120 0.00 0.0 0.0 4.51 0.001 10.00 0.0 19.6 Vel = 0.62 24.00 1.728 1T 6.50 19.6 19.6 EqK = 5.42 101 C=120 11.29 0.0 0.0 28.52 0.022 17.79 0.4 19.6 Vel = 3.94 Al 2.703 12.17 20.0 20.0 C=120 0.00 0.9 0.0 28.52 0.002 12.17 0.0 20.0 Vel = 1.61 27.37 2.703 2E 13.13 20.9 20.9 A2 C=120 18.65 1.3 0.0 See PATH 4 55.89 0.009 31.78 0.3 20.9 Vel = 3.16 1.728 1T 36.50 22.4 22.4 A3 C=120 11.29 0.0 0.0 55.89 0.077 47.79 3.7 22.4 Vel = 7.72 28.61 1.728 1T 208.50 26.1 26.1 K = 5.60 109 C=120 11.29 0.0 0.0 84.50-"0.-165 219.79 36.2 26.1 Vel = 11.67 Cl 3.314 1T C=120 84.50 0.007 4.37 62.3 62.3 21.84 0.0 0.0 26.20 0.2 62.3 Vel = 3.17 B3 84.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) 62.5 FLOW (GPM) K = 10.69 PRESSURE (PSI) RAISBECK AVIATION HS 4TH FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 24.00 1.049 1T 0.50 18.4 18.4 K = 5.60 101S C=120 5.00 0.2 0.0 24.00 0.182 5.50 1.0 18.4 Vel = 9.00 101 24.00 19.6 K = 5.42 PATH 3 FROM HYDRAULIC REFERENCE 106 TO 122 106S 24.59 1.049 1T C=120 24.59 0.191 0.50 19.3 19.3 K = 5.60 5.00 0.2 0.0 5.50 1.0 19.3 Vel = 9.22 106 1.728 C=120 21.80 0.013 10.00 20.5 20.5 EqK = 5.42 0.00 0.0 0.0 10.00 0.1 20.5 Vel = 3.01 107 24.67 1.728 C=120 46.47 0.054 10.00 20.7 20.7 EqK = 5.42 0.00 0.0 0.0 10.00 0.5 20.7 Vel = 6.42 24.99 1.728 1T 108 C=120 71.47 0.121 41.00 21.2 21.2 EqK = 5.43 11.29 0.0 0.0 52.29 6.3 21.2 Vel = 9.87 122 71.47 27.5 K = 13.62 107S 24.67 1.049 1T C=120 24.67 0.192 0.50 19.4 19.4 K = 5.60 5.00 0.2 0.0 5.50 1.1 19.4 Vel = 9.25 107 24.67 20.7 K = 5.42 24.99 1.049 1T 0.50 19.9 19.9 K = 5.60 108S C=120 5.00 0.2 0.0 24.99 0.197 5.50 1.1 19.9 Vel = 9.37 108 24.99 21.2 K = 5.43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 4TH FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn S 25.02 1.049 1T C=120 25.02 0.197 0.50 21.1 21.1 5.00 0.2 0.0 5.50 1.1 21.1 Vel = 9.38 25.02 22.4 K = 5.28 PATH 4 FROM HYDRAULIC REFERENCE 106 TO A2 106S 24.59 1.049 1T C=120 24.59 0.191 0.50 19.3 19.3 K = 5.60 5.00 0.2 0.0 5.50 1.0 19.3 Vel = 9.22 1.728 10.00 20.5 20.5 EqK = 5.42 106 C=120 0.00 0.0 0.0 2.78 0.000 10.00 0.0 20.5 Vel = 0.38 24.59 1.728 1T 6.50 20.5 20.5 EqK = 5.42 105 C=120 11.29 0.0 0.0 27.37 0.020 17.79 0.4 20.5 Vel = 3.78 A2 27.37 20.9 K = 5.99 105S 24.59 1.049 1T C=120 24.59 0.191 0.50 19.3 19.3 K = 5.60 5.00 0.2 0.0 5.50 1.0 19.3 Vel = 9.22 105 24.59 20.5 K = 5.42 PATH 5 FROM HYDRAULIC REFERENCE 123 TO 82 68.95 1.728 1E 164.67 39.7 39.7 123 C=120 1T 16.93 -0.9 0.0 See PATH 1 68.95 0.113 181.61 20.5 39.7 Vel = 9.53 B1 3.314 12.17 59.4 59.4 C=120 0.00 0.9 0.0 68.95 0.005 12.17 0.1 59.4 Vel = 2.59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION ES 4T11 FLR Drawing Date:10/21/2011 Tyco Fire Products 1/10/12 18: 7 Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 68.95 60.3 K = 8.88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) SEISMIC BRACING CALCULATIONS Sheet 1 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11.150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-7184604 Brace Information Sway Brace Structural Fitting information: Make: Model: Tolco 980 Rating: Adj per 9.3.5.10.3 2765 lbs 2394 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 12 feet Length of Brace 9-0 Bracing Material 1 1/4" Sch 40 Angle from Verticle 60-90 Least Rad. of Gyr. .540 L / R Value 200 Max Horizontal Load 2173 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1745 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 Orientation Angle C Type Steel N/A Diameter 1/2 -ngth (embedment) N/A .ax Load (lbs) Steel 2550 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A E6 4 1 FASTENER ---`' BRACE FI LOAD FASTENER HCRIZONTAL OF STRUCTURAL ,a: CU'JFtE C PERPEvDIC,..LAR TO UN9E°tSI:)E MEMBER Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) 5.. 4f PA13ilMA9.,56 W . Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans A 3 Sch 7 12 7.18 0.736 63.41 Orientation of Brace 2 Sch 7 170 3.79 0.736 474.20 LATERAL 1 Sch 40 40 2.05 0.736 60.35 LATERAL (BRACE INFO N/A -- N/A 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) N/A N/A 0 0 0.736 0.00 Size & Sch N/A N/A 0 0 0.736 0.00 of Pipe Braced N/A N/A 0 0 0.736 0.00 3 Sch 7 N/A N/A 0 0 0.736 0.00 Max Length of Brace N/A N/A 0 0 0.736 0.00 20 N/A N/A 0 0 0.736 0.00 Max Allowable Load (lbs) N/A N/A 0 0 0.736 0.00 Table c N/A N/A 0 0 0.736 0.00 Load 691 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 691 Total Weight 597.97 TOTAL 2550 Adjusted FPW x 1.15 (lbs) 687.67 HORIZONTAL LOAD 2394 1745 Adj Weight does not exceed MAX Allowable Loads 2173 Prepared by Bob Knight, CET III (NICET # 100164) sf 1. 'E xpp Ind and provided In Mn SEISMIC BRACING CALCULATIONS Sheet 2 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 25 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Fastener Information FASTENER CF Assembly Detail Details Provided on Plan BRACE NFPA 13 Figure 9.3.5.9.1 Angle Orientation g G Type Steel N/A Diameter 1/2 -ngth (embedment) N/A ax Load (lbs) Steel 1300 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A rr t FASTENER Lu - = ; FIGURE G LOAD PARALLEL INTC FACE STRUCTURAL MEMBER Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) s„NFPA 13TMkAa.I56 WF Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans B Orientation of Brace LATERAL 4 Sch 7 25 10.86 0.736 199.82 2 Sch 7 144 3.79 0.736 401.68 1 Sch 40 80 2.05 0.736 120.70 LATERAL BRACE INFO N/A N/A 0 0 0.736 0.00 Table 93.5.3.2 (a or b) Size& Sch of Pipe Braced 4 Sch 7 Max Length of Brace 25 Max Allowable Load (lbs) Table c Load 928 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load "4ax Horizntal Brace Load 928 Total Weight Adjusted Fpw x 1.15 722.21 TOTAL 830.54 HORIZONTAL LOAD 1300 (lbs) 1008 1008 Adj Weight does not exceed MAX Allowable Loads 926 Prepared by Bob Knight, CET III (NICET # 100164) E 2 2 2 5 1 1 a 2 2 a 5 f 2 si' 2 D 2 F 1 1 I SEISMIC BRACING CALCULATIONS Sheet 3 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 20 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Fastener Information Assembly Details Detail Provided on Plan __.____ BRACE NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A Diameter 1/2 - -ngth (embedment) N/A ax Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A ce. a x FIGURE LOAD FASTENER HORIZONTAL OF STRUCTURAL f FAS1ENER �_'` S `,fes. B PERPENDICULAR TO UNW)El MEMBER tSI;)E Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) R.NiiAIITank A5556 WF Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans C Orientation of Brace LATERAL 2 1/2 Sch 7 20 5.1 0.736 75.07 1 1/4 Sch 7 120 1.87 0.736 165.16 1 Sch 40 40 2.05 0.736 60.35 LATERAL BRACE - INFO (a orb) & Sch Braced Sch 7 of Brace Load (lbs) c 459 N/A N/A 0 0 0.736 —0:00 -- Table 9.3:5.3.2 Size of Pipe 2 1/2 Max Length 20 Max Allowable Table Load N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 459 Total Weight Adjusted Fes,,, x 1.15 300.58 TOTAL 345.67 HORIZONTAL LOAD 1600 (lbs) 1008 1008 Adj Weight does not exceed MAX Allowable Loads 926 Prepared by Bob Knight, CET III (NICET # 100164) 3 a ty Hwang Junsdiction including any olber standard tMt may or may not epplY M well, It le agreed to by the end user that the end u SEISMIC BRACING CALCULATIONS Sheet 4 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information:: Make: Model: Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 30 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Fastener Information FAsTENE4 OF Assembly Detail Details Provided on Plan RCE NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A Diameter 1/2 -ngth (embedment) N/A .ax Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A Ws1 FAS1E*tER !` ----- ---_ Xy FIGURE A LOAD PERPENCICULAR 1 -1w -wow -AL TC) UNDERSIDE STRUCTURAL MEMEE9 Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) 3.143PA13IA* A.3.55 Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans D Orientation of Brace LATERAL 4 Sch 7 30 10.86 0.736 239.79 1 1/2 Sch 7 65 2.71 0.736 129.65 1 1/4 Sch 7 144 1.87 0.736 198.19 LATERAL BRACE Taab1 9.3.5.3.2 Size of Pipe 4 Sch Max Length 30 Max Allowable Table Load INFO --S-Ch-40 - 0736— 90.53— - 1 60 2.05 (a orb) & Sch Braced 7 of Brace Load (lbs) c 760 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 1 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load `lax Horizntal Brace Load 760 Total Weight Adjusted FPW x 1.15 658.15 TOTAL 756,88 HORIZONTAL LOAD 1600 (lbs) 1008 1008 Adj Weight does not exceed MAX Allowable Loads 926 Prepared by Bob Knight, CET 111 (NICET # 100164) ty Haying Jurisdiction including any other standard that may or may not appI. P a 5 F € I E SEISMIC BRACING CALCULATIONS Sheet 5 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 80 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 i Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 4 Rating: Adj per 9.3.5.10.3 1040 lbs 520 Fastener Information FASTENER CF Assembly Detail Details Provided on Plan ' BR;'E NFPA 13 Figure 9.3.5.9.1 Orientation Angle A� Type Steel N/A Diameter 1/2 ingth (embedment) N/A . x Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A 1 FASTENER W a ~r r. FIGURE A LOAD PERPENDICULAR HORIZONTAL TO UNDERSIDE STRUCTURAL MEMBER Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) -NH, 131.kna+s6 Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans E Orientation of Brace LONGITUDINAL 4 Sch 7 80 10.86 0.736 639.44 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 LATERAL BRACE INFO Table 9.3.5.3.2 (a or b) Size & Sch of Pipe Braced 4 Sch 7 Max Length of Brace N/A Max Allowable Load (lbs) Table N/A Load N/A 0 0- —0.736-- N/A N/A 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load "4ax Horizntal Brace Load N/A Total Weight Adjusted Fes,,, x 1.15 639.44 TOTAL 735.35 HORIZONTAL LOAD 1600 (lbs) 1008 520 Adj Weight does not exceed MAX Allowable Loads 926 Prepared by Bob Knight, CET III (NICET # 100164) 1 or that a. end ua.r Is o,.000. m. Pomo o oo.•.o SEISMIC BRACING CALCULATIONS Sheet 6 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Maximum Spacing 40 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Structural Fitting information: Make: Model: Tolco 909 Adj per 9.3.5.10.3 2015 lbs 1008 Rating: Sway Brace Pipe Fitting Information: Make: Rating: Tolco Model: 1000 Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Orientation Type Diameter NFPA 13 Figure 9.3.5.9.1 Angle Steel 1/2 N/A 1300 N/A N/A 'ngth (embedment) ax Load (lbs) Steel Max Load (lbs) Wood Max Load (lbs) Concrete G N/A Assembly Detail Details Provided on Plan rr - a 1 FASTENER BRACE FIGL.RE G LOAD t-.kRALLEL FASTENER INTC FACE CF STRUCTURAL MEM1ER Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/FI) Ra NFPA II Tlk A.9., R WP Factor Net Tot. Wgt. Brace Tot. Wgt. 4 Sch 7 40 10.86 0.736 319.72 1 1/4 Sch 7 60 1.87 0.736 82.58 1 Sch 40 40 2.05 0.736 60.35 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Brace Identification on Plans Orientation of Brace F LATERAL LATERAL BRACE INFO Table 9.3.5.3.2 (a or b) Size & Sch of Pipe Braced 4 Sch 7 Max Length of Brace 40 Max Allowable Load (lbs) Table c Load 546 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load "lax Horizntal Brace Load 546 1300 1008 Total Weight 462.65 Adjusted Fpw x 1.15 (lbs) 532.05 TOTAL HORIZONTAL LOAD 1008 926 Adj Weight does not exceed MAX Allowable Loads Prepared by Bob Knight, CET III (NICET # 100164) SEISMIC BRACING CALCULATIONS Sheet 7 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Allowable Horz Load Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Maximum Spacing 25 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Fastener Information FASTENER CF Assembly Detail Details Provided on Plan E NFPA 13 Figurc 9.3.5.9.1 Orientation Angle A Type Steel N/A Diameter 1/2 ' ' ngth (embedment) N/A ax Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A Li z FIGURE LOAD PERPENDICULAR HORIZONTAL STRUCTURAL ^, ,I_ FkiTE'NER '-A A TO UNDERSIDE MEMBER Pipe Size Pipe Type Pipe Length WEIGHT (Lbs/Ft) &.NifA15T...AV556 Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans G Orientation of Brace LATERAL 3 Sch 7 25 7.18 0.736 132.11 1 1/2 Sch 7 92 2.71 0.736 183.50 1 Sch 40 80 2.05 0.736 120.70 LATERAL BRACE INFO Table 9:.1.5.2 (a orb) Size & Sch of Pipe Braced 3 Sch 7 Max Length of Brace 25 Max Allowable Load (lbs) Table c Load 552 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 N/A N/A 0 0 0.736 0.00 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 552 Total Weight Adjusted Fpw x 1.15 436.32 TOTAL 501.76 HORIZONTAL LOAD 1600 (lbs) 1008 1008 Adj Weight does not exceed MAX Allowable Loads 926 Prepared by Bob Knight, CET III (NICET # 100164) 3 a 3 4 E - 1 r SEISMIC BRACING CALCULATIONS Sheet 8 of 8 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Per the available structural drawing information from sheet S1.01 for this project, the following data has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.6.2: Occupancy Category = III Importance Factor: I = 1.25 Site Class = F SDS = 1.034 SD1 = 0.543 Design Category = D The Following information has been obtained using the "U.S. Seismic "Design Maps" Web Application*." Conterminous 48 States Table 9.3.5.6.2 Seismic Coefficent Table 2005 ASCE 7 Standard Ss Cp Zip Code = 98108 0.33 or less 0.35 Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values Ss and S1 = Mapped Spectral -Acceleration Values 0.50 0.40 the following equation can be used: Data are based on a 0.05 deg grid spacing 0.60 0.42 Period Centroid Sa 0.70 0.42 C. = c + Cn rn C'' ''� (Ss - ss low) (sec) (9) 0.75 0.42 0.2 1.551 (Ss) 0.80 0.44 The Cp value for this project is: 1.0 0.534 (S1) 0.90 0.48 Cp = 0.7360 Period Maximum Sa 0.95 0.50 (sec) (g) 1.00 0.51 Cp-low = 0.7 0.2 1.572 (Ss) 1.10 0.54 Cp-high = 0.75 1.0 0.543 (S1) 1.20 0.57 Ss = 1.572 .eriod Minimum Sa 1.25 0.58 Ss -low = 1.5 (sec) (g) 1.30 0.61 Ss -high = 1.6 0.2 1.504 (Ss) 1.40 0.65 1.0 0.514 (S1) 1.50 0.70 Cp = Seismic coefficient Value 1.60 0.75 Cp-low = next lower from table Conterminous 48 States 1.70 0.79 Cp-high = next higher from table 2005 ASCE 7 Standard 1.75 0.82 Ss = Spectral Response Zip Code = 83642 1.80 0.84 Ss -low = next lower from table Spectral Response Accelerations SDs and SD1 1.90 0.89 Ss -high = next higher from table SDs = 2/3 x SMs and -SD1-=-2/3-x-SM-t- 2 00 - 0.93 Site Class F 2.10 0.98 Period Centroid Sa 2.20 1.03 (sec) (g) 2.30 1.07 0.2 1.034 (SDs) 2.40 1.12 1.0 0.534 (SD1) 2.50 1.17 Period Maximum Sa 2.60 1.21 (sec) (g) 2.70 1.26 0.2 1.048 (SDs) 2.80 1.31 1.0 0.543 (SD1) 2.90 1.35 Period Minimum Sa 3.00 1.40 (sec) (g) 0.2 1.003 (SDs) 1.0 0.514 (SD1) ote: nic design values outputted by this application are from the 2009/2006/200312000 International Building Code, the 2005/2002/1998 ASCE-7 Standard, arta the 2003/2000/1997 NEHRP Recommended Provisions. HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 2ND FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 2 a.EV ISED, Telephone:(360) 718-8604 2/1)7_ SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1507 sq ftl 0.200 196.0 sq ftl 0 gpm I 250 gpm I Sprinkler or Nozzle Make: TIMO Model: 1C-.41 K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 11 Flowing Outlets gpm Required: 735.4 psi Required: 85.0 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 835 Gallons Notes: HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 2 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 Hydr Ref FF Required at 1 Pipe 8" C9 PACIFIC C900 UG 1 8" MJ 90 Ell 1 8" x.6" MJ Reducer 1 6" Flngd Gate Valve PIV 1 6" Flngd Back Flow Valve "3000ss" Hydr Ref BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 1 10" Flngd Gate Valve 1 10" MJ Tee Required at UG FIRST FLANGE 109' 150 18' 120 0' 120 3' 120 A CHART LOSS BFP 8.280 8.071 8.071 6.065 30' 120 6.065 0' 120 10.140 22' 120 10.140 99' 150 10.150 5' 120 10.140 50' 120 10.140 Hydr Ref UG1 Required at POC 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 2 10" MJ 45 Ell 22' 120 10.140 1 10" MJ 90 Ell 22' 120 10.140 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 1 10" MJ Tee 50' 120 10.140 Fixed Flow Outside Hose Allow. FLOW LOSS gpm psi TOTALS 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 82.3 psi 0.0 0.1 0.1 0.0 0.0 0.0 1.6 0.3 0.0 0.0 0.0 0.0 0.0 485 485 0.3 485 0.0 485 0.0 485 0.0 485 0.0 250 gpm Hydr Ref SRC Required at Source 735 82.4 psi 84.3 psi 84.7 psi 85.0 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 735 gpm 119.9 psi SAFETY PRESSURE Available Pressure of 119.9 psi Exceeds Required Pressure of 85.0 psi This is a safety margin of 34.9 psi or 29 % of Supply Maximum Water Velocity is 22.4 fps 34.9 psi Page 3 HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pn NOTES: ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1 85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations NODE ELEVATION NUMBER 201 202 203 204 205 206 207 208 209 210 211 A5 A6 A7 A8 A9 B1 B2 B3 B4 Cl D1 El TR2 W (FT) 13.96 13.96 13.96 13.96 13.96 13.96 13.96 13.96 13.96 13.96 13.96 12.25 13.08 12.25 12.25 12.25 13.96 13.96 13.96 13.96 -10.00 -2.92 -13.33 12.25 -19.50 SPRINKLER K -FACTOR (GPM/(PSI"1/2)) PRESSURE ACTUAL MINIMUM FLOW FLOW (PSI) (GPM) (GPM) 11.20 12.2 39.2 39.2 11.20 13.2 40.7 39.2 11.20 17.5 46.8 39.2 11.20 12.3 39.3 39.2 11.20 13.3 40.8 39.2 11.20 17.5 46.9 39.2 11.20 12.5 39.7 39.2 11.20 13.5 41.2 39.2 11.20 17.9 47.3 39.2 11.20 20.4 50.6 39.2 11.20 22.2 52.8 39.2 51.2 49.9 49.9 49.8 52.6 27.0 27.2 27.6 28.8 78.1 75.0 79.6 60.2 82.3 Max velocity of 22.42 occurs in the pipe from B3 TO 209 Page 4 ACTUAL DENSITY (GPM/SQ.FT) 0.20 0.21 0.24 0.20 0.21 0.24 0.20 0.21 0.24 0.26 0.27 HYD. Qa DIA. REF "C" POINT Qt Pf/ft FITTING TYPES Tyco Fire Products PIPE FTNG'S TOTAL Page 5 Pt Pt Pe Pv ******* NOTES ******* Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 201 39.20 1.536 C=120 39.20 0.071 14.00 12.2 12.2 K = 11.20 0.00 0.0 0.0 14.00 1.0 12.2 Vel = 6.85 40.75 1.536 16.00 13.2 13.2 K = 11.20 202 C=120 0.00 0.0 0.0 79.95 0.264 16.00 4.2 13.2 Vel = 13.98 46.80 1.536 1T 203 C=120 126.75 0.619 5.38 17.5 17.5 K = 11.20 10.11 0.0 0.0 15.48 9.6 17.5 Vel = 22.16 B1 3.314 8.38 27.0 27.0 C=120 0.00 0.0 0.0 126.75 0.015 8.38 0.1 27.0 Vel = 4.76 127.04 3.314 9.21 27.2 27.2 B2 C=120 0.00 0.0 0.0 See PATH 2 253.79 0.053 9.21 0.5 27.2 Vel = 9.53 128.22 3.314 10.00 27.6 27.6 B3 C=120 0.00 0.0 0.0 See PATH 3 382.00 0.113 10.00 1.1 27.6 Vel = 14.35 103.35 3.314 2E 73.31 28.8 28.8 B4 C=120 1T 42.22 0.7 0.0 See PATH 4 485.36 0.175 115.53 20.3 28.8 Vel = 18.23 -146.93 4.310 2E 57.20 49.8 49.8 A8 C=120 1T 55.75 0.0 0.0 See PATH 5 338.42 0.025 112.95 2.8 49.8 Vel = 7.52 146.93 4.310 5E 10.39 52.6 52.6 A9 C=120 1T 144.94 0.0 0.0 See PATH 5 485.36 0.049 2V 155.33 7.6 52.6 Vel = 10.78 TR2 4.310 3E 55.50 60.2 60.2 C=120 2T 114.28 6.6 0.0 485.36 0.049 1V 169.78 8.3 60.2 Vel = 10.78 D1 6.357 7.08 75.0 75.0 C=120 0.00 3.1 0.0 485.36 0.007 7.08 0.1 75.0 Vel = 4.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) HYD. REF POINT Qa DIA. n C v Qt Pf/ft Tyco Fire Products FITTING PIPE TYPES FTNG'S TOTAL Pt Pe Pf Page 6 Pt Pv ******* NOTES ******* Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) Cl 6.357 C=120 485.36 0.007 3.33 0.00 3.33 78.1 1.4 0.0 78.1 0.0 78.1 Vel = 4.95 El 8.329 lE 12.17 79.6 79.6 C=150 31.70 2.7 0.0 485.36 0.001 43.87 0.1 79.6 Vel = 2.89 W 485.36 PATH 2 FROM HYDRAULIC REFERENCE 204 TO B2 82.3 K = 53.49 204 39.29 1.536 C=120 39.29 0.071 14.00 12.3 12.3 K = 11.20 0.00 0.0 0.0 14.00 1.0 12.3 Vel = 6.87 40.85 1.536 16.00 13.3 13.3 K = 11.20 205 C=120 0.00 0.0 0.0 80.14 0.265 16.00 4.2 13.3 Vel = 14.01 46.90 1.536 1T 5.38 17.5 17.5 K = 11.20 206 C=120 10.11 0.0 0.0 127.04 0.621 15.48 9.6 17.5 Vel = 22.21 B2 127.04 PATH 3 FROM HYDRAULIC REFERENCE 207 TO B3 27.2 K = 24.38 207 39.66 1.536 C=120 39.66 0.072 14.00 12.5 12.5 K = 11.20 0.00 0.0 0.0 14.00 1.0 12.5 Vel = 6.93 41.23 1.536 16.00 13.5 13.5 K = 11.20 208 C=120 0.00 0.0 0.0 80.88 0.269 16.00 4.3 13.5 Vel = 14.14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tyco Fire Products Page 7 `~'-'_. ` HYD. Qa DIA. FITTING PIPE Pt Pt REF °C" TYPES FTNG'S Pe Pv ^°^»^^^ NOTES ^»^°^** POINT Qt Pf/ft TOTAL Pf Po PATH 3 FROM HYDRAULIC REFERENCE 207 TO B3 CONTINUED 47.33 1.536 1T 5.38 17'9 17'9 K = 1I'20 209 C=120 10.11 0.0 0.0 128'23 0.632 15.48 9.8 17.9 Vel = 22.42 B3 128.22 27.6 K = 24.39 PATH 4 FROM HYDRAULIC REFERENCE 210 TO B4 210 50.58 1.536 C=120 50.58 0'1I3 16.00 20.4 20.4 K = 11.20 0.00 0.0 0.0 I6'00 1.8 20'4 Vel = 8.84 52.77 1'536 1T 5.38 22.2 22.2 K = 1I'20 211 C=120 10.1I 0.0 0.0 103'35 0'424 15.48 6.6 22.2 Vel = 18.07 B4 103.35 28.8 K = 19.27 PATH 5 FROM HYDRAULIC REFERENCE A8 TO A9 146.93 4.310 1E 10.20 49.8 49.8 A8 D~120 13.94 0.0 0.0 See PATH 1 146'93 0.005 24'14 0.1 49.8 Vel = 3.26 3.314 2E 0.83 49.9 49.9 A7 C=120 20.38 -0.4 0.0 146'93 0.019 21.22 0'4 49.9 Vel = 5.52 4'310 2E 137.64 49.9 49.9 A6 C=120 27.87 0'4 0.0 146'93 0,805 165.51 0.9 49.9 Vel = 3.26 4.310 5E 193.09 51.2 51.2 A5 C=120 69.68 0.0 0.0 146'93 0.005 262.77 1.4 51.2 Vel = 3.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn • A9 146.93 52.6 K = 20.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) w Cl2.€v1s 1 11%/11-- SEISMIC 1%/1L SEISMIC BRACING CALCULATIONS sheet 1 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 12 feet Length of Brace 9-0 Bracing Material 1 1/4" Sch 40 Tolco 980 Rating: Adj per 9.3.5.10.3 2765 lbs 2394 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 60-90 Least Rad. of Gyr. .540 L / R Value 200 Max Horizontal Load 2173 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1745 30-44 d 12.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9. I Orientation Angle C Type Steel N/A_ § 1 FASTENER `'�_ DACE Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 2550 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A • FIGURE LOAD FASTENER HORIZONTAL OF STRUCTURAL pk $ o ] C PERPENDICULAR I TO UNDERSIDE I MEMBER 1 Pipe Size Pipe Type Pipe Length weour tuniFo Us NM% 131i1.A.3S. WP Factor Net Tot. Wgt. Brace Tot. Wgt. I Brace Identification on Plans Al 3 Sch 7 12 7.18 0.736 63.41 Orientation of Brace i 2 Sch 7 170 3.79 0.736 474.20 LATERAL 1 Sch 40 40 2.05 0.736 60.35 LATERAL BRACE INFO N/A N/A 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) N/A NIA 0 0 0.736 0.00 Size & Sch N/A N/A 0 0 0.736 0.00 of Pipe Braced N/A WA 0 0 0.736 0.00 3 Sch 7 WA WA 0 0 0.736 0.00 Max Length of Brace N/A N/A 0 0 0.736 0.00 20 N/A N/A 0 0 0.736 0.00 Max Allowable Load (lbs) WA WA 0 0 0.736 0.00 Table c i N/A N/A 0 0 0.736 0.00 Load 691 4 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 691 Total Weight 597.97 TOTAL 1 2550 Adjusted Fpw x 1.15 (lbs) 6$7.67HORIZONTAL LL LOAD 2394 1745 Adj Weight does not exceed MAX Allowable Loads 2173 • 1 e 1 1i 1 SEISMIC BRACING CALCULATIONS Sheet 2 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Holz Load Maximum Spacing 25 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 Ibs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 Orientation Angle G t FasTEkElt CD BRACE = � Type Steel N/A Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 1300 Max Load (Ibs) Wood N/A Max Load (lbs) Concrete N/A ( <`'� • FIGURE G LOAD PARALLEL FASTENER INTO FAC C1- STRUCTURAL MEMBER Pipe Size Pipe Type Pipe Length wool-dabs/Ft) ..F9A13,...w,. W, Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans B 4 Sch 7 25 10.86 0.736 199.82 Orientation of Brace 2 Sch 7 144 3.79 0.736 401.68 LATERAL 1 Sch 40 80 2.05 0.736 120.70 LATERAL BRACE INFO N/A WA 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) N/A NIA 0 0 0.736 0.00 Size & Sch NIA N/A 0 0 0.736 0.00 of Pipe Braced N/A N/A 0 0 0.736 0.00 4 Sch 7 NIA N/A 0 0 0.736 0.00 Max Length of Brace N/A NIA 0 0 0.736 0.00 25 WA N/A 0 0 0.736 0.00 Max Allowable Load (lbs) N/A N/A 0 0 0.736 0.00 Table c N/A N/A 0 0 0.736 0.00 Load 928 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 928 Total Weight 722.21 TOTAL 1300 Adjusted Fpw x 1.15 (Ibs) 830.554 HORIZONTAL LOAD 1008 1008 Adj Weight does not exceed MAX Allowable Loads 1 926 3 is e' 3 t a SEISMIC BRACING CALCULATIONS sheet 3 or a Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Ma>amum Spacing 20 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Vertide 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A w < f FASTENER �' BRACE Diameter 1 /2 Length (embedment) N/A MaxLoad(lbs)Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A • FIGURE LOAD FASTENER HORIZONTAL OF STRUCTURAL s� J 9. B PERPENDICULAR TO UNDERSIDE MEMBER Pipe Size Pipe Type Pipe Length WEIQ rr(t.bsiFt) Sae MYAIIritA9356 WP Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans E C j 3 Sch 7 20 7.18 0.736 105.69 Orientation of Brace 1 1/4 Sch 7 120 1.87 0.736 165.16 LATERAL 1 Sch 40 40 2.05 0.736 60.35 LATERAL BRACE INFO N/A WA 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) I N/A N/A 0 0 0.736 0.00 Size & Sch I WA N/A 0 0 0.736 0.00 F of Pipe Braced WA WA 0 0 0.736 0.00 3 Sch 7 s N/A WA 0 0 0.736 0.00 Max Length of Brace 1 N/A N/A 0 0 0.736 0.00 20 E WA N/A 0 0 0.736 0.00 Max Allowable Load (lbs) I N/A N/A 0 0 0.736 0.00 Table c 3 N/A N/A 0 0_ 0.736 0.00 Load 691 a Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 691 Total Weight 331.20 TOTAL 1 1600 Adjusted FP,,,, x 1.15 (lbs) 380.88 HORIZONTAL p LOAD 1008 1008 Adj Weight does not exceed MAX Allowable Loads 1 926 SEISMIC BRACING CALCULATIONS sheet 4 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 30 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A c. f FASTENER La a BRACE Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A = `v S 's FI GU R E A LOAD PERPENDICULAR FASTENER HORIZONTAL TO UNDERSIDE / OF STRUCTURAL MEMBER 1 Pipe Size Pipe Type Pipe Length w©Gtrrtws/tt SsN59Al3T.A9356 W. Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans i D 1 4 Sch 7 30 10.86 0.736 239.79 Orientation of Brace 1 1 1/2 Sch 7 65 2.71 0.736 129.65 LATERAL 1 1/4 Sch 7 144 1.87 0.736 198.19 LATERAL BRACE INFO 1 Sch 40 60 2.05 0.736 90.53 Table 9.3.5.3.2 (a or b) '; N/A WA 0 0 0.736 0.00 Size & Sch I N/A N/A 0 0 0.736 0.00 of Pipe Braced I N/A N/A 0 0 0.736 0.00 _ 4 Sch 7 N/A N/A 0 0 0.736 0.00 Max Length of Brace N/A N/A 0 0 0.736 0.00 30 N/A N/A 0 0 0.736 0.00 Max Allowable Load (lbs) i N/A N/A 0 0 0.736 0.00 Table c # N/A N/A 0 0 0.736 0.00 Load 760 4 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 760 Total Weight 658.15 TOTAL i Y 1600 Adjusted Fpw x 1.15 (lbs) 756.88 HORIZONTAL LOAD 1008 1008 Adj Weight does not exceed MAX Allowable Loads g * 926 1 1 1 1 1 1 1 1 1 1 1 SEISMIC BRACING CALCULATIONS sheet 5 of s Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job*: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 80 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 4 Rating: Adj per 9.3.5.10.3 1040 Its 520 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan I NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A La z } FASTENER d Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 1600 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A FIGURE LOAD PERPENDICULAR FASTENER HORIZONTAL OF STRUCTURAL r 3 J A il TO UNDERSIDE i MEMBER f Pipe Size Pipe Type Pipe Length w©Gxr( t) .NPPA131,0eA935.4 W. Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans ; E 1 4 Sch 7 80 10.86 0.736 639.44 Orientation of Brace N/A N/A 0 0 0.736 0.00 LONGITUDINAL N/A N/A 0 0 0.736 0.00 LATERAL BRACE INFO N/A WA 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) f. NIA N/A 0 0 0.736 0.00 Size & Sch I N/A N/A 0 0 0.736 0.00 of Pipe Braced N/A N/A 0 0 0.736 0.00 4 Sch 7 s N/A WA 0 0 0.736 0.00 Max Length of Brace 1 N/A WA 0 0 0.736 0.00 N/A N/A N/A 0 0 0.736 0.00 Max Allowable Load (lbs) N/A NIA 0 0 0.736 0.00 Table N/A N/A N/A 0 0 0.736 0.00 Load N/A 4 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load N/A Total Weight 639.44 TOTAL I 1600 Adjusted FP,,,, x 1.15 (lbs) 735.35 HORIZONTAL LOAD 1008 520 Adj Weight does not exceed MAX Allowable Loads 1 2 926 1 1 11 SEISMIC BRACING CALCULATIONS Sheet 6 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11.150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 40 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verpde 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 Orientation Angle G Type Steel Lu a E FASTENER BRACE N/A Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 1300 Max Load (lbs) Wood N/A Max Load (lbs) Concrete N/A FIGURE LOAD PARALLEL FASTENER OF STRUCTURAL T `y'r' G 1 INTO FACE i MEMBER i 1 Pipe Size Pipe Type Pipe Length w©otrrtlb9/FU 9..1410.13T.1KA9336 Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans I F 4 Sch 7 40 10.86 0.736 319.72 Orientation of Brace 1 1 1/4 Sch 7 60 1.87 0.736 82.58 LATERAL 1 Sch 40 40 2.05 0.736 60.35 LATERAL BRACE INFO N/A N/A 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) 1 N/A N/A 0 0 0.736 0.00 Size & Sch N/A N/A 0 0 0.736 0.00 of Pipe Braced N/A N/A 0 0 0.736 0.00 4 Sch 7 s N/A WA 0 0 0.736 0.00 Max Length of Brace N/A N/A 0 0 0.736 0.00 40 N/A N/A 0 0 0.736 0.00 Max Allowable Load (lbs) 1 N/A N/A 0 0 0.736 0.00 Table c 3 N/A N/A 0 0 0.736 0.00 Load 546 4 Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 546 Total Weight 462.65 TOTAL 1 1300 Adjusted Fpw x 1.15 (lbs) 532.05 HORIZONTAL f LOAD 1008 1008 Adj Weight does not exceed MAX Allowable Loads r v 926 2 1 3 1 9 e SEISMIC BRACING CALCULATIONS sheet 7 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 25 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 30-44 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 926 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1008 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Pian NFPA 13 Figure 9.3.5.9.1 Orientation Angle A Type Steel N/A 4 f FAS1ENER a - BRACE 3 Diameter 1/2 Length (embedment) N/A Max Load (lbs) Steel 1600 Max Load (lbs) lbs Wood N/A Max Load (lbs) Concrete N/A = FIGURE LOAD PERPENDICULAR FASTENER HORIZONTAL OF STRUCTURAL .. r• I A a` TO UNDERSIDE 1! MEMBER 3 Pipe Size Pipe Type Pipe Length wacrrr(u>s/Ft) ]s MTAUtl4A935fi Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans , $ 0 3 Sch 7 25 7.18 0.736 132.11 Orientation of Brace J 1 112 Sch 7 92 2.71 0.736 183.50 LATERAL 1 Sch 40 80 2.05 0.736 120.70 LATERAL BRACE INFO WA WA 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) / WA N/A 0 0 0.736 0.00 Size & Sch )! WA WA 0 0 0.736 0.00 of Pipe Braced WA WA 0 0 0.736 0.00 3 Sch 7 s WA WA 0 0 0.736 0.00 Max Length of Brace j WA WA 0 0 0.736 0.00 25 WA N/A 0 0 0.736 0.00 Max Allowable Load (lbs) j WA WA 0 0 0.736 0.00 Table c WA N/A 0 0 0.736 0.00 Load 552 4 Max Load per Table 9.3.5.3.2 552 Total Weight 436.32 TOTAL Max Fastener Load 1600 Adjusted FP,,,, x 1.15 (lbs) 501.76 HORIZONTAL i Max Structural Fitting Load 1008 LOAD Max Pipe Fitting Load 1008 Max Horizntal Brace Load 926 Adj Weight does not exceed MAX Allowable Loads g of 1 1 t I • E 1 1 SEISMIC BRACING CALCULATIONS Sheet a of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11.150 Contractor: Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Brace Information Sway Brace Structural Fitting Information: Make: Model: Allowable Horz Load Maximum Spacing 30 feet Length of Brace 7-0 Bracing Material 1" Sch 40 Tolco 909 Rating: Adj per 9.3.5.10.3 2015 lbs 1425 Per Table 9.3.5.10.3 Based on Angle (d) Divide Rated Load by Angle from Verticle 45-59 Least Rad. of Gyr. .421 L / R Value 200 Max Horizontal Load 1310 Force Factor (Fp) 0.736 Sway Brace Pipe Fitting Information: Make: Model: Tolco 1000 Rating: Adj per 9.3.5.10.3 2015 lbs 1425 30-44 d / 2.0 45-59 d / 1.414 60-89 d / 1.155 90 d / 1 Fastener Information Assembly Detail Details Provided on Pian NFPA 13 Figure 9.3.5.9.1 Orientation Angle B Type Concrete Snake wit aIlir.s.„....„.