Loading...
HomeMy WebLinkAbout18932 66TH AVE NE_972499_2026 C I TY Ol= �RL I hIGTOhI COh1ST RUCT I Ohl RE RM I T BERM I T NO_ 97—a499 Owner: EMERALD INDUSTRIAL 405 FIR LANE ARLINGTON 96223 Value of Work: $36,016. 00 Tax ID: 1531-05-4-012-009 Phone: 435-9167 Describe Work: INSTALL FIRE SPRINKLERS IN NEW BUILDING Proposed Use: WAREHOUSE Legal Description: Job Address: 16932 66TH AVE Contractor's Name Type Address License# CALDERWOOD CONSTRUCTION G 17455 66TH AVE #102 CALDECI094J5 TRI-STATE PLUMBING P 13420 NE 16TH ST TRISTI*245NZ TOTALS Fee Permit Fee $427.25 Plan Fee $277. 71 f State fee $4.50 SIGNATURE: T TOTAL FEE... ... .. .... . .... $709.46 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.. . . .......... . ... $175.66 KNOW 'THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE. ... . ...... .. .... $533.80 ORDINANCES GOVERNING THIS TYPE OF WORK WILL �f QgMPLIED WITH WHETHER SPECI D H " EI N DATE RECEIPT #I I D �•2� I �J� 4'�j'>'�+ HUIL I� N OFFICIA/L1/ J Q.. r R a � 1 {•I.-r _.'.1 `rik-J 1 .4 1 .l • �r -1 �_ _ _ �_ CITY OF ARLINGTON ` 23o 'N. OLYMPIC - ARLINGTQN,, WA A223 (206) 435-5785 REQUEST FOR/ACCESS TO PUBLIC RECORDS Department Ct C Division Person Receiving Request25 ' ' J�✓ - ' Date Name y mns Address 4,0 City /j y1x— State LA Zip Phone v If emergency request, indicate date desired: RECORDS REQUESTED: Title of Record S k Date of Record P 97 Please describe below the records you are requesting and any additional information that will help us locate them for you as quickly as possible. L - r j'� —Z_3 lF- F 0t-J c ip C; I certify that the lists of individuals obtained through this request for public records will not be used for commercial pupooses. Signature---'--- r ` Number of copies C Q � Number of pages Per page charge TOTAL CHARGE -� f� .:; 1 INSPECTION REPORT Arlington City Fire Department (360)435-3818 l mate ADDRESS _����6-6 A- v Er4 L&-- NAME OF BUILDING 4EM- 2%�f d Type of Inspection: .—5 -2�.,.� _ REPOI7 OF INSPECTIn Ap r ed ❑ Disapproved r- i Inspector's Name: _-- Signature of person representing property owner TOO T.AA(T MITA NJr).Tn1V77)TV L97.8 Cab aAC lV4 AT:LT (TRAA LR/RT/TT � 1' A0Berryman & Henigar BSI Consultants. lnc Henigar&flay,lnc. To: / o �2G//�� T/� Date: cat /GD/Nl� f�7 B&H P.C. No.: 97 d�Z 239 /V OL y/YJ,OIG A✓.E Agency P.C. No.: 9Z- 21�9 4'g4M/!7"vl/ , u44 9B 22 Description: ATTN: c-25-A0z> ANL1Ea / F/.ems �v,�in/,tcLE,e s✓�Srx t j Via: ❑ Messenger ❑ Express ❑ Pickup ❑ Mail AU PS ❑ Other We are forwarding herewith: '-';+=' aA�'.�vc�D t1.C� /C�uIYN rawmgs Soils Report J� O/W c/trc1��v. .nt Specifications Correction List nut' aw1wveW— Structural Calcs Fee Calculation Sheet Energy Calcs Other Wz", ir_ e-el�- Special items to note: —��.•c�/�a�.C�c. _Arch/Engr. Signature Pending Additional P.C. Fee Due. Refer to Fee Calculation Sheet _ Unreasonable Hardship Approval Required. _ Health Department Approval Required. Special Inspection Required for _ Verify Code Interpretation by City/County on Flood Plain Regulations Apply. Other. The following items have been verified: — Plans Stamped and Signed. Correction List in B&H File _ K Questionnaire Sent to Applicant. K Log Book Entry Made. Remarks: �Y fire R*,o AeVlee r' Resubmittal Required. yocc wicc B,E iN✓o�cEp SP-�A.tw >/ The enclosed instruments of record are approved for issuance of the building permit(s) pending the approval of any other applicable County/City agencies. If enclosures received are not as listed above, please notify us at once. From: BERRYMAN & HENIGAR Building Safety Division /` //�c_ �•%ref ��1'�S -iL) Date: 7 A:v -' 97 Received by: Date: 1215 Fourth Avenue, Suite 1400 9 Seattle, WA 98161 • (206) 727-2220 9 FAX (206)727-2216 TRI-STATE PLUMBING, ,'-"Cr 13420 NE 16th Street BELLEVUE, WA 98005-2308 (206) 643-3830-after May 1997 area code 425 DATE „� • 1�,� J."N z_410 FAX (206) 747-3041 ATTENTION TO � ' L ®'fir ��L ���^*2 RE: -Z.7 %893Z- �\ S ►13 V4_Tc� WE ARE SENDING YOU ,' Attached ❑ Under separate cover via the following items: AShop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: XFor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS _02 % COPY TO SIG IIJ If enclosures are not as noted,kindly notify us at once. j � II1, I I I oaII but h F—: I xn► -rI I1 n vn I IT - �rn unrrA 1 _ �11 i1Y I I 1 1 I •11 r . - I/ 0 1 11111. II I - I Iii I II l I T I - I 4 _ ' AVO - r � TRI-STATE PLUMBING, r-T. ILIEV4IE 13420 NE 16th Street' J BELLEVUE, WA 98005-2308 DATE JOB No (206) 643-3830-aA ft 206er May 1997 area code 425 `7 , y4V,cf t'` 10 FAX f ) 747-30`q 1 ATTENTION `t l �S CD f�qRE: � 1 TO /� A f - RE: T� WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: '14 Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications /❑ Copy of letter ❑ Change order COPIES DATE NO. DESCRIPTION ') THESE ARE TRANSMITTED as checked below: or approval O Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS C7 Kc��vl��1Z����tu��5 COPY TO SIGNE071 1�- - /f enclosures are not as noted,kindly notify us at once. _ _ -T - - - _ � � - - - - _ � i TRI-STATE PLUMBING, "To 13420 NE 16th Street BELLEVUE, WA 98005-2308 DATE JOB NO. (2t16) 643-3830-after May 199' ar,4a code 425 � � 2_.� FAX (20u) 747.3041 ATTENTION TO RE: WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: hop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order F_j COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: [ ` For approval ❑ Approved as submitted ❑ Resubmit copies for approval /.,,[2k,�For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment LJ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS J I T wa w Li► COPY TO ��— SIQNED:, - If enclosures are not as noted,kindly notify us at once. S - - - - - "'----- - - - - L- -I 1 I I - - C11"yOF /A������ 238 N, O|yn`pic' A/|inAton, VV& 38223 DATE JOB NO. P-o0!-Anj! r] Fngirfnerhng F] 9qm is Phone (20'") 4`5'0724 FAX (206) 43S'3S0� ATTENTION TO VVE ARE SENDING YOU Attached O Under separate cover via the following items: » . O Shop drawings O Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION Cnie THESE ARE TRANSMITTED aa checked below: O For approval O Approved assubmitted O Reyubmit-------_copiosforapprova| O For your use O Approved axnoted O Submit'-_-----_copies for distribution OAsrequested O Returned for corrections O Return-oonootodprinto � For review and comment O ^� O FORBIDS DUE lg-------_ O PRINTS RETURNED AFTER LOAN TOUS REMARKS - COPY To ��o,"* m" .^o% ns���sop�p��Post-Consumer SIGNED: n enclosures are not aanoted,kindly notify uoetonce. TRI-STATE PLUMBINt• ANC. 13420 NE 16th Stree. BELLEVUE, WA 98005-2308 DATE JOB NO. (206) 643-3830-after May 1997 area code 425 `Z4 1 � FAX (206) 747-3041 ATTENTION C 1 `G b�] TO _ RE: WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order D� f'--4� �. L-l-�`�-� 5 COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS O `17- ZY9 COPY TO, SIG if enclosures are not as noted,kindly notify us at once. am- X-A Xim L MOTOWJAA T Alk Rinser Manifold � "M f • Commercial n NFPA 13 Systems • Floor Control = High Rises • Residential , NFPA 13D/13R Systems Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product The Riser Manifold is approved for installation in either the horizontal or Description the vertical position. The optional relief valve assembly is The Central Riser Manifold provides available for the required locations all of the accessory equipment for a such as NFPA 13 Section 3-1.2 which riser in a single assembly. The requires relief valves on gridded availability of the Riser Manifold in systems. different configurations allows cost- effective riser installation in `a commercial (NFPA 13) systems, high Technical 9 rises requiring floor control Data assemblies, and residential systems (NFPA 13R/13D). The threaded ends of the 1" and 1'/2" Models: 13 (commercial) bodies and the grooved ends of the 13D (residential)or 2" through 6" bodies allow for an easy 13D/13R (residential) valves. Sizes: to either check or control Styles: Threaded or Grooved 11 11/21152115 Sizes: 1 , 1 /z , 2', 2/'2 , 3 , 4 & 6 The exclusive and dedicated flow Approvals: U.L., U.L.C. 11 11 11 switch designed for the manifolds has Maximum Working Pressure: 175 psi 2/2 93 1 1 been tested and Listed for use in this specific configuration by Underwriters Standard Finish: Fire Protection Red � 611 RiserLaboratories. with White Lettering I.P.S.Cut Groove Specs.: AWWA C-606 The Manifold bodies are painted fire Take-out Dimensions: See Figures Manifold protection red. Lettering clearly identifies flow direction as well as the Shipping Weight: See Figures test and drain outlet, thus providing Mfgr. Source: Domestic the required sign. Optional Accessories: Pressure The Model F202 inspectors'test Relief Valve Kit, see page 5 valve and the Model F101 trim valve are both U.L. Listed and make the best use of special thread combinations, eliminating the use of pipe nipples and the resulting potential for leakage. Installation is simplified with one convenient take-out for the threaded versions as well as one take-out for all grooved sizes, 2" through 6". No. 28-1.0 Figure 6 Optional Pressure Relief Valve Grooved Commercial Trim — Model 13 2 O 4 9-7 / Optional Pressure Relief Valve Accessory Kit (This is not a U.L. Listed device.) ;� Detail No. Part No. Description Req'd Number © O 1 90°Compression Fitting 2 198-068-0 19 ® 2 1/2"Watts Pressure Relief Valve 1 198-066-0 3 11" Reinforced'/2"Tubing 1 198-143-0 Normal n Drain /2 4 1 x' " Reducing Bushing 1 611-800-4 Position _ Kp Above kit can be installed on all sizes of grooved bodies. FLbW Valve is factory set at 175 psi (non-adjustable). I Note: If optional pressure relief is desired for Figures 2 and Normally 3,outlet on riser must be provided. Clooed Figure 7 Potter Waterflow Switch Terminal Connections SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serves as two separate connections. The wire ��GO�\� must be severed to serve as two separate connections,thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. 101-1 OJAGO\�G Figure 8 Potter Waterflow Switch Typical Electrical Connections LOCAL BELL STYLE B / CLASS B TRANSFORMER OR (END OF LINE RESISTOR) BATTERY POWERED CKT. (SEE NOTE) END OF OPEN ON ALARM CLOSE ON OPEN ON CLOSE ON LINE ALARM ALARM ALARM RESISTOR SIGNALING DEVICE SUPERVISED LOOP (SEE NOTE) TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADD'L CLOSE ON CONTROL ALARM ALARM DEVICES OPEN ON PANEL OR RETURN ALARM ! ALARM ` TO CONTROL Note: For supervised circuits,see"Switch Terminal Connections" and caution note(above). The Model VSR-SF has two switches,one can be used to operate a central station,proprietary or remove signalling unit,while the other contact is used to operate a local audible or visual annunciator. Testing: The frequency of testing for the Model VSR-SF and its associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction,but under no circumstances less than bimonthly. 5 Figure 5 211, 2Yz", 311, 4" & 6" Grooved Commercial Trim — Model 13 (For optional pressure relief valve,see Figure 5) C 6 " 8 10 7 12 `m D� 161/4' '"13" $ O O 0 1 11 Qo Ban 2 A a FL W I I oB Approximate Weights & Dimensions of Trimmed L*-�— 2",21/2", 3",4" &6" Grooved Commercial Riser Manifold 1 i Size A B I C D I (lbs.) *5/8" = D " 2" 14" %1, 131/2" 5'/2" 14.0 Approximate thread engac=ment• 21/2" 141/2 7/a" 143/4" 61/4" 20.0 "13"is the take-out for all sizes 2"through 6". 