„Brif FASTENER ACE Diameter 3/8 Length (embedment) 1 5/8 MaxLoad(lbs)Steel N/A Max Load (lbs) Wood N/A Max Load (lbs) Concrete 770 40 FIGURE LOAD FASTENER HORIZONTAL OF STRUCTURAL sass. I P jr B PERPENDICULAR TO UNDERSIDE i MEMBER j i Pipe Size Pipe Type Pipe Length WEIOHf (lbs/Ft) 3408.313Tilrp9331 Wp Factor Net Tot. Wgt. Brace Tot. Wgt. Brace Identification on Plans E H j 3 Sch 7 30 7.18 0.736 158.53 Orientation of Brace 1 1 1/4 Sch 7 105 1.87 0.736 144.51 LATERAL i 1 Sch 40 20 2.05 0.736 30.18 LATERAL BRACE INFO WA N/A 0 0 0.736 0.00 Table 9.3.5.3.2 (a or b) 1 N/A WA 0 0 0.736 0.00 Size & Sch N/A N/A 0 0 0.736 0.00 of Pipe Braced , N/A N/A 0 0 0.736 0.00 3 Sch 7 2 WA WA 0 0 0.736 0.00 Max Length of Brace 1 WA N/A 0 0 0.736 0.00 30 i N/A WA 0 0 0.736 0.00 Max Allowable Load (lbs) i NIA N/A 0 0 0.736 0.00 Table c I N/A N/A 0 0 0.736 0.00 Load 453 is Max Load per Table 9.3.5.3.2 Max Fastener Load Max Structural Fitting Load Max Pipe Fitting Load Max Horizntal Brace Load 453 Total Weight 333.22 TOTAL 1 770 Adjusted Fp, x 1.15 (lbs) 383.21 HORIZONTAL a LOAD E 1425 1425 Adj Weight does not exceed MAX Allowable Loads I z 1310 I a 2i a1 1 E t ....� QrGIU Ll IG .l LI U% IUI I uI dWIJ I mrvrrndilon rrom sheet 51.01 for this project, the following data has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.6.2: Occupancy Category = III Importance Factor: 1= 1.25 Site Class = F SDS = 1.034 SD1 = 0.543 Design Category = D The Following information has been obtained using the "U.S. Seismic "Design Maps" Web Application*." Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98108 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) 0.2 1.0 Period (sec) 0.2 1.0 Period (sec) 0.2 1.0 (9) 1.551 (Ss) 0.534 (S1) Maximum Sa (9) 1.572 0.543 Minimum (9) 1.504 (Ss) 0.514 (S1) (Ss) (S1) Sa Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98108 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class F Period Centroid Sa (sec) 0.2 1.0 Period (sec) 0.2 1.0 Period (sec) 0.2 1.0 (9) 1.034 (SDs) 0.534 (SD1) Maximum Sa (9) 1.048 (SDs) 0.543 (SDI) Minimum Sa (9) 1.003 (SDs) 0.514 (SDI) Table 9.3.5.6.2 Seismic Coefficent Table Ss Cp 0.33 or less 0.40 0.50 0.60 0.70 0.75 0.80 0.90 0.95 1.00 1.10 1.20 1.25 1.30 1.40 1.50 1.60 1.70 1.75 1.80 1.90 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 3.00 0.35 0.38 0.40 0.42 0.42 0.42 0.44 0.48 0.50 0.51 0.54 0.57 0.58 0.61 0.65 0.70 0.75 0.79 0.82 0.84 0.89 0.93 0.98 1.03 1.07 1.12 1.17 1.21 1.26 1.31 1.35 1.40 To interpolate between Cp values the following equation can be used: Cr, high - Cp low w -C+ S5 high - Ss low The Cp value for this project is: Cp = 0.7360 (Ss - Ss -low) Cp-low = Cp-high = Ss = Ss -low = Ss -high = 0.7 0.75 1.572 1.5 1.6 Cp = Seismic coefficient Value Cp-low = next lower from table Cp-high = next higher from table Ss = Spectral Response Ss -low = next lower from table Ss -high = next higher from table Footnote: 'Seismic design values outputted by this application are from the 2009/2006/2003/2000 International Building Code, the 2005/2002/1998 ASCE-7 Standard, and the 2003/2000/1997 NEI -IRP Recommended Provisions. SEISMIC BRACING CALCULATIONS Sheet 9 of 9 Job Name: Raisbeck Aviation High School Address: 9229 E Marginal Way S Tukwila, WA 98108 Job #: 11-150 Contractor. Firestop Company Address: 3203 NE 65th Street, #2 Vancouver, WA 98663 Phone: 360-718-8604 Dear Hs. .,.•sil..l.l....4.....a.....I r-�...:- :_r- -.e-- r ....� QrGIU Ll IG .l LI U% IUI I uI dWIJ I mrvrrndilon rrom sheet 51.01 for this project, the following data has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.6.2: Occupancy Category = III Importance Factor: 1= 1.25 Site Class = F SDS = 1.034 SD1 = 0.543 Design Category = D The Following information has been obtained using the "U.S. Seismic "Design Maps" Web Application*." Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98108 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) 0.2 1.0 Period (sec) 0.2 1.0 Period (sec) 0.2 1.0 (9) 1.551 (Ss) 0.534 (S1) Maximum Sa (9) 1.572 0.543 Minimum (9) 1.504 (Ss) 0.514 (S1) (Ss) (S1) Sa Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98108 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class F Period Centroid Sa (sec) 0.2 1.0 Period (sec) 0.2 1.0 Period (sec) 0.2 1.0 (9) 1.034 (SDs) 0.534 (SD1) Maximum Sa (9) 1.048 (SDs) 0.543 (SDI) Minimum Sa (9) 1.003 (SDs) 0.514 (SDI) Table 9.3.5.6.2 Seismic Coefficent Table Ss Cp 0.33 or less 0.40 0.50 0.60 0.70 0.75 0.80 0.90 0.95 1.00 1.10 1.20 1.25 1.30 1.40 1.50 1.60 1.70 1.75 1.80 1.90 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 3.00 0.35 0.38 0.40 0.42 0.42 0.42 0.44 0.48 0.50 0.51 0.54 0.57 0.58 0.61 0.65 0.70 0.75 0.79 0.82 0.84 0.89 0.93 0.98 1.03 1.07 1.12 1.17 1.21 1.26 1.31 1.35 1.40 To interpolate between Cp values the following equation can be used: Cr, high - Cp low w -C+ S5 high - Ss low The Cp value for this project is: Cp = 0.7360 (Ss - Ss -low) Cp-low = Cp-high = Ss = Ss -low = Ss -high = 0.7 0.75 1.572 1.5 1.6 Cp = Seismic coefficient Value Cp-low = next lower from table Cp-high = next higher from table Ss = Spectral Response Ss -low = next lower from table Ss -high = next higher from table Footnote: 'Seismic design values outputted by this application are from the 2009/2006/2003/2000 International Building Code, the 2005/2002/1998 ASCE-7 Standard, and the 2003/2000/1997 NEI -IRP Recommended Provisions. RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 4 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1175 sq ftl 0.200 256.0 sq ftl 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: VIK Model: OH-ELO K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 6 Flowing Outlets gpm Required: 586.3 psi Required: 91.2 @ Source WATER SUPPLY Water Flow Test Date of Test 10/27/11 Static Pressure 120.0 psi Residual Pres 110.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 719 Gallons Notes: GRID PEAKED CURRENT LOCATION REQUIRED 91.2 PSI SHIFT LEFT (DOWN) REQUIRED 91.4 PSI SHIFT RIGHT (UP) REQUIRED 90.8 PSI 586.3 GPM 588.5 GPM 580.5 GPM RAISBECK AVIATION AS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 336 88.6 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 336 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 336 0.0 Hydr Ref FF Required at FIRST FLANGE 336 88.7 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 336 0.1 1 8" MJ 90 Ell 18' 120 8.071 336 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 336 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 336 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 336 2.1 Hydr Ref BFP Required at BFP 336 90.9 psi 1 6" MJ Tee 30' 120 6.065 336 0.1 1 10" x 6" MJ Reducer 0' 120 10.140 336 0.0 1 10" MJ 90 Ell 22' 120 10.140 336 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 336 0.0 1 10" Flngd Gate Valve 5' 120 10.140 336 0.0 1 10" MJ Tee 50' 120 10.140 336 0.0 Hydr Ref UG1 Required at POC 336 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 336 0.1 2 10" MJ 45 Ell 22' 120 10.140 336 0.0 1 10" MJ 90 Ell 22' 120 10.140 336 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 336 0.0 1 10" MJ Tee 50' 120 10.140 336 0.0 Fixed Flow Outside Hose Allow. 250 gpm 91.0 psi Hydr Ref SRC Required at Source 586 91.2 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 586 gpm 119.9 psi SAFETY PRESSURE 28.7 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 91.2 psi This is a safety margin of 28.7 psi or 24 % of Supply Maximum Water Velocity is 19.3 fps ; 0 3 T3 D CD 5 t :cc k 3f ,5 O /§/ Ia ue / 3EE>.w ;f a ) - >>03 0 .@nmI ] e • • 250 gpm hose f 0 0 ¢ ¢ CO (0 / k RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Page 3 HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pn NOTES: ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 353 13.92 354 13.92 356 13.92 357 13.92 360 13.92 361 13.92 362 13.92 363 13.92 364 13.92 365 13.92 366 13.92 367 13.92 401 13.92 4015 11.00 402 13.92 402S 11.00 403 13.92 4035 11.00 404 13.92 4045 11.00 405 13.92 405S 11.00 406 13.92 406S 11.00 412 13.92 413 13.92 414 13.92 Bl -25.00 D1 -17.92 El 11.75 E2 11.75 E3 11.75 E4 11.75 F1 -28.33 G1 11.75 G2 11.75 G3 11.75 G4 11.75 H1 11.75 H2 11.75 H3 11.75 H4 11.75 H5 11.75 TR3 12.25 W -34.50 11.20 11.20 11.20 11.20 11.20 11.20 45.6 45.5 37.4 38.7 39.3 39.5 40.5 39.0 37.7 40.4 38.3 39.0 23.4 21.0 23.3 20.9 23.6 21.2 35.4 28.8 35.4 28.8 37.7 30.6 30.0 29.7 30.2 84.5 81.4 42.1 42.1 42.1 42.0 85.9 41.9 41.9 42.0 42.0 58.4 58.4 58.4 58.5 58.6 63.7 88.6 51.4 51.2 51.6 60.1 60.1 62.0 Max velocity of 19.33 occurs in the pipe from 403 TO 414 51.2 51.2 51.2 51.2 51.2 51.2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 0.20 0.20 0.20 0.23 0.23 0.24 All heads are flowing at 20.7000007629395 PSI minimum. This value is set in the head legend or in the catalog for one or more heads of this remote area. RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 402 TO W (PRIMARY PATH) 402S 51.20 1.049 1E C=120 51.20 0.741 2.92 2.00 4.92 20.9 -1.3 3.6 20.9 K = 11.20 0.0 20.9 Vel = 19.19 1.049 1T 402 C=120 51.20 0.741 3.74 5.00 8.74 23.3 0.0 6.5 23.3 EqK = 10.61 0.0 23.3 Vel = 19.19 413 -21.55 1.728 C=120 29.65 0.024 18.00 29.7 29.7 0.00 0.0 0.0 See PATH 8 18.00 0.4 29.7 Vel = 4.10 51.56 1.728 1T 414 C=120 81.21 0.153 35.72 11.29 47.01 30.2 0.0 7.2 30.2 0.0 30.2 See PATH 3 Vel = 11.22 -20.90 1.728 4E 356 C=120 60.31 0.088 12.21 37.4 37.4 22.58 0.0 0.0 See PATH 9 34.79 3.1 37.4 Vel = 8.33 365 54.66 1.728 C=120 114.97 0.291 17.50 40.4 40.4 0.00 0.0 0.0 See PATH 6 17.50 5.1 40.4 Vel = 15.88 -25.79 1.728 3T 354 C=120 89.18 0.182 32.93 45.5 45.5 33.87 0.9 0.0 See PATH 16 66.80 12.2 45.5 Vel = 12.32 247.12 4.310 8E 28.16 58.6 58.6 H5 C=120 1T 186.76 -0.2 0.0 See PATH 2 336.30 0.025 2V 214.91 5.3 58.6 Vel = 7.47 TR3 4.310 3E 70.50 63.7 63.7 0=120 2T 114.28 13.1 0.0 336.30 0.025 1V 184.78 4.6 63.7 Vel = 7.47 D1 6.357 C=120 336.30 0.004 7.08 81.4 81.4 0.00 3.1 0.0 7.08 0.0 81.4 Vel = 3.43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 402 TO W (PRIMARY PATH) B1 6.357 C=120 336.30 0.004 3.33 0.00 3.33 84.5 1.4 0.0 84.5 0.0 84.5 Vel = 3.43 F1 8.329 1E 12.17 85.9 85.9 C=150 31.70 2.7 0.0 336.30 0.001 43.87 0.0 85.9 Vel = 2.00 W 336.30 88.6 K = 35.72 PATH 2 FROM HYDRAULIC REFERENCE 401 TO H5 401S 51.37 1.049 1E C=120 51.37 0.745 2.92 2.00 4.92 21.0 -1.3 3.7 21.0 K = 11.20 0.0 21.0 Vel = 19.26 1.049 1T 401 C=120 51.37 0.745 3.74 23.4 23.4 EqK = 10.61 5.00 0.0 0.0 8.74 6.5 23.4 Vel = 19.26 21.55 1.728 2E 412 C=120 2T 72.92 0.125 53.65 33.87 87.52 30.0 0.9 11.0 30.0 0.0 30.0 See PATH 8 Vel = 10.07 G1 4.310 C=120 72.92 0.001 10.00 41.9 41.9 0.00 0.0 0.0 10.00 0.0 41.9 Vel = 1.62 41.23 4.310 22.71 41.9 41.9 G2 C=120 0.00 0.0 0.0 See PATH 9 114.15 0.003 22.71 0.1 41.9 Vel = 2.53 32.38 4.310 7.50 42.0 42.0 G3 C=120 0.00 0.0 0.0 See PATH 4 146.53 0.005 7.50 0.0 42.0 Vel = 3.25 11.87 4.310 4.17 42.0 42.0 G4 C=120 0.00 0.0 0.0 See PATH 13 158.40 0.006 4.17 0.0 42.0 Vel = 3.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 401 TO H5 CONTINUED 4.310 8.33 42.0 42.0 E4 C=120 0.00 0.0 0.0 158.40 0.006 8.33 0.1 42.0 Vel = 3.52 -47.10 4.310 10.00 42.1 42.1 E3 C=120 0.00 0.0 0.0 See PATH 14 111.30 0.003 10.00 0.0 42.1 Vel = 2.47 -55.24 1.728 5E 149.33 42.1 42.1 E2 C=120 3T 62.09 0.0 0.0 See PATH 15 56.06 0.077 211.43 16.3 42.1 Vel = 7.74 55.24 4.310 7.50 58.4 58.4 H2 C=120 0.00 0.0 0.0 See PATH 15 111.30 0.003 7.50 0.0 58.4 Vel = 2.47 47.10 4.310 10.00 58.4 58.4 H3 C=120 0.00 0.0 0.0 See PATH 14 158.40 0.006 10.00 0.1 58.4 Vel = 3.52 88.72 4.310 10.00 58.5 58.5 H4 C=120 0.00 0.0 0.0 See PATH 5 247.12 0.014 10.00 0.1 58.5 Vel = 5.49 H5 247.12 58.6 K = 32.28 PATH 3 FROM HYDRAULIC REFERENCE 403 TO 414 403S 51.56 1.049 1E C=120 51.56 0.750 2.92 2.00 4.92 21.2 -1.3 3.7 21.2 K = 11.20 0.0 21.2 Vel = 19.33 1.049 1T 403 C=120 51.56 0.750 3.74 23.6 23.6 EqK = 10.61 5.00 0.0 0.0 8.74 6.6 23.6 Vel = 19.33 414 51.56 30.2 K = 9.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 9/ 3/12 11:37 Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 404 TO G3 404S 60.09 1.049 1T C=120 60.09 0.996 2.92 28.8 28.8 K = 11.20 5.00 -1.3 0.0 7.92 7.9 28.8 Vel = 22.53 404 1.728 C=120 56.00 0.077 38.06 35.4 35.4 EqK = 10.10 0.00 0.0 0.0 38.06 2.9 35.4 Vel = 7.74 -20.33 1.728 1T 366 C=120 35.67 0.033 10.00 38.3 38.3 11.29 0.0 0.0 See PATH 10 21.29 0.7 38.3 Vel = 4.93 367 5.47 1.728 C=120 41.14 0.043 5.00 39.0 39.0 0.00 0.0 0.0 See PATH 11 5.00 0.2 39.0 Vel = 5.68 -8.75 1.728 2E 17.59 39.3 39.3 360 C=120 3T 45.16 0.9 0.0 See PATH 12 32.38 0.028 62.75 1.8 39.3 Vel = 4.47 G3 32.38 42.0 K = 5.00 PATH 5 FROM HYDRAULIC REFERENCE 404 TO H4 404S 60.09 1.049 1T C=120 60.09 0.996 2.92 28.8 28.8 K = 11.20 5.00 -1.3 0.0 7.92 7.9 28.8 Vel = 22.53 404 1.728 C=120 4.09 0.001 13.54 35.4 35.4 EqK = 10.10 0.00 0.0 0.0 13.54 0.0 35.4 Vel = 0.57 60.10 1.728 1T 405 C=120 64.19 0.099 12.25 35.4 35.4 EqK = 10.10 11.29 0.0 0.0 23.54 2.3 35.4 Vel = 8.87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 Tyco Fire Products 9/ 3/12 11:37 Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 404 TO H4 CONTINUED 7.33 1.728 10.00 37.7 37.7 364 C=120 0.00 0.0 0.0 See PATH 7 71.51 0.121 10.00 1.2 37.7 Vel = 9.88 363 -5.47 1.728 C=120 66.05 0.104 5.00 39.0 39.0 0.00 0.0 0.0 See PATH 11 5.00 0.5 39.0 Vel = 9.12 361 8.75 1.728 C=120 74.80 0.131 7.50 0.00 7.50 39.5 0.0 1.0 39.5 0.0 See PATH 12 39.5 Vel = 10.33 -11.87 1.728 2T 362 C=120 62.93 0.095 31.47 40.5 40.5 22.58 0.0 0.0 See PATH 13 54.05 5.2 40.5 Vel = 8.69 25.79 1.728 1E 353 C=120 2T 88.72 0.180 37.93 28.22 66.15 45.6 0.9 11.9 45.6 0.0 45.6 See PATH 16 Vel = 12.26 H4 88.72 58.5 K = 11.60 405S 60.10 1.049 1T C=120 60.10 0.996 2.92 28.8 28.8 K = 11.20 5.00 -1.3 0.0 7.92 7.9 28.8 Vel = 22.53 405 60.10 35.4 K = 10.10 PATH 6 FROM HYDRAULIC REFERENCE 406 TO 365 406S 61.98 1.049 1T C=120 61.98 1.055 2.92 5.00 7.92 30.6 -1.3 8.3 30.6 K = 5.60 0.0 30.6 Vel = 23.24 1.728 1T 406 C=120 54.66 0.074 25.72 37.7 37.7 EqK = 10.09 11.29 0.0 0.0 37.01 2.7 37.7 Vel = 7.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 365 54.66 40.4 K = 8.60 PATH 7 FROM HYDRAULIC REFERENCE 406 TO 364 406S 61.98 1.049 1T C=120 61.98 1.055 2.92 30.6 30.6 K = 5.60 5.00 -1.3 0.0 7.92 8.3 30.6 Vel = 23.24 1.728 1T 406 C=120 7.33 0.002 5.75 37.7 37.7 EqK = 10.09 11.29 0.0 0.0 17.04 0.0 37.7 Vel = 1.01 364 7.33 37.7 K = 1.19 PATH 8 FROM HYDRAULIC REFERENCE 413 TO 412 413 21.55 1.728 C=120 21.55 0.013 15.54 0.00 15.54 29.7 0.0 0.2 29.7 0.0 29.7 See PATH 1 Vel = 2.98 412 21.55 30.0 K = 3.94 PATH 9 FROM HYDRAULIC REFERENCE 356 TO G2 20.90 1.728 1T 356 C=120 20.90 0.012 95.32 11.29 106.61 37.4 0.0 1.3 37.4 0.0 37.4 See PATH 1 Vel = 2.89 20.33 1.728 2E 357 C=120 2T 41.23 0.044 17.59 38.7 38.7 33.87 0.9 0.0 See PATH 10 51.46 2.2 38.7 Vel = 5.70 G2 41.23 41.9 K = 6.37 PATH 10 FROM HYDRAULIC REFERENCE 366 TO 357 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RA1'SBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 366 TO 357 CONTINUED 20.33 1.728 2T 366 C=120 20.33 0.012 7.71 38.3 38.3 22.58 0.0 0.0 See PATH 4 30.29 0.4 38.3 Vel = 2.81 357 20.33 38.7 K = 3.27 PATH 11 FROM HYDRAULIC REFERENCE 363 TO 367 5.47 1.728 2T 363 C=120 5.47 0.001 63.85 39.0 39.0 22.58 0.0 0.0 See PATH 5 86.43 0.1 39.0 Vel = 0.76 367 5.47 39.0 K = 0.88 PATH 12 FROM HYDRAULIC REFERENCE 360 TO 361 8.75 1.728 2T 360 C=120 8.75 0.002 63.85 39.3 39.3 22.58 0.0 0.0 See PATH 4 86.43 0.2 39.3 Vel = 1.21 361 8.75 39.5 K = 1.39 PATH 13 FROM HYDRAULIC REFERENCE 362 TO G4 11.87 1.728 5E 362 C=120 2T 11.87 0.004 84.94 40.5 40.5 50.80 0.9 0.0 See PATH 5 135.74 0.6 40.5 Vel = 1.64 G4 11.87 42.0 K = 1.83 PATH 14 FROM HYDRAULIC REFERENCE E3 TO H3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RA!SBECK AVIATION RS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:37 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf /ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE E3 TO H3 CONTINUED 47.10 1.728 10E 168.63 42.1 42.1 E3 C=120 6T 124.19 0.0 0.0 See PATH 2 47.10 0.056 292.81 16.3 42.1 Vel = 6.51 H3 47.10 58.4 K = 6.16 PATH 15 FROM HYDRAULIC REFERENCE E2 TO H2 55.24 4.310 7.50 42.1 42.1 E2 C=120 0.00 0.0 0.0 See PATH 2 55.24 0.001 7.50 0.0 42.1 Vel = 1.23 El 1.728 4E 149.33 42.1 42.1 C=120 4T 67.74 0.0 0.0 55.24 0.075 217.07 16.3 42.1 Vel = 7.63 H1 4.310 C=120 55.24 0.001 7.50 58.4 58.4 0.00 0.0 0.0 7.50 0.0 58.4 Vel = 1.23 H2 55.24 58.4 K = 7.23 PATH 16 FROM HYDRAULIC REFERENCE 354 TO 353 354 25.79 1.728 C=120 25.79 0.018 5.00 45.5 45.5 0.00 0.0 0.0 See PATH 1 5.00 0.1 45.5 Vel = 3.56 353 25.79 45.6 K = 3.82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FIR Drawing Date:10/21/2011 9/ 3/12 11:22 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 3 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1102 sq ftl 0.200 256.0 sq ft1 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: VIK Model: OH-ELO K-Factor:11.20 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 599.3 psi Required: 113.9 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 719 Gallons Notes: RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 3 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 Hydr Ref FF Required at FIRST FLANGE 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 1 8" MJ 90 Ell 18' 120 8.071 1 8" x 6" MJ Reducer 0' 120 8.071 1 6" Flngd Gate Valve PTV 3' 120 6.065 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS Hydr Ref BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee Required at Hydr Ref UG1 Required at 1 Pipe 10" C9 PACIFIC C900 UG 2 10" MJ 45 Ell 1 10" MJ 90 Ell 1 10" Flngd Gate Valve Kennedy "4068A 1 10" MJ Tee BFP 30' 120 6.065 0' 120 10.140 22' 120 10.140 99' 150 10.150 5' 120 10.140 50' 120 10.140 POC 524' 150 10.150 22' 120 10.140 22' 120 10.140 5' 120 10.140 50' 120 10.140 Fixed Flow Outside Hose Allow. Hydr Ref SRC Required at Water Source120.0 psi static,110.0 psi Source residual @ 8000 gpm SAFETY PRESSURE FLOW gpm 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 250 gpm LOSS psi TOTALS 111.5 psi 0.0 0.0 111.5 psi 0.1 0.0 0.0 0.0 1.9 113.6 psi 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 599 599 gpm 113 8 psi 113.9 psi 119.9 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 113.9 psi This is a safety margin of 6.0 psi or 5 % of Supply Maximum Water Velocity is 20.1 fps 6.0 psi ) L L) 0 a. 1 a) ) O :E 1 0. a) )o N L 3 ?O • 250 gpm hose IP N. C0 0 O c0 LO O 0 cv) U) N LO 0 RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 301 13.08 301S 11.00 302 13.08 302S 11.00 303 13.08 303S 11.00 304 13.08 304S 11.00 305 13.08 305S 11.00 306 13.08 306S 11.00 307 17.00 335 13.08 336 13.08 337 13.08 338 13.08 339 13.08 340 13.08 341 13.08 342 13.08 353 13.92 354 13.92 356 13.92 357 13.92 360 13.92 361 13.92 362 13.92 363 13.92 364 13.92 365 13.92 366 13.92 367 13.92 405 13.92 406 13.92 410 12.58 411 13.08 412 13.92 413 13.92 414 13.92 415 13.92 A8 11.75 81 -25.00 Cl 11.75 C2 11.75 D1 -17.92 El 11.75 E2 11.75 E3 11.75 E4 11.75 F1 -28.33 11.20 11.20 11.20 11.20 11.20 11.20 5.60 24.4 22.1 24.5 22.2 25.3 22.9 25.4 23.0 23.0 20.9 23.2 21.0 36.9 54.6 48.7 48.4 50.5 50.2 46.2 46.2 45.9 68.9 68.9 62.9 61.4 61.7 63.1 63.6 63.0 63.3 65.3 62.0 62.0 62.8 63.0 52.4 49.2 60.4 60.8 61.2 62.4 56.3 107.3 56.4 56.5 104.2 59.5 59.5 59.5 59.2 108.8 52.6 52.8 53.6 53.7 51.2 51.4 34.0 51.2 51.2 51.2 51.2 0.21 0.21 0.21 0.21 51.2 0.20 51.2 14.8 0.20 0.68 RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) G1 11.75 59.5 G2 11.75 59.5 G3 11.75 59.5 G4 11.75 59.4 H1 11.75 80.5 H2 11.75 80.5 H3 11.75 80.5 H4 11.75 80.6 H5 11.75 80.7 TR3 12.25 86.2 W -34.50 111.5 Max velocity of 20.15 occurs in the pipe from 338 TO 304 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. All heads are flowing at 20.7000007629395 PSI minimum. This value is set in the head legend or in the catalog for one or more heads of this remote area. RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 305 TO W (PRIMARY PATH) 305S 51.20 1.049 1E C=120 51.20 0.741 2.08 20.9 20.9 K = 11.20 2.00 -0.9 0.0 4.08 3.0 20.9 Vel = 19.19 1.049 1T 25.67 23.0 23.0 EqK = 10.67 305 C=120 5.00 0.0 0.0 51.20 0.741 30.67 22.9 23.0 Vel = 19.19 342 2.203 C=120 51.20 0.020 13.75 45.9 45.9 0.00 0.0 0.0 13.75 0.3 45.9 Vel = 4.35 341 34.02 2.203 C=120 85.22 0.051 0.25 46.2 46.2 0.00 0.0 0.0 See PATH 7 0.25 0.0 46.2 Vel = 7.24 51.36 2.203 5E 340 C=120 2T 136.58 0.123 17.60 61.37 78.98 46.2 0.6 9.7 46.2 0.0 46.2 See PATH 2 Vel = 11.61 212.74 4.310 2E 75.90 56.5 56.5 C2 C=120 27.87 0.0 0.0 See PATH 3 349.32 0.027 103.77 2.8 56.5 Vel = 7.76 -167.96 4.310 1T 8.33 59.2 59.2 E4 C=120 27.87 0.0 0.0 See PATH 8 181.36 0.008 36.21 0.3 59.2 Vel = 4.03 -53.92 4.310 10.00 59.5 59.5 E3 C=120 0.00 0.0 0.0 See PATH 11 127.43 0.004 10.00 0.0 59.5 Vel = 2.83 -63.25 1.728 5E 149.33 59.5 59.5 E2 C=120 3T 62.09 0.0 0.0 See PATH 13 64.18 0.099 211.43 20.9 59.5 Vel = 8.87 63.25 4.310 7.50 80.5 80.5 H2 C=120 0.00 0.0 0.0 See PATH 13 127.43 0.004 7.50 0.0 80.5 Vel = 2.83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 305 TO W (PRIMARY PATH) 53.92 4.310 10.00 80.5 80.5 H3 C=120 0.00 0.0 0.0 See PATH 11 181.36 0.008 10.00 0.1 80.5 Vel = 4.03 83.83 4.310 10.00 80.6 80.6 H4 C=120 0.00 0.0 0.0 See PATH 9 265.19 0.016 10.00 0.2 80.6 Vel = 5.89 84.14 4.310 8E 28.16 80.7 80.7 H5 C=120 1T 186.76 -0.2 0.0 See PATH 8 349.32 0.027 2V 214.91 5.7 80.7 Vel = 7.76 TR3 4.310 3E 70.50 86.2 86.2 C=120 2T 114.28 13.1 0.0 349.32 0.027 1V 184.78 4.9 86.2 Vel = 7.76 D1 6.357 C=120 349.32 0.004 7.08 104.2 104.2 0.00 3.1 0.0 7.08 0.0 104.2 Vel = 3.57 B1 6.357 C=120 349.32 0.004 3.33 107.3 107.3 0.00 1.4 0.0 3.33 0.0 107.3 Vel = 3.57 F1 8.329 1E C=150 349.32 0.001 12.17 108.8 108.8 31.70 2.7 0.0 43.87 0.0 108.8 Vel = 2.08 W 349.32 111.5 K = 33.09 PATH 2 FROM HYDRAULIC REFERENCE 306 TO 340 306S 51.36 1.049 lE C=120 51.36 0.745 2.08 2.00 4.08 21.0 -0.9 3.0 21.0 K = 11.20 0.0 21.0 Vel = 19.25 1.049 1T 306 C=120 51.36 0.745 25.67 5.00 30.67 23.2 0.0 23.0 23.2 EqK = 10.67 0.0 23.2 Vel = 19.25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 340 51.36 46.2 K = 7.56 PATH 3 FROM HYDRAULIC REFERENCE 301 TO C2 52.63 1.049 1E 2.08 22.1 22.1 K = 11.20 301S C=120 2.00 -0.9 0.0 52.63 0.779 4.08 3.2 22.1 Vel = 19.73 1.049 1T 301 C=120 52.63 0.779 25.67 24.4 24.4 EqK = 10.66 5.00 0.0 0.0 30.67 24.1 24.4 Vel = 19.73 337 2.203 C=120 52.63 0.021 14.00 48.4 48.4 0.00 0.0 0.0 14.00 0.3 48.4 Vel = 4.47 336 52.80 2.203 C=120 105.43 0.076 6.72 48.7 48.7 0.00 0.0 0.0 See PATH 4 6.72 0.5 48.7 Vel = 8.96 1.728 2E 411 C=120 105.43 0.248 0.50 49.2 49.2 11.29 0.2 0.0 11.79 2.9 49.2 Vel = 14.56 2.203 2E 410 C=120 1T 105.43 0.076 4.75 27.28 32.03 52.4 -0.2 2.4 52.4 0.0 52.4 Vel = 8.96 2.203 1T 335 C=120 105.43 0.076 1.33 54.6 54.6 13.64 0.6 0.0 14.97 1.1 54.6 Vel = 8.96 4.310 14.00 56.3 56.3 A8 C=120 0.00 0.0 0.0 105.43 0.003 14.00 0.0 56.3 Vel = 2.34 C1 107.32 4.310 C=120 212.74 0.011 8.70 56.4 56.4 0.00 0.0 0.0 See PATH 5 8.70 0.1 56.4 Vel = 4.72 C2 212.74 56.5 K = 28.31 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 302 TO 336 52.80 1.049 1E 2.08 22.2 22.2 K = 11.20 302S C=120 2.00 -0.9 0.0 52.80 0.784 4.08 3.2 22.2 Vel = 19.79 1.049 1T 25.67 24.5 24.5 EqK = 10.66 302 C=120 5.00 0.0 0.0 52.80 0.784 30.67 24.2 24.5 Vel = 19.79 336 52.80 48.7 K = 7.56 PATH 5 FROM HYDRAULIC REFERENCE 303 TO Cl 303S 53.57 1.049 1E C=120 53.57 0.805 2.08 2.00 4.08 22.9 -0.9 3.3 22.9 K = 11.20 0.0 22.9 Vel = 20.08 1.049 1T 303 C=120 53.57 0.805 25.67 5.00 30.67 25.3 0.0 24.9 25.3 EqK = 10.66 0.0 25.3 Vel = 20.08 339 2.203 C=120 53.57 0.022 14.00 50.2 50.2 0.00 0.0 0.0 14.00 0.3 50.2 Vel = 4.55 53.74 2.203 4E 13.30 50.5 50.5 338 C=120 2T 54.55 0.6 0.0 See PATH 6 107.32 0.079 67.86 5.3 50.5 Vel = 9.12 C1 107.32 56.4 K = 14.29 PATH 6 FROM HYDRAULIC REFERENCE 304 TO 338 304S 53.74 1.049 lE C=120 53.74 0.810 2.08 2.00 4.08 23.0 -0.9 3.3 23.0 K = 11.20 0.0 23.0 Vel = 20.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 304 TO 338 CONTINUED 1.049 1T 304 C=120 53.74 0.810 25.67 5.00 30.67 25.4 0.0 25.0 25.4 EqK = 10.66 0.0 25.4 Vel = 20.15 338 53.74 50.5 K = 7.57 PATH 7 FROM HYDRAULIC REFERENCE 307 TO 341 34.02 1.049 3E 10.80 36.9 36.9 K = 5.60 307 C=120 1T 11.00 1.7 0.0 34.02 0.348 21.80 7.6 36.9 Vel = 12.75 341 34.02 46.2 K = 5.01 PATH 8 FROM HYDRAULIC REFERENCE E4 TO H5 167.96 4.310 1T 4.17 59.2 59.2 E4 C=120 27.87 0.0 0.0 See PATH 1 167.96 0.007 32.04 0.2 59.2 Vel = 3.73 -39.91 4.310 7.50 59.4 59.4 G4 C=120 0.00 0.0 0.0 See PATH 9 128.05 0.004 7.50 0.0 59.4 Vel = 2.84 -49.88 4.310 22.71 59.5 59.5 G3 C=120 0.00 0.0 0.0 See PATH 10 78.17 0.002 22.71 0.0 59.5 Vel = 1.74 -30.95 1.728 2E 17.59 59.5 59.5 G2 C=120 2T 33.87 -0.9 0.0 See PATH 12 47.22 0.056 51.46 2.9 59.5 Vel = 6.52 -21.81 1.728 2T 357 C=120 25.41 0.018 7.71 22.58 30.29 61.4 0.0 0.5 61.4 0.0 61.4 See PATH 14 Vel = 3.51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE E4 TO H5 CONTINUED 366 1.83 1.728 C=120 27.24 0.020 22.06 0.00 22.06 62.0 0.0 0.4 62.0 0.0 62.0 See PATH 16 Vel = 3.76 415 1.728 C=120 27.24 0.020 16.00 62.4 62.4 0.00 0.0 0.0 16.00 0.3 62.4 Vel = 3.76 405 1.728 C=120 27.24 0.020 13.54 62.8 62.8 0.00 0.0 0.0 13.54 0.3 62.8 Vel = 3.76 406 1.728 C=120 27.24 0.020 12.25 63.0 63.0 0.00 0.0 0.0 12.25 0.2 63.0 Vel = 3.76 15.48 1.728 1T 364 C=120 42.72 0.047 31.47 63.3 63.3 11.29 0.0 0.0 See PATH 15 42.76 2.0 63.3 Vel = 5.90 365 52.76 1.728 C=120 95.48 0.206 17.50 0.00 17.50 65.3 0.0 3.6 65.3 0.0 65.3 See PATH 12 Vel = 13.19 -11.34 1.728 3T 354 C=120 84.14 0.163 32.93 33.87 66.80 68.9 0.9 10.9 68.9 0.0 68.9 See PATH 18 Vel = 11.62 H5 84.14 80.7 K = 9.36 PATH 9 FROM HYDRAULIC REFERENCE G4 TO H4 39.91 1.728 5E 84.94 59.4 59.4 G4 C=120 1T 39.51 -0.9 0.0 See PATH 8 39.91 0.041 124.45 5.1 59.4 Vel = 5.51 32.57 1.728 1T 362 C=120 72.48 0.124 31.47 11.29 42.76 63.6 0.0 5.3 63.6 0.0 63.6 See PATH 10 Vel = 10.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RALSBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE G4 TO H4 CONTINUED 11.34 1.728 1E 37.93 68.9 68.9 353 C=120 2T 28.22 0.9 0.0 See PATH 18 83.83 0.162 66.15 10.7 68.9 Vel = 11.58 H4 83.83 80.6 K = 9.34 PATH 10 FROM HYDRAULIC REFERENCE G3 TO 362 49.88 1.728 2E 17.59 59.5 59.5 G3 C=120 2T 33.87 -0.9 0.0 See PATH 8 49.88 0.062 51.46 3.2 59.5 Vel = 6.89 -24.28 1.728 1T 360 C=120 25.61 0.018 63.85 11.29 75.14 61.7 0.0 1.4 61.7 0.0 61.7 See PATH 15 Vel = 3.54 6.97 1.728 1T 361 C=120 32.57 0.028 7.50 63.1 63.1 11.29 0.0 0.0 See PATH 17 18.79 0.5 63.1 Vel = 4.50 362 32.57 63.6 K = 4.08 PATH 11 FROM HYDRAULIC REFERENCE E3 TO H3 53.92 1.728 10E 168.63 59.5 59.5 E3 C=120 6T 124.19 0.0 0.0 See PATH 1 53.92 0.072 292.81 21.0 59.5 Vel = 7.45 H3 53.92 80.5 K = 6.01 PATH 12 FROM HYDRAULIC REFERENCE G2 TO 365 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE G2 TO 365 CONTINUED 30.95 4.310 10.00 59.5 59.5 G2 C=120 0.00 0.0 0.0 See PATH 8 30.95 0.000 10.00 0.0 59.5 Vel = 0.69 G1 1.728 2E 39.65 59.5 59.5 C=120 2T 33.87 -0.9 0.0 30.95 0.026 73.52 1.9 59.5 Vel = 4.28 412 1.728 C=120 30.95 0.026 14.00 60.4 60.4 0.00 0.0 0.0 14.00 0.4 60.4 Vel = 4.28 413 1.728 C=120 30.95 0.026 15.54 0.00 15.54 60.8 0.0 0.4 60.8 0.0 60.8 Vel = 4.28 1.728 1T 414 C=120 30.95 0.026 53.72 61.2 61.2 11.29 0.0 0.0 65.01 1.7 61.2 Vel = 4.28 21.81 1.728 4E 356 C=120 52.76 0.069 12.21 62.9 62.9 22.58 0.0 0.0 See PATH 14 34.79 2.4 62.9 Vel = 7.29 365 52.76 65.3 K = 6.53 PATH 13 FROM HYDRAULIC REFERENCE E2 TO H2 63.25 4.310 7.50 59.5 59.5 E2 C=120 0.00 0.0 0.0 See PATH 1 63.25 0.001 7.50 0.0 59.5 Vel = 1.40 El 1.728 4E 149.33 59.5 59.5 C=120 4T 67.74 0.0 0.0 63.25 0.096 217.07 20.9 59.5 Vel = 8.74 H1 4.310 C=120 63.25 0.001 7.50 80.5 80.5 0.00 0.0 0.0 7.50 0.0 80.5 Vel = 1.40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn H2 63.25 80.5 K = 7.05 PATH 14 FROM HYDRAULIC REFERENCE 357 TO 356 21.81 1.728 1T 95.32 61.4 61.4 357 C=120 11.29 0.0 0.0 See PATH 8 21.81 0.013 106.61 1.4 61.4 Vel = 3.01 356 21.81 62.9 K = 2.75 PATH 15 FROM HYDRAULIC REFERENCE 360 TO 364 24.28 1.728 1T 360 C=120 24.28 0.016 5.00 11.29 16.29 61.7 0.0 0.3 61.7 0.0 61.7 See PATH 10 Vel = 3.35 -1.83 1.728 1T 367 C=120 22.45 0.014 63.85 62.0 62.0 11.29 0.0 0.0 See PATH 16 75.14 1.1 62.0 Vel = 3.10 -6.97 1.728 2T 363 C=120 15.48 0.007 10.00 63.0 63.0 22.58 0.0 0.0 See PATH 17 32.58 0.2 63.0 Vel = 2.14 364 15.48 63.3 K = 1.95 PATH 16 FROM HYDRAULIC REFERENCE 367 TO 366 1.83 1.728 1T 367 C=120 1.83 0.000 10.00 62.0 62.0 11.29 0.0 0.0 See PATH 15 21.29 0.0 62.0 Vel = 0.25 366 1.83 62.0 K = 0.23 PATH 17 FROM HYDRAULIC REFERENCE 363 TO 361 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE 363 TO 361 CONTINUED 6.97 1.728 1T 5.00 63.0 63.0 363 C=120 11.29 0.0 0.0 See PATH 15 6.97 0.002 16.29 0.0 63.0 Vel = 0.96 361 6.97 63.1 K = 0.88 PATH 18 FROM HYDRAULIC REFERENCE 354 TO 353 354 11.34 1.728 C=120 11.34 0.004 5.00 68.9 68.9 0.00 0.0 0.0 See PATH 8 5.00 0.0 68.9 Vel = 1.57 353 11.34 68.9 K = 1.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 11 RAISBECK AVIATION ES 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 2 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1015 sq ft1 0.200 1 130.0 sq ft) 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: RF II K -Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 618.0 psi Required: 114.1 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 10/27/11 120.0 psi 110.0 psi 8000 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 719 Gallons Notes: RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 368 111.8 psi 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 368 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 368 0.0 Hydr Ref FF Required at FIRST FLANGE 368 111.8 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 368 0.1 1 8" MJ 90 Ell 18' 120 8.071 368 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 368 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 368 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 368 1.7 Hydr Ref BFP Required at BFP 368 113.7 psi 1 6" MJ Tee 30' 120 6.065 368 0.2 1 10" x 6" MJ Reducer 0' 120 10.140 368 0.0 1 10" MJ 90 Ell 22' 120 10.140 368 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 368 0.0 1 10" Flngd Gate Valve 5' 120 10.140 368 0.0 1 10" MJ Tee 50' 120 10.140 368 0.0 Hydr Ref UG1 Required at POC 368 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 368 0.2 2 10" MJ 45 Ell 22' 120 10.140 368 0.0 1 10" MJ 90 Ell 22' 120 10.140 368 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 368 0.0 1 10" MJ Tee 50' 120 10.140 368 0.0 Fixed Flow Outside Hose Allow. 