3" 141/2" 7/s" 151/2" 6'/2" 23.0 4" 181/2" 47/8" 181/2" 83/4" 39.0 6" 18%" 51/a" 20Y2 9%" 55.0 Figure 4&5- Bill of Material Residential and Commercial Riser Manifold (for replacement parts) Detail No. Part Detail No. Part No. Description Req'd Number No. Description Req'd Number 1 2"Manifold Body Groove x Grccve 1 971-077-01 5 1"Sight Glass(2"body) 1 2560/2567 1 2'/2"Manifold Body Groove x G•.ove 1 971-077-02 5 1'/A"Sight Glass(2%"&3"body) 1 2566/2568 1 3"Manifold Body Groove x Grccve 1 971-077-03 5 2"Sight Glass(4"&6"body) 1 2569 1 4"Manifold Body Groove x Grccve 1 971-077-04 6 '/4"Water Gauge 1 2341 1 6"Manifold Body Groove x Grcrve 1 971-077-05 7 '/4"Plug 1 816-12-00 1a 2"Manifold Body Male x Groov= 1 971-077-06 8 '/4"3-Way Globe Valve 1 41320 2 Potter Waterf low Switch#VSC 1 971-097-00 9 'A"x 2"Nipple 1 131-19-000 3 1"Ball Valve(2"body)F101 1 971-082-00 10 1"Plug 1 611-800-60 3 1'/4"Ball Valve (2'/2"&3"body. =101 1 971-083-00 11 1"x'/z'x 1"Tee 1 611-822-12 3 2"Ball Valve (4"&6"body)F'=1 1 971-084-00 11/4"x'/2"x 1'/4"Tee 1 611-822-13 4 1"Inspectors Test&Drain(2"body)F20 1 971-079-00 2"x'/2"x 2"Tee 1 611-822-14 4 1'A"Inspectors Test&Drain 1 971-080-00 12 1/2"Pipe Plug 1 801-12-00 (2'/2"&3"body)F202 13 1"x'/?x 1"California Tee 1 4200 4 2" Inspectors Test&Drain 1 971-081-00 14 1"x Close Nipple 1 131-65-00 (4"&6"body)F202 15 1"Ball Valve F101 1 41304 4 Hate I I at i o n 0 rd B r i n g Availability and Service: Central sprinklers, valves, accessories, and Information other products are available through- out the U.S., and Canada, and internationally, through a network of The Riser Manifold is approved for When placing an order, indicate the Central Sprinkler sales and distribu- installation in either the horizontal or full product name. Please specify the tion centers. You may write directly the vertical position. quantity, model, style, and size. to Central Sprinkler Company, or call Mechanical-grooved couplings (215) 362-0700 for the distributor Installation Sequence must be ordered separately. nearest you. Guarantee: Central Sprinkler Step 1. Install the manifold body with Part Company will repair and/or replace the flow arrow pointing in the Size Model Number any products found to be defective in downstream position using threaded material or workmanship within a connections and/or Listed mechanical 1" 13D, F x F 4067 period of one year from the date of grooved couplings. 1/2 shipment. Please refer to the current 91 13, M x F 4055 price list for further details of the 1'/2" 13 M x M 4056 warranty. Step 2. Connect the drain line. I Patents: Patents are pending. Ensure the Trim Valve is in the closed 11/2" 13D/13R M x F 4057 position and where appropriate, the 1'/2" 13D/13R, M x M 4058 Conversion table: Inspectors'Test Valve is in the"drain" 2" 13D/13R, G x G 4059 1 inch =25.4mm position. 1 foot= 0.3040M 2" 13, G x G 4060 1 pound = 0.4536kg Step 3. Place the system in service and secure all supply valves open. 2" 13, M x G 4064 1 foot pound = 1.356Nm 2'/2" 13, G x G 4061 1 p.s.i. = 6.895Kpa NOTE: When installing threaded = 0.0689bar bodies, use a non-hardening pipe 3" 13, G x G 4062 = 0.0703kg/cm2 joint compound. 4" 13, G x G 4065 1 U.S. gallon = 3.785 dm3 = 3.785 liters Care & -6" 13, G x G 4066 For Pressure Relief Accessory Kit Conversions are approximate. 171 Maintenance Use Part Number 4063. The Riser Manifold and accessories should be inspected as outlined in NFPA 25 to ensure reliable and trouble-free operation. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water- Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 ©1994 Central Sprinkler Company Phone(215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 13&13D/R.3 II I I I I I i 1J J 1 I Q I R F I R E P R I T E C T 1 I The Ames Backflow Preventer: Lighter, Shorter, Better Flowing Than Any Other Application Features TheAmes3000ssprotects the potable • Lowest documented head loss watersystem by preventing back/low • Non-Corrosive 300 series stainless steel(lead free)body. Superior strength. from fire protection systems. The • 40%shorter end to end dimensions for compact,inexpensive installation. device also detects leaks orunauthor- . Excellent for retrofit installations. ized use of water from lire protection