250 gpm 113.9 psi Hydr Ref SRC Required at Source 618 114.1 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 618 gpm 119.9 psi SAFETY PRESSURE 5.8 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 114.1 psi This is a safety margin of 5.8 psi or 5 % of Supply Maximum Water Velocity is 21.8 fps L) () _E o a 1 a) )o D p _LLL 3'a u a) a8 :Ct :E is 3) C3) ) 0 In N C) u::::1 3 u) 55 =0 5 E a'c) 'c) 1a)a)aa -���L() rc,c«i. T iii 0) O 0 N a u•�1+aW o 0E) 0E) Y -a >,>,cc w _U)c!)COi 5 'c a iaa) ) o o ioo J T co LW o V) T ^(, A 7 i 1 u a N w -c0 01- T 3 70 3 3 m ° to o )cC ii_ C)J J 2 >- aZQ.. 3 Si cc ;ag0) Y N )E SNpa) 0 a 250 gpm hose RAISBECK AVIATION FBS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 3 HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pn NOTES: ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RATSBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 13.08 2015 11.00 202 13.08 2025 11.00 203 13.08 2035 11.00 204 13.08 2045 11.00 205 13.08 2055 11.00 206 13.08 2065 11.00 207 13.08 2075 11.00 208 13.08 2085 11.00 209 13.08 2095 11.00 210 13.08 2105 11.00 211 13.08 211S 11.00 212 13.08 212S 11.00 213 13.08 213S 11.00 323 13.08 324 13.08 325 13.08 326 13.08 328 13.08 329 13.08 330 13.08 331 13.08 332 13.08 333 13.08 334 13.08 350 13.08 353 13.92 354 13.92 356 13.92 357 13.92 360 13.92 361 13.92 362 13.92 363 13,92 364 13.92 365 13.92 366 13.92 367 13.92 405 13.92 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 22.7 22.0 22.1 21.6 22.8 22.2 22.3 21.7 23.4 22.7 22.9 22.2 25.8 25.0 26.0 25.1 26.5 25.7 27.6 26.6 28.8 27.8 37.5 36.0 37.7 36.1 45.2 29.2 28.5 28.3 37.0 35.5 34.2 33.5 33.3 48.2 48.0 31.8 67.0 67.0 60.4 58.8 59.1 60.6 61.2 60.6 60.8 63.0 59.4 59.4 60.2 26.3 26.0 0.20 26.0 26.0 0.20 26.4 26.0 0.20 26.1 26.0 0.20 26.7 26.0 0.21 26.4 26.0 0.20 28.0 26.0 0.22 28.1 26.0 0.22 28.4 26.0 0.22 28.9 26.0 0.22 29.5 26.0 0.23 33.6 26.0 0.26 33.7 26.0 0.26 RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 406 13.92 60.5 412 13.92 57.7 413 13.92 58.1 414 13.92 58.5 415 13.92 59.9 A5 11.75 52.1 A6 11.75 52.1 A7 11.75 52.4 A8 11.75 52.5 B1 25.00 107.6 Cl 11.75 53.0 C2 11.75 53.2 D1 -17.92 104.5 El 11.75 56.6 E2 11.75 56.6 E3 11.75 56.6 E4 11.75 56.2 F1 -28.33 109.1 G1 11.75 56.6 G2 11.75 56.6 G3 11.75 56.5 G4 11.75 56.5 H1 11.75 79.6 H2 11.75 79.6 H3 11.75 79.7 H4 11.75 79.8 H5 11.75 79.9 TR3 12.25 86.0 W -34.50 111.8 Max velocity of 21.81 occurs in the pipe from 323 TO 350 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 202 TO W (PRIMARY PATH) 202S 26.00 1.049 1E C=120 26.00 0.211 2.08 21.6 21.6 K = 5.60 5.00 -0.9 0.0 7.08 1.5 21.6 Vel = 9.75 1.049 1T 23.67 22.1 22.1 EqK = 5.52 202 C=120 5.00 0.0 0.0 26.00 0.211 28.67 6.1 22.1 Vel = 9.75 326 26.29 2.203 C=120 52.29 0.021 10.00 28.3 28.3 0.00 0.0 0.0 See PATH 3 10.00 0.2 28.3 Vel = 4.44 325 52.48 2.203 C=120 104.78 0.075 9.25 28.5 28.5 0.00 0.0 0.0 See PATH 4 AND 2 9.25 0.7 28.5 Vel = 8.91 53.11 2.203 1E 324 C=120 157.89 0.160 9.43 29.2 29.2 6.82 0.0 0.0 See PATH 6 AND 5 16.25 2.6 29.2 Vel = 13.42 1.728 2E 350 C=120 157.89 0.523 14.39 11.29 25.67 31.8 0.0 13.4 31.8 0.0 31.8 Vel = 21.81 2.203 2E 323 C=120 1T 157.89 0.160 11.81 45.2 45.2 27.28 0.6 0.0 39.09 6.3 45.2 Vel = 13.42 4.310 11.51 52.1 52.1 A5 C=120 0.00 0.0 0.0 157.89 0.006 11.51 0.1 52.1 Vel = 3.51 142.85 4.310 12.54 52.1 52.1 A6 C=120 0.00 0.0 0.0 See PATH 7 300.74 0.020 12.54 0.3 52.1 Vel = 6.68 67.28 4.310 5.80 52.4 52.4 A7 C=120 0.00 0.0 0.0 See PATH 12 368.02 0.029 5.80 0.2 52.4 Vel = 8.17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 202 TO W (PRIMARY PATH) 4.310 14.00 52.5 52.5 A8 C=120 0.00 0.0 0.0 368.02 0.029 14.00 0.4 52.5 Vel = 8.17 01 4.310 C=120 368.02 0.029 8.70 53.0 53.0 0.00 0.0 0.0 8.70 0.3 53.0 Vel = 8.17 4.310 2E 75.90 53.2 53.2 C2 C=120 27.87 0.0 0.0 368.02 0.029 103.77 3.0 53.2 Vel = 8.17 -176.95 4.310 1T 8.33 56.2 56.2 E4 0=120 27.87 0.0 0.0 See PATH 14 191.07 0.009 36.21 0.3 56.2 Vel = 4.24 -56.81 4.310 10.00 56.6 56.6 E3 C=120 0.00 0.0 0.0 See PATH 17 134.25 0.005 10.00 0.0 56.6 Vel = 2.98 -66.63 1.728 5E 149.33 56.6 56.6 E2 C=120 3T 62.09 0.0 0.0 See PATH 19 67.62 0.109 211.43 23.0 56.6 Vel = 9.34 66.63 4.310 7.50 79.6 79.6 H2 0=120 0.00 0.0 0.0 See PATH 19 134.25 0.005 7.50 0.0 79.6 Vel = 2.98 56.81 4.310 10.00 79.7 79.7 H3 0=120 0.00 0.0 0.0 See PATH 17 191.07 0.009 10.00 0.1 79.7 Vel = 4.24 88.31 4.310 10.00 79.8 79.8 H4 C=120 0.00 0.0 0.0 See PATH 15 279.38 0.018 10.00 0.2 79.8 Vel = 6.20 88.64 4.310 8E 28.16 79.9 79.9 H5 0=120 1T 186.76 -0.2 0.0 See PATH 14 368.02 0.029 2V 214.91 6.3 79.9 Vel = 8.17 TR3 4.310 3E 70.50 86.0 86.0 0=120 2T 114.28 13.1 0.0 368.02 0.029 1V 184.78 5.4 86.0 Vel = 8.17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BBS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 202 TO W (PRIMARY PATH) D1 6.357 C=120 368.02 0.004 7.08 104.5 104.5 0.00 3.1 0.0 7.08 0.0 104.5 Vel = 3.76 B1 6.357 C=120 368.02 0.004 3.33 107.6 107.6 0.00 1.4 0.0 3.33 0.0 107.6 Vel = 3.76 F1 8.329 1E C=150 368.02 0.001 12.17 109.1 109.1 31.70 2.7 0.0 43.87 0.0 109.1 Vel = 2.19 W 368.02 111.8 K = 34.81 PATH 2 FROM HYDRAULIC REFERENCE 204 TO 325 204S 26.09 1.049 1E C=120 26.09 0.213 2.08 21.7 21.7 K = 5.60 5.00 -0.9 0.0 7.08 1.5 21.7 Vel = 9.78 1.049 1T 204 C=120 26.09 0.213 23.67 22.3 22.3 EqK = 5.52 5.00 0.0 0.0 28.67 6.2 22.3 Vel = 9.78 325 26.09 28.5 K = 4.89 PATH 3 FROM HYDRAULIC REFERENCE 201 TO 326 201S 26.29 1.049 1E C=120 26.29 0.216 2.08 22.0 22.0 K = 5.60 5.00 -0.9 0.0 7.08 1.5 22.0 Vel = 9.86 1.049 1T 201 C=120 26.29 0.216 20.67 22.7 22.7 EqK = 5.52 5.00 0.0 0.0 25.67 5.6 22.7 Vel = 9.86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 326 26.29 28.3 K = 4.95 PATH 4 FROM HYDRAULIC REFERENCE 203 TO 325 26.39 1.049 1E 2.08 22.2 22.2 K = 5.60 203S C=120 5.00 -0.9 0.0 26.39 0.217 7.08 1.5 22.2 Vel = 9.89 1.049 1T 20.67 22.8 22.8 EqK = 5.52 203 C=120 5.00 0.0 0.0 26.39 0.217 25.67 5.6 22.8 Vel = 9.89 325 26.39 28.5 K = 4.95 PATH 5 FROM HYDRAULIC REFERENCE 206 TO 324 206S 26.41 1.049 1E C=120 26.41 0.218 2.08 22.2 22.2 K = 5.60 5.00 -0.9 0.0 7.08 1.5 22.2 Vel = 9.90 1.049 1T 206 C=120 26.41 0.218 23.67 22.9 22.9 EqK = 5.52 5.00 0.0 0.0 28.67 6.3 22.9 Vel = 9.90 324 26.41 29.2 K = 4.89 PATH 6 FROM HYDRAULIC REFERENCE 205 TO 324 205S 26.70 1.049 1E C=120 26.70 0.222 2.08 22.7 22.7 K = 5.60 5.00 -0.9 0.0 7.08 1.6 22.7 Vel = 10.01 1.049 1T 205 C=120 26.70 0.222 20.67 23.4 23.4 EqK = 5.52 5.00 0.0 0.0 25.67 5.8 23.4 Vel = 10.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RA.ISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 324 26.70 29.2 K = 4.95 PATH 7 FROM HYDRAULIC REFERENCE 207 TO A6 207S 27.99 1.049 1E C=120 27.99 0.242 2.08 5.00 7.08 25.0 -0.9 1.7 25.0 K = 5.60 0.0 25.0 Vel = 10.49 1.049 1T 207 C=120 27.99 0.242 25.67 25.8 25.8 EqK = 5.51 5.00 0.0 0.0 30.67 7.5 25.8 Vel = 10.49 1.728 10.00 33.3 33.3 332 C=120 0.00 0.0 0.0 27.99 0.021 10.00 0.2 33.3 Vel = 3.87 331 28.08 1.728 C=120 56.07 0.077 9.00 33.5 33.5 0.00 0.0 0.0 See PATH 8 9.00 0.7 33.5 Vel = 7.75 330 28.37 1.728 C=120 84.44 0.164 8.00 0.00 8.00 34.2 0.0 1.3 34.2 0.0 34.2 See PATH 9 Vel = 11.66 329 28.90 1.728 C=120 113.34 0.283 5.33 0.00 5.33 35.5 0.0 1.5 35.5 0.0 35.5 See PATH 10 Vel = 15.66 29.51 1.728 2T 328 C=120 142.85 0.435 10.83 37.0 37.0 22.58 0.6 0.0 See PATH 11 33.41 14.5 37.0 Vel = 19.73 A6 142.85 52.1 K = 19.79 PATH 8 FROM HYDRAULIC REFERENCE 208 TO 331 208S 28.08 1.049 1E C=120 28.08 0.244 2.08 25.1 25.1 K = 5.60 5.00 -0.9 0.0 7.08 1.7 25.1 Vel = 10.53 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 208 TO 331 CONTINUED 1.049 1T 208 C=120 28.08 0.244 25.67 26.0 26.0 EqK = 5.51 5.00 0.0 0.0 30.67 7.5 26.0 Vel = 10.53 331 28.08 33.5 K = 4.85 PATH 9 FROM HYDRAULIC REFERENCE 209 TO 330 209S 28.37 1.049 lE C=120 28.37 0.248 2.08 5.00 7.08 25.7 -0.9 1.8 25.7 K = 5.60 0.0 25.7 Vel = 10.63 1.049 1T 25.67 26.5 26.5 EqK = 5.51 209 0=120 5.00 0.0 0.0 28.37 0.248 30.67 7.7 26.5 Vel = 10.63 330 28.37 34.2 K = 4.85 PATH 10 FROM HYDRAULIC REFERENCE 210 TO 329 210S 28.90 1.049 lE C=120 28.90 0.257 2.08 26.6 26.6 K = 5.60 5.00 -0.9 0.0 7.08 1.8 26.6 Vel = 10.84 1.049 1T 210 C=120 28.90 0.257 25.67 27.6 27.6 EqK = 5.51 5.00 0.0 0.0 30.67 7.9 27.6 Vel = 10.84 329 28.90 35.5 K = 4.85 PATH 11 FROM HYDRAULIC REFERENCE 211 TO 328 211S 29.51 1.049 1E C=120 29.51 0.267 2.08 27.8 27.8 K = 5.60 5.00 -0.9 0.0 7.08 1.9 27.8 Vel = 11.06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 211 TO 328 CONTINUED 1.049 1T 25.67 28.8 28.8 EqK = 5.50 211 C=120 5.00 0.0 0.0 29.51 0.267 30.67 8.3 28.8 Vel = 11.06 328 29.51 37.0 K = 4.85 PATH 12 FROM HYDRAULIC REFERENCE 212 TO A7 212S 33.61 1.049 1E C=120 33.61 0.340 2.08 36.0 36.0 K = 5.60 5.00 -0.9 0.0 7.08 2.4 36.0 Vel = 12.60 1.049 1T 25.67 37.5 37.5 EqK = 5.49 212 C=120 5.00 0.0 0.0 33.61 0.340 30.67 10.5 37.5 Vel = 12.60 334 1.728 C=120 33.61 0.030 5.33 48.0 48.0 0.00 0.0 0.0 5.33 0.2 48.0 Vel = 4.64 33.67 1.728 2T 333 C=120 67.28 0.108 10.83 48.2 48.2 22.58 0.6 0.0 See PATH 13 33.41 3.6 48.2 Vel = 9.29 A7 67.28 52.4 K = 9.30 PATH 13 FROM HYDRAULIC REFERENCE 213 TO 333 213S 33.67 1.049 1E C=120 33.67 0.341 2.08 36.1 36.1 K = 5.60 5.00 -0.9 0.0 7.08 2.4 36.1 Vel = 12.62 1.049 1T 213 C=120 33.67 0.341 25.67 37.7 37.7 EqK = 5.49 5.00 0.0 0.0 30.67 10.5 37.7 Vel = 12.62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 333 33.67 48.2 K = 4.85 PATH 14 FROM HYDRAULIC REFERENCE E4 TO H5 176.95 4.310 1T 4.17 56.2 56.2 E4 C=120 27.87 0.0 0.0 See PATH 1 176.95 0.008 32.04 0.2 56.2 Vel = 3.93 -42.05 4.310 7.50 56.5 56.5 G4 C=120 0.00 0.0 0.0 See PATH 15 134.91 0.005 7.50 0.0 56.5 Vel = 3.00 -52.55 4.310 22.71 56.5 56.5 G3 C=120 0.00 0.0 0.0 See PATH 16 82.36 0.002 22.71 0.0 56.5 Vel = 1.83 -32.61 1.728 2E 17.59 56.6 56.6 G2 C=120 2T 33.87 -0.9 0.0 See PATH 18 49.75 0.062 51.46 3.2 56.6 Vel = 6.87 -22.97 1.728 2T 357 C=120 26.78 0.020 7.71 58.8 58.8 22.58 0.0 0.0 See PATH 20 30.29 0.6 58.8 Vel = 3.70 366 1.92 1.728 C=120 28.70 0.022 22.06 59.4 59.4 0.00 0.0 0.0 See PATH 22 22.06 0.5 59.4 Vel = 3.96 415 1.728 C=120 28.70 0.022 16.00 59.9 59.9 0.00 0.0 0.0 16.00 0.4 59.9 Vel = 3.96 405 1.728 C=120 28.70 0.022 13.54 60.2 60.2 0.00 0.0 0.0 13.54 0.3 60.2 Vel = 3.96 406 1.728 C=120 28.70 0.022 12.25 60.5 60.5 0.00 0.0 0.0 12.25 0.3 60.5 Vel = 3.96 16.31 1.728 1T 364 C=120 45.01 0.051 31.47 60.8 60.8 11.29 0.0 0.0 See PATH 21 42.76 2.2 60.8 Vel = 6.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 14 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE E4 TO H5 CONTINUED 365 55.58 1.728 C=120 100.59 0.227 17.50 63.0 63.0 0.00 0.0 0.0 See PATH 18 17.50 4.0 63.0 Vel = 13.90 -11.95 1.728 3T 32.93 67.0 67.0 354 C=120 33.87 0.9 0.0 See PATH 24 88.64 0.180 66.80 12.0 67.0 Vel = 12.25 H5 88.64 79.9 K = 9.91 PATH 15 FROM HYDRAULIC REFERENCE G4 TO H4 42.05 1.728 5E 84.94 56.5 56.5 G4 C=120 1T 39.51 -0.9 0.0 See PATH 14 42.05 0.045 124.45 5.6 56.5 Vel = 5.81 34.32 1.728 1T 362 C=120 76.36 0.137 31.47 11.29 42.76 61.2 0.0 5.8 61.2 0.0 61.2 See PATH 16 Vel = 10.55 11.95 1.728 1E 353 C=120 2T 88.31 0.179 37.93 28.22 66.15 67.0 0.9 11.8 67.0 0.0 67.0 See PATH 24 Vel = 12.20 H4 88.31 79.8 K = 9.89 PATH 16 FROM HYDRAULIC REFERENCE G3 TO 362 52.55 1.728 2E 17.59 56.5 56.5 G3 C=120 2T 33.87 -0.9 0.0 See PATH 14 52.55 0.068 51.46 3.5 56.5 Vel = 7.26 -25.58 1.728 1T 360 C=120 26.98 0.020 63.85 59.1 59.1 11.29 0.0 0.0 See PATH 21 75.14 1.5 59.1 Vel = 3.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RA;SBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 15 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE G3 TO 362 CONTINUED 7.34 1.728 1T 7.50 60.6 60.6 361 C=120 11.29 0.0 0.0 See PATH 23 34.32 0.031 18.79 0.6 60.6 Vel = 4.74 362 34.32 61.2 K = 4.39 PATH 17 FROM HYDRAULIC REFERENCE E3 TO H3 56.81 1.728 10E 168.63 56.6 56.6 E3 C=120 6T 124.19 0.0 0.0 See PATH 1 56.81 0.079 292.81 23.1 56.6 Vel = 7.85 H3 56.81 79.7 K = 6.36 PATH 18 FROM HYDRAULIC REFERENCE G2 TO 365 32.61 4.310 10.00 56.6 56.6 G2 C=120 0.00 0.0 0.0 See PATH 14 32.61 0.000 10.00 0.0 56.6 Vel = 0.72 G1 1.728 2E C=120 2T 32.61 0.028 39.65 56.6 56.6 33.87 -0.9 0.0 73.52 2.1 56.6 Vel = 4.50 412 1.728 C=120 32.61 0.028 14.00 57.7 57.7 0.00 0.0 0.0 14.00 0.4 57.7 Vel = 4.50 413 1.728 C=120 32.61 0.028 15.54 58.1 58.1 0.00 0.0 0.0 15.54 0.4 58.1 Vel = 4.50 1.728 1T 414 C=120 32.61 0.028 53.72 58.5 58.5 11.29 0.0 0.0 65.01 1.8 58.5 Vel = 4.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 16 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE G2 TO 365 CONTINUED 22.97 1.728 4E 356 C=120 55.58 0.076 12.21 60.4 60.4 22.58 0.0 0.0 See PATH 20 34.79 2.6 60.4 Vel = 7.68 365 55.58 63.0 K = 7.00 PATH 19 FROM HYDRAULIC REFERENCE E2 TO H2 66.63 4.310 7.50 56.6 56.6 E2 C=120 0.00 0.0 0.0 See PATH 1 66.63 0.001 7.50 0.0 56.6 Vel = 1.48 El 1.728 4E 149.33 56.6 56.6 C=120 4T 67.74 0.0 0.0 66.63 0.106 217.07 23.0 56.6 Vel = 9.21 H1 4.310 C=120 66.63 0.001 7.50 79.6 79.6 0.00 0.0 0.0 7.50 0.0 79.6 Vel = 1.48 H2 66.63 79.6 K = 7.47 PATH 20 FROM HYDRAULIC REFERENCE 357 TO 356 22.97 1.728 1T 357 C=120 22.97 0.015 95.32 58.8 58.8 11.29 0.0 0.0 See PATH 14 106.61 1.6 58.8 Vel = 3.17 356 22.97 60.4 K = 2.96 PATH 21 FROM HYDRAULIC REFERENCE 360 TO 364 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAI.SBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 17 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 21 FROM HYDRAULIC REFERENCE 360 TO 364 CONTINUED 25.58 1.728 1T 360 C=120 25.58 0.018 5.00 59.1 59.1 11.29 0.0 0.0 See PATH 16 16.29 0.3 59.1 Vel = 3.53 -1.92 1.728 1T 63.85 59.4 59.4 367 C=120 11.29 0.0 0.0 See PATH 22 23.65 0.016 75.14 1.2 59.4 Vel = 3.27 -7.34 1.728 2T 363 C=120 16.31 0.008 10.00 60.6 60.6 22.58 0.0 0.0 See PATH 23 32.58 0.3 60.6 Vel = 2.25 364 16.31 60.8 K = 2.09 PATH 22 FROM HYDRAULIC REFERENCE 367 TO 366 1.92 1.728 1T 367 C=120 1.92 0.000 10.00 11.29 21.29 59.4 0.0 0.0 59.4 0.0 59.4 See PATH 21 Vel = 0.27 366 1.92 59.4 K = 0.25 PATH 23 FROM HYDRAULIC REFERENCE 363 TO 361 7.34 1.728 1T 363 C=120 7.34 0.002 5.00 11.29 16.29 60.6 0.0 0.0 60.6 0.0 60.6 See PATH 21 Vel = 1.01 361 7.34 60.6 K = 0.94 PATH 24 FROM HYDRAULIC REFERENCE 354 TO 353 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAJSBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:22 Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 24 FROM HYDRAULIC REFERENCE 354 TO 353 CONTINUED 354 11.95 1.728 C=120 11.95 0.004 5.00 67.0 67.0 0.00 0.0 0.0 See PATH 14 5.00 0.0 67.0 Vel = 1.65 353 11.95 67.0 K = 1.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: RAISBECK AVIATION HS 3RD FLR Location: 9229 MARGINAL WAY S. TUKWILA, WA 98108 Drawing Date: 10/21/2011 Contractor: FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 13 Hazard:OH II System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1020 sq ft► 0.200 I 120.0 sq ft1 0 gpm 1 250 gpm 1 Sprinkler or Nozzle Make: TYCO Model: TY -FRB K -Factor: 5.60 Temperature Rating: 200 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 572.8 psi Required: 94.1 @ Source WATER SUPPLY Water Flow Test Date of Test 10/27/11 Static Pressure 120.0 psi Residual Pres 110.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 719 Gallons Notes: RAISBECK AVIATION AS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 Hydr Ref FF Required at FIRST FLANGE 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 1 8" MJ 90 Ell 18' 120 8.071 1 8" x 6" MJ Reducer 0' 120 8.071 1 6" Flngd Gate Valve PIV 3' 120 6.065 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS Hydr Ref BFP 1 6" MJ Tee 1 10" x 6" MJ Reducer 1 10" MJ 90 Ell 1 Pipe 10" C9 PACIFIC C900 UG 1 10" Flngd Gate Valve 1 10" MJ Tee Required at Hydr Ref UG1 Required at 1 Pipe 10" C9 PACIFIC C900 UG 2 10" MJ 45 Ell 1 10" MJ 90 Ell 1 10" Flngd Gate Valve Kennedy "4068A 1 10" MJ Tee BFP 30' 120 6.065 0' 120 10.140 22' 120 10.140 99' 150 10.150 5' 120 10.140 50' 120 10.140 POC 524' 150 10.150 22' 120 10.140 22' 120 10.140 5' 120 10.140 50' 120 10.140 Fixed Flow Outside Hose Allow. Hydr Ref SRC Required at Water Source120.0 psi static,110.0 psi Source residual @ 8000 SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 323 323 0.0 323 0.0 323 323 0.1 323 0.0 323 0.0 323 0.0 323 2.2 323 323 0.1 323 0.0 323 0.0 323 0.0 323 0.0 323 0.0 323 323 323 323 323 323 250 0.1 0.0 0.0 0.0 0.0 gpm 91.4 psi 91.5 psi 93.8 psi 93.9 psi 573 94.1 psi gpm 573 gpm 119.9 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 94.1 psi This is a safety margin of 25.8 psi or 22 % of Supply Maximum Water Velocity is 18.2 fps 25.8 psi _E ) a. 1 a) )o 73 O LL 3"a u a) 3CC EE 10. n a) )o LoN a) D'6 3 a 0 • 250 gpm hose 0 Lo ti Lt ) N U) 0 RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Page 3 HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pn NOTES: ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^1/2)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 13.83 101S 12.50 102 13.83 102S 12.50 103 13.83 103S 12.50 104 13.83 104S 12.50 105 13.83 105S 12.50 106 13.83 106S 12.50 107 13.83 107S 12.50 108 13.83 108S 12.50 109 13.83 109S 12.50 110 13.83 110S 12.50 111 13.83 111S 12.50 112 13.83 112S 12.50 113 17.00 310 13.83 311 13.83 312 13.83 313 13.83 314 13.83 315 13.83 316 13.83 317 13.83 318 13.83 319 13.83 320 13.83 321 13.83 322 13.83 353 13.92 354 13.92 356 13.92 357 13.92 360 13.92 361 13.92 362 13.92 363 13.92 364 13.92 365 13.92 366 13.92 367 13.92 405 13.92 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 20.3 19.6 20.4 19.8 21.0 20.3 22.3 21.5 20.3 19.6 20.5 19.8 21.0 20.3 22.3 21.5 18.9 18.4 19.1 18.5 20.2 19.5 22.1 21.4 15.7 23.4 22.1 21.5 21.3 23.7 22.4 21.7 21.6 23.3 21.2 20.2 20.1 19.9 51.8 51.8 46.6 45.3 45.6 46.7 47.2 46.7 46.9 48.6 45.8 45.8 46.5 24.8 24.0 0.21 24.9 24.0 0.21 25.3 24.0 0.21 26.0 24.0 0.22 24.8 24.0 0.21 24.9 24.0 0.21 25.3 24.0 0.21 26.0 24.0 0.22 24.0 24.0 0.20 24.1 24.0 0.20 24.7 24.0 0.21 25.9 24.0 0.22 22.2 14.8 0.30 RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^;)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 406 13.92 46.7 412 13.92 44.5 413 13.92 44.8 414 13.92 45.1 415 13.92 46.2 Al 13.83 26.7 A2 13.83 27.0 A3 13.83 27.8 A4 11.75 39.2 A5 11.75 39.9 A6 11.75 40.2 A7 11.75 40.5 A8 11.75 40.6 B1 -25.00 87.3 Cl 11.75 40.9 C2 11.75 41.1 D1 -17.92 84.2 El 11.75 43.8 E2 11.75 43.8 E3 11.75 43.8 E4 11.75 43.5 Fl -28.33 88.7 G1 11.75 43.8 G2 11.75 43.8 G3 11.75 43.7 G4 11.75 43.7 H1 11.75 61.9 H2 11.75 61.9 H3 11.75 61.9 H4 11.75 62.0 H5 11.75 62.1 TR3 12.25 66.8 W -34.50 91.4 Max velocity of 18.22 occurs in the pipe from A3 TO A4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. RAI-SBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 113 TO W (PRIMARY PATH) 22.17 1.049 4E 113 C=120 1T 22.17 0.157 6.82 15.7 15.7 K = 5.60 13.00 1.4 0.0 19.82 3.1 15.7 Vel = 8.31 320 48.09 1.728 C=120 70.26 0.117 9.01 20.2 20.2 0.00 0.0 0.0 See PATH 2 9.01 1.1 20.2 Vel = 9.71 319 24.74 1.728 C=120 95.00 0.204 9.99 21.2 21.2 0.00 0.0 0.0 See PATH 4 9.99 2.0 21.2 Vel = 13.12 25.88 1.728 1T 318 C=120 120.88 0.319 3.00 11.29 14.29 23.3 0.0 4.6 23.3 0.0 See PATH 11 23.3 Vel = 16.70 201.92 2.703 2E 10.00 27.8 27.8 A3 C=120 1T 37.30 0.9 0.0 See PATH 5 322.80 0.222 47.30 10.5 27.8 Vel = 18.22 4.310 30.22 39.2 39.2 A4 C=120 0.00 0.0 0.0 322.80 0.023 30.22 0.7 39.2 Vel = 7.17 4.310 11.51 39.9 39.9 A5 C=120 0.00 0.0 0.0 322.80 0.023 11.51 0.3 39.9 Vel = 7.17 4.310 12.54 40.2 40.2 A6 C=120 0.00 0.0 0.0 322.80 0.023 12.54 0.3 40.2 Vel = 7.17 4.310 5.80 40.5 40.5 A7 C=120 0.00 0.0 0.0 322.80 0.023 5.80 0.1 40.5 Vel = 7.17 4.310 14.00 40.6 40.6 A8 C=120 0.00 0.0 0.0 322.80 0.023 14.00 0.3 40.6 Vel = 7.17 C1 4.310 C=120 322.80 0.023 8.70 ' 40.9 40.9 0.00 0.0 0.0 8.70 0.2 40.9 Vel = 7.17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 113 TO W (PRIMARY PATH) 4.310 2E 75.90 41.1 41.1 C2 C=120 27.87 0.0 0.0 322.80 0.023 103.77 2.4 41.1 Vel = 7.17 -155.21 4.310 1T 8.33 43.5 43.5 E4 C=120 27.87 0.0 0.0 See PATH 14 167.59 0.007 36.21 0.2 43.5 Vel = 3.72 -49.83 4.310 10.00 43.8 43.8 E3 C=120 0.00 0.0 0.0 See PATH 17 117.76 0.004 10.00 0.0 43.8 Vel = 2.61 -58.45 1.728 5E 149.33 43.8 43.8 E2 C=120 3T 62.09 0.0 0.0 See PATH 19 59.31 0.086 211.43 18.1 43.8 Vel = 8.19 58.45 4.310 7.50 61.9 61.9 H2 C=120 0.00 0.0 0.0 See PATH 19 117.76 0.004 7.50 0.0 61.9 Vel = 2.61 49.83 4.310 10.00 61.9 61.9 H3 C=120 0.00 0.0 0.0 See PATH 17 167.59 0.007 10.00 0.1 61.9 Vel = 3.72 77.46 4.310 10.00 62.0 62.0 H4 C=120 0.00 0.0 0.0 See PATH 15 245.05 0.014 10.00 0.1 62.0 Vel = 5.44 77.75 4.310 8E 28.16 62.1 62.1 H5 C=120 1T 186.76 -0.2 0.0 See PATH 14 322.80 0.023 2V 214.91 4.9 62.1 Vel = 7.17 TR3 4.310 3E 70.50 66.8 66.8 0=120 2T 114.28 13.1 0.0 322.80 0.023 1V 184.78 4.2 66.8 Vel = 7.17 D1 6.357 C=120 322.80 0.003 7.08 84.2 84.2 0.00 3.1 0.0 7.08 0.0 84.2 Vel = 3.29 B1 6.357 C=120 322.80 0.003 3.33 87.3 87.3 0.00 1.4 0.0 3.33 0.0 87.3 Vel = 3.29 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 113 TO W (PRIMARY PATH) F1 8.329 1E C=150 322.80 0.001 12.17 31.70 43.87 88.7 2.7 0.0 88.7 0.0 88.7 Vel = 1.92 W 322.80 91.4 K = 33.76 PATH 2 FROM HYDRAULIC REFERENCE 109 TO 320 109S 24.00 1.049 lE C=120 24.00 0.182 1.33 18.4 18.4 K = 5.60 5.00 -0.6 0.0 6.33 1.2 18.4 Vel = 9.00 1.049 1T 109 C=120 24.00 0.182 0.50 18.9 18.9 EqK = 5.51 5.00 0.0 0.0 5.50 1.0 18.9 Vel = 9.00 322 1.728 C=120 24.00 0.016 10.00 19.9 19.9 0.00 0.0 0.0 10.00 0.2 19.9 Vel = 3.32 321 24.09 1.728 C=120 48.09 0.058 1.00 20.1 20.1 0.00 0.0 0.0 See PATH 3 1.00 0.1 20.1 Vel = 6.64 320 48.09 20.2 K = 10.71 PATH 3 FROM HYDRAULIC REFERENCE 110 TO 321 1105 24.09 1.049 1E C=120 24.09 0.184 1.33 18.5 18.5 K = 5.60 5.00 -0.6 0.0 6.33 1.2 18.5 Vel = 9.03 1.049 1T 110 C=120 24.09 0.184 0.50 19.1 19.1 EqK = 5.51 5.00 0.0 0.0 5.50 1.0 19.1 Vel = 9.03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 321 24.09 20.1 K = 5.37 PATH 4 FROM HYDRAULIC REFERENCE 111 TO 319 111S 24.74 1.049 1E C=120 24.74 0.193 1.33 19.5 19.5 K = 5.60 5.00 -0.6 0.0 6.33 1.2 19.5 Vel = 9.27 111 1.049 1T C=120 24.74 0.193 0.50 20.2 20.2 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 20.2 Vel = 9.27 319 24.74 21.2 K = 5.37 PATH 5 FROM HYDRAULIC REFERENCE 101 TO A3 101S 24.81 1.049 1E C=120 24.81 0.194 1.33 19.6 19.6 K = 5.60 5.00 -0.6 0.0 6.33 1.2 19.6 Vel = 9.30 1.049 1T 101 C=120 24.81 0.194 0.50 20.3 20.3 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 20.3 Vel = 9.30 313 1.728 C=120 24.81 0.017 10.00 0.00 10.00 21.3 0.0 0.2 21.3 0.0 21.3 Vel = 3.43 312 24.90 1.728 C=120 49.71 0.062 10.01 0.00 10.01 21.5 0.0 0.6 21.5 0.0 21.5 See PATH 7 Vel = 6.87 311 25.25 1.728 C=120 74.96 0.132 9.99 22.1 22.1 0.00 0.0 0.0 See PATH 9 9.99 1.3 22.1 Vel = 10.36 25.98 1.728 1T 310 C=120 100.94 0.229 3.00 11.29 14.29 23.4 0.0 3.3 23.4 0.0 23.4 See PATH 12 Vel = 13.94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAI•SBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 101 TO A3 CONTINUED Al 2.703 9.33 26.7 26.7 C=120 0.00 0.0 0.0 100.94 0.026 9.33 0.2 26.7 Vel = 5.70 100.98 2.703 9.33 27.0 27.0 A2 C=120 0.00 0.0 0.0 See PATH 6 201.92 0.093 9.33 0.9 27.0 Vel = 11.40 A3 201.92 27.8 K = 38.28 PATH 6 FROM HYDRAULIC REFERENCE 105 TO A2 105S 24.82 1.049 lE C=120 24.82 0.194 1.33 19.6 19.6 K = 5.60 5.00 -0.6 0.0 6.33 1.2 19.6 Vel = 9.30 1.049 1T 105 C=120 24.82 0.194 1.61 20.3 20.3 EqK = 5.51 5.00 0.0 0.0 6.61 1.3 20.3 Vel = 9.30 317 1.728 C=120 24.82 0.017 10.00 0.00 10.00 21.6 0.0 0.2 21.6 0.0 21.6 Vel = 3.43 316 24.91 1.728 C=120 49.73 0.062 10.01 21.7 21.7 0.00 0.0 0.0 See PATH 8 10.01 0.6 21.7 Vel = 6.87 315 25.26 1.728 C=120 74.99 0.132 9.99 0.00 9.99 22.4 0.0 1.3 22.4 0.0 22.4 See PATH 10 Vel = 10.36 25.98 1.728 1T 314 C=120 100.98 0.229 3.00 11.29 14.29 23.7 0.0 3.3 23.7 0.0 23.7 See PATH 13 Vel = 13.95 A2 100.98 27.0 K = 19.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 102 TO 312 102S 24.90 1.049 lE C=120 24.90 0.195 1.33 19.8 19.8 K = 5.60 5.00 -0.6 0.0 6.33 1.2 19.8 Vel = 9.34 1.049 1T 102 C=120 24.90 0.195 0.50 20.4 20.4 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 20.4 Vel = 9.34 312 24.90 21.5 K = 5.37 PATH 8 FROM HYDRAULIC REFERENCE 106 TO 316 106S 24.91 1.049 1E C=120 24.91 0.195 1.33 19.8 19.8 K = 5.60 5.00 -0.6 0.0 6.33 1.2 19.8 Vel = 9.34 1.049 1T 106 C=120 24.91 0.195 1.61 20.5 20.5 EqK = 5.51 5.00 0.0 0.0 6.61 1.3 20.5 Vel = 9.34 316 24.91 21.7 K = 5.34 PATH 9 FROM HYDRAULIC REFERENCE 103 TO 311 103S 25.25 1.049 1E C=120 25.25 0.200 1.33 20.3 20.3 K = 5.60 5.00 -0.6 0.0 6.33 1.3 20.3 Vel = 9.47 1.049 1T 103 C=120 25.25 0.200 0.50 21.0 21.0 EqK = 5.51 5.00 0.0 0.0 5.50 1.1 21.0 Vel = 9.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 311 25.25 22.1 K = 5.37 PATH 10 FROM HYDRAULIC REFERENCE 107 TO 315 107S 25.26 1.049 1E C=120 25.26 0.200 1.33 20.3 20.3 K = 5.60 5.00 -0.6 0.0 6.33 1.3 20.3 Vel = 9.47 1.049 1T 107 C=120 25.26 0.200 1.61 21.0 21.0 EqK = 5.51 5.00 0.0 0.0 6.61 1.3 21.0 Vel = 9.47 315 25.26 22.4 K = 5.34 PATH 11 FROM HYDRAULIC REFERENCE 112 TO 318 112S 25.88 1.049 1E C=120 25.88 0.210 1.33 21.4 21.4 K = 5.60 5.00 -0.6 0.0 6.33 1.3 21.4 Vel = 9.70 1.049 1T 112 C=120 25.88 0.210 0.50 22.1 22.1 EqK = 5.50 5.00 0.0 0.0 5.50 1.2 22.1 Vel = 9.70 318 25.88 23.3 K = 5.37 PATH 12 FROM HYDRAULIC REFERENCE 104 TO 310 104S 25.98 1.049 1E C=120 25.98 0.211 1.33 21.5 21.5 K = 5.60 5.00 -0.6 0.0 6.33 1.3 21.5 Vel = 9.74 1.049 1T 104 C=120 25.98 0.211 0.50 22.3 22.3 EqK = 5.50 5.00 0.0 0.0 5.50 1.2 22.3 Vel = 9.74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 310 25.98 23.4 K = 5.37 PATH 13 FROM HYDRAULIC REFERENCE 108 TO 314 108S 25.98 1.049 1E C=120 25.98 0.211 1.33 21.5 21.5 K = 5.60 5.00 -0.6 0.0 6.33 1.3 21.5 Vel = 9.74 1.049 1T 108 C=120 25.98 0.211 1.61 22.3 22.3 EqK = 5.50 5.00 0.0 0.0 6.61 1.4 22.3 Vel = 9.74 314 25.98 23.7 K = 5.34 PATH 14 FROM HYDRAULIC REFERENCE E4 TO H5 155.21 4.310 1T 4.17 43.5 43.5 E4 C=120 27.87 0.0 0.0 See PATH 1 155.21 0.006 32.04 0.2 43.5 Vel = 3.45 -36.88 4.310 7.50 43.7 43.7 G4 C=120 0.00 0.0 0.0 See PATH 15 118.33 0.004 7.50 0.0 43.7 Vel = 2.63 - 46.09 4.310 22.71 43.7 43.7 G3 C=120 0.00 0.0 0.0 See PATH 16 72.24 0.001 22.71 0.0 43.7 Vel = 1.60 - 28.60 1.728 2E 17.59 43.8 43.8 G2 C=120 2T 33.87 -0.9 0.0 See PATH 18 43.63 0.048 51.46 2.5 43.8 Vel = 6.03 -20.15 1.728 2T 357 C=120 23.49 0.015 7.71 45.3 45.3 22.58 0.0 0.0 See PATH 20 30.29 0.5 45.3 Vel = 3.24 366 1.69 1.728 C=120 25.17 0.018 22.06 45.8 45.8 0.00 0.0 0.0 See PATH 22 22.06 0.4 45.8 Vel = 3.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION BS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 14 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE E4 TO H5 CONTINUED 415 1.728 C=120 25.17 0.018 16.00 46.2 46.2 0.00 0.0 0.0 16.00 0.3 46.2 Vel = 3.48 405 1.728 C=120 25.17 0.018 13.54 46.5 46.5 0.00 0.0 0.0 13.54 0.2 46.5 Vel = 3.48 406 1.728 C=120 25.17 0.018 12.25 0.00 12.25 46.7 0.0 0.2 46.7 0.0 46.7 Vel = 3.48 14.31 1.728 1T 364 C=120 39.48 0.040 31.47 46.9 46.9 11.29 0.0 0.0 See PATH 21 42.76 1.7 46.9 Vel = 5.45 365 48.75 1.728 C=120 88.23 0.178 17.50 48.6 48.6 0.00 0.0 0.0 See PATH 18 17.50 3.1 48.6 Vel = 12.19 -10.48 1.728 3T 354 C=120 77.75 0.141 32.93 33.87 66.80 51.8 0.9 9.4 51.8 0.0 51.8 See PATH 24 Vel = 10.74 H5 77.75 62.1 K = 9.86 PATH 15 FROM HYDRAULIC REFERENCE G4 TO H4 36.88 1.728 5E 84.94 43.7 43.7 G4 C=120 1T 39.51 -0.9 0.0 See PATH 14 36.88 0.036 124.45 4.4 43.7 Vel = 5.09 30.10 1.728 1T 362 C=120 66.98 0.107 31.47 47.2 47.2 11.29 0.0 0.0 See PATH 16 42.76 4.6 47.2 Vel = 9.25 10.48 1.728 1E 353 C=120 2T 77.46 0.140 37.93 28.22 66.15 51.8 0.9 9.3 51.8 0.0 51.8 See PATH 24 Vel = 10.70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAI3BECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 15 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn H4 77.46 62.0 K = 9.84 PATH 16 FROM HYDRAULIC REFERENCE G3 TO 362 46.09 1.728 2E 17.59 43.7 43.7 G3 C=120 2T 33.87 -0.9 0.0 See PATH 14 46.09 0.054 51.46 2.8 43.7 Vel = 6.37 -22.43 1.728 1T 360 C=120 23.66 0.016 63.85 11.29 75.14 45.6 0.0 1.2 45.6 0.0 45.6 See PATH 21 Vel = 3.27 6.44 1.728 1T 361 C=120 30.10 0.024 7.50 11.29 18.79 46.7 0.0 0.5 46.7 0.0 46.7 See PATH 23 Vel = 4.16 362 30.10 47.2 K = 4.38 PATH 17 FROM HYDRAULIC REFERENCE E3 TO H3 49.83 1.728 10E 168.63 43.8 43.8 E3 C=120 6T 124.19 0.0 0.0 See PATH 1 49.83 0.062 292.81 18.1 43.8 Vel = 6.88 H3 49.83 61.9 K = 6.33 PATH 18 FROM HYDRAULIC REFERENCE G2 TO 365 28.60 4.310 10.00 43.8 43.8 G2 C=120 0.00 0.0 0.0 See PATH 14 28.60 0.000 10.00 0.0 43.8 Vel = 0.64 G1 1.728 2E C=120 2T 28.60 0.022 39.65 43.8 43.8 33.87 -0.9 0.0 73.52 1.6 43.8 Vel = 3.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 16 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE G2 TO 365 CONTINUED 412 1.728 C=120 28.60 0.022 14.00 0.00 14.00 44.5 0.0 0.3 44.5 0.0 44.5 Vel = 3.95 413 1.728 C=120 28.60 0.022 15.54 0.00 15.54 44.8 0.0 0.3 44.8 0.0 44.8 Vel = 3.95 1.728 1T 414 C=120 28.60 0.022 53.72 11.29 65.01 45.1 0.0 1.4 45.1 0.0 45.1 Vel = 3.95 20.15 1.728 4E 356 C=120 48.75 0.060 12.21 46.6 46.6 22.58 0.0 0.0 See PATH 20 34.79 2.1 46.6 Vel = 6.73 365 48.75 48.6 K = 6.99 PATH 19 FROM HYDRAULIC REFERENCE E2 TO H2 58.45 4.310 7.50 43.8 43.8 E2 C=120 0.00 0.0 0.0 See PATH 1 58.45 0.001 7.50 0.0 43.8 Vel = 1.30 El 1.728 4E 149.33 43.8 43.8 C=120 4T 67.74 0.0 0.0 58.45 0.083 217.07 18.1 43.8 Vel = 8.07 H1 4.310 C=120 58.45 0.001 7.50 61.9 61.9 0.00 0.0 0.0 7.50 0.0 61.9 Vel = 1.30 H2 58.45 61.9 K = 7.43 PATH 20 FROM HYDRAULIC REFERENCE 357 TO 356 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAI.f.7BECK AVIATION RS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 17 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 20 FROM HYDRAULIC REFERENCE 357 TO 356 CONTINUED 20.15 1.728 1T 357 C=120 20.15 0.012 95.32 45.3 45.3 11.29 0.0 0.0 See PATH 14 106.61 1.2 45.3 Vel = 2.78 356 20.15 46.6 K = 2.95 PATH 21 FROM HYDRAULIC REFERENCE 360 TO 364 22.43 1.728 1T 360 C=120 22.43 0.014 5.00 11.29 16.29 45.6 0.0 0.2 45.6 0.0 45.6 See PATH 16 Vel = 3.10 -1.69 1.728 1T 367 C=120 20.75 0.012 63.85 11.29 75.14 45.8 0.0 0.9 45.8 0.0 45.8 See PATH 22 Vel = 2.87 -6.44 1.728 2T 363 C=120 14.31 0.006 10.00 46.7 46.7 22.58 0.0 0.0 See PATH 23 32.58 0.2 46.7 Vel = 1.98 364 14.31 46.9 K = 2.09 PATH 22 FROM HYDRAULIC REFERENCE 367 TO 366 1.69 1.728 1T 367 C=120 1.69 0.000 10.00 11.29 21.29 45.8 0.0 0.0 45.8 0.0 45.8 See PATH 21 Vel = 0.23 366 1.69 45.8 K = 0.25 PATH 23 FROM HYDRAULIC REFERENCE 363 TO 361 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS 3RD FLR Drawing Date:10/21/2011 9/ 3/12 11:21 Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 23 FROM HYDRAULIC REFERENCE 363 TO 361 CONTINUED 6.44 1.728 1T 5.00 46.7 46.7 363 C=120 11.29 0.0 0.0 See PATH 21 6.44 0.001 16.29 0.0 46.7 Vel = 0.89 361 6.44 46.7 K = 0.94 PATH 24 FROM HYDRAULIC REFERENCE 354 TO 353 354 10.48 1.728 C=120 10.48 0.003 5.00 51.8 51.8 0.00 0.0 0.0 See PATH 14 5.00 0.0 51.8 Vel = 1.45 353 10.48 51.8 K = 1.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RA'ISBECK AVIATION HS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET RAISBECK AVIATION HS STAND PIPE 9229 MARGINAL WAY S. TUKWILA, WA 98108 10/21/2011 FIRESTOP COMPANY 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED NON-COMBUSTIBLE Occupancy:EDUCATIONAL Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 9 Telephone:(360) 718-8604 SYSTEM DESIGN Code:NFPA 14 Hazard:CLASS I System Type:WET Area of Sprinkler Oper. Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside sq ftl 1.000 250.0 sq ftl 0 gpm I 0 gpm I Sprinkler or Nozzle Make: Pot -Rom Model: 4065 K-Factor:28.67 Temperature Rating: 0 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 500.0 psi Required: 113.8 @ Source WATER SUPPLY Water Flow Test Date of Test 10/27/11 Static Pressure 120.0 psi Residual Pres 110.0 psi At a Flow of 8000 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: CITY OF TUKWILA WATER DEPT SYSTEM VOLUME 1154 Gallons Notes: RAISBECK AVIATION HS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 9 500 3 6" Grvd Butterfly Valve CSC "BFV" 30' 120 6.065 500 0.3 2 6" Grvd 90 Ell Fire Lock 28' 120 6.065 500 0.3 10 6" Grvd 45 Ell Fire Lock 70' 120 6.065 500 0.7 3 4" Flngd Gate Valve Kennedy "3068" 6' 120 4.026 500 0.4 6 4" Grvd 90 Ell Fire Lock 60' 120 4.026 500 4.4 1 6" Grvd Other Valve CSC "513" RM - 1' 120 6.065 500 0.0 1 6" Grvd Butterfly Valve GruvLOK 8' 120 6.065 500 0.1 104.9 psi Hydr Ref FF Required at FIRST FLANGE 500 111.2 psi 1 Pipe 8" C9 PACIFIC C900 UG 109' 150 8.280 500 0.2 1 8" MJ 90 Ell 18' 120 8.071 500 0.0 1 8" x 6" MJ Reducer 0' 120 8.071 500 0.0 Hydr Ref R1 Required at VAULT 500 111.4 psi 1 6" Flngd Gate Valve PIV 3' 120 6.065 500 0.0 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 500 1.7 Hydr Ref BFP Required at BFP 500 113.1 psi 1 6" MJ Tee 30' 120 6.065 500 0.3 1 10" x 6" MJ Reducer 0' 120 10.140 500 0.0 1 10" MJ 90 Ell 22' 120 10.140 500 0.0 1 Pipe 10" C9 PACIFIC C900 UG 99' 150 10.150 500 0.1 1 10" Flngd Gate Valve 5' 120 10.140 500 0.0 1 10" MJ Tee 50' 120 10.140 500 0.0 Hydr Ref UG1 Required at POC 500 113.5 psi 1 Pipe 10" C9 PACIFIC C900 UG 524' 150 10.150 500 0.3 2 10" MJ 45 E11 22' 120 10.140 500 0.0 1 10" MJ 90 Ell 22' 120 10.140 500 0.0 1 10" Flngd Gate Valve Kennedy "4068A 5' 120 10.140 500 0.0 1 10" MJ Tee 50' 120 10.140 500 0.0 Hydr Ref SRC Required at Source 500 113.8 psi Water Source120.0 psi static,110.0 psi residual @ 8000 gpm 500 gpm 119.9 psi SAFETY PRESSURE 6.1 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 113.8 psi This is a safety margin of 6.1 psi or 5 % of Supply Maximum Water Velocity is 16.9 fps N O O 0 O co O O O 0 N 0 ilW 0 0 0 0 A 0 0 0 M 0 0 0 0) 0 0 0 V 0 0 0 0 0 c 0 0 0 0 0 0 0 m CND 3 �— oKm � or -1 o>z Cn = z 0 -71v m 05 0w v,a acp. m 00 coca 33 0 0 ca 73 3 RAISBECK AVIATION BS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RAISBECK AVIATION ES STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K -FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^)) (PSI) (GPM) (GPM) (GPM/SQ.FT) A5 12.08 A6 12.08 B5 1.67 Cl 53.58 D1 45.29 E1 12.08 HV1 48.00 HV2 48.00 Fl 5.00 S2 12.08 S11 48.00 S12 48.00 S13 48.00 S14 45.29 S15 45.29 S16 45.29 S17 45.29 S18 49.50 W 0.00 28.67 28.67 98.7 98.8 104.1 77.4 80.6 99.5 76.0 76.0 102.7 96.3 78.9 78.9 79.0 80.6 80.9 81.4 81.0 79.3 104.9 250.0 250.0 Max velocity of 16.92 occurs in the pipe from HV2 TO S12 250.0 1.00 250.0 1.00 RAISBECK AVIATION HS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE HV2 TO W (PRIMARY PATH) HV2 250.00 2.469 1T C=120 250.00 0.215 1.17 76.0 76.0 K = 28.67 12.00 0.0 0.0 13.17 2.8 76.0 Vel = 16.92 6.357 1T S12 C=120 250.00 0.002 0.67 78.9 78.9 37.72 0.0 0.0 38.39 0.1 78.9 Vel = 2.55 250.00 6.357 2E S13 C=120 500.00 0.008 27.71 35.21 62.92 79.0 1.2 0.5 79.0 0.0 79.0 See PATH 2 Vel = 5.10 -127.23 6.357 lE S14 C=120 2F 372.77 0.005 21.59 35.21 56.79 80.6 0.0 0.3 80.6 0.0 80.6 See PATH 3 Vel = 3.81 -89.08 6.357 lE 136.84 80.9 80.9 S15 C=120 1T 55.32 0.0 0.0 See PATH 4 283.69 0.003 192.17 0.5 80.9 Vel = 2.90 4.310 3E 71.91 81.4 81.4 S16 C=120 1T 86.41 14.4 0.0 283.69 0.018 1V 158.32 2.9 81.4 Vel = 6.30 6.357 1T 0.63 98.7 98.7 A5 C=120 37.72 0.0 0.0 283.69 0.003 38.35 0.1 98.7 Vel = 2.90 216.31 4.310 lE 1.00 98.8 98.8 A6 C=120 13.94 0.0 0.0 See PATH 3 500.00 0.052 14.94 0.8 98.8 Vel = 11.10 El 6.357 C=120 500.00 0.008 7.08 0.00 7.08 99.5 3.1 0.1 99.5 0.0 99.5 Vel = 5.10 F1 6.357 C=120 500.00 0.008 3.33 102.7 102.7 0.00 1.4 0.0 3.33 0.0 102.7 Vel = 5.10 8.329 lE 7.67 104.1 104.1 B5 C=150 31.70 0.7 0.0 500.00 0.001 39.37 0.1 104.1 Vel = 2.97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn W 500.00 104.9 K = 48.81 PATH 2 FROM HYDRAULIC REFERENCE HV1 TO S13 HV1 250.00 2.469 1T C=120 250.00 0.215 1.17 76.0 76.0 K = 28.67 12.00 0.0 0.0 13.17 2.8 76.0 Vel = 16.92 S1l 6.357 1T C=120 250.00 0.002 0.67 37.72 38.39 78.9 0.0 0.1 78.9 0.0 78.9 Vel = 2.55 S13 250.00 79.0 K = 28.13 PATH 3 FROM HYDRAULIC REFERENCE S14 TO A6 127.23 6.357 1T S14 C=120 127.23 0.001 8.20 80.6 80.6 37.72 0.0 0.0 See PATH 1 45.92 0.0 80.6 Vel = 1.30 D1 4.310 8E 111.06 80.6 80.6 C=120 2T 183.97 14.4 0.0 127.23 0.004 1V 295.02 1.2 80.6 Vel = 2.83 89.08 4.310 3E 159.47 96.3 96.3 S2 C=120 1T 69.68 0.0 0.0 See PATH 4 216.31 0.011 229.16 2.5 96.3 Vel = 4.80 A6 216.31 98.8 K = 21.76 PATH 4 FROM HYDRAULIC REFERENCE S15 TO S2 89.08 6.357 3E 166.39 80.9 80.9 S15 C=120 1T 108.13 0.0 0.0 See PATH 1 89.08 0.000 2F 274.52 0.1 80.9 Vel = 0.91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) RAISBECK AVIATION HS STAND PIPE Drawing Date:10/21/2011 9/20/13 12:27 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE S15 TO S2 CONTINUED 6.357 1E S17 C=120 89.08 0.000 8.29 17.60 25.89 81.0 -3.6 0.0 81.0 0.0 81.0 Vel = 0.91 C1 4.310 4E C=120 89.08 0.002 26.32 55.75 82.07 77.4 1.8 0.2 77.4 0.0 77.4 Vel = 1.98 4.310 5E 221.32 79.3 79.3 S18 C=120 1T 114.28 16.2 0.0 89.08 0.002 1V 335.60 0.7 79.3 Vel = 1.98 S2 89.08 96.3 K = 9.08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) FLOW TEST INFORMATION STATIC: RESIDUAL FLOW: SUPPLY: 120 PSI 110 PSI 8000 GPM CITY WATER CITY OF TUKWILA WATER DEPT DATE TEST TAKEN: 10/27/11 UNDERGROUND: 10" CIRCULATING ORIFICE: 4" Q STAND PiPE / FLOOR CONTROL ASSEMBLY KEY: e 0 r0 0 0 0 4° FROM STAND PIPE FEED FLEXIBLE GRVD COUPLING LATERAL SIUAY BRACE PER NR'A 13 4° GR V 13FLY vALVE - ELECTRICALLY SUPERVISED NORMALLY OPEN 4" G VP CHECK VALVE 4" GRVD RISER MANIOLFD - EE DETAIL RECESSED FLOOR CONTROL CABINET - MN 30 X 40 FROVIPEP FRY Oi1-1E1 AWAY SWAY BRACE PER WPA 13 4" TO FLOOR UET SYSTEM • ELEC'T'RICAL BY OTHERS TO J TYCO SYSTEM -1 RISER MANIFOLD W/: , O DRAIN AND TEST FLOW SWITCH PRESSURE GAUGE `U SIGNS ON BODY ) PRESSURE RELIEF VALVE O 4 4> 4> TO DRAIN TYCO MODEL 513 RISER. MANIFOLD DETAIL NTS S 92ND PLACE APPROX. 524"± 10" C900 CiTY 1 (LF) RAISBECK AVIATION HIGH SCHOOL TO BE FULLY SPRINKLED AS PER NFPA 13, 2010, AND ALL STATE AND LOCAL CODES AND ORDINANCES APPROX. 86,357 SQ. FT. L SEE SITE PLAN FPI FGtz LOCATION G4 NOTE FLOC AND ALM SELL/HORN CI • NEM Mt ® RISER KEYED NOTES FLOOR / LANDING O 0 4 0 0 4 0 0 • Q► • •• 0 0 0 r /Gy/776'• /fff•D/lff// O O 0 0 FLOOR CONTROL VALVE ASSEMBLY AND CABINET 3/891'-0' 00000 \ AS PER NFPA 13 FIGURE A.10.4.1 THE DEPTH OF COVER FOR BURIED PIPE, SHALL NOT BE LESS THAN 42" TO THE TOP OF THE PIPE, BELOW ma: FINISHED GRADE. ALL BURLED U.G. PIPING TO MEET THE REQUIREMENTS OF NFPA 13 10.1 THRU 10.2.5, AND LOCAL AUTHORITIES. \ SiTE PLAN KEY NOTES: FIRESTOP COMPANY POINT-OF-CONECTION AT FIVE FEET OUT 8" UG FIRE SUPPLY - BY OTHERS 8" X 6" REDUCER - BY OTHERS 6" YARD POST INDICATOR VALVE - BY OTHERS 6" DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW IN BURIED VAULT - BY OTHERS ' RELMOTE POST TYPE 2'-1/2 C W/ 6" CHECK VALVE IN FDC LINE - BY OTHERS 10" 120V ALARM BELL 10" X 6" REDUCER - BY OTHERS NEW FIRE HYDRANT VI/ (2) 2-1/2" HYDRANT OUTLETS AND (1) " BY OTHERS 5" 5 4 — \ EXISTING 8" SHUT–OFF VALVE IN ROAD BOX 11 EXISTING FIRE HYDRANT W/ (2) 2-1/2" HYDRANT OUTLETS AND (1)4—P""'°'"° .e -,-,Q BY OTHERS S" 5 fov2 EfEXISTING 10" SHUT–OFF VALVE 11 ROAD BOX EXISTING 18" SHUT-OFF VALVE IN ROAD BOX EARTHQUAKE AND SWAY BRACE:PO4NT-0E—ATTACHMENT FIGURES METHOD OF ATTACHMENT: STEEL d1Z 440 LB SPLAY FARE M - UNE RESTRA94T PER NEPA 13,1294 ARTP ERZ 2 =ES • METHOD L,aRE SHALL BE PLACID NO MORE THAN 2'-0• FROM. A HANDER. THAT HANGER MUST BE THE TYPE THAT RESISTS UPWARD MOMENT. ALTERNATE "A"- SPLAYED SEISMIC BRACING WIRE DETAIL #12`x SYMBOL METHOD OF ATTACHMENT: CONCRETE 3/9• x POSERS SNARE+ TROP—N ANCHOR, 3/FrA.T. ROD. TELCO WQ. 14 (2 RE .) SEE BEAM BRACKET W/ 3/$• x iV W.tT & NiJT- (2 =OARED) TOMO FM 200 AMUSE.= RING mum, ALTERNATE "A"– BRACING WITH ALL THREAD ROD DETAIL sem STRAP ,• 140E rLCNOx 12 QA. ONLY. METHOD OF ATTACHMENT: STEEL DECK IF4SU.ATION OYER / w. 02, 440 LB SWAY 1MRE FOR LRE =MAW PER FOPA 13, 1984 YRRAP UNE 2 T",ES (2) 1oc SCRENS YARE SHALL BE PLACE NO MORE THAN 2'-0' FROM A HANGER. THAT HANGER MUST BE THE TYPE THAT RESISTS UPWARD MOVEMENT. ALTERNATE "A"- SPLAYED SEISMIC BRACING WiRE DETAIL 4 TNRIERS VINO 11/t l TIRJ :r iRA".Q' L,6 IN SIAM CM (1144.014.OM) DELI L A— SPLAYED SEISMIC BRACING PARE ATTR Hl9ENT INSTALL ON LINES WHEN THEY ARE SUPPORTED WiTH RODS LONGER THAN 0'-6' MX SPACINGFOR STEEL BRA}1 1I UNE RESiRIAINTS PIPE (IN) Cp < 0.50 Cp > 0.05 Cp < 0.71 Cp >0.71 1 43: 36, } FASTENER BRACE 114 } FASTENER --------..BRACE 39' } FASTENER BRACE FIGURE LOAD FASTENER HORIZONTAL OF STRUCTURAL B PERPENDICULAR TO UNDERSIDE MEMBER FIGURE LOAD PERPENDICULAR FASTENER HORIZONTAL OF STRUCTURAL A TO UNDERSIDE MEMBER LOAD FASTENER HORIZONTAL OF STRUCTURAL FIGURE C PERPENDICULAR TO UNDERSIDE MEMBER MINIMUM 1/2 DEPTH OF BEAU BUT NOT <3 1N. FOR WOOD BEAUS MINIMUM 1/2 DEPTH OF BEAM BUT NOT <3 IN. FOR WOOD BEANS MINIMUM 1/2 DEPTH OF BEAM BUT NOT <3 IN. FOR WOOD BEAMS L'- U: OCCUPANCY15A 15' X 15' SPACING 1;;' X .75 = 11'3" j / i WALL41/4- M.m •3~ M`IFASTENEN I BRACE — A > (D„8") +. B OBSTRUCTION } FASTENERt, \BCE § !FASTENER } .."`\.BRACE FASTENER OF FIGURE F LOAD PERPENDICULAR VERTICAL TO SIDE STRUCTURAL MEMBER FIGURE LOAD PERPENDICULAR FASTENER VERTICAL OF STRUCTURAL D TO SIDE MEMBER FiGURE LOAD FASTENER OF STRUCTURAL E PERPENDICULAR VERTICAL TO SIDE MEMBER NFPA A A• > (21.5-8") + 12_ D<21-1/2" A > 25-1/2” 13 8.6.5.1.2(0 SSU/SSP i FASTENER ----N....MACE NTS 1 FASTENER �I FASTENER �BRACEBRACE FIGURE LOAD FASTENER OF STRUCTURAL 11 PARALLEL INTO FACE MEMBER OF FiGURE I LOAD PARALLEL FASTENER INTO FACE STRUCTURAL MEMBER FIGURE LOAD PARALLEL FASTENER OF STRUCTURAL G INTO FACE MEMBER METHOD OF ATTACHMENT: STEEL d1Z 440 LB SPLAY FARE M - UNE RESTRA94T PER NEPA 13,1294 ARTP ERZ 2 =ES • METHOD L,aRE SHALL BE PLACID NO MORE THAN 2'-0• FROM. A HANDER. THAT HANGER MUST BE THE TYPE THAT RESISTS UPWARD MOMENT. ALTERNATE "A"- SPLAYED SEISMIC BRACING WIRE DETAIL #12`x SYMBOL METHOD OF ATTACHMENT: CONCRETE 3/9• x POSERS SNARE+ TROP—N ANCHOR, 3/FrA.T. ROD. TELCO WQ. 14 (2 RE .) SEE BEAM BRACKET W/ 3/$• x iV W.tT & NiJT- (2 =OARED) TOMO FM 200 AMUSE.= RING mum, ALTERNATE "A"– BRACING WITH ALL THREAD ROD DETAIL sem STRAP ,• 140E rLCNOx 12 QA. ONLY. METHOD OF ATTACHMENT: STEEL DECK IF4SU.ATION OYER / w. 02, 440 LB SWAY 1MRE FOR LRE =MAW PER FOPA 13, 1984 YRRAP UNE 2 T",ES (2) 1oc SCRENS YARE SHALL BE PLACE NO MORE THAN 2'-0' FROM A HANGER. THAT HANGER MUST BE THE TYPE THAT RESISTS UPWARD MOVEMENT. ALTERNATE "A"- SPLAYED SEISMIC BRACING WiRE DETAIL 4 TNRIERS VINO 11/t l TIRJ :r iRA".Q' L,6 IN SIAM CM (1144.014.OM) DELI L A— SPLAYED SEISMIC BRACING PARE ATTR Hl9ENT INSTALL ON LINES WHEN THEY ARE SUPPORTED WiTH RODS LONGER THAN 0'-6' MX SPACINGFOR STEEL BRA}1 1I UNE RESiRIAINTS PIPE (IN) Cp < 0.50 Cp > 0.05 Cp < 0.71 Cp >0.71 1 43: 36, 26. 114 46 39' 27 1 1/2 49- 41 29 2 53 45 31 d owe 6e .1, 541540a tilt /off K,„4 tty • 0 0 Without Comments As Noted in Red Per The Attached Letter 0 0 0 STAND PIPE / FLOOR CONTROL ASSEMBLY KEY: RECE55ED 1-105E VALVE CABINET - HIN 13 X la PROVIDED BY 011 - ERS 2-1/2" HOSE vALvl= ,r •- ' 1Ot)4v) Got. C tf 2-1/2° SCH 40 X 0-4 GRV X TWO NIPPLE LATERAL SWAY BRACE PER *PA 13 FLEXIBLE GRVD COUPLING 2-1/2" BACK TO STAND PIPE 8" F1 41 CITY WATER SUPPLY - BY OTHERS TH1 JST BLOCK SIZED N ACCORDANCE W/ NFPA 13 8" A -MES IN -BUILD RISER 5LEE1E AT FLOOR SLAB W/ 2" CLEAR SPACE 8 X 6 GRVD REDUCER 6' GRAD FLU8I4iNG TEE NORiIALLY CAPPED MAiN DRAIN PiPli AND TIE-IN 3" GRVD MY VALVE - ELECTRICALLY SUPERVISED NORMALLY OPEN 3' GRVD CHECK VALVE 3" TYCO MODEL 8131 ISER MANiFLOD - SEE DETAIL 6° GRVD BFLY VALVE - ELECTRICALLY SUPERVISED NORMALLY OPEN 6" TYCO MODEL 513 RISER MANIFLOD - SEE DETAIL HYDRAULIC ll FOR"iATIChN PLACARD FLEXIBLE COUFLN' AT TOP AND BOTTOM OF RISER 3° 6CH 1(DYNAFLOW) To 1ST FLOOR WET SYSTEM 6° SCH IO TO STAND PIPE SYSTEM 4 WAY SWAY BRACE PER NFPA 13 SPRINKLER HEAD CABINET W/ MIN 24 SPAM I -READS ALL ELECTRICAL WIRIt4G 15Y OTI4EER5 51015 A5 REWIRED I•_- 11N olt,411 40 4f, ptc/wkat 41) Sq 4,141 StWe� 4(pear/AWL( Sizkil 4.0 h4.41e SITE PLAN SCALE — 1" = 40'_O" 40 0 20 40 80 CCC Com stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test c:22 �F e1. SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: Flexible Couplings Shall be Installed as Follows: Listed fiexibis pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping 2 1/2 in. or larger to move differentially with the individual sections of the building to which it is attached. Couplings shall be arranged to coincide with structural separations within a building. The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3 (1) thru (6). INSTALLATION NOTES: 1) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWIlfc, DEVIATION FROM PLAN LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES ON THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. 2) IT IS ACCE,iABLE TO USE BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE CALCULATED. 1,E. BRACE ANGLE B (4.7-591 WAS CALCULATED. IT 15 OK TO USE ANGLE C (60' - 90'), BUT ANGLE A (30' 441 CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. 3) SEE CALL"'' ATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. NOTE: PER NFPA 13 9.3.5.3.5 AND 9.3.5.4.2. 1) LATERAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE PiPING BEING LONGITUDINALLY BRACED. 2) LONGITUDINAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE PIPING BEING LATERALLY BRACED. NFPA OBSTRUCTION DETAILS REVIEW STAMPS GENERAL CONTRACTOR These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance w1�th current City standards. Acceptance is subject to errors and omissions which do not authorize vioiations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the dam -signer. Additions, deletions or revisions to these drawings after this date will void this acceptance and w14i require a resubmittal of revised drawings for subsw..° nt approval. Final acceptance is subject to field testi and inspection by The Tukwila Fire Prevention Bureau. Date: '•- (-I By: /41^-1 5 1 VARIES 3'6" ,AFF BY SITE UTILITY BY FiRESTOP CONTRACTOR COMPANY TUKWILA FiP`a DEPARTMENT Please call 205-573-4407 and give this Fire Perinit No. and exact addcess for shut- down or restarstion aper SUILDiNG SECTION KEY: Qi I3PANCI-1 LINE W/ SSP DOU.N AND 5511 UP BRANCi-1 LINE ROUTED THROUGH PRE -FAB I-10LE • 4" STAND PIPE FEED MAIN • 3" OR 4" WET SYSTEM FEED MAIN • BRANCH LiNE W/ 55P DCS 1 I AND SSU UP • BRANCH LINE W/ DRY 551'' DOWN AND SSU UP BRANCH LINE PIPE ROUTED THROUGH INSULATED "ENVELOPE." IPER ARCHITECTURAL BRANCH LINE W/ 551.1 ON ,N SPRIG BRANCH LINE W/ EC 014 aaer ON DROP 1-ISW IN SKYLIGHT SHAFT PER ARCHITECTURAL DETAIL CONCEALED SSP IN HIGH CEILING PER ARCHITECTURAL BRANCH LINE UJ/ SSU DIRECTLY ATTACHED 0 0 0 0 PORTER BORTHERS CONST 9m Meridian- Avenue East Edgewood, Yea 98371-1032 Phone: (253) 927-2822 ARCHITECT BASSETT' ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA 98104 206-340-9500 A/S AUTO SPRINKLER ACE ELEC. AIR COMPRESSOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ANTIFREEZE SYSTEM - BBD BELOW BOTTOM, OF DECK BBJ BELOW BOTTOM OF JOIST BBV BUTTERBALL VALVE BFP BACKFLOW PREVEF. BFV BUTTERFLY VALVE CV CHECK VALVE DLS DELUGE SYSTEM. Dn DOWN PIPING SOURCt ABBREVIATIONS ISSUES & REVISIONS FLOOR. / LANDINCG 2-1/2" STAND PIPE HOSE VALVE ASSEMBLY AND CABINET 3/8"-i'-0' A.7 A,6 O NOTE: U.G. TO BE FLUSHED AND HYDROSTATICALLY TESTED AS PER NFPA 13 AND LOCAL CODES PRIOR TO CONNECTION TO SPRINKLER SYSTEM • . it e I T I' -a MECHANICAL PENTHOUSE RISER DETAIL 3/8"=1'-0" 45' – 0' LEVEL 3 30'-0' LEVEL 2 15'..;= 0' LEVEL 1 0' GENERAL NOTES: ESQ ()FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2010 ® ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ® ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ® ALL INSULATING OF FiRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. s EARTHQUAKE AND SWAY BRACING TO BE AS PER NFPA 13. FOR SWAY BRACING LOADS AND CONFIGURATIONS, SEE SWAY BRACING CALCULATIONS ATTACHED TO HYDRAULIC CALCULATIONS AND SWAY BRACING DETAILS ON FIRE SPRINKLER DRAWINGS. ()LATERAL SWAY BRACES ARE REQUIRED ON ALL FEED AND CROSS MAINS, REGARDLESS OF SIZE• LATERAL SWAY BRACES ARE REQUIRED ON DRANCHLINES 2-1/2" AND LARGER. BRACES ARE NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6". AS PER NFPA 13 9.3.5.3.7. ® ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A FABRICATION SHOP PER NFPA STANDARDS. ()SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. 10 UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATICALLY TESTED AT 200 PSI FOR 2 HOURS. 0 ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 12 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME. DOMESTIC PIPE AND FITTING MATERIAL REQUIRED. 10-0 SPRINKLER HEADS ARE CENTER UNE OF CEILING 11LE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 17O ELEVATION OF PIPE SHOWN AS [0-0] IS FROM ABOVE FINISHED FLOOR FLOOR AND ELEVATIONS SHOWN AS [0-0 bts] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. 1s PIPING: STEEL PiPING CONFORMING TO NFPA 13, ASTM A135 AND / OR ASTM A795. 2" AND LARGER MAIN PiPING: SCH 7 - DYNAFLOW GROOVED ENDS WITH WELDED OUTLETS. 1-1/4" AND LARGER BRANCH UNE PIPING: GRID & TREE SCH 7-DYNAFLOW:- GROOVED ENDS WITH WELDED OUTLETS. BRANCH UNE PIPING, ARMOVERS, DROPS AND SPRIGS: SCH. 40 - THREADED ENDS WITH THREADED OR WELDED OUTLETS. 19 SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR STORAGE. AS PER NFPA 13 8.6.3.2.4. 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT POSITION BELOW A CEIUNG SHALL BE SUPPORTED BY A HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN 12" NFPA 13 9.2.3.4.3.1 & 2, AND BRANCH LINES SUPPORTING PENDENT SPRINKLERS BELOW CEIUNG SHALL NOT HAVE UNSUPPORTED ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. not used not used not used a) 1/8"=1'-0" OCCUPANCY USE OF BUILDING: OCCUPANCY: GROUP E CONSTRUCTION TYPE: TYPE 1 - B GOVERNING CODES: IBC / IFC (2006) DPS DRY PIPE SYSTEM LB LATERAL BRACE EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL: BRACE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 FGC FLEX GRV COUPLING 0H2 ORDINARY HAZARD GP 2 FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION - GL GALVANIZED PIPE PRS PREACTION SYSTEM GLV GLOBE VALVE -RB RISER BRACE GV GATE VALVE Rn RISER NIPPLE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER HPS HIGH PILED STORAGE STP STANDPIPE RISER IN HOSE VALVE Up UP PIPING (To SOURCE) it INSPECTOR'S TEST ASSY WPS WET PiPE SYSTEM DESCRIPTION DRAWING TITLE: DRAWN BY: B KNIGHT SITE PLAN, SECTIONS RISER & MISC. DETAILS CHECKED BY: R COLE FOR PERMIT / INSTALL AUT! 'JiTIC FIR P °TECTI 3213 65TH STREET, SPACE VANCOUVER, WA. 98663 LICENSE OR/ 183279 WA/ FIRESCL9220H P 360-718-8604 F 360.718-8603 APPROVAL. TUKWiLA FIRE DEPT. PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SCALE AS NOTED PROJECT NO:. 11-150 SPKR ON SHEET: 0 PROJECT ADDRESS: SPKR ON' JOB: 1472 9229 E. MARGINAL WAY S. TUKWILA, WA 98108 DRAWING NO: FP 1 OF 6 NFPA 13 TABLE 8.6.5.1.2 POSITIONING SPRINKLERS TO AVOID NFPA 13 TABLE 8.8.5.1.2 POSITIONING SPRINKLERS TO AVOID OBSTRUCTION TO DISCHARGE (SSU / SSP) OBSTRUCTION TO DISCHARGE (EC SSU / SSP) MAX ALLOWABLE DIST MAX ALLOWABLE DIST DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM TO SIDE OF OBSTRUCTION (A) OF OBSTRUCTION (B) TO SIDE OF OBSTRUCTION (A) OF OBSTRUCTION (B) < 110" 0" < 1'0" 0" 1'0" TO < 1'6" 2 1/2" 1'0" TO < 1'6" 0" 1'6" TO < 2'0" 3 1/2" 1'6" TO < 2'0" 1' 2'0" TO < 2'6" 5 1/2" 2'0" TO < 2'6" 1" 2'6' TO < 3'0" 7 1/2" 2'6" TO < 3'0" 1" / 3'0" TO < 3'6" 9 1/2" 3'0" TO < 3'6" 3" 3'6" TO < 4'0" 12" 3'6" TO < 4'0" 3" 4'0" TO < 4'6" 14" 4'0" TO < 4'6" 5" ---11,- ® 4'6" TO < 5'0" 16 1/2 4'6" TO < 5'0" 7" 5'0'TO<5'6" 18" 5'O"TO<5'6" 7" 5'6" TO < 6'O" 20" 5'6" TO < 6'O" 7" A OBSTRUCTION 6'0" TO < 6'6" 24" 6'0" TO < 6'6" 9" 6'6" TO < 7'0" 30" 6'6" TO < 7'0" 11" 7'0" TO < 7'6" 35" 7'0" TO < 7'6" 14" 4, 7'6" TO < 8'0" 14" NFPA 13 8.6.5.1.2(a) 8'0" TO < 8'6" 15" OBSTRUCTION TO DISCHARGE 8'6" To < 9'0" 17" NTS 9'0" TO < 9'6" 19" 9'6" TO < 10'0" 21" NFPA 13 8.8.5.1.2(a) OBSTRUCTION TO DISCHARGE NTS L'- U: OCCUPANCY15A 15' X 15' SPACING 1;;' X .75 = 11'3" j / WALL41/4- M.m •3~ — A > (D„8") +. B OBSTRUCTION SPRINKLER D < 30 D ..</, 41t °"` NFPA 13 8.6.3.2.3 SSU SSP MAXIMUM DISTANCE FROM IRREGULAR WALLS NFPA A A• > (21.5-8") + 12_ D<21-1/2" A > 25-1/2” 13 8.6.5.1.2(0 SSU/SSP NTS NFPA 13 8.8.5.1.2(b) SSU SSP) OBSTRUCTION AGAINST WALL NTS REVIEW STAMPS GENERAL CONTRACTOR These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance w1�th current City standards. Acceptance is subject to errors and omissions which do not authorize vioiations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the dam -signer. Additions, deletions or revisions to these drawings after this date will void this acceptance and w14i require a resubmittal of revised drawings for subsw..° nt approval. Final acceptance is subject to field testi and inspection by The Tukwila Fire Prevention Bureau. Date: '•- (-I By: /41^-1 5 1 VARIES 3'6" ,AFF BY SITE UTILITY BY FiRESTOP CONTRACTOR COMPANY TUKWILA FiP`a DEPARTMENT Please call 205-573-4407 and give this Fire Perinit No. and exact addcess for shut- down or restarstion aper SUILDiNG SECTION KEY: Qi I3PANCI-1 LINE W/ SSP DOU.N AND 5511 UP BRANCi-1 LINE ROUTED THROUGH PRE -FAB I-10LE • 4" STAND PIPE FEED MAIN • 3" OR 4" WET SYSTEM FEED MAIN • BRANCH LiNE W/ 55P DCS 1 I AND SSU UP • BRANCH LINE W/ DRY 551'' DOWN AND SSU UP BRANCH LINE PIPE ROUTED THROUGH INSULATED "ENVELOPE." IPER ARCHITECTURAL BRANCH LINE W/ 551.1 ON ,N SPRIG BRANCH LINE W/ EC 014 aaer ON DROP 1-ISW IN SKYLIGHT SHAFT PER ARCHITECTURAL DETAIL CONCEALED SSP IN HIGH CEILING PER ARCHITECTURAL BRANCH LINE UJ/ SSU DIRECTLY ATTACHED 0 0 0 0 PORTER BORTHERS CONST 9m Meridian- Avenue East Edgewood, Yea 98371-1032 Phone: (253) 927-2822 ARCHITECT BASSETT' ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA 98104 206-340-9500 A/S AUTO SPRINKLER ACE ELEC. AIR COMPRESSOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ANTIFREEZE SYSTEM - BBD BELOW BOTTOM, OF DECK BBJ BELOW BOTTOM OF JOIST BBV BUTTERBALL VALVE BFP BACKFLOW PREVEF. BFV BUTTERFLY VALVE CV CHECK VALVE DLS DELUGE SYSTEM. Dn DOWN PIPING SOURCt ABBREVIATIONS ISSUES & REVISIONS FLOOR. / LANDINCG 2-1/2" STAND PIPE HOSE VALVE ASSEMBLY AND CABINET 3/8"-i'-0' A.7 A,6 O NOTE: U.G. TO BE FLUSHED AND HYDROSTATICALLY TESTED AS PER NFPA 13 AND LOCAL CODES PRIOR TO CONNECTION TO SPRINKLER SYSTEM • . it e I T I' -a MECHANICAL PENTHOUSE RISER DETAIL 3/8"=1'-0" 45' – 0' LEVEL 3 30'-0' LEVEL 2 15'..;= 0' LEVEL 1 0' GENERAL NOTES: ESQ ()FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE AND LOCAL FIRE MARSHALS REQUIREMENTS, NFPA 13, 2010 ® ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ® ALL PAINTING OF FIRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. ® ALL INSULATING OF FiRE PROTECTION PIPING AND RELATED COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. s EARTHQUAKE AND SWAY BRACING TO BE AS PER NFPA 13. FOR SWAY BRACING LOADS AND CONFIGURATIONS, SEE SWAY BRACING CALCULATIONS ATTACHED TO HYDRAULIC CALCULATIONS AND SWAY BRACING DETAILS ON FIRE SPRINKLER DRAWINGS. ()LATERAL SWAY BRACES ARE REQUIRED ON ALL FEED AND CROSS MAINS, REGARDLESS OF SIZE• LATERAL SWAY BRACES ARE REQUIRED ON DRANCHLINES 2-1/2" AND LARGER. BRACES ARE NOT REQUIRED ON PIPES INDIVIDUALLY SUPPORTED BY RODS LESS THAN 6". AS PER NFPA 13 9.3.5.3.7. ® ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A FABRICATION SHOP PER NFPA STANDARDS. ()SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per NFPA 13 STANDARDS AND LOCAL REQUIREMENTS. 10 UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATICALLY TESTED AT 200 PSI FOR 2 HOURS. 0 ALL SPRINKLER FITTINGS SHALL MEET OR EXCEED THE REQUIREMENTS OF NFPA 13 TABLE 6.4.1. 12 ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 STANDARDS AND LOCAL REQUIREMENTS. SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: ROOM NAME. DOMESTIC PIPE AND FITTING MATERIAL REQUIRED. 10-0 SPRINKLER HEADS ARE CENTER UNE OF CEILING 11LE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 17O ELEVATION OF PIPE SHOWN AS [0-0] IS FROM ABOVE FINISHED FLOOR FLOOR AND ELEVATIONS SHOWN AS [0-0 bts] ARE FROM BOTTOM OF TOP OF STRUCTURE DOWN. 1s PIPING: STEEL PiPING CONFORMING TO NFPA 13, ASTM A135 AND / OR ASTM A795. 2" AND LARGER MAIN PiPING: SCH 7 - DYNAFLOW GROOVED ENDS WITH WELDED OUTLETS. 1-1/4" AND LARGER BRANCH UNE PIPING: GRID & TREE SCH 7-DYNAFLOW:- GROOVED ENDS WITH WELDED OUTLETS. BRANCH UNE PIPING, ARMOVERS, DROPS AND SPRIGS: SCH. 40 - THREADED ENDS WITH THREADED OR WELDED OUTLETS. 19 SPRINKLERS ARE NOT REQUIRED UNDER INTERMEDIATE STAIR LANDINGS OF NONCOMBUSTIBLE CONSTRUCTION AND NOT USED FOR STORAGE. AS PER NFPA 13 8.6.3.2.4. 20 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT POSITION BELOW A CEIUNG SHALL BE SUPPORTED BY A HANGER THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END SPRINKLER IN A PENDENT POSITION SHALL NOT BE GREATER THAN 12" NFPA 13 9.2.3.4.3.1 & 2, AND BRANCH LINES SUPPORTING PENDENT SPRINKLERS BELOW CEIUNG SHALL NOT HAVE UNSUPPORTED ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. not used not used not used a) 1/8"=1'-0" OCCUPANCY USE OF BUILDING: OCCUPANCY: GROUP E CONSTRUCTION TYPE: TYPE 1 - B GOVERNING CODES: IBC / IFC (2006) DPS DRY PIPE SYSTEM LB LATERAL BRACE EH1 EXTRA HAZARD GP 1 LH LIGHT HAZARD EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL: BRACE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 FGC FLEX GRV COUPLING 0H2 ORDINARY HAZARD GP 2 FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION - GL GALVANIZED PIPE PRS PREACTION SYSTEM GLV GLOBE VALVE -RB RISER BRACE GV GATE VALVE Rn RISER NIPPLE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER HPS HIGH PILED STORAGE STP STANDPIPE RISER IN HOSE VALVE Up UP PIPING (To SOURCE) it INSPECTOR'S TEST ASSY WPS WET PiPE SYSTEM DESCRIPTION DRAWING TITLE: DRAWN BY: B KNIGHT SITE PLAN, SECTIONS RISER & MISC. DETAILS CHECKED BY: R COLE FOR PERMIT / INSTALL AUT! 'JiTIC FIR P °TECTI 3213 65TH STREET, SPACE VANCOUVER, WA. 98663 LICENSE OR/ 183279 WA/ FIRESCL9220H P 360-718-8604 F 360.718-8603 APPROVAL. TUKWiLA FIRE DEPT. PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SCALE AS NOTED PROJECT NO:. 11-150 SPKR ON SHEET: 0 PROJECT ADDRESS: SPKR ON' JOB: 1472 9229 E. MARGINAL WAY S. TUKWILA, WA 98108 DRAWING NO: FP 1 OF 6 SYSTEM DESIGN DATA REMOTE 'AREA t)-1 POSITION DESteil DENSTY .20 GPLI/S0 FT 13 A.S. o 120 SD/FT HEAD Amoc/WES 250 AMA OF /PFLICATIN 1 1-1EAD5r NIA81,9 436.4 CPU AT E30.5 PSI AT SRC K NPT WATER SUPPLY INFORMATION: sum pfassum Wm. RESIDUAL PRESAMS: 110 PSI MN 6000MI memo ITZT4 Al: SITE BY: TUKWILA WATER DEPT DATE: 10/21/11 APPROVALS REQUIRED: WAKE NRE DEPT., OMER AVAIL PRESSURE 120.0 PSI EXCEEDS REQ. PRESSURE 60.5- PSI THIS IS A SAFETY MARGIN OF 3s..5 PSI OR 33 z. OF SUPPLY SYSTEM DESIGN DATA REMOTE AREA 43 2 POSITION DESteil DENSTY .20 GPLI/S0 FT 13 A.S. o 120 SD/FT HEAD Amoc/WES 250 AREA OF APFtICATION 1052 SO FT PETOtaliT5131 5E1.8 CPU AT loss PSI AT S1RC K NPT 411 I ti MN AT: SITE By: IMOLA WATER DEPT me 10/21/11 APPROVALS REQUIRED: MULE FIRE DEPT., were AVAIL. PRESSURE 1199 PSI EXCEEDS REQ. PRESSURE 106.3 PSI 11 -HS IS A SAFETY MARGIN OF 11.6 PSI OR 10 % OF SUPPLY BEAM CLAMP N T S Retaining Strap SYSTEM 1 AREA 2 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=33.25 % 1500-498.75=1001.25 SQ FT ADD 30% FOR ROOF SLOPE = N/A 37.98/ 10 =3.79 HEADS PER LINE ALL THREAD ROD HANGER RING Retaining Strap ALL THREAD ROD HANGER RING 1" CLEAR MIN CONCRETE DECK 12" MIN (TYP) BRANCH LINE — ARIOVER LENGTH VARIES SEE PLAN © 1/2" SSU ON 1" SPRIG © 1/2" SSU ON 1" SPRIG PLAN SYMBOL(S) = p DRY SSP ON DROP Sat X EC OH SSP ON DROP BRAIDED SPRINKFLEX FLEXIBLE — SpRINKLER HOSE FITTING •,, MAXIM TOTAL ti• OF 3 SODS DETAIL of UPD OWN HEAD NOT TO SCALE SPRINKLER PIPE KEY HIGH SPRINKLER PIPING STAND PIPE PIPING x26 EXTERIOR OVERNAM OPRWLERINOT MOM • • • -66214222266262122. SYS. 1 AREA 1 MO/ SIDA 112.3.42 W12x22 <8> W18x40 <22> W18x40 <22> ArdWair,0021ff ../7" Minn.! 011 1721 ti"...6.2.326226.22- 'AM 4074/4407X01/449 Areal i rie tr‘41:07,40,40" '''''''''''''' SSROOM- 1630 A MAIN LEV 191 12' 41 ACE:19E 114 rir AriffezewereAtores::407" !ALL 3 W12x26 A 2x26 (0 (7M 0 .cl<EY NOTES: HON- TIME v WI 2x26 er 144 6> A.T. ROD DRILLED INSERT POWERS SNAKE+ A.T. ROD HANGER RING HANGER RING POWERS SNAKE+ CONCRET INSERT CONCRETE DECK rpt,"\\""\\\''' 1 itr SYSTEM RISER - SEE FpI STAND PIPE ISOLATION CONTROL VALVE 4" STAND PIPE RISER 2-1/2" 140SE VALVE - SEE DETAIL FF1 1-1S1U SPRINICER LOCATED WITHIN 2' oF THE E3oTioll OF ELEVATOR FIT SPRINKLER REQUIRED AT TI -IE TOP OF ELEvATOR 1-101STUJAY WI-1EN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 ROOM PROTECTED UP DRY 14SW PER ARCI-IITECTURAL DRAWINGS MAIN RUN T1GWT TO DECK PER ARCHITECTURAL BRANcH LINE RUN HIG14 AND TI-IROUGH FIRE -FAB 140LES IN STEEL BEAM DRY SOP IN INSULATED "ENvELOPE" PER ARCHITECTURAL NONCOMBUSTIBLE SHAFT No SPRINKLERS IREQUIIRED SPRINKLER BELOW BOTTOM INTERMEDIATE LANDING ODER- TO MAINTAIN STAIRWAY TOWER(S) AT OR ABOVE 407 AT ALL TIMES IRREGULAR COR\IER PER NFPA 13 FIGURE, A13.63.23 W16x26 EXTEZED COVERAGE SPRINKLERS CALCED FOR MAX SPACING 161 1.IY 6' MAX OW 056. MINIMUM SPACNG 13ETWEEN HEADS IS 8' 12' OPEN TO ABOVE • 1ST FLOOR FIRE SPRINKLER' PIA • FERBICE LOBBY DRILLED INSERT POWERS SNAKE+ RAGE A.T. ROD (1M— IN:. PIM HANGER RING POWERS SNAKE+ CONCERT' INSERT MDF 130 SPRINKLER SCHEDULE 8t LEGEND GREEN RI& SYM. CNT POSITION FINISH TEMP K NPT 411 I ti cp 11 MODEL W18x40 <22> W18x40 <22> ArdWair,0021ff ../7" Minn.! 011 1721 ti"...6.2.326226.22- 'AM 4074/4407X01/449 Areal i rie tr‘41:07,40,40" '''''''''''''' SSROOM- 1630 A MAIN LEV 191 12' 41 ACE:19E 114 rir AriffezewereAtores::407" !ALL 3 W12x26 A 2x26 (0 (7M 0 .cl<EY NOTES: HON- TIME v WI 2x26 er 144 6> A.T. ROD DRILLED INSERT POWERS SNAKE+ A.T. ROD HANGER RING HANGER RING POWERS SNAKE+ CONCRET INSERT CONCRETE DECK rpt,"\\""\\\''' 1 itr SYSTEM RISER - SEE FpI STAND PIPE ISOLATION CONTROL VALVE 4" STAND PIPE RISER 2-1/2" 140SE VALVE - SEE DETAIL FF1 1-1S1U SPRINICER LOCATED WITHIN 2' oF THE E3oTioll OF ELEVATOR FIT SPRINKLER REQUIRED AT TI -IE TOP OF ELEvATOR 1-101STUJAY WI-1EN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.15.5.5 ROOM PROTECTED UP DRY 14SW PER ARCI-IITECTURAL DRAWINGS MAIN RUN T1GWT TO DECK PER ARCHITECTURAL BRANcH LINE RUN HIG14 AND TI-IROUGH FIRE -FAB 140LES IN STEEL BEAM DRY SOP IN INSULATED "ENvELOPE" PER ARCHITECTURAL NONCOMBUSTIBLE SHAFT No SPRINKLERS IREQUIIRED SPRINKLER BELOW BOTTOM INTERMEDIATE LANDING ODER- TO MAINTAIN STAIRWAY TOWER(S) AT OR ABOVE 407 AT ALL TIMES IRREGULAR COR\IER PER NFPA 13 FIGURE, A13.63.23 W16x26 EXTEZED COVERAGE SPRINKLERS CALCED FOR MAX SPACING 161 1.IY 6' MAX OW 056. MINIMUM SPACNG 13ETWEEN HEADS IS 8' 12' OPEN TO ABOVE • 1ST FLOOR FIRE SPRINKLER' PIA • FERBICE LOBBY DRILLED INSERT POWERS SNAKE+ RAGE A.T. ROD (1M— IN:. PIM HANGER RING POWERS SNAKE+ CONCERT' INSERT MDF 130 SPRINKLER SCHEDULE 8t LEGEND GREEN RI& SYM. CNT POSITION FINISH TEMP K NPT SIN-- MFG. MODEL ESCUTCH. CY 110 UPR' BRASS 155 5.60 1/2" TY3131-- TYCO TY -FRB 1" SPRIG 110 PEND ROME 155 5.60 1/2" TY3532. TYCO RF- II CONCEALED ' 42- UPR RASS 155 5.60 1/2" TY3231 TYCO TY -FRB 1" SPRIG r 42 PEND CHROME 5.60 1" T1'3535: TYCO DS -C CONCEALED 8' SIDE ROME 5.60 1" TY3335 TYCO DS -1 N/A - 2 PEND HROME 5.60 1' TY3535 TYCO. DS -C CONCEALED a.- 14- PEND ROME 155 5.60 1/2' TY3532 TYCO RE II CONCEALED HEAD COND. WITH MIN:, 24 SPARE HEADS tc• WRDICH(ES) PROVIDED_ TOTAL COUNT 1ST FLOOR =-•• 410 1160 - REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES & REVISIONS PORTER- BORTHERS CONST 2222 Merldlon. Avenue: Ecst. Phonet• (253) 927-2822. ARCHITECT BASSE1 II ARCHITECTS 71 COUJMBIA- ST, SUITE- 500 SEATTLE,. WA-98104-- WS. AUTO- SPRINKLERi' ACE ELEC_ AIR COMPRESSOR - AM' ABOVE FINISHED: FLOOR; AFC' ABOVE FINISHED:GRADE AFT- ANill-KEEZE SYSTEM.. BIM, BELOW- BOITOW OF PST' BST BUTTERBAU- VALVE BEV, BUTTE1FLY VALVE CV- CHECK VALVE DM DELUGE SYSTEM; Der DOWN PIPING- 0 DPS DRY- PPE SaTEtt4 FDC. FIRE DEPT: CONNECTION, FGC. REX- GRV COUPLING-. FSR. FIRE SPRINKLER- RISER GL GALVANIZED PIPE GLV GLOBE VALVE GV GATE VALVE hV,- HOSE VALVE - IT INSPECTOR'S TEST. ASSY LATERAL. BRACE IJGHT HAZARD-. LNEti-. LONGITUDINAL BRACE OK ORDINARY HAZARD:GP-1 OH2: ORDINARY HAZARD GP -2 P00 POINT- OP CONNECTION- RISERDRACE Rnr, RISER- FIPPLE SR/ STANDPIPE -DRAIN RISER SIP- STANDPIPE RISER UP PPING otr SOURCE) WM WET PPE SYSTEM- DRAWING TITLE:. 1ST FLOOR FIRE SPRINKLER PLAN & MISC. DETAILS DRAM: BYt- KNIGHT CHECKED- BY: FOR PERMIT / INSTALL MIIMI11111111111= ma MATIC IRE PROTECT, 3263 65TH STREET; SPACE2 VANCOUVER, WA. 98663. LICENSE OR/ 183279 WA/ FIRESCL9220H P 360-718-8604 F360718-8603 TUKMLA FIRE- DEPT. PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL. AS NOTED PROJECT NO: - 9229-E MARGINAL WAY S, TUKWILA, WA 9810& SPKR- ON- SHEET: SPKR 0M -JOB:' 1472 DRAWING NO: FP 2 OF 6 SYSTEM DESIGN DATA SYSTEM E AREA ib 1 =P.A. 014 11 G .