lines. • 50%lighter in weight,reduces installation and handling costs. • Fully serviceable inline,no special tools. =� Operation • Pretested cam-check(patented)assembly for long term reliability,low head loss, In the incidence of minimal water ease of serviceability. flow,the valve clapper remains closed • Single two-bolt grooved style cover for quick and easy access. so that the water flows through the • Only ASSE 1048 approved assembly for vertical and horizontal applications. bypass loop. When major water flow • Made in U.S.A. is required, the water pressure will • Head loss equal to or less than single detector check valve. open the main valves to allow full water flow. National Approvals A Installation Approved by all national approval agencies* The 3000ss should be installed with adequate clearance and easy accessi- bility for maintenance and testing. CU. The 3000ss maybe installed vertically iV. ,S or horizontally. Refer to local codes for specific installation requirements. VALVES&BACKFLOW ASSEMBLIES MODEL 3008ss oouhietoeca- oetatoF ASSOMY 1 E o a 0 0 o 0 ao D A F B ® Ames 3000ss - Wei hts & Dimensions _Inches Net Wt. Net Wt. 3 Specifications SIZE A B C D E(Open) F with Gates w/o Gates 21/2' 22" 38" 10" 3vz' 18" 155# 68# The double check detector assembly 3" 22" 38" 10" Th" 201h" 230# 70# consists of two independently oper- a- 22" a'o, 10" 41/2" 241E 1V/4' 240# 73# ating, spring loaded check valves, two 6" 271/2" 6'i-� 15" 51/2' 32Y." 151/2' 390# 120# UL,FM,OSYresllient wedge gate valves, 8 291/2" 521/2' 171/2" I 63/4" 37'/a" 19'/2!' 620# 200# andbypassassembly.Thebypassassem- 10" 8 # 230#29vz 55vz 17/2 48 2 bl y consists of a meter(cubic ft.or gal- 21/2"&3"Documented Flow Characteristics(including shut-off valves) lons),a double check including shut off valves and required test cocks. Each 10 cam-check shall be internally loaded 6 """' """""""' """" "' ""' and provide a positive drip tight closure y ............ .................................----.. ..2 1�2.. .... .. .... 311 .......... . . against reverse flow. Cam-check in- 6 cludes a stainless steel cam arm and a ................... ... spring,rubber faced disc and a replace able seat. The body shall be manufac- - .............................................................. 2 tured from 300 series stainless steel, 0 ' 100% lead free, with a single two-bolt 0 100 200 300 400 500 600 GPM flowRate(GPM) grooved style access cover. No special tools shall be required for servicing. 4"Documented Flow Characteristics(including shut-off valves) Double check detector shall be 3000ss. 10 .......................................:...................:. ...............:...................:... y e I Physical Characteristics 4,. y __ _ ,,,,,, 2�ff n n ff ff On 4 s -__............................................................... ._ ..... zk3Y468, 1 o Sizes 4 ..... Rated wor ing pressure- 175 psi ..:.. ...... ..... ..... ... Hydrostatic pre -350 2 . . ............: ............ ................... ... ............... Temperature mpe Range-32°F ps110°F Body material-300 series 00 100 200 300 400 500 600 GPM stainless steel Flow Rate(GPM) Flange dimension in accordance with A 6"Documented flow Characteristics(including shut-off valves) AWWA Class D 10 *C .......:...................:........................................ ........ .... *Contact the factory r ae ,.. .... ..:. n fa ry o s" specific approvals 0 6 ........ _. J 24 ... ... ............... .......... ..... .,_,.._. ...'. ........ ............... ., a2 ..,., ..,_ ... ........ ....I.............. ..... .. 