-.� 25218 ft 2 D .tet„ 20 FT 8 A.S. CO 3224Q/�j SO/Ft to cna [��,/SO / c250 AREA OF APPUG1RION 15.i(O SO FT R Tew+ 6i30.8 GPM AT 105X6 P9 AT SRC K NPT WATER SUPPLY INFORMATION: arAco pczcsucc 120 P9, =CAL Pte: 110 PSI TSRH 6000G 1 Fun= MI Ar. SITE Ell: 1 WILA WATER DEPT DATE: I0/21/11 APPROVALS REQUIRED: MILE FIRE DEPT, OJ.NER AVAIL. PRESSURE 1199 PSI EXCEEDS REQ. PRESSURE 105.6 PSI THIS IS A SAFETY MARGIN OF 143 PSI OR 12 % OF SUPPLY SYSTEM DESIGN DATA REMo E AREA ° 2 unA., ON 11 ... 25218 ft2 =GM canny 20 GPa/S0 FT 11 A.S. - 196 ` so/Fr HEAD 250 GPM �{ AREA OF APPLICATION 1501 SO FT a 994.1 GRA AT 102.5 PSI AT SRC K NPT WATER SUPPLY INFORMATION: a/Ar c name 12OP% RFSDu1. PRESSURE: 110 PS mrtt 8000G FLO0413 .. AT: SITE Br: TUMIUILA WATER DEPT DARE: 10/21/11 APPROVALS REQUIRED: TUKUJILE FiRE DEPT., OWNER AVAIL. PRESSURE 119.$ PSI EXCEEDS REQ. PRESSURE 1025 PSI TFIIS IS A SAFETY MARGIN OF 113 PSI OR 14 % OF SUPPLY 1" CLEAR MIN Retaining Strap BEAM CLAMP NTS ALL THREAD ROD HANGER RING Retaining Strap ALL THREAD ROD HANGER RING • 4 1/2" MIN (TYP) • a SYSTEM DESIGN DATA 4 1/2" MIN (TYP) CONCRETE DECK I 12" MIN (TYP) • ,. A.T. ROD DRILLED INSERT POWERS SNAKE+ HANGER RING A.T. ROD 1 1/4" MIN HANGER RING POWERS SNAKE+ CONCRET INSERT NTS CONCRETE DECK A DRILLED INSERT POWERS. SNAKE+ A.T. ROD HANGER RING POWERS SNAKE+ CONCERT INSERT N T S SCHEDULE & LEGEND. SYM, CNT POS MN- FINISH TEMP K NPT SIN,- MFG. MODEL. r ': AS= NOTED= ; 145 UPR =RASS� 155 5.60 1/2" TY3131' TYCO TY -FRB: 1" SPRiG;. els. 145- PEND" WHITE- 155: 5.60; 1/2". TY3532 TYCO.- RP 11 CONCEALED 13 UPR- L'- 155 5.60 = 1/2"TY3131- TYCO.. TY-FRW 1" ' SPRiG:- -= 13 - PEND- ITE 200: 5.60. 1".• 11135.35 TYCO: Ds -c: CONCEALED 0 39: UPR. 1=RASS: 155:- 5.60: 1/2" • TY3131 TYCO TY -FRB: N/A y 40.• UPR' : RASS- 155= 5.6OE 1/r TY3131" TYCO. TY -FRB 1' SPRIG • 6- PEND: ITE 155 5:60- 1/2"' TY3532 TYCO-- RP II CONCEALED :.10 PEND: HROME- 155- 11.20- 3/4"' VK53ar MK.' OH-ELO CONCEALED 33 UPR BRASS- 155: 11.20. 3/4"" TY5137 TYCO EC -11 N/A -- HEAD> CABINET' WITH' M. 24• SPARE HEADS'.& WRENCH(ES) PROVIDED? TOTAL COUNT 2ND: FLOOR' = 444; BRANCH LINE — ° - AR" (OVER LENGTH VARIES SEE PLAN UPRIGI-IT AHEAD 1 x 1/2" REDUCED COUPLING /amt 1/2" SSU ON 1" SPRIG ®' 1/2" SSP ON DROP PLAN SYMBOL(S) _ 1/2" SSU ON 1" SPRIG DRY SSP ON DROP CI 1/2" SSU ON 1" SPRIG EC OH SSP ON DROP BRAIDED 5PRINKFLEX FLEXIBLE SPRINKLER HOSE FITTING I" SPRIG x 1 x 1" BULL Tee RUM TOTAL ,°4, OF 3 FENDS Itaa. SPRINKLER DROP LUNG TILE CONCEALED ESCHUTEON DETAIL of UPDOWN HEAD MAIN PiPiNG I" PIKE -O -LET --�- PROVIDE AS 1 SQUIRED Off! TRAFP D SECTIONS OF PIPING MORE NM S GAL I" PLUG SIGN W/CI-LAIN AUXILIARY DRAIN NOT TO SCALE 1" X 0-4" NIPPLE AUXILIARY DRAIN NTS I" GLOBE VALVE OR' I" BALL VALVE OFFICE 61-6" 7,-4" 2'-2" 10' 6' 10' 90'----m 10' 6" Iyili�urw��I�d���ll.4 sl ill •, o DRAYRCBY: 11 0-4 I : Io 1- t. -fp r OFFICE SWM1-BRAGS e NE—OF-I tnsx25 a0> C—/4) >Lr $10> (11 1/4) T1 -3-0f-1 -9 772412_____. GENERAL CAD LAB •--ted______ •pie .1111, .t 1 .t• rr---41-reeerefforrorgerme,„ .4p7e.rigrAcor ..„ k -7'-S 3'- 6) 16' 7'-7 9 " (-9 8'-7" 9' 1 1, OFFICE SHAFT 6 KITCHEN TOIL 2251 LAUNDRY L OFFICE Sri- 1 • 2a8•- 5-11 �,ty.m --i•—• I— ,a •xrviv.-..xsn u�,.4'1.4 — �ILi— l.r� >l pp �, vT •O 693; . •at • CP CA- o+ P6i' @ @ , .A f•" iy �N + r6:Y`I r�• i Pt " i �= i Zt4 V®• I `c—�• I i— I �• My �rr _. rr®.u.®rr®ii it om. rrr ®. rr®.ii .ii®.iii .®.rr a,.r. •.�r ',. s • 1-4 7i tes 91 I ISI I 1 ia- DRY STOR 2210 ' �.11 ®.11 x•11 a•rll 1 ® E:. O1 1 .� II ml l ®.I1 ;-. =- SWAY BEACE. ZONFi INFLUENCE: BRACE 'Oar Nal- TIDLE.• MEMO, M4E-MAW 4...E1kN€ REWIRED I I I 8"-7".. 9'-3"" REVIEW STAMPS' GENERAL. CONTRACTOR - POR -TER BORTHERS CONST 2222 Meridion-- Avenue, Eoit- Edgewood, wo.98371-1032 Phone (253) 927-2822: ARCHITECT BASSETTI ARCHITECTS. 71 COLUMBIA ST, SUITE•. 50G SEATTLE, WA -98104- 205-340-9500: A/51 AUTO. SPRINIiIER: ACE ELEC: AIR' COMPRESSOR -- AM ABOVE: FINISHED,. FLOOR - MG: ABOVE FINISHED: GRADE AFS: ANTIFREEZE' SYSiEMP BBD:. BELOIT B0TT01 .OE DECK=: BB,k SLOW=-BOTTOIE OE JOIST BBV BU'TTERBALL VALVE ' BM' BACKFLOW PREVERTER- BFV° BUTTERFLY VALVE CY- CHECK: VALVE=• DiS'. DELUGE SYST94 . Dn DOWN PIPING: (TO' SOURCE ABBREVIATIONS• DPS EH1' EH2: FDC= FCC: FSR:, GL.. GLV; Gtir. GYP HPS HV; R DRY PIPE SYSTD - LB: EXTRA- HAZARD GP, 1 LH,- EXi1kR ZARD° GP- 2 LNB' FIRE: DEPT.- CONNECTION?, OH1 FLEX GRV COUPLING: OH2:- FIRE SPRINKLER' RISER POC GALVANIZED. PIPE PRS GLOBE -VALVE Fi81- GATE: VALVE Re. GYPROCK: FINISH • SPD' MGR -HIM STORAGE SW' HOSE VALVE: Up; INSPECTOR'S TEST` ASSY- WFS,' LATERAL BRACE: LIGHT HAZARD LONCRUDINAL BRACE ORDINARY- HAZARD: GP -1 ORDINARY' HAZARD' GP: 2 Poe- OF: COMECTiON= PRI:AC110N SYSTE14- RISER BRACE RISER, NIPPLE STANDPIPE DRAIN= RISER - STANDPIPE ' RiSER' UP PING (TO- SOURCE) WET PIPESYSTEM NO DATE: ISSUES & REVISIONS. DESCRIPTION - FOR' PERMIT / INSTALL MI Ell 110111111111111111111111 = .11 imam SPRINKLER PIPE KEY H!Gh1 SPRINKLER= PIPING; STANG PIPE. PIPING: �.E -MEP EC:7ii N 3203165TH STREET; SPACE<2. VANCOUVER .WA. 98663. LICENSE OR/ 18327a WA/. FIRESCL9220H- P 360-718-8604 F-360-718-8603 16' KEY NOTES: 4" STAND PIPE RISER 2-1/2" NOSE VALVE - SEE DETAIL FPI 3 FLOOR CONTROL VALVE. - SEE FPI FOR DETAIL 4 HsW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF ELEVATOR PIT PER NPA 13 5.15.5.1 SPRINKLER REQUIRED AT THE. TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE 15 PRESENT PER NEPA 13 5.15.55 DRY SSP IN INSULATED "ENVELOPE" PER ARCHITECTURAL MAIN RUN TiGI-IT TO DECK PER ARCHITECTURAL BRANCH LINE FUN 1-11G1-1 AND THROUGH PRE -FAB HOLES IN STEEL BEAM { 1" AUXILIARY DRAiN- - SEE DETAIL THIS 51-IEET. NONCOMBUSTIBLE SHAFT NO SPRINKLERS- REQUIRED �v OWNER TO MAINTAIN STAIRWAY TOWER(5) AT OR ABOVE 40°F AT ALL TIMES ' IRREGULAR CORNET: PER NEPA 13 FiGURE A.8.6323 NOTE : TYCO ECII UPR PLAN SYMBOL EXTENDED COVERAGE 5PRINKLER5 CALCED FOR 14' x 14' - 1 SQ: FT. MAX 5PACING.14' IW- 1' MAX OF= OIC;. • MINIMUM SPACING BETWEEN HEADS 15 8' NOTE :VIK ECQR O1 I-ELO PLAN SYMBOL = • EXTENDED COVERAGE SPRIiKLE% CALCED FOR' 16' x Ib' - 255 5Q. FT. MAX SPACING.16' LU/ as MAX Cir OBS: * SPACING BETUEEN HEADS I5 8' 2ND FLOOR FIRE: SFR (LE PLA4- 25,2I88O. FT. N1/8 DRAWING::TITLE:: 2ND: FLOOR FIRE: SPRINKLER PLAN &i;. MISC: DETAILS: .1.._# . . >-i...1 ..f. 1. 4......_-17--,..I- -(-?!7-7-.M.71 , `, _---._..�--1 DRAYRCBY: i I l I I R COLE 1(--1—)711. I Ii i��NON TIBLE T,' I dDc EN)ORMERI.14X1 I TIPULEM NOT FCO,II" SCAN AS= NOTED= ; 11-150 0 444 , ( SPKR OW JOBV. 1472' DRAWING. NO:: FP 3 OF 6 OFFICE SHAFT 6 KITCHEN TOIL 2251 LAUNDRY L OFFICE Sri- 1 • 2a8•- 5-11 �,ty.m --i•—• I— ,a •xrviv.-..xsn u�,.4'1.4 — �ILi— l.r� >l pp �, vT •O 693; . •at • CP CA- o+ P6i' @ @ , .A f•" iy �N + r6:Y`I r�• i Pt " i �= i Zt4 V®• I `c—�• I i— I �• My �rr _. rr®.u.®rr®ii it om. rrr ®. rr®.ii .ii®.iii .®.rr a,.r. •.�r ',. s • 1-4 7i tes 91 I ISI I 1 ia- DRY STOR 2210 ' �.11 ®.11 x•11 a•rll 1 ® E:. O1 1 .� II ml l ®.I1 ;-. =- SWAY BEACE. ZONFi INFLUENCE: BRACE 'Oar Nal- TIDLE.• MEMO, M4E-MAW 4...E1kN€ REWIRED I I I 8"-7".. 9'-3"" REVIEW STAMPS' GENERAL. CONTRACTOR - POR -TER BORTHERS CONST 2222 Meridion-- Avenue, Eoit- Edgewood, wo.98371-1032 Phone (253) 927-2822: ARCHITECT BASSETTI ARCHITECTS. 71 COLUMBIA ST, SUITE•. 50G SEATTLE, WA -98104- 205-340-9500: A/51 AUTO. SPRINIiIER: ACE ELEC: AIR' COMPRESSOR -- AM ABOVE: FINISHED,. FLOOR - MG: ABOVE FINISHED: GRADE AFS: ANTIFREEZE' SYSiEMP BBD:. BELOIT B0TT01 .OE DECK=: BB,k SLOW=-BOTTOIE OE JOIST BBV BU'TTERBALL VALVE ' BM' BACKFLOW PREVERTER- BFV° BUTTERFLY VALVE CY- CHECK: VALVE=• DiS'. DELUGE SYST94 . Dn DOWN PIPING: (TO' SOURCE ABBREVIATIONS• DPS EH1' EH2: FDC= FCC: FSR:, GL.. GLV; Gtir. GYP HPS HV; R DRY PIPE SYSTD - LB: EXTRA- HAZARD GP, 1 LH,- EXi1kR ZARD° GP- 2 LNB' FIRE: DEPT.- CONNECTION?, OH1 FLEX GRV COUPLING: OH2:- FIRE SPRINKLER' RISER POC GALVANIZED. PIPE PRS GLOBE -VALVE Fi81- GATE: VALVE Re. GYPROCK: FINISH • SPD' MGR -HIM STORAGE SW' HOSE VALVE: Up; INSPECTOR'S TEST` ASSY- WFS,' LATERAL BRACE: LIGHT HAZARD LONCRUDINAL BRACE ORDINARY- HAZARD: GP -1 ORDINARY' HAZARD' GP: 2 Poe- OF: COMECTiON= PRI:AC110N SYSTE14- RISER BRACE RISER, NIPPLE STANDPIPE DRAIN= RISER - STANDPIPE ' RiSER' UP PING (TO- SOURCE) WET PIPESYSTEM NO DATE: ISSUES & REVISIONS. DESCRIPTION - FOR' PERMIT / INSTALL MI Ell 110111111111111111111111 = .11 imam SPRINKLER PIPE KEY H!Gh1 SPRINKLER= PIPING; STANG PIPE. PIPING: �.E -MEP EC:7ii N 3203165TH STREET; SPACE<2. VANCOUVER .WA. 98663. LICENSE OR/ 18327a WA/. FIRESCL9220H- P 360-718-8604 F-360-718-8603 16' KEY NOTES: 4" STAND PIPE RISER 2-1/2" NOSE VALVE - SEE DETAIL FPI 3 FLOOR CONTROL VALVE. - SEE FPI FOR DETAIL 4 HsW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF ELEVATOR PIT PER NPA 13 5.15.5.1 SPRINKLER REQUIRED AT THE. TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE 15 PRESENT PER NEPA 13 5.15.55 DRY SSP IN INSULATED "ENVELOPE" PER ARCHITECTURAL MAIN RUN TiGI-IT TO DECK PER ARCHITECTURAL BRANCH LINE FUN 1-11G1-1 AND THROUGH PRE -FAB HOLES IN STEEL BEAM { 1" AUXILIARY DRAiN- - SEE DETAIL THIS 51-IEET. NONCOMBUSTIBLE SHAFT NO SPRINKLERS- REQUIRED �v OWNER TO MAINTAIN STAIRWAY TOWER(5) AT OR ABOVE 40°F AT ALL TIMES ' IRREGULAR CORNET: PER NEPA 13 FiGURE A.8.6323 NOTE : TYCO ECII UPR PLAN SYMBOL EXTENDED COVERAGE 5PRINKLER5 CALCED FOR 14' x 14' - 1 SQ: FT. MAX 5PACING.14' IW- 1' MAX OF= OIC;. • MINIMUM SPACING BETWEEN HEADS 15 8' NOTE :VIK ECQR O1 I-ELO PLAN SYMBOL = • EXTENDED COVERAGE SPRIiKLE% CALCED FOR' 16' x Ib' - 255 5Q. FT. MAX SPACING.16' LU/ as MAX Cir OBS: * SPACING BETUEEN HEADS I5 8' 2ND FLOOR FIRE: SFR (LE PLA4- 25,2I88O. FT. N1/8 DRAWING::TITLE:: 2ND: FLOOR FIRE: SPRINKLER PLAN &i;. MISC: DETAILS: DRAYRCBY: B KNIGHT CHECKED: BY R COLE APPROVAL. TUKYoILA• FIRE DEPT H: PROJECT NAME: RAISBECK AVIATIONHIGH-SCHOOL. SCAN AS= NOTED= ; PROECT NO: 11-150 SPKR= ON= SHEET 444 PROJECT ADDRESS:. 9229E MARGINAL WAYS.: TUKWILA; WA 98108f SPKR OW JOBV. 1472' DRAWING. NO:: FP 3 OF 6 els. SYSTEM DESIGN DATA I REM E AREA 4:1 d'/1,7G1 OH 11 A'• 26283 ft 2 Wm. O4 11 aAfT..A 26 83 ft2 b�, 20 �� FT 13 A.S. ®.120 sem ICAO "Al AAT,S 250 ism AnA OP APPLIOATKA 1020 SO FT .FIPEALIMISITS 883.6 GRA AT 81.0 PS AT SRC WATER SUPPLY INFORMATION: STA= FTZM= 120 pg. REsDuAL F41sIRE 110 PS TATH 8000arti Rom r, AT: SITE ev: TUKWILA WATER DEPT DATE: 10/21/11 APPROVALS REQUIRED: TUKWILE FIRE DEPT., ODER AVAIL. PRESSURE na PSI EXCEEDS REQ. PRESSURE 101.4 PSI THIS IS A SAFETY MARGIN OF 125 PSI OR 10 % OF SUPPLY WATER SUPPLY INFORMATION: sTA7i FSKIAS 120 PS. xsaUAL P=SIine: Ha vs, Tail, 8000Gal FLO : RII4 AT: SITE er. TUK1l1ILA WATER DEPT 0A15 10/21/11 155 APPROVALS REQUIRED: TUKWILE HRE DEPT., OZER 1/r- AVAIL. PRESSURE 119.9 PSI EXCEEDS REQ. PRESSURE 81.0 PSI TYCO: THIS IS A SAFETY MARGIN OF 32.9 PSI OR 21 % OF SUPPLY 1" SPRIG: SYSTEM DESIGN DATA I REMO E A EA 4' 2 d'/1,7G1 OH 11 A'• 26283 ft 2 rerecDEmsrry 20 cewso FT 13 A.S. ®130 so/FT MAD AWAVFACES 250 tiara AREA OF APPUGTiON 1015 SOFT TQuazEWS 625.1 GPM AT 101.4 Pa AT SRC I NPT WATER SUPPLY INFORMATION: STA= FTZM= 120 pg. REsDuAL F41sIRE 110 PS TATH 8000arti Rom r, AT: SITE ev: TUKWILA WATER DEPT DATE: 10/21/11 APPROVALS REQUIRED: TUKWILE FIRE DEPT., ODER AVAIL. PRESSURE na PSI EXCEEDS REQ. PRESSURE 101.4 PSI THIS IS A SAFETY MARGIN OF 125 PSI OR 10 % OF SUPPLY Retaining Strap BEAM CLAMP NTS ALL THREAD ROD HANGER RING Retaining Strap ALL THREAD ROD HANGER RING SYSTEM 3 AREA 1 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*14.5')/211-55 Y=33.25 % 1500*.3325= 498.75 1500-498.75=1001.25 SQ FT ADD 30% FOR ROOF SLOPE = N/A 1 2SF*1.2=37.98 37.98/ 10 = 3.79 HEADS PER LINE SYSTEM 3 AREA 2 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*11.0 ')/211.55 Y=38.5 % 1500*:385 =577.5 1500-577.5 =922.5 SQ FT ADD30% FOR ROOF SLOPE = N/A _ SF * 1.2= 36.45 36.45/ 9 = 4.05 HEADS PER LINE 3 8" A.T. ROD HANGER RING ,: ( :77�-•mac- VI'<4li - ^s - ::.-P.. .. , SYSTEM DESIGN DATA MESYSTEM o AEA ° 3 mi. OW 11. Aut 26283 ft 2 6111Wmi mow .20 orm/sorr 1 A.S. @ 256 se 250 cpu AREA OF eax,carav 1102 So FT IMEK1415 611.0 CPS AT 109.8 PJ AT SRC I NPT WATER SUPPLY INFORMATION: STA7xi ,g: 1201'5. FlILIAL Prn'MOZ. 110 PSI u7» 8000G5224 FLO5)NG sir + Ar SITE Ent 11 KWILA WATER DEPT me: 10/21/11 APPROVALS REQUIRED: TUXIJJILE FM DEPT., OU ER - AVAIL. PRESSURE 119.9 PSI EXCEEDS REQ. PRESSURE I>2)9.8 PSI THIS IS A SAFETY MARGIN OF 102 PSI OR 8 % OF SUPPLY METAL SAMMY SCREW XP20 SEE NOTE BELOW MIN/MAX STEEL UL PIPE MOD TTESS SIZE XP20 22-16 1 UP TO 2-1/2" • STEEL DECFC SA lyl_lrfYY X -PRESS XP20 HANGER AC'SIg1131,Y NTS 4 1/2" MIN (TYP) • 4 1/2" MIN (TYP).] 1" CLEAR MIN CONCRETE DECK 12" MIN (TYP) • POWERS SNAKE4 HANGER RING POWERS SNAKE+ CONCRET INSERT NTS HANGER RING CONCRETE DECK • A • • i DRILLED INSERT POWERS SNAKE+ A.T. ROD HANGER RING POWERS SNAKE+ CONCERT INSERT T' S RINKLER SCHEDULE & LEGEND: SYM• CNT POS LION- FINISH- MP K NPT SI MFG. MODEL= =. 142 UPR' BRASS 155 5.60. 1/r- TY3131 TYCO: TY -FRB- 1" SPRIG: 142 PEND. • M-IITE: 155: 5.60 1/2" TY3532 TYCO RF II CONCEALED r 3. UPR- BRASS: 155- 5.60 1/2` TY3131' TYCO TY -FRB= 1" SPRIG .. 3. PEND WHITE- 200. 5.60; 1" TY3535- TYCO DS -C: CONCEALED fr 5: SIDE: CHROME 200- 5.60. 1"- TY3335 TYCO' DS -1 N/A- 120 UPR BRASS- 155 5.60 1/2". TY3131:. TYCO. TY -FRS--- 1" SPRIG; , 2. PEND WHITE 155: 5.60: 1/2" TY3532 TYCO. RF II • CONCEALED , 555 PEND. CHROME- 155- 11.20. 3/4" VK536` MK, 01.1-ELO. CONCEALED f=l` 3 UPR:- BRASS 155` 5:60 1/2"- TY3131' TYCO. TY -FRB - 1" SPRIG- _ { 3 PEND- CHROME: 155 11.20 3/41 VK538P - VIIfi OH-ELO CONCEALED 5. SIDE CHROME. 200 5.60 1/2" 1Y3331- TYCO TY-FRBF 401 WAD CABINET WITH MN: 24 SPARE HEADS & WRENCH(ES) PROVIDED= TOTAL COUNT 3RD: FLOOR' =-- 484 SHAFT 6 ARMOVER LENGTH VARIES71" 51''16 SEE PLAN BRANCH LINE -- ".... SYSTEM 3 AREA 3 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*11.0 ')/211-55 Y= 38.5 % 1500*.385 =577.5 1500-577.5 =922.5 SQ FT ADD 30% FOR ROOF SLOPE = N/A SF * 1.2= 36.45 36.45/ 14 = 2.6 HEADS PER LINE UPRIGHT I-'EAD 1 x 1/2" REDUCED COUPLING 1x1x1"I1LLTee 0 1/2" SSU ON 1" SPRIG ® 1/2" SSP ON DROP PLAN SYMBOL(S) = ©1/z" SSU ON 1" SPRIG j DRY SSP ON DROP 0 1/2" SSU ON 1" SPRIG EC OH SSP ON DROP BRAIDED SPR1NK LEX FLEkIBLE SPRINKLER HOSE FITTING MAXIMUM TOTAL 12,v, OF 3 BENDS DETAIL of UPDOWN HEAD 10' 3" NOT TO SCALE aT• 13' 4" 14' 8" 4'-9" 14' 6" 6'-3" 14' 6" 8' 31"-c <It> (5-5 CLA4SFM 020_ TERRACE OPEN TO ABOVE SEE FPR FOR SPRINKLERS 3778:31 1 ra st C,0>,(5-1 1/4) f Y513 ASA 2 020/1100_62 FT PAWS 1 3z- • %w iww i aril! •i SPRINKLE" CoRR100R I 11IIl1J�� 1 1 1t 1 _ -18 4411 5 las -r-taw • -,t �+ --te rVit-:. ;- 4- i rm.'s .:711111rtr.1.412 Ar di" iv NI 0 • 10-U MW. 17,_x. 616LO-G1 11- S1:YtiG SKYLIGHT 1Y1426 c33 _ 1.3! �I V' 'N 11'-0° .L t� J I • iQ?d1 11•> D 1 r AterfrifFACrarterif==47.400;6,, 13' 13' 12' EL IDF 6' 3 5' 3" 9' 9" 81 3" 11' 11" J yr:4_5- +=Tel ilium •� 6' "moiII--.-- - 7'-Y7 1C STORAGE - 5% 1" liaoi . 1=T ki°?2n r:4 ,1 3 NORTH TERRA^.E P1 A *3g ac ;3180 CLASSRP, 3170 9' 71" 161 .#KEY MOTES: 4" STAND PIPE RISER 2-1/2n HOSE' VALVE - 5EE DETAIL FPI FLOOR CONTROL. VALVE. - SEE FPI FOR DETAIL I -15W SPRINKLER LOCATED WITI-IN 2' OF THE BOTTOM OF ELEVATOR PIT PER NFPA 13 8.15.5.1 SPRINKLER. REQUIRED AT THE TOP OF ELEVATOR I-4OISTW4Y WHEN COMPUSTIBLE ENCLOSURE 15 PRESENT PER NFPA 13 B.ID.S.S ROOM PROTECTED W/ DRY I-ISW PER ARCHITECTURAL DRAWINGS DRY 55P IN INSULATED "ENVELOPE" PER ARCHITECTURAL MAIN RUN TIGHT TO DECK PER ARCIIITEC T UR4L BRANCH LINE RUN HIGH AND THROUGH FE -MI HOLES IN STEEL BEAM BRANCH LINE RUN THROUGH PREFAB HOLES IN STEEL BEAM NONCOMPUSTIBLE SHAFT NO SPRINKLERS REQUIRED I-1SW AT TOP OF SKYLIGHT SHAFT PER ARC IITECTURAL DETAIL. INSULATION PER ARCHITECTURAL DETAIL - EiY OTTERS ' OWNER TO MAINTAIN STAIRWAY TOWER(5) AT OR AE LOVE 40°F AT ALL TIMES IRREGULAR CORNER PER NFPA 13 FIGURE A.5b323 STOR �- .OPEN STAFF TOIL ,3101 NOTE- :vK ECR OH-ELO PLAN SYMBOL EXPENDED COVES SPRINKLERS CALCED FOR 16'x16' - 256 52 FT. MAX SPACINGS 16.' W/ 5' MAX OFF OPS. MINIMUM SPACING BETWEEN HEADS I5 S' A19 3 1111111111 3R)- FLOO FRE: SFRINKLER PLAN sasFr. N 1/87'.r -cr. 1 its quirms A�i• SKYLIGHT ii SKYLIGHT '11'-0° 121 1�11l1I� 111 5'=11 10' r-3"- 6"- 10" SPRINKLER PIPE KEY 18' REVIEW STAMPS GENERAL CONTRACTOR PORTER- BORTHERS CONST 2222 Meridian, Avenue: East Edgewood; we.98371-1032. Phoney (253) 927-2822. ARCHITECT BASSETT! ARCHITECTS 71 COLUMBIA' ST; SUITE 500 SEATTLE, WA- 98104- 208-340-9500' A/S ACE AFF AFG AFS' BBD- BBJ- BBV- BFI} BFV D1 S- DI AUTO SPRINKLER- MEC: AIR= COMPRESSOR' ABOVE FINISHED: FLOOR: ABOVE- FINISHED. GRADE ANT,FREEZE SYSTEf11;: BELO BOTTOM OF DECK BELOW& BOTTOM -0F -JOIST BUITERBAI.L VALVE BACKFLOW PREVENTER BUTTERFLY VALVE CHECK= VALVE DELUGE. SYSTEM DORI, PIPING, 0 SOU'*- ABBREVIATIONS. DPS- EH1 EH2:: FDC.. FGC: FSR GL. GLV GV- GYP HPS HV IT DRY PIPE ST51E/A- LS EXTRA, HAZARD. Gam -1 LH- EXTRA- HAZARD: GP 2' LMB FIRE- DEPT. CONNECTION OH1 • FLEX GRV COUPLING.° OH2 FIRE SPRINKLER RISER POG GALVANIZED: PIPE- PRS' GLOBE VALVE; Rite GATE VALVE Rn:: GYPROCK FINISH- SPD HIGH- PILED -STORAGE.` STP- HOSE VALVE Up, INSPECTOR'S TEST -ASSY WPS LATERAL BRACE- UGHT HAZARD:. LONGIZUDIWL BRACE ORDINARY HAZARD GP 1 ORDINARY- HAZARD GP -2 POINT' OE CONNECTION.? PREACTION- SYStEt- RISER BRACE RISER NIPPLE: STANDPIPE DRAIN. R1SER STANDPIPE RESER' UP PIPING- (TO SOURCE) WET PIPE SYSTEM! ISSUES & REVISIONS. NO DATE FOR PERMIT / INSTALL. 1 AUTO IFIRPROJECTIO' 3203 5TH -STREET SPACE -Z VA dRI COUWA 98665. LICENSE 183279: WA/ FIRESCL9220H-- 1.41.111111111111 HIGH SPRINKLER PIPING STAND' PIPE' PIPING-• i ® 1 E .* If:a. 1 12.83-I SWAY I ems: P- 360-7188604'• F-360-71843603 DRAWING TITLE: 3RD FLOOR FIRE SPRINKLER PLAN= &MISC. DETAILS= PROJECT NAME:. RAISBECKAVIATION -HIGH SCHOOL.. PROJECTADDRESS: 9229-E. MARGINAL. WAY S. TUKWILA, WA 98106. DRAW BY: CHECKED' BY APPROVAL: SCALE: PROJECT' N0:- SPKR- ON SHEET: SPUR' 0NvJOB:. B- KNIGHT R' COLE TUKHALA. FIRE DEPT. AS NOTED 11-150 484 1472. DRAWING NO: FR 4 OF 6 lir - r9HI11111111 .,�0; i ....„., larg--- Q any! � 1 :. 4 . 1111111111 3R)- FLOO FRE: SFRINKLER PLAN sasFr. N 1/87'.r -cr. 1 its quirms A�i• SKYLIGHT ii SKYLIGHT '11'-0° 121 1�11l1I� 111 5'=11 10' r-3"- 6"- 10" SPRINKLER PIPE KEY 18' REVIEW STAMPS GENERAL CONTRACTOR PORTER- BORTHERS CONST 2222 Meridian, Avenue: East Edgewood; we.98371-1032. Phoney (253) 927-2822. ARCHITECT BASSETT! ARCHITECTS 71 COLUMBIA' ST; SUITE 500 SEATTLE, WA- 98104- 208-340-9500' A/S ACE AFF AFG AFS' BBD- BBJ- BBV- BFI} BFV D1 S- DI AUTO SPRINKLER- MEC: AIR= COMPRESSOR' ABOVE FINISHED: FLOOR: ABOVE- FINISHED. GRADE ANT,FREEZE SYSTEf11;: BELO BOTTOM OF DECK BELOW& BOTTOM -0F -JOIST BUITERBAI.L VALVE BACKFLOW PREVENTER BUTTERFLY VALVE CHECK= VALVE DELUGE. SYSTEM DORI, PIPING, 0 SOU'*- ABBREVIATIONS. DPS- EH1 EH2:: FDC.. FGC: FSR GL. GLV GV- GYP HPS HV IT DRY PIPE ST51E/A- LS EXTRA, HAZARD. Gam -1 LH- EXTRA- HAZARD: GP 2' LMB FIRE- DEPT. CONNECTION OH1 • FLEX GRV COUPLING.° OH2 FIRE SPRINKLER RISER POG GALVANIZED: PIPE- PRS' GLOBE VALVE; Rite GATE VALVE Rn:: GYPROCK FINISH- SPD HIGH- PILED -STORAGE.` STP- HOSE VALVE Up, INSPECTOR'S TEST -ASSY WPS LATERAL BRACE- UGHT HAZARD:. LONGIZUDIWL BRACE ORDINARY HAZARD GP 1 ORDINARY- HAZARD GP -2 POINT' OE CONNECTION.? PREACTION- SYStEt- RISER BRACE RISER NIPPLE: STANDPIPE DRAIN. R1SER STANDPIPE RESER' UP PIPING- (TO SOURCE) WET PIPE SYSTEM! ISSUES & REVISIONS. NO DATE FOR PERMIT / INSTALL. 1 AUTO IFIRPROJECTIO' 3203 5TH -STREET SPACE -Z VA dRI COUWA 98665. LICENSE 183279: WA/ FIRESCL9220H-- 1.41.111111111111 HIGH SPRINKLER PIPING STAND' PIPE' PIPING-• i ® 1 E .* If:a. 1 12.83-I SWAY I ems: P- 360-7188604'• F-360-71843603 DRAWING TITLE: 3RD FLOOR FIRE SPRINKLER PLAN= &MISC. DETAILS= PROJECT NAME:. RAISBECKAVIATION -HIGH SCHOOL.. PROJECTADDRESS: 9229-E. MARGINAL. WAY S. TUKWILA, WA 98106. DRAW BY: CHECKED' BY APPROVAL: SCALE: PROJECT' N0:- SPKR- ON SHEET: SPUR' 0NvJOB:. B- KNIGHT R' COLE TUKHALA. FIRE DEPT. AS NOTED 11-150 484 1472. DRAWING NO: FR 4 OF 6 -z SYSTEM DESIGN DATA I REmo E AREA 01 tioMr.m. 014 11 12216 ft t 1Y .20 aisa rT 9 A.S. CO 120 GaT 1 .. 250 AREA OF APPLICATKIN 1731 SO FT MaiENTS 413.9 CP:, AT 99.4 P3 AT SRC I N. WATER SUPPLY INFORMATION: nog EFF9 ' I20Pa. Ramp... P, "a: 110 PSI YEN 800 00:11.9 FE.OI:SWJ MIN AT. SITE BY: TUKWILA WATER DEPT oAT • 10127/11 APPROVALS REQUIRED: T1,I.UILE FIRE DEPT., 011lllER- AVAIL. PRESSURE inn PSI EXCEEDS REQ. PRESSURE 99.4 PSI THIS IS A SAFETY MARGIN OF 20.5 PSI OR 11 % OF SUPPLY BEAM CLAMP NTS Retaining Strap Retaining Strap 3 8" A.T. ROD HANGER RING SYSTEM 4 AREA 1 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*18.1 6)/2];-55 Y= 27.76 15004%2726=408.9 1500-408.9 =1091.1 SQ FT ADD 30% FOR ROOF SLOPE = N/A 11092 SF * 1.2= 39.65 39.65 / 10' = 3.96 HEADS PER LINE ALL THREAD ROD HANGER RING BEAM CLAMP ALL THREAD ROD HANGER RING STEEL DECKING SEE NOTE BELOW METAL SAMMY SCREW XP20 SEE NOTE BELOW MIN/MAX STEEL UL PIPE MOD THKNESS SIZE XP2O 22-16 UP TO 2-1 2" STEEL DECK SAMM X PRESS JI=P20 HANGER ASSEA9.HLY 11 T S SCHEDULE. &° LEGEND SHAFT 6 G itomminulia m■st•IIIIr_ I isamilitlaumnor j T 1 1 SPRINKLER PIPE KEY HIGH SPRINKLER PIPING STAND PIPE PIPING ® 1 6m 1 imaggl1114,21 1® 1 axY 2 NON-COMISTIEILE VO SPACE wi .n rz NOT SEI IIS II1' MINN HUM 1....., ...=f E -- .== f I i 11T Ll11hI ' 1111 Its �s LM..A.V tlOAQ4`r-9L1Al�.AC.{ F�UEI`I�DR4CE� t'i I - 10-0 0-3 12 112 9-4 I TERRACE OPEN TO BELOW n 444 . o EAST MECH PENTHOUSE SHA.FT4! ELEV MACH 7-112 ! 2-1012 10-0 1 1 10-9 ' '3-0 7-'0 _0_11 19D-0 3.4 0 .IF 11 R y�'li n 7, 913 7' 3" Wl449 !CV 0 I 0 -0- --0- 1 t 0-- \ \ I \ g - ion mess_Atim� i Q�p,g 1 . vol RI . ���i� G3a;tTil- rr!• w u Nal-jJJ0 EiLE r , " -1 2 1 dl 10-0 t 8e0 - SMOKE CONTROL II 1-812 1 10-0 i 11 10-0 r u in2:0 441 ,.448 4• i 10-0 10403 1" 4-1 112 --0 Q7"- 104 rwelignialStliju1 REVIEW STAMPS 111 111 111 111 II 10-0 10-0 gel 41 0-51 9-7 1 5 0 .v 10-0 1 ' 1-5 5248 8-7 11 I 1 10-0 o Te2 4 !EST MECH PENTHOUSE 2-5 9-7 10-0 11-5 8-7 5 2 1 11# ►^1 11., 3-0- o 1 .4112 i- 1 I 'OSI 1 - I I�><_ - I N. SI .. M G.. MSD La,- 1 .Cr 12 UPR" BRASS. 155 5.60' 1/2' TY3131.: TYCO. TY -FRB'. 1"' SPRIG: 12_ PEND- WHITE 155-' 5.60: 1/2' TY3532. TYCO RE II CONCEALED 1 SIDE: CHROME 200. 5.60.: 1"" TY3335. TYCO: DS -1 N/A • Q 36 UPR` BRASS:- 155' 5.60.- 1/27- TY3131' TYCO: TY -FRB>- N/A' ©: 63' UPR BRASS. 155' 5.60 1/2"'' TY3131". TYCO. TY -FRB. 1"" SPRIG: ' 4-• PEND WHITE 155- 11.20" 3/4'- WOW. VIK= OH-ELO CONCEALED 4 PEND CHROME 155= 5.60 1/2' TY3532 TYCO-- RF -II CONCEALED 14y- 2 SIDE CHROME. 200: 11:20: 1"" TY5339- TYCO- DS -3 STANDARD HEAD: CAaNEr WTMH Milt 24 SPARE HEADS & WRENCH(ES)- PROVIDED" TOTAL COUNT 4TH FLOOR-' = 134 - itomminulia m■st•IIIIr_ I isamilitlaumnor j T 1 1 SPRINKLER PIPE KEY HIGH SPRINKLER PIPING STAND PIPE PIPING ® 1 6m 1 imaggl1114,21 1® 1 axY 2 NON-COMISTIEILE VO SPACE wi .n rz NOT SEI IIS II1' MINN HUM 1....., ...=f E -- .== f I i 11T Ll11hI ' 1111 Its �s LM..A.V tlOAQ4`r-9L1Al�.AC.{ F�UEI`I�DR4CE� t'i I - 10-0 0-3 12 112 9-4 I TERRACE OPEN TO BELOW n 444 . o EAST MECH PENTHOUSE SHA.FT4! ELEV MACH 7-112 ! 2-1012 10-0 1 1 10-9 ' '3-0 7-'0 _0_11 19D-0 3.4 0 .IF 11 R y�'li n 7, 913 7' 3" Wl449 !CV 0 I 0 -0- --0- 1 t 0-- \ \ I \ g - ion mess_Atim� i Q�p,g 1 . vol RI . ���i� G3a;tTil- rr!• w u Nal-jJJ0 EiLE r , " -1 2 1 dl 10-0 t 8e0 - SMOKE CONTROL II 1-812 1 10-0 i 11 10-0 r u in2:0 441 ,.448 4• i 10-0 10403 1" 4-1 112 --0 Q7"- 104 rwelignialStliju1 REVIEW STAMPS 111 111 111 111 II 10-0 10-0 gel 41 0-51 9-7 1 5 0 .v 10-0 1 ' 1-5 5248 8-7 11 I 1 10-0 o Te2 4 !EST MECH PENTHOUSE 2-5 9-7 10-0 11-5 8-7 5 2 1 11# ►^1 11., 3-0- o 1 .4112 i- 1 I , 1t I 112 4-512' --- - I 3® 1 CAA 10-0- 1 01 5! 10-0 5 -1 5! 8-7 10-0 t91R!QS t® qt 1s 66 f 10-0 51243 144. i 1 1 ['s i 9t2�6 5 0-7 10-0 VAC122 t 1 Q 6@ 41 S i 4-5 5-7 .7E4 S 10-0 5' 1114,-220 Iii 5f r 0-7 10-0 r+; , HV2 aVar fa NEW �,9 a 9-d n °ss WALL IS NOT FULL ?HEIGNT�- 4 E3/8 • 6-7 *44.28 42 -*3- i 4-5 5-7 '91 51 9-812 1174226 ea tl 4 1 a L:r S 1 1111__-. 11111111111ifs/11AM/ / 161111,11.1.11..MIMI,0 I:I: �rutrras '.l��.i�lt�,�� % . _-, Irl _� 12 tar ,........11OOiIrTMII!gpIP.MMArgmmmll1111111111111h.l. - In: :1 �ti�. !9 _�1C4i----- --.__.------ ! I"•Q-ass'` LEV MACH 64- 0° 11111. 11, 12.1121.9.1211104* GENERAL CONTRACTOR PORTER BORTHERS CONST 2922 Marklian AMMO, East ARCHITECT- BASSETTI ARCHITECTS 71 COLUMBIA ST; SUITE 500 - SEATTLE, WA-- 98104 A/S. AUTO- SPRINKLER.' AFF ABOVE- FINISHED FLOOR' ma ABOVE FIRMED GRADE AFS' ANTIFREEZE SWOP. BBLK BELOW BOTTOM: OF DECK Bat. BELOW BOTTOM( OF mist BBV, BUTTERBALL VALVE, BFV, BUTTERFLY VALVE CV,' CHECK- VALVE Drr PPIND 0 SOU ABBREVIATIONS DM DRY PPE SYSTEW E111 EXTRA- HAZARD GFk-1 FDC FIRE DEFT: CONNECTION, FOC FLEX GM/ COUPLIND- GALVAMZEO PIPE GLV GLOBEVALVE GIP- GATE VALVE GYP' GYPROCK HPS PILED- STORAGE Fht HOSE VALVE amaimIt LEL-- LATERAL BIKE LW LIGHT'. HAZARD I.Na; LONGITUDINAL BRAZE OHr ORDINARY- HAZARD- GP 1 On =NARY -HAZARD GP 2 POD. paw OF CONNECTION. PRS:: PREXTKX4, =Elk RW, RISER BRACE Raz- RISER-NIPPLE- SM.- STANDPIPE DRAIN, RISER:*- STP1 STANDPIPE RISER:- - UP- PIPING (TM SOURCE) HMO MUM IMMO 11111111 0 2'- ISSUES & REVISIONS NO DATE DESCRIPTION - FOR PERMIT INSTALL _L r_ KEY NOTES: 4" STAN!, PIPE. RISER 2-I/2" HOSE VALVE - SEE DETAIL FPI FLOOR CONTROL VALVE - SEE FPI FOR DETAIL H5LIJ SPRINKLER LOCATED UJITI-IN 2' OF THE EOTTOM OF ELEVATOR PIT PER NFPA 13 13.15.6.1 SPRINKLER REQuinr) AT TI -IE TOP OF ELEVATORHOISTWAY COME3UST115LE ENCLOSURE IS PRESENT PER *PA 13 8.15.5.5 3RD FLOOR R0011 PROTECTED U.1/ CONCEALED SPRINKLER PER ARCI-IITECTURAL DRAWINGS DRY I4SW PROTECTING EXTERIOR DECK PER ARCHITECTURAL NONCOME3USTII5LE &HAFT NO SPRINKLERS REQUIRED OMER TO MAINTAIN STAIRUAY TOWER(S) AT OR A5OVE 4•0°F AT ALL TIMES IRREGULAR COFNER PER NFPA 13 FIGURE A.5.632.3 EXTENDED COVERACA.519RWLERS CALCED FOR MAX SPACIIN6 W UP 8' MAX OFF 013S. 3203 65TH STREET, SPACE 21 VAlsCOUVER, WA; 98663 LICENSE OR/ 183279. WA/ FIRESCL92201i P 360-718-8604 F360-718-8603 MECH. PENTHOUSE: FIRE SPRINKLER': PLAN DRAWING TITLE: MECH PENTHOUSE FIRE SPRINKLER PLAN &MISC. DETAILS PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL PROJECT ADDRESS: 9229 E MARGINALWAY S.. TUKWILA, WA 98108 CHECKED BY:- SPKR' OM SHEET: D. KNIGHT R COLE TUKWILA FIRE. DEPT. AS- NOTED 11-150 134 1472 DRAWING NO; FP 5 OF 6 �VALVF�O 2-1/2'�l 1 fL0� L40 49 ro pi/2, per" 1441-VE 2 2si/2, TED � � �O�i Loon10 14) 24/2' I £2c2 242 VALY VALV E L�A�D a 214 DOANO F ATE CH 4" AIM 110 0 SUPPLY Y • l a " ) eO c)6,1p]p� ! 1,DETAL ttieoe ogrAL Exr 21/2' H Loc STAND PIPE DESIGN DATA 5o E �A a.Ar.SS, PE CLASS 1 BUILDING AREA ft 2 ' 4 - 2 1/2" HOSE W/250 in MINIMUM EACH © 100 nMINLIUfd EACH 1tVALVES REMOTE NOZZLE(S) LOCATED IN STAIR MEW E15 1036 9 GPU AT 45.9 PSI AT POINT SRC MANUAL UJET STAND PIPE AUGMENTED UJ/ PUMPER TRUCK WATER SUPPLY INFORMATION: STATIC PRESSURE 120 PSI, RESIDUAL PRESSURE 110 PSI Y111i SDDD GPM FLOWING EN AT: SITE BY: TUKILI1LA WA1ER DEPT DATE I0/71/I1 APPROVALS REQUIRED: TUKWILA FIRE DEPT, OWNER AVAIL PRESSURE 1195 PSI EXCEEDS REQ. PRESSURE 45.9 PSI THIS IS A SAFETY MARGIN OF 10.9 PSI OR 59 % OF SUPPLY L6cATED 2-1/2' ,40,9E VAL � IN VALE 2ND F VALVE 24/2' ' VAL LocAlow gEEDEAL' AL or • oN BrY VALvE 1/80 17 07) VALvE LATERAL 2' HOSE VALVE C LOCATED 0 ORD FLOOR VALEtA ANO 24/28 L 2®OCA L F,Y VALVE D TA FP I FPI REVIEW STAMPS GENERAL CONTRACTOR • PORTER BORTHERS CONST 2222. Meridian Avenue =East Edgewood, wa 98371-1032 Phone:- (253) 927-2822 ARCHITECT BASSETT! ARCHITECTS 71- COLUMBIA ST, SUITE 500 SEATTLE, . WA 98104- 20E-340-9500 A/S- AUTO SPRINKLER ACE EIEC: AR COMPRESSOR-- MP OMPRESSORAFF- ABOVE FINISHED FLOOR>. AFG• ABOVE FINISHED, GRADE AFS ANTIFREEZE SYSTEM,- EERY.- BELO*,BOTTOWOF DECK- BBJ BELO* BOTTOM. OPJOIST BBVL BUTTERBALL .VALVE BFP BACKFLOW PREVENTER: BFV BUTTERFLY VALVE' CV CHECK* VALVE DLS DELUGE SYSTEM., DTP DOWN PIPING • SOU' « ABBREVIATIONS ISSUES & REVISIONS DPS DRY- PIPE SYSTEM= LB -i LATERAL BRACE. EHt EXTRA HAZARD GP- 1 LH- LIGHT HAZARD EH2 . EXTRA- HAZARD GP 2 LNB'. LONGITUDINAL. BRACE FDC: FIRE DEPT: CONNECTION OH1 ORDINARY HAZARD- GP- 1 FGC FLDC: GRV COUPLING OH2 ORDINARY HAZARD GP 2 FSR FIRE SPRINKLER RISER POCPOINT- OF CONNECTION - GL. GALVANIZE/ PIPE PRS PREAC1ION SYSTEM, - GLV GLOBE VALVE. REV RISER BRACE GV GATE VALVE Rn, RISER NIPPLE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER HPS HIGH- PILED STORAGE STP STANDPIPE RISER - HV- HOSE_VALVE. Up:- UP- PIPING (TO SOURCE) rt INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM DESCRIPTION FOR PERMIT / INSTALL AUTOMATIC ? IRE PROTECTION 3203.65TH-STREET; SPACE2_ VANCOUVER; WA. 98663.. I LICENSE /!. .183279- WN FIRESCL9220H P 360-718-8604- F360-718-86031 DRAWING TITLE:. CLASS III STAND. PIPE PLAN & MISC. DETAILS PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL. PROJECT ADDRESS: 9229 E. MARGINAL WAY S. TUKWILA, WA98108-- DRAW BY: CHECKED. BY: APPROVAL SCALE PROJECT NO:. HOSE VALVES ON SHEET: SPKR ON, JOB:: B 'KNIGHT R COLE TUKWILA FIRE" DEPT: AS . NOTED 11-150. 14 1472 SYSTEM DESIGN DATA REMo E AREA * 1 .. OH 11 .. 12,216 ft 2 DESCH uE TY 20 GFII/S0 Fr 9 A.S. ® 120 SOIFT HEAD s 250 CPH AREA CF APPLICATION 1031 so Fr Frottara4ns 413.9 ran AT SSA PS AT SRC K NPT WATER SUPPLY INFORMATION: am PAcsau.c 120 Ps. RESIDUAL PRESSURE 110 PS ,Ani 8000cm Rome MIN AT. SITE er. TUKWILA WATER DEPT DATE 10/21/11 APPROVALS REQUIRED: TUKWILE FIRE DEPT, OILIER AVAIL PRESSURE 119.9 PSI EXCEEDS REQ. PRESSURE 99.4 PSI THIS IS A SAFETY MARGIN OF 205 PSI OR 11 % OF SUPPLY Retaining Strap SYSTEM 4 AREA 1 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*18.1 6)/2]+55 Y=27.76 1500*.2726 = 408.9 1500-408.9 =1091.1 SQ FT ADD 30% FOR ROOF SLOPE = N/A 1� SF * 1.2= 39.65 39.65/ 10' = 3.96 HEADS PER LINE BEAM CLAMP BEAM CLAMP NTS Retaining Strap ALL THREAD ROD HANGER RING BEAM CLAMP ALL THREAD ROD HANGER RING 3 8" A.T. ROD HANGER RING METAL SAMMY SCREW XP20 SEE NOTE BELOW MIN/MAX STEEL UL PIPE MOD THKNESS SIZE XP20 22-16 UP TO 2-1/2" STEEL DECK SAMMY X—PRESS XP20 HANGER ASSEMBLY NTS A.CeEPTED ❑ Wrtout Comments ❑ As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date Will void this acceptance. and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwlia Fire Prevention Bureau. Date: 3 By: Y TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. ,13-S- and exact address for shut- down or rem o 5t!o R1 appy Oval. SPRINKLER SCHEDULE & LEGEND TO BE 1.1 ED ON ALL 6" PIPING HANGER SPACING 6 - MAX 151-0" CHANNEL SIZE SECT. MOD. A u 1 5/8' x 1 5/8' x 12 ga. .202 6" STRUT CLAMP 1-5/8" X 1-5/8" STRUT 6" SPRINKLER PIPE / CONCRETE FLOOR DECK I DRILLED POWERS SNAKE + CONCRETE INSERT POSERS SNAKE + CONCRET INSERT / STRUT ASSEMBLY NTS SPRINKLER PIPE KEY HIGH SPRINKLER PIPING STAND PIPE PIPING — ' — — - I I 12� 1 05 i�N r 4 1] I f ' E 14 {T T 1 �yM a,: I fl -0Q " \1+2 ELEV MACH 9.0. 10-0 10-0 SWAY_•BRAeNONE Off!K1fLUENCE ;BRACT 1 et,,�1-ti .i, 10-0 17-112 2-1012 10-0 r O EAST MECH PENTHOUSE Ef 741 0 SYS. 4 AREA 1 020/1031 SQ FT 1.4111.11110,11111141,111111111111 41. ` l SHAFT4 15-0 TERRACE OPEN TO BELOW -4 EI ; T11 4IE tl1 �„ ,�� 1 .ifsr0iir a®smac�a®O�/ 'ArArd ®OlaillI c�.Zs®o���7� ',�,®..�%'.i 0- CD -�- u� al II 11 T 0— --- ----- - 3-6 -2 t 8-0 L3- %15,45555 %.575 a -t— T — — 0 0 71 miaow EST MECH PENTHOUSE • • ELEV MACH ... ............. ...?/'1% .y 0.5 -47 SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ESCUTCH. 0 12 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB 1" SPRIG ® 12 PEND WHITE 155 5.60 1/2" TY3532 TYCO RF 11 CONCEALED ® 2 SIDE CHROME 200 5.60 1" TY3335 TYCO DS -1 N/A 0 36 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB N/A 0 63 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB 1" SPRIG FOR PERMIT / INSTALL 4 PEND WHITE 155 11.20 3/4" VK538 VIK OH-ELO CONCEALED PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL 4 PEND CHROME 155 5.60 1/2" TY3532 TYCO RF -II CONCEALED i 2 SIDE CHROME 200 11.20 1" TY5339 TYCO DS -3 STANDARD HEAD CABINET WITH MIN. 24 SPARE HEADS & WRENCH(ES) PROVIDED TOTAL COUNT 4TH FLOOR = 135 Q'KE I NOTES: 4" STAND PIPE RISER 2-1/2" HOSE VALVE - SEE DETAIL FP1 FLOOR CONTROL VALVE - SEE FPI FOR DETAIL NSW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF ELEVATOR PIT PER NFPA 13 8.155.1 SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE IS PRESENT PER NFPA 13 8.1555 3RD FLOOR ROOM PROTECTED W/ CONCEALED SPRINKLER PER ARCHITECTURAL DRAWINGS DRY I -15W PROTECTING EXTERIOR DECK PER ARCHITECTURAL NONCOMBUSTIBLE SHAFT NO SPRINKLERS REQUIRED OWNER TO MAINTAIN STAIRWAY TOWERS) AT OR ABOVE 40'F AT ALL TIMES IRREGULAR CORNER PER NFPA 13 FIGURE A.Sb323 NOTE :VK ECQR 014-ELO PLAN SYMBOL = • • EXTENDED COVERACsE SPRINKLERS CALCED FOR 16' x 16' - 256 SQ Ft. MAX SPACINCx 16' W/ 8' MAX OFF O135. MINIMUM SPACING BETWEEN HEADS IS 8' MECH PENTHOUSE FIRE SPRINKLER PLAN 12,276 SO. FT. v va-r- a PAID Fr'-' 2 _ 2013 TUKWILA FIRE - r. REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS ISSUES & REVISIONS FIRESTOP COMPANYMECH AUTOMATIC 3203 65TH STREET, SPACE 2 VANCOUVER, WA. 98663 LICENSE ORI 183279 WA/ FIRESCL9220H P 360-718-8604 F 360-718-8603 DRAWING TITLE: PENTHOUSE FIRE SPRINKLER PLAN & MISC. DETAILS DRAWN BY: B KNIGHT\ ' PORTER BORTHERS CONST 7772 Meridian Avenue East A/S AUTO SPRINKLER ACE ELEC. AIR COMPRESSOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ANTIFREEZE SYSTEM BBD BELOW BOTTOM OF DECK BBJ BELOW BOTTOM OF JOIST BBV BUTTERBALL VALVE BFP BACKFLOW PREVENTER BFV BUTTERFLY VALVE CV CHECK VALVE DLS. DELUGE SYSTEM Dn DOWN PIPING 0 SOURCE DPS DRY PIPE SYSTEM LB LATERAL BRACE EH1 EXTRA HAZARD GP 1 LH UGHT HAZARD EH2 EXTRA HAZARD GP 2 LNB LONGITUDINAL BRACE FDC FIRE DEPT. CONNECTION OH1 ORDINARY HAZARD GP 1 FGC FUD( GRV COUPLING OH2 ORDINARY HAZARD GP 2 FSR FIRE SPRINKLER RISER POC POINT OF CONNECTION GL GALVANIZED PIPE PRS PREACTTON SYSTEMPROJECT GLV GLOBE VALVE RB RISER BRACE GV GATE VALVE Rn RISER NIPPLE GYP GYPROCK FINISH SPD STANDPIPE DRAIN RISER HPS HIGH PILED STORAGE STP STANDPIPE RISER HV HOSE VALVE Up UP PIPING (TO SOURCE) IT INSPECTOR'S TEST ASSY WPS WET PIPE SYSTEM CHECKED BY: R COLE NO DATE DESCRIPTION APPROVAL TUKWILA FIRE DEPT. Edgewood, wa 98371-1032 Phone: (253) 927-2822 OQ • FOR PERMIT / INSTALL PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SCALE: AS NOTED A 11/2012 REVISIONS ARCHITECT NO: 11-150 BASSETTI ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE,WA 98104 206-340-9500 SPKR ON SHEET: 134 PROJECT ADDRESS: 9229 E. MARGINAL WAY S. TUKWILA, WA 98108 SPKR ON JOB: 1472 DRAWING NO: FP 5 OF 6 4' TO 1444 toms° V STAND PIPE DESIGN DATA SYSTEM E AREA * STctissND PPE CLASS 1 BUILDING AREA ft 2 2 — 2 1/2" HOSEVALVES W/250 GPM MIND/UM EDA© 16 PSI M NJM EACH REMO1E NOZZLE(S) LOCATED IN STAIR p RQUIREMEENTS Som GPM AT 113.8 PSI AT POINT SRC AUTOMATIC WET STAND PIPE SUPPLY INFORMATION: STATIC PIKE 120 PSI, RESIDUAL PRESSURE 110 PSI VA1H 8000 GPM FLOWING 7W�AST7ER TAKEN AT: SITE BY: TUKWILA WATER DEPT DATE 10/21/11 APPROVALS REQUIRED: TUKWILA FIRE DEPT., OWNER AVAIL. PRESSURE 119.9 PSI EXCEEDS REQ. PRESSURE 113.5 PSI THIS IS A SAFETY MARGIN OF 6.1 PSI ORr5 % OF SUPPLY 04i, 4 sP 010 Y VALVE FPi 6'Pt § oPt ' Hose VALE*Art; rd0800 2-1/? LOCATED VA ,1/2, FoOF LE LOCATED v 24/2' VALe rr�) �► �� C 242' SEE DOA FP1 OR LOCA FLO6' TE 0 0 DRAti vALvE, 8' UG suppLy far 1 A v rU�� R°°a � �- EXIT�l� STANP PAPE ToMAT WET TIOWY A6 VII DO yyiV To ETRIC ErVir " °1'a IL 4' AA° MIA 242' December 16, 2009. VALVE LA AL. fn) C o Tukwila Fire Department RYP) VALVE LA 41*- 1405f ) VALVE -at 2-1/2'3RD FLOOR LOCATED EYP) VALVE LATERAL ,.� 2-1/2 LoCA )E VAT. VE 00R LWOW WTO C VALVE� �242'FLooR LOCA , Rzcz vitt DEC 2 2a4 8 errs AlittiI M Nicholas J, Qlivas, Ffre Chief Ms. Judy Yeoh flasetti Architects 71 Columbia Strom, Suite 500 Seattle, Washington 98104. Raisbeck Aviation High School Vai iance Request TMC Chi 16.48. Dear Ms.: Yeoh:. YHYftw/i//oxft.i„,,waopyaii//a/aaarV (3. 03/114: '” j -3 -1 .i 7 1 have reviewed the tetters dated October 26, 2009, November 3, 2009 and November 4, 2009, regarding Modification t� . the high rise building requirements outlined in Tukwila Municipal Code 16.48. The Fire Department finds the proposed methods adequate to provide appropriate life safety .measures within the proposed building. • The modifications will be: • Mechanical smoke control systems in the center, multry, lobby areas and two exit stair enclosures. Doors into the lobby and cross -corridor doors will also. be. placed on magnetic hold -opens, This will be in lieu of the 10% requirement for opening or breakable glazing. • The building Will be equipped with an Ordinary. Hazard Group II fire sprinkler density and appropriate sprinkler head spacing. Fire springier coverage of non-combustible void spaces will be completed, as well as ire sprinider coverage of building overhangs and exterior terraces. The fire sprifl ler.design•will provide minimum 76,P51 et 500 GPM at the most remote standpipe Iocadon, This will be acceptable to omit the Installation of the fire purrlps. If you have any questions Or concerns, please do not hesitate to contact me at 206575-4407 or dtomasogiVpl ►ila,we,us... • Sincerely, B/C Don Tornaso Fire Marshal T:I.� 03 RECEIVED Ji 2911 PERMIT GEMEP Ilea4uattersStatlarit 4444ridover Parki t Taino;ita, Wasskgton 9$J48 • I'haree: 20675754404 • Fax: 281E -3`7g-4439 . 7A J."'A ' "=KS i1"1Tmvnt AfitabC/ccc4r, itA:TT 'Ft37,/T^4i/AP DEAL FF" DE rAL FPt DETAIL REVIEW STAMPS GENERAL CONTRACTOR ABBREVIATIONS PORTER BORTHERS CONST 2792 Meridian Avenue East Edgewood, wa 98371-1032 Phone: (253) 927-2822 ARCHITECT BASSETTI ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA 98104 206-340-9500 A/S ACE AFF AFG AFS BBJ BBV BFP BFV CV DIS AUTO SPRINKLER ELEC. AIR COMPRESSOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANTIFREEZE SYSTEM BELOW BOTTOM OF DECK BELOW BOTTOM OF JOIST BUTTERBALL VALVE BACKFLOW PREVENTER BUTTERFLY VALVE CHECK VALVE DELUGE SYSTEM DPS EH1 EH2 FDC FGC FSR GL GLV GV GYP HPS HV Dn DOWN PIPING (TO SOURCE) R DRY PIPE SYSTEM EXTRA HAZARD GP 1 EXTRA HAZARD GP 2 FIRE DEPT. CONNECTION FLEX GRV COUPUNG FIRE SPRINKLER RISER GALVANIZED PIPE GLOBE VALVE GATE VALVE GYPROCK FINISH HIGH PILED STORAGE HOSE VALVE INSPECTOR'S TEST ASSY LB LH LNB OH1 OH2 POC PRS RB Rn SPD STP Up WPS LATERAL BRACE UGHT HAZARD LONGITUDINAL BRACE ORDINARY HAZARD GP 1 ORDINARY HAZARD GP 2 POINT OF CONNECTION PREACTWN SYSTEM RISER BRACE RISER NIPPLE STANDPIPE DRAIN RISER STANDPIPE RISER UP PIPING (TO SOURCE) WET PIPE SYSTEM ISSUES & REVISIONS NO DATE DESCRIPTION FOR PERMIT / INSTALL FIRESTOP COMPANY AUTOMATIC FIRE PROTECTION 3203 65TH STREET, SPACE 2 VANCOUVER, WA. 98663 LICENSE OR/ 183279 WN FIRESCL9220H P 360-718-8604 F 360-718-8603 DRAWING TITLE: CLASS III STAND PIPE PLAN & MISC. DETAILS DRAWN BY: B KNIGHT CHECKED BY: R COLE APPROVAL TUKWILA FIRE DEPT. PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SCALE: AS NOTED PROJECT NO: 11-150 HOSE VALVES ON SHEET: 14 PROJECT ADDRESS: 9229 E. MARGINAL WAY S. TUKWILA, WA 98108 SPKR ON JOB: 1472 DRAWING NO: FP 6 OF 6 V V V V V V V V V V V V V V V V V V SYSTEM DESIGN DATA REMO E AREA 41 " flp,. Old 11 taneGi4 "PEA 26253 ft 2 D 20 GP FT 13 A.S. © 120 SQ/FT HEAD A.LOBAMES 250 GPM AMA of APPLZADON 1020 SQ FT Zou 512.8 GMAT 94.1 Ps AT SRC 1 NPT WATER SUPPLY INFORMATION: sunt 120Ps. RESIDUAL Al4 AT: SITE 6Y: TUKWILA WATER DEPT DATE 10/11/11 PRESSURE: 110 PSI WIN 8000cPm Fwwyo aSt AT: SITE BY: TUKWILA WATER DEPT DATE: 10/21/11 APPROVALS REQUIRED: TUKWILE FIRE DEPT:, OWNER AVAIL PRESSURE 1199 PSI EXCEEDS REQ. PRESSURE 941 PSI THIS IS A SAFETY MARGIN OF 25.8 PSI OR 22 % OF SUPPLY SYSTEM DESIGN DATA REMo E AREA * 2 RG.AS9 ,.... 014 11 IJAA8d8/h'Fa 26,283 ft SQ/FT HEAD 250 tau DESIGN TY 20 crm/sQ FT 13 A.S. © 13/0Q /� AREA CC AFFUCATIQN• 1015 SQ FT FTOEN1 618.0 CPU AT 114.1 Ps AT SRC 1 NPT WATER SUPPLY INFORMATION: sumo FuzSs Rse 120 Ps, RESIDUAL PRESSURE: 110 Ps TM 8000cP,c FLCAWIG Al4 AT: SITE 6Y: TUKWILA WATER DEPT DATE 10/11/11 APPROVALS REQUIRED: TUKWILE FIRE DEPT., ODER AVAIL PRESSURE 1199 PSI EXCEEDS REQ. PRESSURE 114.1 PSI THIS IS A SAFETY MARGIN OF 5.8 PSI OR 5 % OF SUPPLY Retaining Strap BEAM CLAMP NTS Retaining Strap ALL THREAD ROD HANGER RING BEAM CLAMP ALL THREAD ROD HANGER RING SYSTEM 3 AREA 1 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*14.5')/2]+55 Y=33.25 % 1500*.3325=498.75 1500-498.75=1001.25 SQ FT ADD 30% FOR ROOF SLOPE = N/A ✓1002 SF * 1.2= 37.98 37.98 / 10 = 3.79 HEADS PER LINE SYSTEM 3 AREA 2 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*11.0 ')/2]+55 Y=38.5 % 1500*.385 =577.5 1500-577.5 =922.5 SQ FT ADD 30% FOR ROOF SLOPE = N/A 9� SF * 1.2= 36.45 36.45 / 9 = 4.05 HEADS PER LINE 3 8" A.T. ROD , Nor V v v v v w v .. SYSTEM DESIGN DATA SYSTEM 0 3 IEMTA4*3 „>.. ' 014 11 .A 26 -53 ft t .20 a'„nr FT 1 A.S. © 256 T HEAD num= 250 tau AREA of APPUGnav 1102 so FT MI&its 5993 C.14 AT 113.9 PSI AT SRC 1 NPT WATER SUPPLY INFORMATION: sloe Kess.ra 120 P . RESOUM. F9 rE: 110 FST 9Yni 8000cpu Ftou o M, An SITE at MLA WATER DEFT DATES 10/21/11 APPROVALSTIIK . REQUIRED: MULE FIRE DEPT, Ol•NER AVAIL PRESSURE 119.9 PSI EXCEEDS REQ. PRESSURE 1139- Psi THIS ISA SAFETY MARGIN OF 6.0 PSI OR 5 % OF SUPPLY SYSTEM DESIGN DATA IEM0TEAEA4 QfSS� 1`1..... 1014 11 . 26253 ft 2 CeMtudtatn% .20 CPU/SO FT 6 A.S. © 256 SO/FT FSHD eiztexts 250 aw AREA OF APF'AT1ON 1115 • SQ FT T°TRE TS 5863 AT 912 Ps AT SRC ; NPT WATER SUPPLY INFORMATION: sTAn=t 120PST. RES.DUAL F Re 110 PSI WITH 8000cpu RAVING Tal AT: SITE en T1JCWILA WATER DEFT DATE: 10121A1 APPROVALS REQUIRED: TMW1LE FIRE DEPT., OIINER AVAIL PRESSURE 1199 PSI EXCEEDS REQ. PRESSURE 4312 PSI THIS IS A SAFETY MARGIN OF 28.1 PS OR 24 % OF SUPPLY METAL SAMMY SCREW XP20 SEE NOTE BELOW BRANCH LINE - ARMOVER LENGTH VARIES SEE PLAN / O 1/2" SSU ON 1" SPRIG e 1/2" SSP ON DROP PLAN SYMBOL(S) = ®° 1/2" SSU ON 1" SPRIG p DRY SSP ON DROP © 1/2" SSU ON 1" SPRIG EC 011 SSP ON DROP SYSTEM 3 AREA 3 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*11.0 ')/2]+55 Y= 38.5 % 1500*.385 -577.5 1500-577.5 =922.5 SQ FT ADD 30% FOR ROOF SLOPE = N/A ✓923 SF * 1.2= 36.45 36.45 / 14 = 2.6 HEADS PER LINE SYSTEM 3 AREA 3 DETERMINED USING NFPA 13 2010 MODIFIER 11.2.3.2.3.1 Y=[(-3*11.0 ')/2]+55 Y= 38.5 % 1500*.385 =577.5 1500-577.5 =922.5 SQ FT ADD 30% FOR ROOF SLOPE = N/A /923 SF * 1.2= 36.45 36.45 / 14 = 2.6 HEADS PER LINE UPRIGHT MCAD 1 x 1/2" REDUCED COUPLING 1" SPRIG 1x1x1"BULLTee 9,6 13' 4" 14' 8" 14' 6" S'-3" 14' 6" -1 AvAirttv•rsr ii w��i ww�mtiwwifemagosticrAco `. c (a 3/4)- -- - C1,AS A9 ' 1 352: 11'76' yi15 I <SO> (1 1/4) a1' -;- etASSR7,1 f 2018 • M -- +i s 1 ,o I-' %alo , f:� cf,, it of Tif SYS: 3 AREA 2 I 020/1100..SQ FT I TERRACE OPEN TO ABOVE SEE FPR FOR SPRINKLERS.: 1 I •_= F 0111��ww�� merderArAterArdrA t-w.%�s► e • s csi (`8 . •Cd 'i 04 8. -:-, CORRIDOR ••' 11. a it A 112 1-5 '1 HANGER RING MIN/MAX STEEL UL PIPE 1` MOD TIIKNESS SIZE I XP20 22-16 UP TO 2-1/2" STEEL DECK SAMMY X -PRESS X'20 HANGER ASSEMBLY NTS 4 1/2" MIN (TYP) 4 1/2" MIN (TYP) 1" CLEAR MIN A.T. ROD -- CONCRETE DECK 12" MIN (TYP) DRILLED INSERT POWERS SNAKE+ 1 1/4" MIN A.T. ROD HANGER RING HANGER RING POWERS SNAKE+ CONCRET INSERT NTS CONCRETE DECK DRILLED INSERT POWERS SNAKE+ A.T. ROD HANGER RING POWERS SNAKE+ CONCERT INSERT' N -TS SYM CNT POSITION FINISH • - -• ; NPT I- MFG. IML 4::] ills I ®- r TERRACE OPEN TO ABOVE SEE FPR FOR SPRINKLERS.: 1 I •_= F 0111��ww�� merderArAterArdrA t-w.%�s► e • s csi (`8 . •Cd 'i 04 8. -:-, CORRIDOR ••' 11. a it A 112 1-5 '1 HANGER RING MIN/MAX STEEL UL PIPE 1` MOD TIIKNESS SIZE I XP20 22-16 UP TO 2-1/2" STEEL DECK SAMMY X -PRESS X'20 HANGER ASSEMBLY NTS 4 1/2" MIN (TYP) 4 1/2" MIN (TYP) 1" CLEAR MIN A.T. ROD -- CONCRETE DECK 12" MIN (TYP) DRILLED INSERT POWERS SNAKE+ 1 1/4" MIN A.T. ROD HANGER RING HANGER RING POWERS SNAKE+ CONCRET INSERT NTS CONCRETE DECK DRILLED INSERT POWERS SNAKE+ A.T. ROD HANGER RING POWERS SNAKE+ CONCERT INSERT' N -TS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ESCUTCH. ®- 142. UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB 1" SPRIG @:" 142 PEND WHITE 155 5.60 1/2" TY3532 TYCO RF 11 CONCEALED 3 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB 1" SPRIG - 3 PEND WHITE 200 5.60 1" TY3535 TYCO DS -C CONCEALED boo 5 SIDE CHROME 200 5.60 1" TY3335 TYCO DS -1 N/A 0 61 UPR - BRASS 155- 5.60 1/2": TY3131 TYCO TY -FRB 1" SPRIG a:: 43 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB 1" SPRIG ':" 2. PEND WHITE: 155 5.60 1/2" TY3532 TYCO RF II CONCEALED z: 40 PEND CHROME 155 11.20 3/4" VK538- VIK OH-ELO CONCEALED 20 UPR BRASS 155 5.60 1/2" TY3131 TYCO TY -FRB - 1" SPRIG Q - 20 PEND CHROME 155 11.20 3/4" VK538-• VIK OH-ELO CONCEALED ro-: 5 SIDE CHROME 200 5.60 1/2' TY3331 TYCO TY -FRB 401 HEAD CABINET WITH MIN: 24 SPARE HEADS Sc-.WRENCH(ES) PROVIDED . TOTAL. COUNT 3R0 FLOOR- = 486 15RAIDED SPRINKFLEX FLEXIBLE --- SPRINKLER I-10SE FITTING MAXIMUM TOT.! tpOF3BENDS \a 11 DROP CEILING TILE SPRINKIB opo �1' `i° 1--- c+1'. "__` � � 3<� .•�, +- __ Si CONCEALED ESCHUtEON DETAIL of UPDOWN HEAD NOT TO SCALE 10' 3" 5'-1" STORAGE - wow CLASSRM Cal -r 1 , r T- I J r J iii/ 0 004 iiia -- 1t( • .. -- 2 v2-'-1-- ..�.-- 4 9- , I 5-3..--3*. - Cr -43 - < t' 5`Q i I 1-i1I • Al 5r4i2 1 il I I' i (_ ! 6- r i , 5.1 I i 1 -1-t-1-- 40. !tt a _ - t. 1 1 CLASSR,a.'6( 1 ; I i I jjl I s iI . tt : ^ 11, 0� I ` t j9 `� , 1 9 10412 7-512---1-1- 11 9-9 5-11--3-0--1 1#1 -512- .7..,-- ..--, =ails"- --= . - -17-'-'," ---. i - - -T-71 =ra,-n II " = ' == ----=. �"" - :i :i - -_ _ - -- - - - 405 .... -- -r - -- - 04 -- --1`- - -- -- �- I_ __. ___ I f. , , , I i , t: 1, i�,,l ; __ _ --61a l-3 =312 il;' ._____!.;4.1 { - - ' - - RO LEARNING 1 - 1 ;OPEN= - • OLAISSRIk IV ti 7'-7 OPE TO ABOVE SEE FP4 6-114 a • 12-0-. GF I J r J 0 004 iiia -- 1t( ',l X11 9:10 - i i 11 I 1-i1I • Al 5r4i2 1 il I I' i (_ ! 6- r i , 5.1 I i 1 -1-t-1-- !tt a 1 - - t. OLAISSRIk IV ti 7'-7 OPE TO ABOVE SEE FP4 6-114 a • 12-0-. GF 16-81: 1 \I{ 5-21' 1:2415S 144 - --4- 1. ffi4,155 (T.314) �s r�r,.ra•1 .aauawnnz-.,�-.y-...csi.a REVIEW STAMPS GENERAL CONTRACTOR - PORTER BORTHERS CONST 2929 Meridian Avenue East Edgewoad, wo 98371-1032- Phone: (253) 927-2822 ARCHITECT BASSETTI ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA- 98104- 206-340-9500 8104-206-340-9500 Ws ACE AFF AFG • AFS BBD 88J AUTO SPRINKLER' ELEC. AIR -COMPRESSOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE. ANTIFREEZE SYSTEM BELOW, BOTTOM: OF DECK BELOW BOTTOM 0E- JOIST BBV: BUTTERBALL VALVE BFP BACIIffLOW,PREVENTER BEV BUTTERFLY VALVE- CV ALVECV CHECK VALVE• DLS DEUGE. SYSTEM. Dn DOWN PIPING- 0 SOU ABBREVIATIONS ISSUES & REVISIONS. SPRINKLER PIPE KEY IGH SPRINKLER PI IND: - STAND PIPE PIING, 12' 9' 71' 2 16' Q'KE( NOTES: 411 STAND PIPE RISER 2-1/2" H0SE VALVE - SEE DETAIL FPI FLOOR CONTROL VALVE - SEE FF1 FOR DETAIL I-ISW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF ELEVATOR PIT PER NFPA 13 8.185.1 SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE I5 PRESENT PER NFPA 13 8.18.5.5 ROOM PROTECTED W/ DRY I -15W PER ARCHITECTURAL DRAWINGS DRY SSP IN INSULATED "ENVELOPE" PER ARCI-IITECTURAL MAIN RUN TIGHT TO DECK PER ARCHITECTURAL BRANCH LINE RUN HIGH AND THROUGH FRE -FAB HOLES IN STEEL BEAM NOT USED NONCOMBUSTIBLE SHAFT NO SPRINKLERS REQUIRED 1-15W AT TOP OF SKYLIGHT SHAFT PER ARCHITECTURAL DETAIL INSULATION PER ARCHITECTURAL. DETAIL - BY OTHERS OWNER TO MAINTAIN STAIRWAY TOWER(5) AT OR ABOVE 40°F AT ALL TIMES IRREGULAR CORNER PER NFPA 13 FIGI.IRE A.81o323 NOTE :VMK ECQR OH-ELO PLAN SYMBOL = O. • • EXTENDED COVERAGE SPRINKLERS CALCED FOR 16' x16' - 256 GO FT. MAX SPACING 16' W/ 8' MAX OFF 085. MIN1h1Uh1SPACING BETUIEEN HEADS IS 8' 3RD FLOOR-: FIRE SPRINKLER PLAN 26,283 sn Fr. a 1/8! Ow- DPS DRY PIPE SYSTEM, EH1 EXTRA•FIAZARD GP 1 EH2 EXTRA HAZARD GP 2 FDC FIRE DEPT. CONNECTION-• FGC- FLEX GRV COUPLING FSR' FIRE SPRINKLER RISER GL GALVANIZED PIPE GLV GLOBE VALVE GV- GATE VALVE GYP- GYPROCK FINISH HPS FIIGH PILED STORAGE HV HOSE VALVE R INSPECTOR'S TEST ASSY LB LATERAL BRACE W LIGHT HAZARD NO INB-- LONGITUDINAL. BRACE. OH1 ORDINARY HAZARD' GP 1 0142 ORDINARY HAZARD) GP .2 POC POINT OF CONNECTION- PRS PREACTION-SYSTEM• RS' RISER- BRACE Rn-- RISER- NIPPLE SPD STANDPIPE- DRAM RISER STP STANDPIPE RISER Up.. UP PIPING. (T0- SOURCE) WPS WET PIPE SYSTEM - DESCRIP110N AS QUILT DRAWING TITLE: 3RD. FLOOR FIRE SPRINKLER PLAN, &-MISC. DETAILS fz,cNil 5E.. DRAWN- BY• !» CHECKED BY B KNIGHT R COLE 9/4/12 FOR PERMIT / INSTALL REVISED FOR HVAC COORDINATION - AUTON WEIREPROTECTIOAt 320465TH- STREET SPACE 2 VANCOUVER, WA. 98663: LICENSE. OR/ 183279: WA/ FIRESCL9220H-- P 360-718-8604 x-360-718-8603 PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL PROJECT ADDRESS:_ 9229 E MARGINAL WAY S. TUKWILA, WA 98108 SCALE: PROJECT NO: SPKR ON SHEET: SPKR ON JOB: AS NOTED 11-150 484 1472 DRAWING NO: FP 4 OF 6 I J r J 0 004 iiia -- 16-81: 1 \I{ 5-21' 1:2415S 144 - --4- 1. ffi4,155 (T.314) �s r�r,.ra•1 .aauawnnz-.,�-.y-...csi.a REVIEW STAMPS GENERAL CONTRACTOR - PORTER BORTHERS CONST 2929 Meridian Avenue East Edgewoad, wo 98371-1032- Phone: (253) 927-2822 ARCHITECT BASSETTI ARCHITECTS 71 COLUMBIA ST, SUITE 500 SEATTLE, WA- 98104- 206-340-9500 8104-206-340-9500 Ws ACE AFF AFG • AFS BBD 88J AUTO SPRINKLER' ELEC. AIR -COMPRESSOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE. ANTIFREEZE SYSTEM BELOW, BOTTOM: OF DECK BELOW BOTTOM 0E- JOIST BBV: BUTTERBALL VALVE BFP BACIIffLOW,PREVENTER BEV BUTTERFLY VALVE- CV ALVECV CHECK VALVE• DLS DEUGE. SYSTEM. Dn DOWN PIPING- 0 SOU ABBREVIATIONS ISSUES & REVISIONS. SPRINKLER PIPE KEY IGH SPRINKLER PI IND: - STAND PIPE PIING, 12' 9' 71' 2 16' Q'KE( NOTES: 411 STAND PIPE RISER 2-1/2" H0SE VALVE - SEE DETAIL FPI FLOOR CONTROL VALVE - SEE FF1 FOR DETAIL I-ISW SPRINKLER LOCATED WITHIN 2' OF THE BOTTOM OF ELEVATOR PIT PER NFPA 13 8.185.1 SPRINKLER REQUIRED AT THE TOP OF ELEVATOR HOISTWAY WHEN COMBUSTIBLE ENCLOSURE I5 PRESENT PER NFPA 13 8.18.5.5 ROOM PROTECTED W/ DRY I -15W PER ARCHITECTURAL DRAWINGS DRY SSP IN INSULATED "ENVELOPE" PER ARCI-IITECTURAL MAIN RUN TIGHT TO DECK PER ARCHITECTURAL BRANCH LINE RUN HIGH AND THROUGH FRE -FAB HOLES IN STEEL BEAM NOT USED NONCOMBUSTIBLE SHAFT NO SPRINKLERS REQUIRED 1-15W AT TOP OF SKYLIGHT SHAFT PER ARCHITECTURAL DETAIL INSULATION PER ARCHITECTURAL. DETAIL - BY OTHERS OWNER TO MAINTAIN STAIRWAY TOWER(5) AT OR ABOVE 40°F AT ALL TIMES IRREGULAR CORNER PER NFPA 13 FIGI.IRE A.81o323 NOTE :VMK ECQR OH-ELO PLAN SYMBOL = O. • • EXTENDED COVERAGE SPRINKLERS CALCED FOR 16' x16' - 256 GO FT. MAX SPACING 16' W/ 8' MAX OFF 085. MIN1h1Uh1SPACING BETUIEEN HEADS IS 8' 3RD FLOOR-: FIRE SPRINKLER PLAN 26,283 sn Fr. a 1/8! Ow- DPS DRY PIPE SYSTEM, EH1 EXTRA•FIAZARD GP 1 EH2 EXTRA HAZARD GP 2 FDC FIRE DEPT. CONNECTION-• FGC- FLEX GRV COUPLING FSR' FIRE SPRINKLER RISER GL GALVANIZED PIPE GLV GLOBE VALVE GV- GATE VALVE GYP- GYPROCK FINISH HPS FIIGH PILED STORAGE HV HOSE VALVE R INSPECTOR'S TEST ASSY LB LATERAL BRACE W LIGHT HAZARD NO INB-- LONGITUDINAL. BRACE. OH1 ORDINARY HAZARD' GP 1 0142 ORDINARY HAZARD) GP .2 POC POINT OF CONNECTION- PRS PREACTION-SYSTEM• RS' RISER- BRACE Rn-- RISER- NIPPLE SPD STANDPIPE- DRAM RISER STP STANDPIPE RISER Up.. UP PIPING. (T0- SOURCE) WPS WET PIPE SYSTEM - DESCRIP110N AS QUILT DRAWING TITLE: 3RD. FLOOR FIRE SPRINKLER PLAN, &-MISC. DETAILS fz,cNil 5E.. DRAWN- BY• !» CHECKED BY B KNIGHT R COLE 9/4/12 FOR PERMIT / INSTALL REVISED FOR HVAC COORDINATION - AUTON WEIREPROTECTIOAt 320465TH- STREET SPACE 2 VANCOUVER, WA. 98663: LICENSE. OR/ 183279: WA/ FIRESCL9220H-- P 360-718-8604 x-360-718-8603 PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL PROJECT ADDRESS:_ 9229 E MARGINAL WAY S. TUKWILA, WA 98108 SCALE: PROJECT NO: SPKR ON SHEET: SPKR ON JOB: AS NOTED 11-150 484 1472 DRAWING NO: FP 4 OF 6 — W rzC J J CD 0 CDV CD CD CC a CD U O PLOT DATE: 17—Nov-2011 Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS MANUFACT. PART NUMBER A 1 Intelligent Fire Alarm System Control Panel SBB-D4 Enclosure at 72" to Top Notifier NFS2-3030 FACP 1 pair 14AWG Fire Rated Cable (FPLP) --- 1 Digital Voice Control Mounts inside FACP Notifier DVC -EM 60991B • 1 Remote Annunciator - 160 Character ABF-2DB Enclosure at 66" to Top Notifier LCD -160 FARA Red Jacket w/ Black Stripe --- 1 Smoke Control Annunciator Mounts Inside FACP HR Kirkland --- LA 193 Intelligent Photo Smoke Detector 4 Square Deep w/ 3" Round Ring Notifier FSP -851 w/B710LP base 13, 5 Intelligent Heat Detector: 135' (Fixed Temp) 4 Square Deep w/ 3" Round Ring Notifier FST -851 w/B710LP ba ;e 0194 5 Intelligent Heat Detector: 194' (Fixed Temp) 4 Square Deep w/ 3" Round Ring Notifier FST -851H w/B710LP b3: -- 2 Intelligent Duct Smoke Detector w/Photo Detector Surface (Ref. Mfg Information) System Sensor DNR w/FSP-851 R Resettable Aux Power Circuit 19 Intelligent Manual Pull Station 4 Square Deep w/ 1 Gang Ring; Mounted at 48" to Top Notifier NBG-12LX F T 2 pair 24AWG Telephone Cable 1 Intelligent Monitor Module 4 Square Deep Notifier FMM-1 IM 60993B Red Jacket w/ White Stripe 5 Intelligent Monitor Module Dual Circuit 4 Square Deep Notifier FDM-1 DM Speaker (Audio) Circuit 6 11 Intelligent Output Control Module 4 Square Deep Notifier FCM-1. lc Notes: 1— Wire Manufacturer is for Reference Purpose Only. When using other Manufacture, ensure proper Cross Reference 2— FPLP can be used in most all applications with the exclusion of Wet and Circuit integrity Requirements 3— Install wiring per NEC. Use cable type consistent with NEC requirements, IE: plenum, riser, underground, etc. 4— The Y Fiber Optic cable listed. is a BELDEN Cable part number as West Penn no longer supports Fiber Optic Cable 5— When using Y Cable (Copper Wire): wire must be installed in a continuous path point—to—point. ABSOLUTL.EY NO SPLICES ARE ALLOWED. 6— This Cable must be installed in Raceways, per "IBC 909.12.1 Wiring' Requirements for Smoke Control System Operation 10 Intelligent Relay Module 4 Square Deep Notifier FRM-1 IR 7 XP Monitor Module - 10 Class A or B Circuits Requires Separate BB -XP & BB -25 Enclosure Notifier XP10-M XP1DM 7 XP Output Control Module - 6 Class A or B NAC Circuits Requires Separate BB -XP & BB -25 Enclosure Notifier XP6-C XP6C 0135 4 Elevator Shunt Trip Heat Detector: 135' Fixed Temp; Dual Cont3t1Square Deep w/ 3" Round Ring Notifier 5623 1 VESDA LaserPlus Photo Detector; 4 Combined Pipes Part Includes Enclosure Xtralis VLP-400 Series vLP IR1 2 120VAC Power Supervision Module 2- 4 Square Deep or 4 Square Deep w/ Voltage Separation I arrierNotifier PR -1 54 Remote Slave Relay (DPDT) Part Include Backbox; Surface Mount Notifier R -20E R 4 Remote Slave Relay (DPDT) for Smoke Control Damper Operatidilart Include Backbox; Surface Mount Notifier R -20E R1 20 Remote Slave Relay (DPDT) for Fan Controller Operation Part Include Backbox; Surface Mount Notifier R -20E 4 Auxiliary 8A Field Power Supply w/ Onboard FCM-1 Part Include Backbox; Surface Mount Notifier FCPS-24S8 w/ FCM-1 APSx El 27 Wall Strobe 15cd: White 4 Square Deep w/ 1 Gang Ring; Mounted at 80" to Bottom System Sensor SW El 6 Wall Speaker w/ Strobe 15cd: White 4 Square Deep w/ Ext Ring; Mounted at 80" to Bottom System Sensor SPSW M 2 Wall Speaker w/ Strobe 30cd: White 4 Square Deep w/ Ext Ring; Mounted at 80" to Bottom System Sensor SPSW 12 Wall Speaker w/ Strobe 75cd: White 4 Square Deep w/ Ext Ring; Mounted at 80" to Bottom System Sensor SPSW 6 3 Wall Speaker w/ Strobe 30cd: Weatherproof: White Part Includes WP Backbox; Mount at 80" to Bottom System Sensor SPSWK 6 3 Wall Speaker w/ Strobe 75cd: Weatherproof: White Part Includes WP Backbox; Mount at 80" to Bottom System Sensor SPSWK ® 9 Ceiling Strobe 15cd: White 4 Square Deep; Center on Ceiling Tile System Sensor SCW 3Q 3 Ceiling Strobe 30cd: White 4 Square Deep; Center on Ceiling Tile System Sensor SCW 0 6 Ceiling Strobe 75cd: White 4 Square Deep; Center on Ceiling Tile System Sensor SCW t� 21 Ceiling Speaker w/ Strobe 15cd: White 4 Square Deep w/ Ext Ring; Center on Ceiling Tile System Sensor SPSCW 8 Ceiling Speaker w/ Strobe 30cd: White 4 Square Deep w/ Ext Ring; Center on Ceiling Tile System Sensor SPSCW g 37 Ceiling Speaker w/ Strobe 75cd: White 4 Square Deep w/ Ext Ring; Center on Ceiling Tile System Sensor SPSCW 2 Ceiling Speaker w/ Strobe 95cd: White 4 Square Deep w/ Ext Ring; Center on Ceiling Tile System Sensor SPSCW 1 Electric Bell; 6"; 24VDC: Red WBB Back Box: Surface Mount at 80" to Bottom System Sensor SSM24-6 0 .1 Kitchen Hood Suppression System Supplied by Hood Suppression Contractor 39 Magnetic Door Holder Supplied by General Contractor DH 10 Motorized Door Opener Supplied by General Contractor DO ® 20 Door Position Indicator (Open or Closed Feedback Status from Door Opener) Supplied by General Contractor 1 Fire Sprinkler: Waterflow Switch Supplied by Sprinkler Contractor CO 2 Fire Sprinkler: Tamper Switch Supplied by Sprinkler Contractor ® 1 Fire Sprinkler: Dry System: Alarm Pressure Switch Supplied by Sprinkler Contractor ® 1 Fire Sprinkler: Dry System: Valve Tamper Supplied by Sprinkler Contractor ®® 2 Fire Sprinkler: Dry System: High/Low Pressure Switch Supplied by Sprinkler Contractor .?6, 74 Motorized Smoke FireSupplied Damper by Mechanical Contractor 35 HVAC Fan Interface / Disconnect SSuuppliedoby Mechanical ( 77} > 5 • Pressurization Fan Interface / Disconnect Su O y Mechanical Contract f '77 1 --- 5 Fan Feedback Status; ON&OFF Status via VFD Controller NoteE 3,4)Supplied ( by Mechanical Contractor 5 Fan Power Monitoring; 240, 277 or 480/3 -Phase Motor Protector (by Greenlee #5102) Supplied by Electrical Contractor PM Notes: 1— Device shown for identification only 2— Devices shown on FA Drawings in a Gray Scale are Existing Devices and may not be included in the above Symbol Legend 3— Current Sensing Relay for 120VAC Applications: Use Functional Devics # RIBXGHTA (120VAC 0.75-150A) 4- Current Sensing Relay for 480VAC Applications: Use Functional Devices # RIBXLCRA (480VAC/3—Phase 1.5-150A) Wire Legend SYMBOL DESCRIPTION • WEST PENN P.N. COLOR CODING TYPE OF CIRCUIT APPLICATION NOTES A 1 pair 16AWG Fire Rated Cable (FPLP) 60991B Red Jacket w/ No Stripe Conventional (IDC) Circuit 6 C 1 pair 14AWG Fire Rated Cable (FPLP) • 609936 • Red Jacket w/ White Stripe Audible (NAC) or NAC Power Circuit 6 D 1 pair 16AWG Twisted \ NON Shielded Fire Rated Cable (FPLP) • 60991B • Red Jacket w/ No Stripe Data. (SLC) Circuit 6 G 1 pair 16AWG Fire Rated Cable (FPLP) 60991B Red Jacket w/ Black Stripe Aux Relay Interface . • 6 J 1 pair 14AWG Fire Rated Cable (FPLP) 60993B Red Jacket w/ Black Stripe HVAC Interface 6 L 1 pair 14AWG Fire Rated Cable (FPLP) 60993B Red Jacket w/ Black Stripe Aux Equipment Interface Mount [IC] NAC Control Module (or [IM] Monitoring Module) inside of FCPS Series Power Supplies with use of provided Standoffs N 1 pair 16AWG Twisted \ Shielded Fire Rated Cable (FPLP) D991 Red Jacket w/ Orange Stripe 485 Network Circuit Route Cable Ariai/Underground through Surge Suppressor for Lightning Protection prior to reconnection to any System Device/Circuit. P 2 Cond. 14AWG THHN (in EMT) 59 (+) Red (—) Black Aux Power Circuit • 6 R 1 pair 14AWG Fire Rated Cable (FPLP) 609936 Red Jacket w/ Neon Green Stripe Resettable Aux Power Circuit 480/3 VAC Power Monitor — Use Greenlee 5102 Motor Protector to Monitor all 3 phases of the Power feeding the Fan. Monitor must be installed after last disconnect S 2 Cond. 14AWG THHN (in EMT) (+) Blue (—) Grey Strobe (NAC) Circuit 6 T 2 pair 24AWG Telephone Cable CAT3 Grey Jacket Telephone Circuit U • 1 pair 14AWG Fire Rated Cable (FPLP) 60993B Red Jacket w/ White Stripe NAC Sync Circuit 6 V 1 pair 16AWG Twisted \ Shielded Fire Rated Cable (FPLP) 60990B Red Jacket w/ Yellow Stripe Speaker (Audio) Circuit 6 W 4 Cond. 18AWG Fire Rated Cable (FPLP) 60982B Red Jacket w/ Lt Blue Stripe Remote Test Station Circuit Notes: 1— Wire Manufacturer is for Reference Purpose Only. When using other Manufacture, ensure proper Cross Reference 2— FPLP can be used in most all applications with the exclusion of Wet and Circuit integrity Requirements 3— Install wiring per NEC. Use cable type consistent with NEC requirements, IE: plenum, riser, underground, etc. 4— The Y Fiber Optic cable listed. is a BELDEN Cable part number as West Penn no longer supports Fiber Optic Cable 5— When using Y Cable (Copper Wire): wire must be installed in a continuous path point—to—point. ABSOLUTL.EY NO SPLICES ARE ALLOWED. 6— This Cable must be installed in Raceways, per "IBC 909.12.1 Wiring' Requirements for Smoke Control System Operation e Hag Notes NOTE # DESCRIPTION 1 Route Cable To Fire Alarm J Box on Floor Below 2 Route Cable To Fire Alarm J Box on Floor Above 3 Route Cable to Elevator Controller for Primary Recall (Phasel) 4 Route Cable to Elevator Controller for Alternate Recall (Phase2) 5 Route Cable to Elevator Controller for Auxiliary Indicator "Red Hat" Function 7 Route Cable to FACP Gutter 8 Route Cable to FATC on same Level 9 Route Cable to HVAC Fan Shutdown Interface Circuit on—board HVAC Equipment 10 Route 120VAC Switch Leg of Damper Circuit for Damper Shutdown (on Alarm) thru R -20E (or MR201) 11 Route 120VAC Switch Leg of Door Holder Circuit for Door Release thru R -20E (or MR201) 12 Route 120VAC Switch Leg for HVAC thru R -20E (or MR201) 14 Route Cable to Telephone Equipment Room and Terminate Phone Lines onto 2— RJ -31X Jacks that are located with 36° of FACP. Digital Communicator/Dialer Provided and Programmed by Monitoring Agency. DLFP WILL NOT Program any dialer. when Monitored by an Agency other than DLFP. 22 Provide Properly Sized Gutter to be Mounted over FACP, VECP or FCPS to meets the requirements of NEC70 23 Provide 3/4' or 1* EMT Conduit Between Cabinets — Verify location of 120VAC Power for each Cabinet 24 Reference Connection Details on Sheets FA001 for Wiring Interface 27 Provide Fire Alarm Monitoring of Shunt Trip Heat Detectors. Loop type °A" Cable through all N.O. Contacts on Shunt Trip Heat Detectors and place EOL Resistor inside J—Box in Mach Room. 28 Non System Heat Detector for Elevator Shunt Trip Only, Mount Within 18' of each Sprinkler Head — DO NOT T—TAP: Use 3 — #12awg; 1— 120VAC Feed; 2— Retum to Shunt Trip Breaker & 3— Return to 120VAC Power Monitor. The purpose of the 120VAC Power Monitor is to always ensure power is at the last Shunt Trip Heat. Wire all Shunt Trip Heats so that any Heat will activate the Shunt Trip Breaker. Shunt Trip Breaker must be directly controlled by Shunt Trip Heat Detectors and cannot be routed through FACP (per WAC 296-96-02277) 29 Coordinate with Fire Sprinkler Contractor for Interface Connections 30 Mount Smoke Detector within 60° of Doors. See '2007 NFPA 72— Chap 5.16.6 Smoke Detectors for Door Release Service' 35 Mount [IC] NAC Control Module (or [IM] Monitoring Module) inside of FCPS Series Power Supplies with use of provided Standoffs 42 Configure Power Supply for General Alarm Operation (4 NAC Outputs) 48 This FSD is protected by an Area Smoke Detectors located in all area's that this FSD is supplying air to. 49 - Route Cable Ariai/Underground through Surge Suppressor for Lightning Protection prior to reconnection to any System Device/Circuit. 58 Smoke Control Damper Position Status Monitoring; Use the Type '2A' Cables to Monitor the Damper "Open* Position and the Damper 'Closed* Position via the internal "Open/Closed Indicators"(OCI)Switch's. P 9� YP P P P Mechanical Contractor must provide Dampers with Dual °OCI° Switches, one (1) N.O. and one (1) N.C. switch as measured in the Damper Open Position. 