0 Form#DCDA/SS 3/93 0 250 500 750 1000 1250 1500 GPM Flaw Rate(GPM) 31 1 3"& 10"Documented Flow Characteristics(!'ending) }-{C0 916.666.2493 1485 Tanforan Avenue P.O Box 1387 Woodland, CA 95776 Fax 916.666.3914 VANE5 8 RUM OW AS MI31!f' LJ ik 0A K • ELOml b Extra Large Orifice ' 'f Extended Cover-age Ordinary Hazard Upright, Pendent and Recessed Pendent . Automatic Sprinkler Manufactured by: Central Sprinkler Company `+t 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ;4° �'<<w'sfce % ; conditions that could affect its proper Product functioning. It is also less susceptible to mechanical damage since there are no Description protruding elements extending beyondr' the sprinkler frame. The Central Model ELO-16 Extra Large �..' Orifice Automatic Sprinkler is a low cost, Technical ; aesthetically pleasing unit, specifically designed for Extended Coverage/ Data Ordinary Hazard for all Groups as defined by NFPA 13. The ELO-16 is Model: ELO-16 acceptable for installations in Style: Upright, Pendent and unobstructed and non-combustible Recessed Pendent 7 obstructed construction*consisting of Escutcheon: Model ELO Recessed (2-piece) solid steel or concrete beams per _ NFPA 13 1991. The ELO-16 is Listed for Note: Only the Model y be "Recessed" piece)Escutcheon maybe used. Substituitu tion an 18" commodity clearance from the of other"recessed"escutcheons may impair deflector as standard sprinklers are per the operating sensitivity and distribution NFPA 13. pattern. The Model ELO-16 Sprinkler Wrench: ELO/ESLO/ESFR Combination `' incorporates a specially designed (upright&pendent) deflector that provides a much greater ELO Offset (recessed pendent)area of coverage than most commercial Orifice Size: 0.64" (ELO) sprinklers. K-Factor: 11.4 An optional 2-piece recessed Thread Size: 3/4" N.P.T. escutcheon assembly for pendent Temperature Rating: sprinklers that provides for 3/4" of field Pendent: 1650F/740C, 2120F/1000C adjustment is available. Upright: 1650F/74'C, 2121F/1001C The Model ELO-16 Sprinkler Installation Limitations: !4 incorporates the time-proven "center- Unobstruted or non-combustible J strut" actuating assembly which provides obstructed construction* consisting of -- aesthetic appeal with high dependability. solid steel or concrete beams. The Model ELO-16 is available in Minimum hydraulic design area of 5 brass, chrome plated and white painted. heads or 1500 sq.ft., whichever is Its mating recessed escutcheon plate is greater. available in three standard finishes, Minimum spacing between upright and sprinklers is 13'. brass, chrome plated and white painted pendent Extended Coverage with additional special painted finishes Approvals: U.L., U.L.C., M.E.A.Maximum Working Pressure: 175 psi available upon request. Factory Hydro Test: 100%at 500 psi Ordinary Hazard Operation: A fusible alloy is sealed Standard Finishes: into a bronze center strut by a stainless Sprinkler: brass, chrome plated, white steel ball. When the alloy melts at its painted Upright Pendent rated temperature, the ball is forced Escutcheon": brass plated, chrome upward into the center strut, releasing the plated, white painted and Recessed two ejectors and operating the sprinkler. Corrosive Finishes: wax, lead, Unlike most other sprinkler designs, the wax-over-lead alloy is not exposed to atmospheric Patent: Pending Pendent Sprinkler WEB members of open WEB trusses must not exceed Pendent Upright 1"diameter. Maximum ceiling slope of 2"per foot. Length: 3/8 3/n' Not available for upright sprinklers. Width: 11/e" 2" Weight: 4.8 oz. 5 oz. No, 2-10.0 Installation Diagrams ELO-16 Extended Coverage Ordinary Hazard Recessed Pendent and Pendent t / 1"x 3/4" Reducing Coupling I I I I I Face of I I I i I Reducing covpilttg c ' e ^' 1"Max.