59 Smoke Control Damper Relay [R1]; for Control of the Damper, Route the 120VAC Power for Damper Operation thru the N.C. Contacts of the R -20E (or MR201) 60 Pressurization or Smoke Control Fan Relay [R2]; Route the 120VAC Power for Fan Operation thru the N.O. Contacts of the R -20E (or MR201) 61 Pressurization or Exhaust Fan Feedback Status Monitoring; Use the Type '2A' Cables to Monitor the Fan "ON' Status and the Fan "OFF° Status via the following methods: a) Output from VFD Controller, b) CT Relay Mounted on Power Feeders or c) Sail Switch Mounted in Duct 63 This Cable required 2Hr Protection. Cable must be installed utilizing one of three (1 of 3) Methods of Protection: a) Embedded in Concrete; b) Utilizing circuit Integrity Cable or c) Enclosed in 2Hr Rated Assembly. All methods are described in NEC70 Article 700.9 64 480/3 VAC Power Monitor — Use Greenlee 5102 Motor Protector to Monitor all 3 phases of the Power feeding the Fan. Monitor must be installed after last disconnect 96 Ensure the use of Riser Rated Cable when Installing Cable between separate Floors. 8" 4x4x48 GUTTER 81" FACP PANELLAYOUT -i� 6" f 1'-5" • '1 DESCRIPTION ,- 1 • ��• iii n a R. ° e H� t L! .' •' TA .O" RI ADDRESS: 2332 S JEFFERSON AVE FA003 VESDA INSTALLATION INFORMATION TACOMA, WA 98108 . ..m FA201 r ct a) LEVEL 02 FAS LAYOUT B LEVEL 03 FAS LAYOUT FA204 FAX: 253-272-5214 FA303 LEVEL 03 ATRIUM VESDA LAYOUT EMAIL: jasonr@totemeledric.com LEVEL 04 PRESSURIZATION FAN INTERFACE &. CONTROL FA401 FIRE ALARM 1 LIFE SAFETY PROVIDER: NAME: DETECTION LOGIC FIRE PROTECTION Lt 6 ..11.1... b � LEVEL 03 FAS RCP LAYOUT - -�- 1� s.n - •� .i I .oma 1 II IQ II Q I ;n 81" FACP PANELLAYOUT -i� 6" f 1'-5" • '1 APSI 0 FCPS24-S5 SCALE: NONE r •i L 0 PRESSURIZE . WEST STAIR .OFF O CR FAST OFF EXHAUST. .ATRIUM PRESSURIZE EAST STAIR ON FAST OR 0 •� STAR LAMP TEST 0 0 0 J CONTROL ANNUNCIATOR (jPRESSURIZATION SCALE: I/2 = I' OEIAL.FSIZEJ TUKWILA FIRE DEPARTMENT Please cal) 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. DEVICE DESIGNATION LEGEND: (ONYX) ADDRESSABLE INITIATING DEVICES: PANEL SIGNAL LOOP CIRCUIT (SLC) DEVICE ADDRESS "12x" PLUS r "D" = DETECTOR "M" = MODULE NOTE A DETECTOR & MODULE MAY HAVE THE SAME FIELD ADDRESS EXAMPLE: D D D s 0 s : 1D127 1M127 D "m7" EQUALS "121 REMOVE TAB ON DIAL FOR ADDRESSES 100 AND ABOVE NOTIFICATION I VISUAL CIRCUITS: CIRCUIT TYPE: "C": FACP NAC CIRCUIT "N"=APS NAC CIRCUIT "P" = 24VDC POWER CIRCUIT "R" = 24VDC RESET POWER CIRCUIT "S" = STROBE CIRCUIT V = VOICEISPEAKER CIRCUIT "Z" = AUDIO RISER CIRCUIT POWER SUPPLY OR AMP NUMBER SUB•CIRCUIT NUMBER NOTIFICATION APPLIANCES: BELL SIZE DESIGNATION "6" = 6" BELL "8" = 8" BELL "10":10" BELL "12" =12" BELL A "W' WITHIN THE DEVICE INDICATES THAT THIS DEVICE IS WEATHERPROOF STROBE CANDELA DESIGNATION "V= 15cd "3"- 30cd "6"=60cd "7" 75cd "9": 95cd "0"=110cd 115cd "35'=135cd "50"=150cd "77° =177cd "85"=185cd "H° = HORN ONLY = SPEAKER ONLY FIRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICALIARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICALIARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIORI() CLEAN-UP MUST BE CLEANED OR REPLACED AND IMLL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF DETECTION LOGIC TECHNICIANS. 11. ALL CIRCUITS TILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER "END -OF -UNE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO DETECTION LOGIC FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP. & CHECKOUT - 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALIBE KEPT BY PROJECT FOREMAN FOR USE BY DETECTION LOGIC TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH D.L. PROJECT MANAGER. ALL D.L. FIELD SERVICES MUST BE SCHEDULED WITH D.L. PROJECT MANAGER IMTH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPUCEIS PROFESSIONALLY INSTALLED, POLARIT:'#S OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE D.L. FIELD TECHNICIAN. 15. MOUNT AUDIBLEMSUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80" AFF TO A MAXIMUM OF 96" AFF SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. DETECTION LOGIC REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED ATA HEIGHT NO GREATER THAN 48" TO TOP AND NO LOWER THAN 36" TO BOTTOM. i L FIRE ALARM RISER i SCALE: NONE D,P TO DETECTION DEVICES TO EVACUATION DEVICES TO DETECTION DEVICES TO EVACUATION DEVICES TO DETECTION DEVICES 4S,V TO EVACUATION DEVICES 2D,P,10S,3V TO DETECTION DEVICES TO EVACUATION DEVICES 4S,V crb-E,3G,D I BBXP I 1 BB251 D,P l l D,P L 4__ ' 4 -, PROJECT CONTACT INFORMATION: DESCRIPTION CUSTOMER: NAME: TOTEM ELECTRIC PROJECT INFORMATION FA001 ADDRESS: 2332 S JEFFERSON AVE FA003 VESDA INSTALLATION INFORMATION TACOMA, WA 98108 , tk, FA201 O FA202 LEVEL 02 FAS LAYOUT B LEVEL 03 FAS LAYOUT FA204 FAX: 253-272-5214 FA303 LEVEL 03 ATRIUM VESDA LAYOUT EMAIL: jasonr@totemeledric.com LEVEL 04 PRESSURIZATION FAN INTERFACE &. CONTROL FA401 FIRE ALARM 1 LIFE SAFETY PROVIDER: NAME: DETECTION LOGIC FIRE PROTECTION E. i F = 6 ADDRESS: 21312 30TH DRIVE SE, SUITE #103 LEVEL 03 FAS RCP LAYOUT BOTHELL, WA 98021 T PHONE: 425-486-2600 —� r�-: FAX: 425-486-2611 12 SALESMAN: JOE SKVARLA joe.skvada@fs.utc.com EXT: 7616 PROJECT MANAGER: .BRAD BURNHAM brad.bumham@fs.utc.com EXT: 7612 DESIGNER: BRIAN VANDERHEYDEN O EXT: 7609 J" l APSI 0 FCPS24-S5 SCALE: NONE r •i L 0 PRESSURIZE . WEST STAIR .OFF O CR FAST OFF EXHAUST. .ATRIUM PRESSURIZE EAST STAIR ON FAST OR 0 •� STAR LAMP TEST 0 0 0 J CONTROL ANNUNCIATOR (jPRESSURIZATION SCALE: I/2 = I' OEIAL.FSIZEJ TUKWILA FIRE DEPARTMENT Please cal) 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. DEVICE DESIGNATION LEGEND: (ONYX) ADDRESSABLE INITIATING DEVICES: PANEL SIGNAL LOOP CIRCUIT (SLC) DEVICE ADDRESS "12x" PLUS r "D" = DETECTOR "M" = MODULE NOTE A DETECTOR & MODULE MAY HAVE THE SAME FIELD ADDRESS EXAMPLE: D D D s 0 s : 1D127 1M127 D "m7" EQUALS "121 REMOVE TAB ON DIAL FOR ADDRESSES 100 AND ABOVE NOTIFICATION I VISUAL CIRCUITS: CIRCUIT TYPE: "C": FACP NAC CIRCUIT "N"=APS NAC CIRCUIT "P" = 24VDC POWER CIRCUIT "R" = 24VDC RESET POWER CIRCUIT "S" = STROBE CIRCUIT V = VOICEISPEAKER CIRCUIT "Z" = AUDIO RISER CIRCUIT POWER SUPPLY OR AMP NUMBER SUB•CIRCUIT NUMBER NOTIFICATION APPLIANCES: BELL SIZE DESIGNATION "6" = 6" BELL "8" = 8" BELL "10":10" BELL "12" =12" BELL A "W' WITHIN THE DEVICE INDICATES THAT THIS DEVICE IS WEATHERPROOF STROBE CANDELA DESIGNATION "V= 15cd "3"- 30cd "6"=60cd "7" 75cd "9": 95cd "0"=110cd 115cd "35'=135cd "50"=150cd "77° =177cd "85"=185cd "H° = HORN ONLY = SPEAKER ONLY FIRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICALIARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICALIARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIORI() CLEAN-UP MUST BE CLEANED OR REPLACED AND IMLL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF DETECTION LOGIC TECHNICIANS. 11. ALL CIRCUITS TILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER "END -OF -UNE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO DETECTION LOGIC FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP. & CHECKOUT - 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALIBE KEPT BY PROJECT FOREMAN FOR USE BY DETECTION LOGIC TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH D.L. PROJECT MANAGER. ALL D.L. FIELD SERVICES MUST BE SCHEDULED WITH D.L. PROJECT MANAGER IMTH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPUCEIS PROFESSIONALLY INSTALLED, POLARIT:'#S OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE D.L. FIELD TECHNICIAN. 15. MOUNT AUDIBLEMSUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80" AFF TO A MAXIMUM OF 96" AFF SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. DETECTION LOGIC REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ TESTS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED ATA HEIGHT NO GREATER THAN 48" TO TOP AND NO LOWER THAN 36" TO BOTTOM. i L FIRE ALARM RISER i SCALE: NONE D,P TO DETECTION DEVICES TO EVACUATION DEVICES TO DETECTION DEVICES TO EVACUATION DEVICES TO DETECTION DEVICES 4S,V TO EVACUATION DEVICES 2D,P,10S,3V TO DETECTION DEVICES TO EVACUATION DEVICES 4S,V crb-E,3G,D I BBXP I 1 BB251 D,P l l D,P L 4__ ' 4 -, PROJECT CONTACT INFORMATION: DESCRIPTION CUSTOMER: NAME: TOTEM ELECTRIC PROJECT INFORMATION FA001 ADDRESS: 2332 S JEFFERSON AVE FA003 VESDA INSTALLATION INFORMATION TACOMA, WA 98108 MECHANICAL SCHEDULES FA201 CONTACT: JASON RILEY FA202 LEVEL 02 FAS LAYOUT PHONE: . 253-383-5022 - LEVEL 03 FAS LAYOUT FA204 FAX: 253-272-5214 FA303 LEVEL 03 ATRIUM VESDA LAYOUT EMAIL: jasonr@totemeledric.com LEVEL 04 PRESSURIZATION FAN INTERFACE &. CONTROL FA401 FIRE ALARM 1 LIFE SAFETY PROVIDER: NAME: DETECTION LOGIC FIRE PROTECTION FA402 LEVEL 02 FAS RCP LAYOUT ADDRESS: 21312 30TH DRIVE SE, SUITE #103 LEVEL 03 FAS RCP LAYOUT BOTHELL, WA 98021 PHONE: 425-486-2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvada@fs.utc.com EXT: 7616 PROJECT MANAGER: .BRAD BURNHAM brad.bumham@fs.utc.com EXT: 7612 DESIGNER: BRIAN VANDERHEYDEN brian.vanderheyden!@fs.utc.com EXT: 7609 SYMBOL & WIRE STYLE INDENTIFICATION 2C,D s b 5 • X XX , rIMMI•111111111111111111111111EMME111=11) ■ RACEWAY WIREICABLE INDENTIFIER 2C : 2 TYPE "C" CABLES D :1 TYPE "D" CABLE ENLARGED VIEWPORT DETAIL INDENTIFIER TOP UNE INDICATED DETAIL# BOTTOM LINE IS SHEET # • ENLARGED VIEWPORT OUTLINE ▪ SEE DETAIL IDENTIFIER SMOKE CONTROL ZONE BOUNDRIES 5------5 - ADA ROOM BOUNDRIES RACEWAY REQUIRED TO BE INSTALLED UTILIZING A 2Hr PROTECTION METHOD AC POWER (120, 240 or 480VAC) DIRECTION OF AIRFLOW THROUGH FSD DEVICE WIRING DETAIL NUMBER SHEET SPECIFIC ITEM NOTE Sheet Schedule SHEET # DESCRIPTION FA000 PROJECT INFORMATION FA001 WIRING DETAILS FA003 VESDA INSTALLATION INFORMATION FA005 MECHANICAL SCHEDULES FA201 LEVEL 01 FAS LAYOUT FA202 LEVEL 02 FAS LAYOUT FA203 LEVEL 03 FAS LAYOUT FA204 LEVEL 04 FAS LAYOUT FA303 LEVEL 03 ATRIUM VESDA LAYOUT FA304 LEVEL 04 PRESSURIZATION FAN INTERFACE &. CONTROL FA401 LEVEL 01 FAS RCP LAYOUT FA402 LEVEL 02 FAS RCP LAYOUT FA403 LEVEL 03 FAS RCP LAYOUT W'thn, gt Comments r i .: ;tee in Red The Attached Letter Per f \�. F.W LI INVi tter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and • omissions which do not authorize violations of adopted standards and orisices. The responsibillty.for the adequacy of aesigr i rests s 4otally with: the designer. Additions, deietio c r evasions to these drawings after this date will ,,c:d ti-; acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. • Date: a — �- ( By: SII EF -08 _,. _.. _,a�- 5A,3G 53G 34,3G ttl I BB25 i i D,P I I 6- 63• D,P D,P 20A;10G -- -- -- - — 4A,2G - -e--iTO LEVEL 03 8A,4G ---i6---S TO LEVEL 02 MAC - --6---3TO LEVEL 01 SPF -02 4D- 5A,3c,D. ! BBXP 1 J NOTICE. A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented - to the Inspector prior to commencement of Acceptance Testing of any Fre Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. PAID DEC -52011 TUKWILA FIRE g59— ISO'---^•mi�� p 0000 U oco 00 z oar OIn!! Q) O cC u") 0- IjJ N N NN FIRE ALARM CONTRACTOR z >w 0) 0 0 0 a W LL c� 0 J O W~ 00ig==i ON HIGH SCHOOL Qi F�1 g1=4 PROJECT NAME m D w SCALE: NO SCALE DEVELOPEMENT RELEASE DATE: 1111612011 PROJECT INFORMATION RISER & FACP LAYOUT FA -000 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESER PLOT DATE: 17 -Nov -2011 INSTALLATION OF ASPIRATING PIPE AND FITTINGS: INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL & STATION AHJ'S , NEC AND CONTRACT DOCUMENTS. GENERAL INFORMATION 1. ALWAYS USE TOOLS SPECIFICALLY DESIGNED FOR PLASTIC PIPE. 2. PROTECTIVE GLOVES ARE RECOMMENDED FOR USE WHEN SOLVENT CEMENTING. 3. IF HANDS COME INTO CONTACT WITH CEMENT, USE A WATERLESS ABRASIVE SOAP. 4. AVOID SOURCES OF HEAT OR OPEN FLAMES WHEN SOLVENT CEMENTING. 5. DO NOT SMOKE. ALWAYS CHAMFER AND DEBURR PIPE ENDS. 6. USE THE PROPER SOLVENT CEMENT (NOTE; AIR SHIPMENTS OF SOLVENT CEMENT ARE FORBIDDEN BY LAW). 7. ALWAYS REPLACE LIDS ON CANS WHEN NOT IN USE. 8. NEVER DILUTE SOLVENT CEMENT. 9. KEEP JOINTING SURFACES DRY IN WET WEATHER. 1.0. AVOID DIRECT INHALATION OF FUMES. USE IN A WELL -VENTILATED AREA. 11. WIPE UP SPILLS OR LEAKS IMMEDIATELY WITH CLEAN LINT -FREE CLOTH OR PAPER TOWELS. 12. FOLLOW RECOMMENDED CURE TIMES PRIOR TO TESTING THE SYSTEM. 13. PREVENT EXCESSIVE SOLVENT CEMENT FROM RUNNING INTO THE PIPE OR FITTING SOCKET. 14. THE INTEGRITY OF AIR SAMPLING SYSTEMS MAY BE AFFECTED IF PROPER CPVC SOLVENT CEMENT IS NOT USED. 15. •XTRAUS DISCLAIMS RESPONSIBILITY FOR ANY AIR SAMPLING PIPE SYSTEM CONSTRUCTED WITH CEMENTS OTHER THAN THOSE RECOMMENDED. INSTALLATION INSTRUCTIONS 1. MAIN SAMPLING PIPES (3/4") DIAMETER SHALL BE INSTALLED AS FOLLOWS: 2. AIR SAMPLING PIPE NETWORK CALCULATIONS SHALL BE PROVIDED BY XTRALIS OR A CERTIFIED XTRALIS VESDA DISTRIBUTOR. 3. ALL SOLVENT CEMENTED CONNECTIONS SHALL BE ASSEMBLED IN ' ACCORDANCE WITH XTRAUS RECOMMENDATIONS. 4. MAXIMUM SUPPORT SPACING FOR MAIN SAMPLING PIPES SHALL NOT EXCEED 5FT. 5.HANGERS AND SUPPORTS USED, SHALL BE FREE OF ROUGH OR SHARP EDGES AND SHALL NOT BIND THE PIPE FROM MOVEMENT. . 6. END CAPS SHALL BE SOLVENT CEMENTED TO EACH MAIN SAMPLING PIPE, AND DRILLED WITH A HOLE AS SPECIFIED BY THE ASPIRE2 MODELING PROGRAM. . 7. SAMPLING HOLES SHALL BE DRILLED TO APPROPRIATELY SIZE TO ACHIEVE THE SPECIFIED SYSTEM PERFORMANCE AS SPECIFIED AND CALCULATED BY THE SYSTEM DESIGN. 8. SAMPLING POINTS SHALL NOT BE SPACED AT MORE THAN 30FT INTERVALS. 9. EACH SAMPLING POINT SHALL BE IDENTIFIED WITH A LABEL 10. MINIMUM OD OF ALL CAPILLARY TUBE SHALL BE 3/8". . 11. MAXIMUM LENGTH OF ANY CAPILLARY TUBE SHALL NOT EXCEED 20FT. 12. THE CAPILLARY TUBE SHALL TERMINATE AT AN APPROVED CEILING SAMPLING POINT. 13. SOLVENT CEMENTING 14. SOLVENT CEMENT WELDING IS A SIMPLE AND QUICK MEANS OF CONSTRUCTING HIGH INTEGRITY LEAK FREE JOINTS. 15. CARE MUST BE USED TO ENSURE THAT THE CORRECT SOLVENT CEMENT IS USED AND THAT JOINING INSTRUCTIONS ARE FOLLOWED PROPERLY. 16. BEFORE APPLYING SOLVENT CEMENT APPROPRIATE SAFETY PRECAUTIONS MUST BE TAKEN. BE AWARE 17. AT ALL 11MES OF GOOD SAFETY PRACTICES. SOLVENT CEMENTS ARE FLAMMABLE. ELIMINATE ALL IGNITION SOURCES. ' 18. DO NOT SMOKE DURING USE AND DO NOT EXPOSE TO OTHER SOURCES OF HEAT OR FLAME IN WORKING OR STORAGE 19. AREAS. AVOID BREATHING VAPORS. USE ONLY WITH ADEQUATE VENTILATION. EXPLOSION PROOF MECHANICAL 20. VENTILATION OR LOCAL EXHAUST IS RECOMMENDED TO MAINTAIN VAPOR CONCENTRATIONS BELOW RECOMMENDED 21.' EXPOSURE LIMITS. IN CONFINED AREAS, A NIOSH APPROVED ORGANIC VAPOR CARTRIDGE RESPIRATOR WITH 22. FULL -FACE PIECE IS RECOMMENDED. CEMENT SHOULD BE STORED IN THE SHADE AT TEMPERATURES BETWEEN 23. 407 AND 1107 CONTAINERS SHOULD BE KEPT TIGHTLY CLOSED WHEN NOT IN USE, AND COVERED AS MUCH AS 24. POSSIBLE DURING USE. AVOID CONTACT IMTH EYES. SPLASH PROOF CHEMICAL GOGGLES ARE RECOMMENDED. 25. AVOID FREQUENT CONTACT WITH SKIN. WEARING PVA COATED GLOVES AND AN IMPERVIOUS .APRON ARE 26. RECOMMENDED. SOLVENT CEMENTS HAVE A LIMITED SHELF LIFE AND MUST BE USED PRIOR TO THE EXPIRATION 27. DATE. REFER TO PRINTED WARNINGS ON CEMENT CAN- AND MATERIAL SAFETY DATA SHEETS FOR ADDITIONAL 28. INFORMATION. JOINING PROCEDURES 1. THE FOLLOWING PROCEDURE MUST BE FOLLOWED: 2. THE PIPE MUST BE CUT SQUARE. CUTTING THE PIPE AS SQUARELY AS POSSIBLE PROVIDES A MAXIMUM 3. BONDING AREA. XTRAUS VESDA PIPE CAN BE CUT EASILY WITH A WHEEL -TYPE PLASTIC TUBING ' CUTTER 4. RATCHET STYLE CUTTER OR FINE TOOTHED SAW. CARE MUST BE TAKEN NOT TO SPOT THE PIPE IF A RATCHET TYPE 5. CUTTER IS USED, PARTICULARLY AT COLDER TEMPERATURES. 6. REMOVE ALL BURRS AND FILINGS,` AND PLACE A SLIGHT BEVEL ON THE PIPE END. A FILE OR CHAMFERING TOOL 7. IS SUITABLE FOR THIS PURPOSE. A PROPER BEVEL WILL EASE ENTRY OF THE PIPE INTO THE FITTING SOCKET AND 8. PREVENT SOLVENT CEMENT FROM BEING WIPED FROM THE JOINING SURFACES DURING ASSEMBLY. 9. WIPE LOOSE DIRT AND MOISTURE FROM THE FITTING SOCKET AND PIPE END BY USING CLEAN DRY RAG. CHECK 10. THE 'DRY FIT° OF THE COMPONENTS BEING JOINED TO ENSURE COMPATIBIUTY. THE PIPE SHOULD ENTER THE 11. FITTING SOCKET 1/4 TO 3/4 OF THE WAY. IF THE PIPE BOTTOMS WITH LITTLE INTERFERENCE FIT USE ' EXTRA SOLVENT 12. CEMENT WHEN MAKING THE JOINT. 13. USING THE APPROPRIATE SIZE APPLICATOR (A DAUBER OR NATURAL BRISTLE BRUSH 1/2 NE SIZE OF THE PIPE 14. DIAMETER ' BEING JOINED) APPLY A HEAVY EVEN COAT OF ONE-STEP CEMENT TO THE OUTSIDE PIPE END 15. WHILE WORKING INTO THE SURFACE. APPLY A MEDIUM COAT OF CEMENT TO THE FITTING SOCKET. IF THERE WAS 16. LITTLE INTERFERENCE DURING THE DRY FIT, APPLY A SECOND COAT OF CEMENT TO THE PIPE END AT THIS TIME. IT ' 17. IS IMPORTANT TO WORK QUICKLY SO THAT THE CEMENT IS STILL LIQUID (TO ALLOW SURFACES TO SLIDE) WHEN PIPE 18. AND FITTING ARE ASSEMBLED. 19. IMMEDIATELY INSERT THE PIPE. COMPLETELY. INTO THE FITTING SOCKET WHILE ROTATING THE PIPE 1/4 TURN. 20. PROPERLY ALIGN THE FITTING FOR INSTALLATION AT THIS 11ME. THE PIPE MUST BOTTOM TO THE FITTING STOP. 21. HOLD THE ASSEMBLY FOR 10 TO 15 SECONDS TO ENSURE INITIAL BONDING. A CONTINUOUS BEAD OF CEMENT 22. SHOULD BE EVIDENT AROUND THE JOINT. 23. WIPE OFF EXCESSIVE CEMENT WITH A RAG (EXCESSIVE CEMENT CAN CAUSE OVER -SOFTENING RESULTING 24. IN DAMAGE). THE ASSEMBLY MUST BE ALLOWED TO SET WITHOUT ANY •STRESS ON THE JOINT FOR 1 TO 5 25. MINUTES. . 26. THE ASSEMBLIES ' MUST BE ALLOWED TO CURE PROPERLY PRIOR TO USE. CURE, TIMES ARE A FUNCTION OF PIPE 27. SIZE, TEMPERATURE, HUMIDITY AND TIGHTNESS OF FIT. REFER TO FOLLOWING CURE 11MES FOR 3/4" TO 1" PIPE: • BETWEEN 607 TO 120'F = 1.5 HOURS CURE TIME • BETWEEN 40'F TO 59f = 4 HOURS CURE 11ME ' • BETWEEN 07 TO 39'F = 48 HOURS CURE 11ME t' CPUC VESDA SAMPUNG PIPE TO FIELD 5/8" UNISTRUT t' CPUC ADAPTER 1" POLY -VINYL TUBING 5-8" WALL MOUNTED VESDA LASERPLUS DETECTOR IN AV RM 2160 (J)VESDA LASERPLUS DETECTOR MOUNTING DETAILSCALE: NOPE EXHAUST PIPE 14 PIPE 13 PIPE 12 PIPE 11 VESDA D a oor =mural + O FIRE2 O FIRE1 8 8 •:= O ACTION O ALERT 0411 .OW . .�.*t .F ►HIE ►IETt�PA .R� VESDA LaserP IUS geo 1 1 TE X1_1_ - VESDA LASERPLUS DETECTOR. SCALE: NOW CEILING/DECK HANGER BEAM CLAMPS MOUNT HANGERS AT 48' ON CENTER MOUNT HANGERS AT 48" ON CENTER (TMOUNTINGHANGER 3 DETAIL SCALE: NO1‘E 3/8" HILT) HI -P CONCRETE ANCHOR ANAL AG. 69-1 PIPE RING CADDY CUP 16M24 BEAM CUP 1' CPVC VESDA PIPE 00 oz c.)W nu 0 ca W�0 8 W NNNN FIRE ALARM CONTRACTOR z z 0. 1- 0 a W C.) 0 W O cc Oo a o a .o x N 00 1 o cop ca,0 N Di I* F--7 Cl) z c� W i7)' r x 0 F=1 cr) W 2 1 O 0- C.> Cr) w CI CO w Cr) SCALE: NO SCALE DEVELOPEMENT RELEASE DATE: 1111612011 VESDA INSTALLATION INSTRUCTIONS FA -O.03 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 17—Nov-2011 a31 "4 J 6 o refCO C.) c : 00 a W t m J w01cwp LLJLgigE 4LEI 0km W 0 In z 0 N z o mE Argil 7B 9011 !suF r,ATF Q 2 ELECTRIC: HEATER SCHEDULE a DO Y . ri.. r a^ n V* 1) PROVIDE WITH FACTORY FUSED 3 POLE CIRCUIT BREAKER/DISCONNECT, FLOW SWII,H, 120V FREEZE PROTECTION CIRCUIT. CONTROL CIRCUIT AND EMCS INTERCONNECT CONTROLS. 2) PROVIDE UNIT WITH LOUVERED FACTORY CONDENSER COIL GUARDS AND WARE MESH SCREEN PROTECTION FOR ACCESS TO SERVICE AREA BELOW. 3) PROVIDE UNIT WITH COMPRESSOR SOUND ATTENUATION COMPARTMENT. 4) MAINTAIN MINIMUM FLOW RATE OF 309 GPM 1HRU CHILLER AT NJ. TIMES DURING OPERATION, 1) PR NIDE PRESSURE LUBRICATED RECIPROCATING AIR COMPRESSOR WITH FACTORY MOUNTED AND WIRED fULL VOLTAGE STARTER. AGIERCOOLER, FILTERS. PRESSURE GAUGES, LOW OIL PROTECTION. ELECTRONIC DRAIN VALVE. AND AIR DRYER FOR A COMPLETE AND OPERABLE SYSTEM. 1 g 5 2 O m m 4 n N 0 W m oxo n a a m , y In i pp P7 0- M .O•) I )) M M C op a ro a z 0 CO N w nN N O. O N \ sce Vi o >000101000 4 D W 4 4 4 4 1 'D N 1 3 3 3 3 3 . QUINCY PLTV-7.5-80 BOILER 1520 o ,SERVICE YARD 1 PETRA APSa 195-2 W 828 6 2 Y z N 1 I.L. 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CONTROL CIRCUIT AND EMCS INTERCONNECT CONTROLS. 2) PROVIDE UNIT WITH LOUVERED FACTORY CONDENSER COIL GUARDS AND WARE MESH SCREEN PROTECTION FOR ACCESS TO SERVICE AREA BELOW. 3) PROVIDE UNIT WITH COMPRESSOR SOUND ATTENUATION COMPARTMENT. 4) MAINTAIN MINIMUM FLOW RATE OF 309 GPM 1HRU CHILLER AT NJ. TIMES DURING OPERATION, 1) PR NIDE PRESSURE LUBRICATED RECIPROCATING AIR COMPRESSOR WITH FACTORY MOUNTED AND WIRED fULL VOLTAGE STARTER. AGIERCOOLER, FILTERS. PRESSURE GAUGES, LOW OIL PROTECTION. ELECTRONIC DRAIN VALVE. AND AIR DRYER FOR A COMPLETE AND OPERABLE SYSTEM. 1 g 5 2 O m m 4 n N 2n P1 3 x 2 v N :ii ^^x H 001 r W O 040 10 4 n ;8 n O 0 O m 0) 4 n , y In i pp hi 0 n O m O 4 n > A lY 2)3)4)5)5)10) EER 6+ 85 F. EAT C op a ro a z 0 CO N w nN N O. O N \ sce Vi o h 4 D W o 4 N 0 1. In 'D N 1 6 po a N BURNHAM MPC1O CAST IRON BURNHAM MPCIO CAST !RON 2 QUINCY PLTV-7.5-80 BOILER 1520 d g ,SERVICE YARD 1 PETRA APSa 195-2 W II 6 2 Y z U 1 I.L. 4 N I I 1 M P M P M RECIPROCATING AIR COMPRESSOR a g P M o M 1 ( M W E n P) P M M M g 'M MACHINE LAE 1620 E P M i W 1) ro PP) M a M r1) M o M CHILLER SCHEDULE m Y . ri.. r a^ n V* 1) PROVIDE WITH FACTORY FUSED 3 POLE CIRCUIT BREAKER/DISCONNECT, FLOW SWII,H, 120V FREEZE PROTECTION CIRCUIT. CONTROL CIRCUIT AND EMCS INTERCONNECT CONTROLS. 2) PROVIDE UNIT WITH LOUVERED FACTORY CONDENSER COIL GUARDS AND WARE MESH SCREEN PROTECTION FOR ACCESS TO SERVICE AREA BELOW. 3) PROVIDE UNIT WITH COMPRESSOR SOUND ATTENUATION COMPARTMENT. 4) MAINTAIN MINIMUM FLOW RATE OF 309 GPM 1HRU CHILLER AT NJ. TIMES DURING OPERATION, 3 0 r 9% ox O m m 4 n N 2 r - px O C9 O 040 10 4 n __ n O 0 O m 0) 4 n I KW 1 MCA hi 0 n O m O 4 n 44 44 5 A lY 2)3)4)5)5)10) EER 6+ 85 F. EAT 01 op a ro il 0 CO N w nN N 0 W n Eh Vi OO 4 a1 4 D W an 4 N 0 O 4 L. W E m 0 6 po FACTORY FACTORY FACTORY 2 � AO 1 o D 2 BURNHAM MPC1O CAST IRON BURNHAM MPCIO CAST !RON }w 8 BOILER 1520 d g ,SERVICE YARD 1 PETRA APSa 195-2 Aslag g II 6 4 Y z U 4 BOILER SCHEDULE 1 a Ce n a^ n V* N n 0 0 4 n r 11) PROVIDE WITH FUJES AND BAROMETRIC DAMPERS SUPPLIED FROM BOILER MANUFACTURER REPRESENTATIVE. COMPLY WITH SECTION 235100. 2) PROVIDE WITH POWERFLAME C—SERIES GAS BURNERS, 4$OV/3PH, FOR 2PSI MEDIUM PRESSURE GAS SERVICE INLET TO BOILER I3) BOILER SHALL DE FURNISI-TED WITH BOILER SEQUENCING PANEL WITH SINGLE POINT PCAVER CONFECTION AND ALL REQUIRED CONTROLS, SEE SECTION 235200. 14) PROVIDE INTERLOCK RELAY IGNITION CIRCUIT TO MUSHROOM PANIC SWITCHES TO INTERRUPT BOILER FIRM CONTROL. tb 2. 2)3)4)5)8)10) O O 0 CO 0 0) 4 M n n N N O m m 4 n N a z �x1 m J Z x '* m - px O C9 O 040 10 4 n RIC N N O m 0) 4 n c m 8 N h O m O 4 n 44 44 5 O 2)3)4)5)5)10) O O N 03 N 0 4 w nM NRN 0 r‘ op a ro il 0 CO N w nN N 0 W 1 1) OUTSIDE AIR MINIMUM AT SETPOINT AND INCREASES AS REQUITED VIA CO2 DETECTOR. 2) • ASSUMES 180E —15OF HEATING WATER, 45F T0 55F CHILLED WATER. 55F HEATING COL EAT. 3) PR0IADE LOW L1MiT AUTOMATIC RESET FREEZE THERMOSTAT TO STOP FAN BELOW 40F. CIRCUIT TO DISABLE FAN IN HAND & AUTO MODES OF OPERATION.• 4) PROVIDE 0' BASE RAIL KIT UNDER AIR HANDLW!O UNIT. CONDENSATE PIPINO CONNECTION SHALL BE ABOVE UNIT BASERAJL. 5) PROVIDE VARIABLE FREQUENCY DRIVES PER SECTION 230915 FOR BALANCING OF DIRECT DRIVE SUPPLY AND RETURN FANS. VFU'S SHALL BE MOUNTED ON 41NIT..TWO BALANCING POINTS OF OPERATION PER UNIT. 6) PROVIDE VARIABLE FREQUENCY ORM PER SECTION 230915 FOR SUPPLY AND RETURN FAN SHIPPED LOOSE AND MOUNT/ WIRE ADJACENT TO UNIT TO UAINTANI ELECTRICAL CLEARANCE CREATER THAN 42" 7) . NOT USED. 8) PROVIDE 1W/ 2' PLEATED FILTERS, • 9) . PROVIDE EBTRON AIRFLOW MEASURING UNIT FOR OSA. REFER TO 230900. . 10) SEE DETAIL 6/M9.O6 FOR UNIT CONFIGURATION AND FAN ORIENTATION DETA.S.•• 11) PROVIDE INTERNAL NEOPRENE SNUBBERS FOR FAN IN LIEU OF SPRJNG ISOLATION. PROVIDE SEISMIC SPRING ISOLATION EXTERNAL TO UNIT. 12) PROVIDE SECONDARY OUTSIDE AIR DAMPER POSITION A5 SCHEDULED AND REVISED MAX RA FAN SPEED FOR EXHAUST / MAKE—UP AIR INTERLOCK REFER TO SPECIF1CATION SECTION 230900 & 200593 FOR ADDITIONAL REQUIREMENTS. Vi OO 4 cc 4 D W LL M N a 0 N N O 4 L. W E m 0 C1 b CO FACTORY FACTORY FACTORY 2 � AO 1 o D 2 BURNHAM MPC1O CAST IRON BURNHAM MPCIO CAST !RON O LL z 1 BOILER 1520 o el 0 m O LL O LL II m 4 SINBWI13Oa a19 AIR HANDLING UNIT SCHEDULE rn 2) 3) 4) 6) 8) 9) 10) o CT CO (0 4 n N N n 0 0 4 n r o m 0 CO 4 n N O CO 0) 4 n N 2)3)4)5)8)10) O O 0 CO 0 0) 4 M n n N N O m m 4 n N 2) 3) 4) 5) 8) 10) 2) 3) 4) 5) 8) 10) 12) O 01(0(0 N . 4 n (4010101010101010101 O O 0 0) 4 4 n n O 040 10 4 n O O O (00101 10 01 0) 4 4 4 n n M O 0 4 M 0 0 0) 4 n O m 0) 4 n 2) 3) 4) 5) 8) 10) O m h 4 n (-401010101 O 0 1)) 4 n O m O 4 n O CO N 4 n O CO m 4 ) 2)3)4)5)5)10) O O N 03 N 0 4 w nM NRN O c~0 1f/ f nn 2)3)4)5)8)10) 0 W 00 4 N 0 CO N w nN N O m a 4 n N 1 1) OUTSIDE AIR MINIMUM AT SETPOINT AND INCREASES AS REQUITED VIA CO2 DETECTOR. 2) • ASSUMES 180E —15OF HEATING WATER, 45F T0 55F CHILLED WATER. 55F HEATING COL EAT. 3) PR0IADE LOW L1MiT AUTOMATIC RESET FREEZE THERMOSTAT TO STOP FAN BELOW 40F. CIRCUIT TO DISABLE FAN IN HAND & AUTO MODES OF OPERATION.• 4) PROVIDE 0' BASE RAIL KIT UNDER AIR HANDLW!O UNIT. CONDENSATE PIPINO CONNECTION SHALL BE ABOVE UNIT BASERAJL. 5) PROVIDE VARIABLE FREQUENCY DRIVES PER SECTION 230915 FOR BALANCING OF DIRECT DRIVE SUPPLY AND RETURN FANS. VFU'S SHALL BE MOUNTED ON 41NIT..TWO BALANCING POINTS OF OPERATION PER UNIT. 6) PROVIDE VARIABLE FREQUENCY ORM PER SECTION 230915 FOR SUPPLY AND RETURN FAN SHIPPED LOOSE AND MOUNT/ WIRE ADJACENT TO UNIT TO UAINTANI ELECTRICAL CLEARANCE CREATER THAN 42" 7) . NOT USED. 8) PROVIDE 1W/ 2' PLEATED FILTERS, • 9) . PROVIDE EBTRON AIRFLOW MEASURING UNIT FOR OSA. REFER TO 230900. . 10) SEE DETAIL 6/M9.O6 FOR UNIT CONFIGURATION AND FAN ORIENTATION DETA.S.•• 11) PROVIDE INTERNAL NEOPRENE SNUBBERS FOR FAN IN LIEU OF SPRJNG ISOLATION. PROVIDE SEISMIC SPRING ISOLATION EXTERNAL TO UNIT. 12) PROVIDE SECONDARY OUTSIDE AIR DAMPER POSITION A5 SCHEDULED AND REVISED MAX RA FAN SPEED FOR EXHAUST / MAKE—UP AIR INTERLOCK REFER TO SPECIF1CATION SECTION 230900 & 200593 FOR ADDITIONAL REQUIREMENTS. 1 N OO 4 4 4 D W LL 4 4 O 4 4 la O 4 L. O LL LL W 4 FACTORY FACTORY FACTORY O W 4 O W O LL FACTORY O 4 O 4 O LL O LL O IL O 4 4 O L. O 4 4 I.L. 4 4 0 o N I M 1 M P M P M ie) M o MM g P M o M P1) 1 M M ( M P M M E n P) P M M M g 'M () M P M P M g M o 17 1) ro PP) M a M r1) M o M Egg M M M ( M P) M P M 1 r > M Y mM '•l mp t MYM ) 1 II & MM1) 1 a r P1P1)MM rV) & P1) * P1 1) P1> [j M Y M 1 P1 ) M p )r1' (4 1Gp ` p �) ()4 ` Y 4) Y -p ` *2 ` h r! o s1- CS f3 3 5� ryS n $ M u1 r) C o m o r c m r o$ in n b .- .- .0 r M M h . sD r c� M r rh) O 1` r 1- r o 1N�1j M o m N. I a U N o N rani o an M r o t6 n M o 0 1N1�� 0 M .h- 0 $ m .- h. 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N m 01 9 0 03 h m h O 6 a h0 o f00 .1A m 01 m OI M a •- M m tp ri CO .- 0 @ r M m Y1 6 10 b 6 O 0 m a @ m m ri CA 4 ^ O r) r y) CO m 11 A OUTLET I DUCT 0 O O O O O O O O OL O O 0 0 OL OL 10 O O 0 0 0 OL 0 0 00 W h M 0 0 0 OL 0 O 10 10 10 0 to h h 2i - 8 CO ICi 0 0 CO R 0 in 0 CO Ul 0 1R O 0 01 0 JD ID N N 0 O 10 0 01 0 IR 0 0 0 0 vi 0 0 o 0 0 CO 0 o CO N G 0 10 0 10 CO 1q CO h CO m 0 ti) Cry} 0 W 0 CO 0 1'C 0 b 6 6 0) N 6 t67 0 o N M H m Q t0� cD h t0� 8 h to 0 h ro b ID 1Oi 8 0 ro 8 h MO 8 n 2 n 2 CO 0* rci 1Oi U) 8 n h 2 n 10 MO 2 !2 h h 10 113 h tci 10 10 `.3 '3 C4 n h h 2 001 10 2 n rC h 2 n 10i 2 h 1Oi CD N No IP ro 10 2 h 16 .D N m n t6� t0 N t0� 10 e67 [D CO 2 1DN. 0 n n 010101 no 0 N 0 7d C.I Q 1D c1 C Sd < c) gY Y 8 i .0- Y Y 4< v 4 4 1 i 4 4 M - W < n rY 4 CND CD N V' f K ; 41 Cr 1 a Z F' BRANCH VALVE 1 HW$/R (IN) TYPEI 4 3 N < ; N 4 3 n 4 3 N 4 N d 3I 14 d 3 N d g ry d 3 N ) 4 3 3 N N ?-2 3 N ? d d 3 3 N N r} 4 3 N d d d 4 3 3 A N N Y C '3 N r C ea r 4 3 c4 ) d (11 )- d 3 N r 4 3 N 1- 4 3 N T d 3 N ? < 3 t+4 T d 0 > 4 3 }, r T 6 ..›.C. d d 3 3 3 N N( N > d 3 10 O 1 r Y MM N M { .- R mit s Mn tl st 01 N r r'r p .p1 1pn ' Y V 1 1 1 Z C .- .rt Y 04 . •- r4 1 . . 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LAB 2370 CORRIDOR 3500/FLEX 3550 CLASSROOM 3590 CLASSROOM 1630 CLASSROOM 2.320 SMALL PROJ LAB 1840 MACH LAB 1620 1 I I I 1 I 1 1 N N M 4 0 0 h CO 01 O - N M 4 111 0 h CO 01 O N M i b 0 IN CO 'm O cri'" 09 6 r� ��.- fi 3 0 111 CO Q) to 2 iJI 1,11.1411PA �Q _ipailkikIV 441 N Eg cr-c, ta 2 V N z�aN w ..J11.6=a0 gLOP C CDRSSULTANT 0 N z 0 EE� r 2 CABINET HEATER SCHEDULE 5) W v00 = z WA L3-- O 10 - .1 4(14 O in f x 4 1) PROVIDE WITH SCR CONTROLLER, UNIT MOUNTED DISCONNECT ANO RECESSED MOUNTING ENCLOSURE. e } w n :1 g6 V 0 4 of x w r CFM I HEATING (CFM) 1 (MBTU/HR) O d O M O E APPROVED MANUFACPJRER MARLEY. 1NDEECO W O z 5 g AREA SERVED tI MANUFACIURER/MDDEL NO. (WEST STAIR 1400 ;OMARK CDFRE-548 W Y - 8 ne cn Q1 g o U STAIR PRESSURIZATION FAN SCHEDULE N 0 T 1') N u) G 6 N • 1) PROVIDE UL USED FAN FOR SMOKE CONTROL WITH 1.5 TIMES THE NUMBER OF REQUIRED BELTS, 2) PROVIDE CURRENT AND AIRFLOW SWITCHES SO AS TO TRANSMIT FAN STATJS AND PROOF OF r.0W SIGNALS TO FRCP (FRE ALARM CONTROL PANEL) AND SECP (SMOKE EXHAUST CONTROL PANEL) FOR AUTOMATIC SELF—TEST. CONTROL WIRING, RELAYS, CONDUIT. AND ANY NECESSARY CONTROL DEVICE SHALL BE PROVIDED BY DIV 24 AS REQUIRED TO ACHIEVE A FULLY FUNCTIONAL SMOKE CONTROL SYSTEM. REFER TO SECTION 283111 FOR • CONNECTION AND CONTROL OF FAN TO FIRE ALARM CONTROL PANEL. 3) PROVIDE FAN WITH DUAL SOURCE MAN BUILDING AND EMERGENCY POWER CONNECTIONS BY ON 26 4) PROVIDE FAN WITH WD FOR SPEED CONTROL. 5) PROVIDE WfTH MOTOR COVER, BELT GUARD, SHAFT GUARD, UNIVERSAL MOUNTING BRACKETS, MOUNTING SUPPORTS. INSPECTION DOOR, AND BACKDRAFT DAMPER. Z D w n :1 3 J N J C4 ELECRRfCAL HP/W/FIA I V/PH 8 4 o 4 00 MMM n 0 P1 �N ; - # 5 agn N 3 V S N 8 N Q1 g In 1 W II r ZS W z lallalg GREENHECK TBR—FS-5M36-75 kQb N 0 8.8 A N r- r g e.W.3 o �1 0 N O •� 1 7 1 N HEAT EXCHANGER SCHEDULE I Y i � N 1) CUSTOM U—STUPE CONFIGURATION TO MATCH MECH ROOM AND LOWER LAYOUT: SEE MECH & ARCH PLAN CRAVINGS FOR FURTHER INFO. 2) PROVIDE WITH ESERVO DAMPER ACTUATOR AND ELECTRIC DAMPER CONTROL FUSED DISCONNECT BY ELECTRICAL CONTRACTOR.. 3) PROVIDE UNIT COMPLETE WITH 2" INSULATED DOUBLE WALL. CASING, 24"x48' HINGED ACCESS DOORS 114 REAR OF EACH CASSETTE BANK, AND CASSETTES REMOVABLE FROM INSIDE BUILDING THROUGH HINGED ACCESS DOORS. to z 3 _ W b w n :1 WEIGHT O 00„i g n 2 A n ........ MMM 2 2 6 z z W 01 ZCSla 0 Ir i 0[ 3 3 a a O 0 z 2 Z 0 J 1 W(�I D O o. 0. N Z.:.* Er ; - # 5 agn r Winter in ca 1 ti c3+odo4 009 . 4 N n _ � ggq3q C 2014) mo 207 MIN/MAX 'SUPPLY (CFM) 1 E1 o E n O m cc E d C O0 g gU b 7 I Q 6 3 it II 2 i I BKM REVERSE—FLOW EN-10000—U—IC—CUSTOM 4 WEST MECHANICAL PENTHOUSE 4200 1 EAST MECHANICAL PENTHOUSE 4100 z I i I SPLIT SYSTEM AIR CONDITIONING SCHEDULE . i C � N r 1) PROVIDE FAN WITH DUAL SOURCE MAIN BUAi.DiNG AND EMERGENCY POWER CONNECTIONS BY DTV 26, 2) PROVOS UL LISTED FAN FOR SMOKE CONTROL WITH 1.5 TIMES THE NUMBER OF REQUIRED BELTS. 3) REFER TO SECTION 283111 FOR CONNECTION AND CONTROL OF FAN TO FIRE ALARM CONTROL PANEL. • 4) •PROVIDE WITH MANUFACTURER WELDED STEEL STRUCTURAL BASE AND RUBBER MOUNTS 5) PROVIX WITH WEATHERHOOO, DELT GUARD, SHAFT GUARD, INLET GUARD, INLET FLANGE, OUTLET GUARD, FAN HOUSING & DRAIN CONNECTION, AND BACKDRAFT DAMPER. r .- n Y � m 0( N � 1a 1co n 4}i ; g n s 00 ........ MMM 2 2 6 z z W 01 ZCSla 0 Ir i 0[ 3 3 a a O 0 z 2 Z 0 J 1 W(�I D O o. 0. N 2 a"g .4- l "' ! # 5 agn r Y o t 4 i 1 ti c3+odo4 N n . 4 N n _ � N x 1s 2 w 207 CO I 207 IID 1r,.) I I 4 _ 1 Ah 2 2 > 1-. o N m\ 0 N NNNN m 0 .gym 0 m 0 I I �. m 0 NNNNNN 0. m 0 ` 0 a `� 8 o c m o i 0 tl p� O 5 1 4 0 o N I 4 o o N I 4 0 ci 1 I I 4 0 6 1 4 O 6 I 4 0 T MCA 1 4 6 I d m 1 13.0 A 4 1 1 4 M 4 4 ri 4 4 4) En (/7 1 (7,V3. 17.0 , 1 .f 1 r 1 P. 4 .t r 1 r I a r 1 COOUNG CAP. MBH iti 1 .N I m 1 1 1° h I 9 1 9 1 ^ 4 M w O h n o n 4 d In h o M M 6 h r! o 1 1 n r) 0 u1 r) C M M O (0 K1 0 n 1 O In )'i O .0 6 1 d I 1 o I SL'0 I 0 0 I o 1 0 I CRA f-' 1 S 1 § 1 1 1 § 1 Z 4 § 1 MAKE do MODEL 4 n MTPSUBISH! PUY—A24 • 1Y ITSUBISIN PKA—A24• MITSUBISHI PUY-A24 MTTSUBISI6 PKA—A18 e1 n 0m I I MITSUBISHI PKA—A18 MITSUBISHI PUY—A18 tD In 4 a O m > CO 1 a > u� ii M 1 M- , a 4 cc up C(l44y' 2 o a ri ($y� 'X n .7: c=g� 2 1C,� to 7 W S x N /4) e N 109 8 1n 1,j 4 r0) 13 O w. z g Ci 0 t Gi W_ z 4o Z. -3 d o C=1 0 4 0 2 t) 0 84 U Uo4 c'S1 8 84 4 2 U 8 o U R , o 1 SMOKE EXHAUST FAN SCHEDULE Y g1 Cps M N N K n N 1) PROVIDE FAN WITH DUAL SOURCE MAIN BUAi.DiNG AND EMERGENCY POWER CONNECTIONS BY DTV 26, 2) PROVOS UL LISTED FAN FOR SMOKE CONTROL WITH 1.5 TIMES THE NUMBER OF REQUIRED BELTS. 3) REFER TO SECTION 283111 FOR CONNECTION AND CONTROL OF FAN TO FIRE ALARM CONTROL PANEL. • 4) •PROVIDE WITH MANUFACTURER WELDED STEEL STRUCTURAL BASE AND RUBBER MOUNTS 5) PROVIX WITH WEATHERHOOO, DELT GUARD, SHAFT GUARD, INLET GUARD, INLET FLANGE, OUTLET GUARD, FAN HOUSING & DRAIN CONNECTION, AND BACKDRAFT DAMPER. ^ o ` W x rFC 1Z oA n Y � m 0( N � 1a 1co n 4}i z g n s 00 8 ELECTRICAL HP/W/FLA V/PH MMM r- 1, O O O 3 2 M 8 8 a 8 p, ,O a 2 2 ' Ex . 1 A O . 2 a I ! GREENHECK 44—AFSW-41 I W 4 4 1 2 2 2 W W dd N 1 1 1 0 0 0 1 0 0 gi 0 Y I 1 2 J W ^....„ 8`Y4 0 18 c0V W W ta 00 On In IN NIS HEATING COIL SCHEDULE Y g1 Y 1 .^- ..-,, N N 1) ASSUMES 180F EWT, 150F LWT, AND 55 F EAT. 2) PROVIDE WITH SCR CONTROL 1 z W^ N40 a N 8. N x N s 00 1 t0 1 r0 x T r- 1, r r 0 m 1) PROVEE UNIT WITH SPEED CONTROLLER. 2) SECTION 230900 SHALL INTERLOCK FAN OPERATION THROUGH SWITCH PROVIDED AT KITCHEN HOOD & HEAT DLItwOR IN HOOD. 3) SECTION 230900 SHALL PROVIDE WALL SWITCH AND WRR!NG FOR OPERATION 4) REVERSE ACTING T'5rAT CONTROL OF FAN ' 5) PROVEE WITH VFD FOR BALANCING FAN SPEED CONTROL 8) PROVIDE UNIT WITH 2" FILTER RACK 7) PROVIDE FAN WITH SPRING ISOLATORS PER SPECIFICATION 2005413.' ti a c N 3 Et 5 M r) P ICI •D N se .se1 0 co 0 N 4 rin 1 0 b el N ' Ex . 1 I 1 J a V Z 0 5 Viax } 1 4 1 S. 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Ncss \ EXHAUST Sc SUPPLY FAN SCHEDULE Y g1 fi M e- 1 I 1 r r r v T r- 1, r r 0 m 1) PROVEE UNIT WITH SPEED CONTROLLER. 2) SECTION 230900 SHALL INTERLOCK FAN OPERATION THROUGH SWITCH PROVIDED AT KITCHEN HOOD & HEAT DLItwOR IN HOOD. 3) SECTION 230900 SHALL PROVIDE WALL SWITCH AND WRR!NG FOR OPERATION 4) REVERSE ACTING T'5rAT CONTROL OF FAN ' 5) PROVEE WITH VFD FOR BALANCING FAN SPEED CONTROL 8) PROVIDE UNIT WITH 2" FILTER RACK 7) PROVIDE FAN WITH SPRING ISOLATORS PER SPECIFICATION 2005413.' ti a c N 3 Et 5 ronx M N P ICI •D N 0 N N 0 co 0 N 1 1 1 0 b el N 01 r `- N IX 4 N a i Y N ' g 4 N a 13`i 4 N 0 i N h * N h r dx N 5 x N h 1~- * NM h 4 5 4 0 CO 0 0 0 ID 0 [D O 5 5 N cn 9 5 as air .;I N 4 O a N tINENNNEgN $ 0 h 0 m 0 h 0 CONNCOCO 0 0 0 0 } a3 N 0 0 0 .0 W x \ \ N r \ \ .,. \ N r 1 I I \ .. N h. r r. r \ r �. r \ N \ r \ N r \ \ rg \ M .. M M r I 1 I N Ncss \ r r P. .- rM T M w M .. a t fg h h m ' 4-I •00' 01 I 1 h h N h h n ^ nn� � hN N Na ei . 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W EF -17 I p I Co Y N SLNBIAIMOa C]I9 VAV UNIT SCHEDULE REMARKS .- e- 1 r r r T r- 1, r r r- r' r 1- 1) PROVIDE FACTORY MOUNTED SECTION 230900 FURNISHED CONTROLLERS WTH BEUMO ACTUATORS. C11 p z .- O w 5 N O is 5 N O 5 5 N O 1 5 N O `i 1 N O 5 N N 5 x N n a 5 N ^ m 5 N O a 5 N n 1 5 N 5 x N 1 0 2 a N 0 5 5 N 4 10 1 N V N _O 5 5 N 1 t7 ra 5 N O 5 5 N cn 9 5 as air .;I N 4 O a N 1 W >4 > - 3 $ N N N t -' t N r N } tV N N } a3 N r {3' N N tv r d M Y 1 H r 3 N I r 3 04 > '$3 N T $ tV r $ rs g} 3 N1 1 } g31 4 T a^g M >- s- g 3 N N } a3 n 1 m = \ \\\ H 1 1^ P• F M P. I mo. T ' I 4OV 4- Y di! 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N N I o O 0 O 7a_CI C7 - N 4 0 0 O 1 f� o O o ` O N% N o O I W h M to M e0 h h M M h M to to R 71 n b R k7 a0 h m h h n M to h h I I w h a0 R h 0 h n I m CO CO CO R 4 h M M aD h n '4T n h CD aD R M LD CFM I W 009 22 8 W ^ M M N - N - N 2!...,u11 N v 210.$ 8 N M m r 2 c4 00L 2 E n xd a =d o O sd 0 7d o 0 0 0 ?d c1 C Sd < c) 1 0 8 i 0 % 8 a00000 i I i 4 4 v 4 4 1 i 4 I 8 2 Nco V GREEN ROOM 1161 INAILOR 20RW ! i GREEN ROOM 1160 INAILOR 30RW 1;1111;111 ; 1 1 1 11111 _mom r aW(- U a.) W W CONFERENCE 1150 N 43 01 K ( 1Wy1 U w OFFICE 1240 0 c0V ... U rm W E AS co g O 0 c0� WORK AREA 1800 1 N 0 ' m "' xycc 0 1^ O CA^ O 0 if; C11(q+F�-�' 04 N N OFFICE 2530 CAREER CENTER 2500 BREAK ROOM 2302 MNO O 1 a O 8 I s 8 aa O O 1 1 a VAV-105 O O 8 I I a O 1 O O 1 O .- 1 I a N 1 < N i R mit s Mn tl st x Y 8 &' CI 1 a a n ,i, 1 a p .p1 1pn ' Y V 1 1 1 Z FIRE ALARM CONTRACTOR z g W 0) E 0 U .v 0 a) oes i±) 2 LE 4-- 0 •v• 0' NCO CO CO toto • nt DETECTIONoGIc z o 0 F-• 0 a. a. W ce 4 V 0 0 W~ W u. 024 0 0 U copto=4 114 CID PROJECT NAME O N t= 0 W N cn SCALE: NO SCALE DEVELOPEMENT RELEASE DATE: 11116/2011 MECHANICAL SCHEDULES FADOO5 PLOT DATE: 17—Nov-2011 (Th I UP TO SMOKE CONTROL RM i4210S-- - UP TO 2ND FLOORS -- 20P RdENCY „ YST M.11 c_,-D,P;45VI; a ' I 0 0 1 H 101 \Frii 1)11 EMERGENCY COMM SCALE:1/4' = r-06 1540 GEN. EQUIP 14,1 1530 NTEk\ENLARGED /IEW CORRIDOR 1500 • \ 111 I II I II 1 11111 i 111 1 M c.) -2D II 1 11I 1 \ ELEVATOR MACHINE ROOM ENLARGED VIEW SCALE:1/4' = 2D,P 2D,P 20,P ---SFSD GROUP 1-1 FSD GROUP 1-2 FSD GROUP 1-3 v_,41___orapl-10,12,14) GROUP 2-1 SFSD GROUP 2-2. b„, _SFSD GROUP 2-3 • I ./1 EACAMP1-16,18,20) SEEL 01 DOOR MMS r --EZ 02 DOOR IGS DEDICATED FIRE SMOKE DAMPER & SMOKE CONTROLS SCALE:1/4' =1'-0' VESTIBULE 1001 DOORS ARE REQUIRED TO OPERATE AS A PART OF THE ATRIUM SMOKE EXHAUST SYSTEM. DOORS OPEN ON GENERAL ALARM. 9 EACH DOOR MUST BE MONITORED FOR 119 OPEN dc CLOSED STATUS. THE DOOR CONTACT IS A DUAL OPEN/CLOSE CONTACT. 5 ALL DOOR ARE PROVIDED WITH AN AUTOMATIC DOOR OPENER, THAT WHEN SIGNALED WILL OPEN THE DOOR. • ..••• cp-G cp-2A G 9)-- 2A 00 ROUTE T0 BB-IrXe ON al 10! I I 1 A10 C6- G 2A v 120VACAPB-58,60) DEDICATED E.P. c=i IUM SMOKE CONTROL DOORS ,1 • L 1 -1 • - / 11 1 0 0 E EMERGENCY OMM SYSTE 141 1540 A. 7 B . 7 0 'I' 0 — . - D,P,4SA UP BOILER G— DP4SV 1520 2D 1•.I . - TRANsFoRriER • 11 \ 111 I I I MMI \VI I I LOADING/H tir.4G c›- DP,4S,V 1550 45D,2S2V 2D2S2V A - v 2D D,P,4S,V 6 T- -086315 - STRUCTURAL GLAZED CANOPY. s OVER HEAD (4) (5. rn •• 1 // - II --- 11 \. / • 1.I ..,i eee...-e-e-e•••••••-•,..... ••••••.• e -e ---e-, '. . .47.1kiF.ege_e...umee!,..A. il BULE 2D -• 2D FA201 I 2S S1-3 5 , 2D S1-1 2D,2S,2V 'WEST STAI Fr2 2D S,2V S1-1 202S • S OR 44 1310 si -=R • N • N• S1-1 N N •11, . 116600 PORTABLE \BACKSTOP ANCHOR 1 • CNWRDINATEAkrILOCATIO WITANUFACTURER AND --Z-I-N‘IC_TURA STRIPPI SEE SHEET A6.4N N MULTI-PyRP98E ROOM' CI .0 2D,S, —CD 2D •_4_4_4a Hi 7.> • .D,P,4S,V / D,135SV•\ D,3S,V La r. WEST ELEVj \\ 7 S'..\. V :k ••*. .\, .., ,,, .,..‘ N. c ,,,,, „..._____ -— ...... N • 4/// ;,L ANNE 'T-- \ • j OPEN;TaAB z / 116600 - VINYL COVERED WALL 514 PADDING 116600 -TABLE BASKBALLBALL UNIT 2D 0 3. V.01 R'SRAIL ABOVE -- --064100 - DISPLAY CASE -J 6 ▪ 2D 4 . 11E MCH S1-1 1, a RICAL • OM A Ipr: 1 151 LEVEL 01. FAS LAYOUT - WEST 2D,P _ 1-"'Q•-';.2••• at 1170 D,3S,V IC R R R -01 FSD's Earatig MIL Fsn'R ; S1-215• ,, 613 - TELESCOPING PLATNDRM WITH 1 1, ATS ! N ___.; N - 11 .;--), E SHEET A6.41 . N • 11 N. . N • N 11 1, N II - - N 1: -------- 2S2V • CORR! OR 064100 - DIS1'Et'sa tgr S1-2 15 1100 D3S,V D,3S,V 20,2S,2V 202S ••••••om.vaaw. 4m.mmumegm. Incolom..vg..vmmeln Nmom.vglownwe•Mank • GREEN RMCONF 064 00- P -LAM 1161 • GREEN RM DAMPERS ON LEVEL 01 St 02 FED FROM PANEL MP1 110, 12, 14, 16, 18, 20 2S ••••.. 2D—c. 2112S,2V A . 6 2D,S2-C-, 20,2S,2V 2S,2V 2D,S,2V S1-2 CONFERENCE 150 20 D,3S,V D,3S,V 6 S -2 2S1 • 4 20 -cD 1160 1152 CONF LI S TTLET,_ TOILET 2S,2V CORRIDOR _6 D,3S,V • D:64s,1v 00 2DD:4sS:2; • 6 D,2S,V FEC (-) \ ‘s•-• 4 iv el rq3 MDF 1130 \i! I 11 I 111 .\ L16 / 1111 /V •-• 1 1 111_,,I\ / • ii - OP N TO ABOVE II i / \ ii1 / \ ii it \ 1iil.., \ i t / : r'•-- CONCETE 11 / 11 STAIR \ II / I i / II • PLATFORM / I I li \ \ • 1 • / .1 I i I 1 / 1 i / I I I 1 1/ 11 I 1 t i LOBBY000 ---064100 - DISPLAY CASE D,2S,V 2S 6 !,S1_3 1151 CONF 1 1150 71_1 L LLILL C 111 --111 2S2V / S1-3 D,26V 9, SCALE: 118' = tn BULE AY a13 A immilemw=iTll.. 00- PRINTER NIC 102123- CbBICLE /-----TRACK AN CURTAIN AlooneiniAnceiommomiimmormAimmimmoigioNAL NOLIMIIILNISMILIIMIL.10111•10111L. ORK AREA HEALTH TO LET 1822 11 COLASSR A-6 1630 CORRIDOR 1600 S1-4 C.D-2S2V 20 D,S,V C)-202S,2V r FEC 1 sinemeriell11111111 M 1 ••1 2D,2S, .---1111;11111;;;-1..11.11.L1:::•111:1111111 . Is* 5"LIN7J DF 2S,2V 91-2 D,2S,V 6 \ DIV 22- EMERGENCY EYE WASH & SHOWER --- 064100 - DISPLAY CASE MACH LAB 1620 — • • S1-3 D,2S,V 2S D,2S,V 2D •S1-4 METAL SHELVING ABOVE TEACHING 2D,2S,2V 20 MDF —°-1-1411 1130 055000 - LIBRARY LADDER •INffr- -itt tJ- LEVELO1FAS LAYOUT - EAST SCALE: 1/8' =1-0' SCALE: r 1c0"11! 168 6 4 2 o 7.= Er8 8 a E:t . t -r.3 cja CZ: cr, 8 co, co FIRE ALARM CONTRACTOR ON HIGH SCHOOL RAISBECK AVI CO LL -I 1-- .cC CI LLI C.11 C.r) SCALE: 118" =14" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 01 FIRE ALARM LAYOUT FA -201 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 17—Nov-2011 CENTRAL STAIR 2000 DOORS ARE REQUIRED TO OPERATE AS A PART OF THE ATRIUM SMOKE EXHAUST SYSTEM. DOORS OPEN ON GENERAL ALARM. 5 EACH DOOR MUST BE MONITORED FOR ITS OPEN & CLOSED STATUS. THE DOOR CONTACT IS A DUAL OPEN/CLOSE CONTACT. 5 ALL DOOR ARE PROVIDED WITH AN AUTOMATIC DOOR OPENER, THAT WHEN SIGNALED 'SIL OPEN THE DOOR. ` +t ROUTE TO BB -XP ON LEVEL D4 8A,4G 2A G -m i)- G 2A -4 cj)-2A G -CD cD- G 2A -4 4.94- 9 J.9 6Ai3C 4A,2G G li r LITRII SMOKE CONTROL DOORS SCALE: 1/4' = I'-0' (A) SHAFL6 ( 2'(2.2) (2.4) DOW. LAUNDRY , I ' 2250 / •I III .'(` I 1 r-1: 2D,2S,2V 6 FEC 1 21 =ay OFFICE S; KITCHEa pal 2200 RAIL GATE, TAIL 1 I.A6.30 SERVIC=S FORD A 2D,2S,2V 126613 - T1ELESCOPIN PLATFORM WITH SEATS SEE SHE A6.42 PASS -S ELF (ITEM 35) FOOD S RVICES FOR SEE ETAILS 2D,2S,2V D,2S,V C1ASE— COMMON 2100 2S,2V S2-2 -7 1* TERRACE LEVEL 01 FAS LAYOUT - WEST SCALE: 1/8' = I'-0' VS St NOM= • •••••• • VA /MOM. hit VI OMAN{ rt 11.00% • • itititatIft At hwasema VC • hilektma ••••••• Itt H 2D Hu if lilt Ih� 2 FAD' 2-1 2D,2S, i ' WBF$ �1\ S2-3 2D,2S,2V b DOOR OPERATOR INTERFACE MOUNT XP OM & XP6C INSIDE BBX' ENCLOSURE MOUNT AT +84' AFF XP1OM XP6C DOWN 2D P OFFIC • 2510 2D,2S,2V I \ \ / 1 \ 0IE TO ABOVE/ X \/ / /\ / \ `X \ \ EN TO BELL* ! \ \`�/ \1 \ 6 . TO I.W /\\\\.\ �\\\ / \\`\ \\ / \, c .-1 IL'- T UP 11i OFFICE CA 2520 2u;2S;2V EER CENTER D PRINT AREA L ' 2SS r--- /� 2301 '• J r-' c TOIL 1. DN S2-3 2D,2S,2V t.\ DM CENTRAL STAIR 0641 DISPLA 6. 200U S2-3 0-2D CLASSRM 10. .�.� 52-3 4.7k cam- 2D,S,2V 2D,S,2V T, II 11 s2-5 2300 S2-3 D,S,V S2-4 DV Q -2D CLAS SRM 0-2D,2S,2V 2D,2S,2V 6 UP D -c) 6 4.7k S,V 2S,2V b ST TERRACE #1 2340 2D,2S 2 0 GENERA SCIENCE LAB 2350 CAi; LAB I 2370 21) STOR 2150 CNI LEVEL 01 FAS LAYOUT - EAST TY S2-4 6 2381 r- 6 • S2-4 V SRM 0 it 11 A.2 A6 ,A.7 B.7 16 o o w im Ili CC ! rag Cha C0 cf, Ca 875 Lu CV 0.1 Cn 0 z A- ce 11 412 0 co ces Lai co W 0.1 o ON HIGH SCHOOL PROJECT NAME CL- Cll LLJ CI CO LLJ LLJ 4! 00 N 1.4 i?x cf) 4.1 cn cz DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 02 FIRE ALARM LAYOUT FA -202 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 17—Nov-2011 1 /4 : 1 2 --.22011 1 " I mst- 1 jogtritiRRAcE DOORS ARE REQUIRED TO OPERATE AS A P THE I ATRIUM SMOKE UHAUST SYSTEM. DOORS OP DI ON GENERAL Mei S EACH DOOR MUST BE MONITORED FOR HS OPEN & CLOSED , STATUS. THE DOOR CONTACT IS A DUALOPEN/CLOSE CONTACT. S ALL DOOR ARE PROVIDED VIITH AN AUTOMATIC DOOR OPENER, THAT WHEN SIGNALED Via OPEN THE DOOR. • 11 ROUTE TO BB -XP ON LEVEL C(4) . 44,2G L_ J i \ IA 1D0VICAACITEDP. F ,-1 6) N-7-O7--R-,NT H , Cf) . 4.. N\ 1- z \ \;\ \\, . F 25 \ L,.., -:, 0 \ / c...., - =. I ,,..11. I I!! I 14414,2G d) - I h' • Cl›- 2A G 4- , / c=' )5.4 MOXE CONT OLDCY (Pi SHAFT 6 ( 2 (2.2) EltiC S3-1 r UP 1. 2116S,2V ; FACP --' I 1 D,4sy 17-7 ' DN \ W ST I 0 ILL V la kisgfx S3-1 / D,1S,V CLASSRM 91-810 2D,2S,2V 6 cy3-1 — D, S,V 4 ) CLASSRM al -710 0 S3-1 4.7K CD-2D,2S,2V 1 PRINT -AREA -- D,4S,V I, S3-1 c)-2D,2S D,4S,V D,3S,V CO C5) 5. (6) 211OMO•15001•1•WOOOOM On OM •MIIO.1.01.10•10.1•1.1=••••M IP MOO' .„.„.„,,,,,,, ....4: I VI [ 1 FA203 OR 2a 00 2D,2S,2V D,3S,V • PRO LE RNING 32 2D S3 -2D,2S,2Y POCKET thoOR BY OPERAB PARTITION MANUFA URER c-)-2D,2S,2V STAGE_ 3211 I STAFF LOUNGE J 2 [102226 - OPEUBLEPAR3TICI STAFF LOU 20200 c)-2D,2S,2V D,3S,V S3-2 D,3S,V &3-2 c-,-2D,2S,23/ GE S3-2 6 0 H • 71 • t.,1 • h LL 20. H / • BOY'S 'TOILET .11•11MMIONINO.•••• MOMIIIONOWIO tro/ \ PEN TO/ A DF CLOSET 3201 D,3S,V 2%2S2V a3-2 D,3S,V 6 • [-Tro•c--2T3S4.7V 91 \, • DA -Sty D,2S,V 6 LEVEL 03 FAS LAYOUT - WEST GIRLSTOILET ST R 3131 • u- c'ENTRAL STAIR 53-31 3000 OPEN TO BELOW L SIM \\, D SCALE:1/8' =I' -O' AST TERRACE #211 3510 — MON 2, t2E , FAULT 2D 1 -2D,2S,2V EAST STAIR 3700 caTOINAL 3540 D,2S,V 2D,2S,2V S3-3 STRY LAB 3560 I • r--1 I 211,26i2V A- ! DOUBLE-SIDEDFUME HOOD i 115313- SIDED FUME HOOD ADA) • S3-4 B LOGY 3580 1 LEVEL 03 FAS LAYOUT - EAST SCALE: 1/8' = 1=01 PjRO9M --- i 13570 1.11 SCALE:1" = 1'-0" a. 16 8 6 4 2.O Ile. 0 CV CV CV ••T u-, co cr, co cn — 8 g 15E211u13'.g "g ;;E:Nr-,g`g e.s FIRE ALARM CONTRACTOR z 5 Q. ON HIGH SCHOOL PROJECT NAME SCALE: 118"::11-0" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 03 FIRE ALARM LAYOUT FA -203 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. CAD FILE: M:\Projects\2011\11— PLOT DATE: 17—Nov-2011 2D,P MU -16 to 31 SHUT" GROUP 4-1 SFSD GROUP 4-2 SFSD GROUP 4-3 2D,P 2D,P a {}i -1 -'V -co' . 1224C 1P2 -B,10,12) ---------SFSD ATED GROUP 3-1 SFSO GROUP 3-2 SFSD GROUP 3-3 l�1 ' D� k�MP2-2,4,6) FIRE SMOKE DAMPER & AHU FAN CONTROL MODULES SCALE: NONE VF i! 1 ELEV MACH 4110 II E ATO i11 it Y 4120 ELEVATOR MACHINE ROOM ENLARGED VIEW SCALE: 1/4' =1'-0' (D 5) r1) { 2 ),2 2) 2.4 I 1 d co D,P,2S, D,P,2S,V 6 v I . SMO E CONTROL EQUIPMENT 42 i'0 D,P,2S,V -o o -- (AH -o1) D,P,2S,V S4-1 4 5 D,P,2S,V -c DOWN I 1 i � I li I E I1 ,arx; ^cnmes, all r: .stav it .nr.trmr..aavl.= N \.I• 63 D, ALL AR HANDLING UNITS SHUTDOWN ON ALARM ;STA! 441'0 it SHAFT 11 I. ;,;'•; 6 54-1 CD - 6 ROOF SHAF FA FA 1- 5 $FA ly 4 S4-1 G 5 D,P,2S,V -cam D,P,S,V 6 5 6 J AH -05 ) D,P,2S,V -co 9 20,25,2V --c S4-1 CD- J c) -J ( AH -11) (AH -12 ) D,P,2S,V ,2V -E EST' MECHANICAL PENTHOUSE 4200 1 2D -c) S4-1 CD— ( AH-13 (AH-13 ) 5.6 (-6-) 7 ) RLW _NCE SHEET FA304 D,P,2S,V D,P,2S,V v 0 -1- -F-EC D,P,S,V / / D,P,S,V / \ OPEN TO BELOW / \\ / \ / \ (AT)7 SFA• FA ROOF I II I FA 'FA SFA •SFA CFA ROOF OFA nFA A.9 010 LEVEL 02 FAS LAYOUT - WEST v SCALE: 1/8' =1'-0' 1,P,2S,V b D,P,S,V 6 4 1 D,P,S,V 3 POW IC IC 2D FEED DAMPERS ON LEVEL 03 & 04 PANEL MP2 #2, 4, 6, 8, 10, 1 RR R -_.JR IR- D,S,V 6S (VAH-02 ) &4-2 c0 / ROOF (D) FA / OPEN TO BELOW / \ / • \ / \ / \ FA 0 OFA LEVEL 02 FAS LAYOUT - EAST SCALE: 1/8' = I'-0' OFA o—J (AH -16) G G 00 0 0 D,S,V 6 JP o—J <-ai-19 ) 00 -C> (VAH-04 ) OS4-2 c) -J ( AH -20 ) 5 ( AH -21) cr C --JG o— ANICAL THOUSE 4100 n FA c�-J (AH -22 ) D,S,V ( AH -24 ) 0 0 0 GO 6 13 <><>6-2D ( AH ROOF 11=11111111 OFA al OFA S4-2 (AH -25) c�-J Jo -G 26 ) c)- 2D,2S,21p,S,V c) -J ( AH -27 ) 1/1 1 SMOKE CONTRO D,S,V D,S,V 5 5 AH -28 D,S, 6 J LJ AH -29 ) EQU ENT 4T30 "S,v S41K D,S,V -o FA D,S,V 6 FFr. S4-2 Z1— -- -- ROOF oFA 0FA • A.7 0FA \\\ r grAtA., viirA ror V) w 00 zz 0600 cc re Ec ,c15 CD 0 414 Csi Nt as ors ui ul 141 ON HIGH SCHOOL Fm4 441 441 Cin PROJECT NAME CD CPI 0 P-4 00 00 ro ul 44 CID 1-41-1 F-4 Palm( ›"4 ,;\ ig DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 04 FIRE ALARM LAYOUT FA -204 PLOT DATE: 17—Nov-2011 WIN 7.9 8 bmmr-iloftiftfttftNftftftftft-- lamew 3E 2 m ./‘ 0 1iVji.i 1111 13 t 1=1E1111= MN NVAILIklakt‘-,e'vektrA.NXs. hvvvvc.• :GCE "iWNE" ILP.1111111r EMI immumattl.nalli I ........**1""4111111 1.1.11.11 lUUUIh MOUNTED I _1:11 4411111 il III • _ • b - •_. • halm 2' N 64 Izt OF.A()" \\122413 - MOTORIZED ROLLER SHADE (MRS) STOR I 3131 LEVEL 03 - CENTRAL STAIR VESDA LAYOUT JSCALE: 1/8' = l'-0' 0 EC Ian ROOM KCBS PALL 24 PAWL HEOIT PRINT 0-1 CVESDA DETECTOR WALL ALCOVE DETAIL SCALE: 1/2' =h10' I I LJ CONCRETE DECK 3/8" HILTI HI -P CONCRETE ANCHOR 3/8' All THREAD ROD ANVIL FIG. 69-1 PIPE RING N1" CCVESDA PIPE MOUNT HANGERS AT 48" ON CENTER MOUNT HANGERS AT 48" ON CENTER VESDA CPVC PIPE HANGER DETAILS CADDY CUP 16M24 BEAM CLIP 1 CPVC VESDA PIPE SCALE: NOW (5)SCALE: NOW VESDA MOUNTING ISOMETRIC 7 / r 7 LEVEL 03 - CENTRAL STAIR VESDA ISOMETRLC LA OUT SCALE: 1/4' = l'-0' (4)LEVEL 03 - CENTRAL STAIR VESDA DATA CALCULATION .s..namm 2 =r288 5 000 2 - zz an. 1-8 FIRE ALARM CONTRACTOR z E" DETECTIONIULOGIC GH SCHOOL PROJECT NAME C:7 0- C-3 w CC3 SCALE: DEVELOPEMENT RELEASE DATE: 1111612011 ' A Installation Data Pack for Raisbeck Aviation HS Pipe Type America . Contact . Brian Vander herlen 42543374300 ' Date 2/25/11 Instaler Detection Logic Calculated By BriapVanDerHeyden Links .LIS Altitude 53 . Designed with Hole Sizes 5/8416" Detector : Central Atrium TYPe. VESDALas erPLUS Endcap Usage Use Endcaps to reduce Transport Time Pfpication Default Aspirator Speed 3303tpm Fke Tlyeshold 0.030%/It Tenpenture 13813•F Absolute Pressure 1011.7hPa SySteMHOINFate' .3551hritn IViarifold Pressure 259Pa Treat PipeLength 251 11" NurrberorSarrplePainte 12 Merriman Trarraport Tine 53 . • brininumtioieFbwRate 2_0Vmin inverted Detector No • .. Balance Data Group name 1AggregateS ensitivitylB dance IS uctian pressure (least)1Endcap Sensitivity Factor, [Default Orc!up] 10.04295ft93977 1247pla 120 ; [Default End C ap 0roup110.103t6ift 1921/cv . J2tPa 118 Pipe:Pipel Total Pipe Length 465" Ambient Pressure OPa Sector Pressure 259Pa Number Of Sample Points 3 • Pipe Howrate .80/mln Sectionl • Pipe Diameter 0.874m - - stance ft . Relative DirecIbnJ Hole Capillary ameter Length ft •j In ft Transport Pressure Time sec Pa Flow thrall flowt % •Sane1tMty J Hote %fit Diameter ki Capillary mama In Intersection Pressure Pa - Bbow V 8. 6. Irr---Fr----: " ffll " - .. -177717777 - Bbow 2311" 1721 1.1-.71 -I-7 -: • - - F Capillary 2711' el...I ire4-1 1' 171 2521 32 35.5 0.336 0.8741 0375 254 2 Capillary 4511' 18 - we e 1 ----F 32 2501-572 35.4 0.337 0874 0.375 • - 251 3 Endcap 46'5" r • - 33 251 1-2-.13 29.1 WHO 0874 . - - • Pipe:Pipe2 Total Pipe Length Ambient Pressure Sector Pressure Number Of Sample Pipe Howrate Sectionl Pipe Diameter Points • ' 0.874in 67'6 OPa 259Pa 3 8.9ttmln • 0 Distance Relative ft Direction ale ameter in Capillary Length ft Transport Time sec Pressure Pa FIow lenin Flow % ;Sensitivity V Hole %At Diameter, V kr Capillary arneter In - tersectian Pressure Pa Elbow frr Ear' __... ..... ....... ._ F - . - ...„.. _ Elbow 4410.j 38'2 L -1-1 - -, - 5 -canonry - 401 • 4'2' -. Su' 1' . 28 . 25012 35.5 0338 0.874. 0.375 251 Capillary 67 18 5164 1' 43 247 3.1 35.4 0339 0.874. 0.375 249 3 Endcap r 87 6' 6 - 504' - I 44 248 26 29.1 0.412 0.874 - Pipe:Pipe3. Total Pipe Length Ambient Pressure Sector Pressure Number Of Sample Pipe Flawrate Sectionl Pipe Diameter 60' 7' - OPa 259Pa . Points 3 . 8.8ihnin 0074n . ......... . . .. . - - Distance relative! rection Hole iCapillary ameter Length ft 11 In ft ansport Pressure Time sec Pa Flow Wahl o .= I , . , . lameter in ,.„_„.„„_. Capillary Diameter In bitersection Pressure Pa 1.91----2---1'91---71----7-7-7. :L..1,.: ". - - 4F.Elbow ir sr 21 RI -1 -1 -I-7 --: • -I 1 - - . 51 capitary 681Jr 2.1-71 Mr 1 2' 371-/481 3.1 356; Q.3401 0.87410,375 249 21 Capillary 801'1 11 -I 5154. 2' 491 2441 3.1 35.3 0.342 00741 0.3751 247 3 Endcap 80- r r -- 5/64' - • 50 2451 2.8 2a. 0.414 0.874. -1 - Pipe:Pipe4 Total Pipe Length Amtient Pressure Sector Pressure H urrber Of SanplePoints Pipenaveate Sectionl PipeDiarreter. 575" OPa 259Pa 3 91.9ternin 0874in - 'stance vit elatiee ft 'radian. Hde Diameter . in Capillary. Lasith . ' ft' • : • revue Pa low . Flow % fide. ensiliaity ' % At • • OlernteriCapilarylnterseclm: in' diameter in Pressure . Pa . Elbow 2f 0 210'F1 - • • -- . ,• - - . - - - E bow 3811". _172' ... R.I ,, 1 . ,, -.•• , -1' , , , -, . • 1 capmety 44 11" V 2: - 28 .242 3.1' 35.5 0.333 ' 0.974 0375 252 !my 50 11, 12' .2 38 -2‘P .3.1' . 35.4• 0.339 .0.874 , 0375 250 JiCapilE ndcap 57 5. -. - 37 -243 ...v.v... 2.8 292 0.411 0.974 - .,, *, .. . (4)LEVEL 03 - CENTRAL STAIR VESDA DATA CALCULATION .s..namm 2 =r288 5 000 2 - zz an. 1-8 FIRE ALARM CONTRACTOR z E" DETECTIONIULOGIC GH SCHOOL PROJECT NAME C:7 0- C-3 w CC3 SCALE: DEVELOPEMENT RELEASE DATE: 1111612011 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 17—Nov-2011 L EMERGENCY COMM SYSTEMVI4 Or 1540 6) VESTIBULE 1001. t 11-0 ( \ OFFIE �22fl \ } / + \ n OFFICE �� RCEPT. f i I 1230 i}REN— / LOBBY ►I '/ i !ARP_ IL A.7 • ;GIRL'S TOILET\ 11 11 �1�1.1n LEVEL 01 REFLECTIVE CEILING FAS LAYOUT - WEST SCALE:1/8' =11-0' LOADING/HOLDING 1550 I WE T ELEV j ELEV MACH 755 �J ; 1510 VESTIBULE 1001 iI ELECTRICAL ROOM' 1. 1180 STOR 1170 TOR REGIST. WORK AREA GREEN R HEALTH GREEN RM CONF 1160 j 1152 CONF OFFICE 1151 CONF 1150 IT 1140 MDF 1130 1810 L 1800 1820 1821 j A.2 • \ OFFIE II , — ( i ( 1 7 -� 1 i I i N �-a ' },. , f r" , f' 1 j• it i r II I.!1 Lill �j ! .j i i 1 1. i lit ) li �1; Ali ,V t kat ral . i ( is f- j; ii `"4j; }li (<< (I I� Ii (), j;i + } E i�, gg; t i, I �i I "rS1 /i:. I l l f J; i _ _ { +-- 3 N ( ---', I 1)-1 it i hi I i1. 7 II i I) i !I ) 1 [i i 0 SiTOR !, I _,a, I'i !,-.:511'.1) : t.:�_,1310 I r' i y 1 I! '1 I y3.a,.;: 11 i 1 ,I t- }1 I l� i ! r...,--• f 1 L_ /1 L _i- _! ! I -n l1.:I 11 I F1 . I ►- tom, ` ! i` It� �. li ! l 4...j. �� (lii _I I a. —Ji L�1, 'r j�; i ++ ��.i t �:l ,�'�'�f ',,,Ili 1,, (y i �i l - — ;J!1 G ii I I i -- 1�. L„ili f�1 il , •-.3i ,f j } �' 'f l ' '' I 1 ! f i Irl t`31 • ' , _ moi; r r l _ �5�� , I % :t X1.1. iJ' t .; I: 1 t 1;,f i,,,!! 1�l 1i 1a i t17 i1 CUSTODIAN I i }l /: ' !i 11� }% i !s (-------11, firi I , I.- , �Iyl ; 0J Lill 41 ; . '! r"II ( f • ! 1190. 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WORK AREA GREEN R HEALTH GREEN RM CONF 1160 j 1152 CONF OFFICE 1151 CONF 1150 IT 1140 MDF 1130 1810 L 1800 1820 1821 j A.2 • \ OFFIE MAC I. 416 4-a D.5 VIMIEMINIMEMM ,WarliVi MINE NO L COMP ROOM MDF 1130 LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - EAST SCALE: 1/ _. 1622 16 S V/ CCI V) N LU SCALE: 8' =1'-0" CL 8 6 4 2 0 w o o N0N N 0 0 o0 N CO CL a Z v �" U Z IRE ALARM CONTRACTOR T NCD m � 0 10 DO et VN' ca Q E 0 0 cCS 1.1.. T F. IU . QN M c) 0 1n 0 z. 0 0 a W LL 0 w4 ut 00 w a 0 v.) 0 x U x x z 0 w re a z. 0 cp F. PO cn w Ai cn O z� 55 w t;13� C" N W D Cn SCALE: 118" =1'-0" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 01 FIRE ALARM LAYOUT REFLECTED CEILING PLAN FA -401 II ,.ij II i y 1 I! '1 I 11 i 1 ,I t- }1 I l� ! r...,--• f 1� fi r ! I -n l1.:I I F1 * � ! -1„ --•—•- I MAC I. 416 4-a D.5 VIMIEMINIMEMM ,WarliVi MINE NO L COMP ROOM MDF 1130 LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - EAST SCALE: 1/ _. 1622 16 S V/ CCI V) N LU SCALE: 8' =1'-0" CL 8 6 4 2 0 w o o N0N N 0 0 o0 N CO CL a Z v �" U Z IRE ALARM CONTRACTOR T NCD m � 0 10 DO et VN' ca Q E 0 0 cCS 1.1.. T F. IU . QN M c) 0 1n 0 z. 0 0 a W LL 0 w4 ut 00 w a 0 v.) 0 x U x x z 0 w re a z. 0 cp F. PO cn w Ai cn O z� 55 w t;13� C" N W D Cn SCALE: 118" =1'-0" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 01 FIRE ALARM LAYOUT REFLECTED CEILING PLAN FA -401 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. {-r r4 21 MED BONK IFS REIN 0EE7 . CUED= ID 0069E H MD MEN n E®® et mag QD COMB QIt. IQL1m®den IE EMS If MIL Mee FanrEanQROM xI iii 2HR RATED ENCLOSURE FOR SMS ' ONTROL INTERFACE SCALE: 1/4' = I'-0' 1111,11 TATO 13, PLOT DATE: 17—Nov-2011 /(/"'�Esir KO X= EOE FAQIt / M QED E111E9E n E 10010BMX X0 0220E181QFL NIL =III) EEFIIISUR E -15 011113 10XED XXX ENDUE y. 2HR RATED ENCLOSURE FOR SMO 'ONTROL INTERFACE SCALE: 1/4' = I'-0' (E D.5 E) 5� ATRIUM SMOKE CONTROL DOOR OPENERS CONTROL & INTERFACE MOUNT XP1 OM & XP6C INSIDE I BB25 ENCLOSURE ENSURE ALL FA CABLES FROM BB25 TO FACP ARE INSTALLED WITH 2HR PROTECTION REQUIREMENTS WEST STAIR SMOKE CONTROL PRESS CONTR MOUNT XP1OM-&-1P6C-INSIDE-BBS ENSURE ALL FA CABLE FROM ARE INSTALLED WITH 2HR PROTECTION ITION FAIL I "r'ACE C -URS TTACP ( IRE TENTS Rom XP6C 63 u,N ,p i 47 611 ),'_3 ■ I LX;i 47K (0 -ca----T t4231t0— Ir --S1 I I I 1 D c 4210 c' -2A 1 1 .1M eFA ROOF _FA r J J SHAF 5 ;FA LEVEL 04 FAS LAYOUT FOR SMOKE CONTROL OPERATION - WEST SCALE: 1/8' = I'-0' • FA xP10 i tOki XP IXP6C 63 ; 1 -1 • r WEST MECHANICAL PENTHOUSE 4200 I OFA • F ROOF I 11) FA FA BB25 �� 111 1, — 2G I 1 gg��3,,� LEVEL 0� `! I - VA LEVEL dr L 3 -0' A304 ..3TO.._IEVEI..J 47K (OPEN G 2A 2A,G 477K (OPEN) 4M 77K (CLSD) FA C SFA D.5) OPENERS sITERFACE [CLOSURE TO FACP IREMENTS I °O �y• QIP <1< SIN ( i ` EAST S AIR SMOKE CONTROL PRESSURIZATION FAN XP10M — I CO INTERFACE. — XPtOM k i i I i II ; i I 1 r& -KFF-NS(D :: '• lt:1 •E XP6C I ' ! 1 I i IIMIIIIW X. y 1 • 1, ,.. .. 1 ." • ,.AI TALLI? WFFH 2HR PROTECTION REQUIREMENTS ENTS r � • 1•-1---- 1 BB25 —_- ( r BBXP 11 j \ ! 1 , 59'- 47K (OP 1 I � � - I I I TOGLEVEI 03 \ . I I 1 I ,. •,_ i 7x Tot i E ;� i` ' ENT . 1. --TD LEVEL 0 ii � i 58 �� I 3 L �'-S TTO I I LEVEL 0 ' 59 i ! . , .. .. A FA304 I�IM !7K .. _ . _ .. ON 47K (OPEN) I i' i i ; •.. _QA R1:1416) `. ^ t. I� I� �'jr L„ o � � a / 159 j \ ` I. I ATRIUM SIal0KE CONTROL EXHAUST F CONTROL INTERFACE. . . 4700 I MOUNT XP1OM & XP6C INSIDE BB25 i CVI j - FNSIIRF AU FA CART F FROM RR25 T 'NCLOSURE FA!'P �T i C T - i !i / S H,k T 4 . t•-; • 1'-1- >„,_ �'i 1 as ' u. 47K OPEN { R1 �H Q �� 47K (OPEN) B TEV MAC , r ARE INSTATED WFFH 2HR PROTECTION REQUIR HANICAL i I / •�\ \a .,..,.< •,M I \` G� XP1DM PENTHOUSE / \� `. he/13 G 2A 47K (CLSD) I' I 4110 I i I XP10M IQ , +►---� - ---T, -' B 4100 i �^ _........... .._•...._r 8 ; . ,G XP66CC . j . 163• \� _ G -cb ---- j I 2G E I ei EVATo LFA4 2G j j I OBBY ill ? ;i,i; 4120 1H i - . �.�� III ; I I I I `i., 1 III .. ". I .i i t' FFC , i 1 I i .. j , _ , y • I�iA _...----- -._..__.._._..-----.:..__.._... ------ `--- TT1 1 — _ _.. 1 1 . ,..�' I III• Y r�- n III d- <t – .._.–..–---'------" I ---'---' '— 11���'fl � \ j jY i . — 1 64 III •' ;)l r° / " 4iK (ONS R41�6 !.- �`� 3A,2G 61 1 `;..EE�17 MI � 480VAC�LX-8,10,12/;/ DEDICA EP. �`-e SFA 47K (OFF) I / // \ G 2A,G ®. A S 5Aj3G ,�/ i 1 i ' d .; li i 1 --- _ /' r ----F----1 la - I I 4N ROOF• i \a' ROOF 2A,2 I -•m tp- A 3A,2G 47K ( ff 46 480VAC DEpICA (LX -2,4,6) ROOF TEb EP.. ; , 1 1 I I III i (LX 61 1 mI�,i ( ^ ;'` 47� (oN "' EF4S -14 '16,1 47K (0 i Wil GATED �` \\ 1�� Glv R4 ' �-t I I61 47K (OFj 1 I t^ i Y `- FA FA FA lb%I I FA � FA . FA FA FA •`\ :3 '�' 1 .SFA < - , a i ( t ` 1--- `---.. a. I 1 a Y , Iy ( . 1 ; i FA ^ i 1 1 .y 'ay \ 1 y o efA I `{ I I ' i 1 I 1 i ` , i I i I III 1 SFA v�; \ SFA ^ t \ \��; °: { \\ 1 `` ` d 1V A . 0- F; \ " . . \ VA ! LEVEL 04 FAS LAYOUT FOR SMOKE CONTROL OPERATION EAST SCALE: 1/8' = I'-0' . E) D D.5 W CI)J co c„ W SCALE: 8' =1'-0" CI - 16 8 6 4 2 0 U 00 ZZ 0 wo LLI ad 0 d W� K E w FY) mocoun �000 N N N N " N N caN a ca 0 U 5 U) Q5 22 LL a U # 1-11 3 ¢�' W do AevQ M3 N z 0 Wt) 0a 14W 0 0 �0 ~ IZw IZ F0 illU. GH SCHOOL x z ramml U W cop gi=51 PROJECT NAME Cl– U W 0 m LL.I L.iJ SCALE: 118" =1'4" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 04 FIRE ALARM LAYOUT FOR SMOKE CONTROL FA3O4- © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. CAD FILEN M:\Projects\2011\11-1017 Raisbeck Aviation High School\Engineering\CAD Files\FAS Drawings RevO\FA202 2nd Floor FAS Layout.dwg PLOT DATE: 17—Nov-2011 SHAFT 6 KITCHEN TOILET 2251 2250 OFFICE 2240 SOFFIT ABOVE COOLER AND FREEZER UNITS DRY STOR U 4 T /— STEP LIGHTS MOUNTED TO WALL BELOW, TYP SEE INTERIOR ELEVATIONS HALL 2110 i G • PAINT MECH DUCT WHITE TO MATCH CEIU11.1G HANDRAIL LIGHT\— / li 1CENTER ON f u ..�,.. 1i SINKS BEL •UNTED TO �.. 1111 ®�NTOAB:i OM OF LA(�D1�lC BOY'S TOLEt' PE N To \ CI i i 21Z 11•J A$OVE vci!ENTIRAL Alf II a sI�—� „ GIRL'S TOILET VP \ / 2130T i r L COOLER 2230 - HORIZONTAL SHAFT OPEN TO ABOVE COMMONS 12 OPEN TO STRUCTURE - PAINT MECH DUCT WHITE TO MATCH CEILING LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - WEST SCALE:1/8' = P-0' 6� ALL 110 N O v, 11 i I I OFFICE 251 OFFICE 2520 G 9'.-0" *Q i •:wk• a IN , p G 1i I OF ICE 10 2=1 1 CA' EER1 C—EN E1 �•I ' 2 LSI SINKS BELia NTOAB 1 J I I 114. - ■1 I imi cs z %" 1 �� 1 u�� 1 I iiiimmir �_isms i C �_�EUII NE,..insinommi um Ill• M ill MO 1111 ==Elli OOII :te *1• STORAGE 2341 1 \ 14. LL 40 STOR 2150 • 52-2 -4.7K. • UNTED TO OM OF LA MUIMC >e�i•� 1111111 I� 1 III leimesammlimmumw itwiffalso1 �I1.1O1=_I_ =NM Ell I A A G - HORIZONTAL SHAFT MOUNT :D T ACHI ALL, TYP OPEN TO ABOVE SCIENCE LA LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - EAST 11'-0' TYP 077) 111 • immmisammasm 111 retArNa Cm) 4 I I I so 12'-6 i IGIIl lill Ii ,`.i i i .i IGI II ; I i I! I ii I! v z,_;I I j I Ii l i i ii I i G • PAINT MECH DUCT WHITE TO MATCH CEIU11.1G HANDRAIL LIGHT\— / li 1CENTER ON f u ..�,.. 1i SINKS BEL •UNTED TO �.. 1111 ®�NTOAB:i OM OF LA(�D1�lC BOY'S TOLEt' PE N To \ CI i i 21Z 11•J A$OVE vci!ENTIRAL Alf II a sI�—� „ GIRL'S TOILET VP \ / 2130T i r L COOLER 2230 - HORIZONTAL SHAFT OPEN TO ABOVE COMMONS 12 OPEN TO STRUCTURE - PAINT MECH DUCT WHITE TO MATCH CEILING LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - WEST SCALE:1/8' = P-0' 6� ALL 110 N O v, 11 i I I OFFICE 251 OFFICE 2520 G 9'.-0" *Q i •:wk• a IN , p G 1i I OF ICE 10 2=1 1 CA' EER1 C—EN E1 �•I ' 2 LSI SINKS BELia NTOAB 1 J I I 114. - ■1 I imi cs z %" 1 �� 1 u�� 1 I iiiimmir �_isms i C �_�EUII NE,..insinommi um Ill• M ill MO 1111 ==Elli OOII :te *1• STORAGE 2341 1 \ 14. LL 40 STOR 2150 • 52-2 -4.7K. • UNTED TO OM OF LA MUIMC >e�i•� 1111111 I� 1 III leimesammlimmumw itwiffalso1 �I1.1O1=_I_ =NM Ell I A A G - HORIZONTAL SHAFT MOUNT :D T ACHI ALL, TYP OPEN TO ABOVE SCIENCE LA LEVEL 02 REFLECTIVE CEILING FAS LAYOUT - EAST 11'-0' TYP 077) 111 • immmisammasm 111 retArNa Cm) 1140111111111111111111 0. s h' o' 0 NIS • 121 \. \ 1:1'•-•0' : FLEX. , • • 1 jrimmmissimmaii EAST LEM • ma....40 111111111111111111 Nik XI ERRACE #1 12342 CENTER LIGHT FIXTURE IN SOFFIT, TYP UNO HA2 A._6) A.7 2360 0 0 1— ILI —2 a. aa EE Cra G3 CO LC, ui CV CV CV CV cs 0 cc co co Li 3 1.4 0 N CO a. rz rc 0 CC p o ON HIGH SCHOOL 44 CID PROJECT NAME 4t DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 02 FIRE ALARM LAYOUT REFLECTED CEILING PLAN FA -402 4 I I I so 12'-6 i IGIIl lill 1140111111111111111111 0. s h' o' 0 NIS • 121 \. \ 1:1'•-•0' : FLEX. , • • 1 jrimmmissimmaii EAST LEM • ma....40 111111111111111111 Nik XI ERRACE #1 12342 CENTER LIGHT FIXTURE IN SOFFIT, TYP UNO HA2 A._6) A.7 2360 0 0 1— ILI —2 a. aa EE Cra G3 CO LC, ui CV CV CV CV cs 0 cc co co Li 3 1.4 0 N CO a. rz rc 0 CC p o ON HIGH SCHOOL 44 CID PROJECT NAME 4t DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 02 FIRE ALARM LAYOUT REFLECTED CEILING PLAN FA -402 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 17—Nov-2011 SHAFT 6 STOR X1.3) ELECT 3311 IDF 3312 n2 (2-i (2..e.� STO RAG j 3181 C7) 1 to 0 LL ILL pri WALL:.; SE SES i1ON� BJ 010 .; O 010 O, a oTo _ I1,1 � r CENTRALjISTAMF 11 I, ,i 1 L I7 1 , CLASSRII .1 =ISA a) ' C JL • D.5 \ 122413 - MOTO IZED —ROLLER SHAD (MRF. LEVEL 01 FAS LAYOUT. - WEST 1 SCALE:1/8' = P-0' ME 0 10.3 IDF 11- J 3551 DIM POINT FOR LINEAR METAL CEILINGS aE Au 051200 - STRUCTURAL STEEL FRAMING r ut li (I i! i. 11 �- . r I i � j Ji l —r SFA EA Au 051200 - STRUCTURAL STEEL FRAMING r ut li (I i! i. 11 iill I1tAl r I i � j Ji l —r SFA EA r IF •, ,, li' , I OII fflj� i � j Ji l STO 31 3 SIN LEVEL 03 REFLECTIVE CEILING_ FAS LAYOUT - EAST SCALE: 1/8' = I'-0' PREP ROOM / 3570 MOUNTED TO CASthNORK,TYP S 00 O Z W 111 oa ! 7 ^ O) C O O O LOr 1125Xx M O S EEE0 U 87:3 rnoo co L() Oq 00 N N N N 0 0^o Z cs Ezzz SCALE: 8' =1'-0" C.. 16 8 6 4 2 0 FIRE ALARM CONTRACTOR .a 0 0 v cf)z 0 Flum4 c ac V Can gimmiPa PROJECT NAME CO w Cr) c/') z 0 r) H w SCALE: 1I8" =1'-0" DEVELOPEMENT RELEASE DATE: 1111612011 LEVEL 03 FIRE ALARM LAYOUT REFLECTED CEILING PLAN FA -403