(Recessed i 1/2"Min. Only) 'eT I -I— ' Ceiling Line I Model ELO-1(2 piece) Recessed Escutcheon I r i I 2 1/4"Dia.Min. 2 3/4"Dia.Max. —_ 3 1/4"l Dia. — —1 7/8"Dla. "Nominal Wetting Pattern-Ordinary Hazard ELO-16 Extended Coverage Ordinary Hazard Upright 2'Dia 0. -- m - 2 2' 4' 6' 8' "Half"Indicates one half of a symmetrical spray pattern. ` 1 ` This is informational only. Spacing must conform to the Listing requirements contained In this brochure. Position of Deflector When Located Above Bottom of Beam r Distance Maximum Allowable from Distance Deflector Sprinkler to above Bottom of I —� I I Side of Beam Beam 1 x 3/4" Less than 1' 0" f tReducing t 1'to less than 1'-6" 0" coupling/ � 1-6" to less than 2' 2'to less than 2'-6" 1" 2-6"to less than 3' 1' Position of Deflector,Upright or Pendent Sprinkler,When Locatec sccve Bottom of Beam 3'to less than 3'-6" 3" Ceiling 3'-6"to less than 4' 3" 4'to less than 4'-6" 5" Not to Exceed Maximum i Beam Specified for type of Construction 4'-6"to less than 5' 7" 5'to less than 5'-6" 7" -_------ --- _ 5'-6"to less than 6' 7" 6'to less than 6-6" 9" Maximum Distance Deflector 6-6"to less than 7' 11" Above Bottom of Beam 7'and greater 14" ' Distance from Near Side of Beam For SI Units: 1"=25.4mm; 1'=0.3048m 2 Design Installation Data rA Design Requirements-Commercial Extended Coverage Applications All Central Model ELO-16 Ordinary Hazard,Group 1,Density 0.15 GPM/ft'-NFPA 13 1991 Minimum Distance From Deflector to Top of Commodities is 18". Automatic Sprinklers must be installed according to current NFPA Maximum Minimum Design Minimum Design 13 Standards and these installation Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler instructions. Deviations from these Sprinklers Any Wall (gpm) (psi) requirements and standards or any 14 x 14 feet(196 sq.ft.) 7 feet 29.4 gpm 6.7 psi alteration to the sprinkler itself will 16 x 16 feet(256 sq.ft.) 8 feet 38.4 gpm 11.3 psi void any warranty made by Central Sprinkler Company. In addition, installation must also meet local Design Requirements-Commercial Extended Coverage Applications government provisions, codes, and Ordinary Hazard,Group 1,Density 0.16 GPM/ft'-NFPA 13 1989 or earlier standards as applicable. Minimum Dance From Deflector to Top of Commodities is 18". The system piping must be Maximum Minimum Design Minimum Design properly sized to ensure the Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler minimum required flow rate at the Sprinklers Any Wall (gpm) (psi) sprinkler. Check for the proper 14 x 14 feet(196 sq.ft.) 7 feet 31.4 gpm 7.6 psi model, style, orifice size, and 16 x 16 feet (256 sq.ft.) 8 feet 41.0 gpm 12.9 psi temperature rating prior to installation. Install sprinklers after the piping is in place to avoid Design Requirements-Commercial Extended Coverage Applications mechanical damage; replace any Ordinary Hazard,Group 2,Density 0.19 GPM/ftz-NFPA 13 1989 or earlier damaged units. Minimum Distance From Deflector to Top of Commodities is 18"• Wet pipe systems must be Maximum Minimum Design Minimum Design protected from freezing. Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Upon completion of the Sprinklers Any Wall (gpm) (psi) installation, the system must be 14 x 14 feet (196 sq.ft.) 7 feet 37.2 gpm 10.6 psi tested per recognized standards. 16 x 16 feet (256 sq.ft.) 8 feet 48.6 gpm 18.2 psi In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Design Requirements-Commercial Extended Coverage Applications Ordinary Hazard,Group 2,Density 0.20 GPM/ft'-NFPA 13 1991 Installation Sequence Minimum Distance From Deflector to Top of Commodities is 18". Step 1. For Recessed Pendent Maximum Minimum Design Minimum Design Sprinklers, the face of the sprinkler Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler fitting should be installed a nominal Sprinklers Any Wall (gpm) (psi) 3/4" (±3/8") behind the ceiling line. 14 x 14 feet (196 sq.ft.) 7 feet 39.2 gpm 11.8 psi Adjustments are made via the push- 16 x 16 feet (256 sq. ft.) 8 feet 51.2 gpm 20.2 psi on escutcheon. Step 2. Use only a non-hardening pipe joint compound or Teflon*tape. Design Requirements-Commercial Extended Coverage Applications Apply only to the male threads. Ordinary Hazard,Group 3,Density 0.21 GPM/ftz-NFPA 13 1989 or earlier Minimum Distance From Deflector to Top of Commodities is 18 Step 3. Hand tighten the sprinkler Maximum Minimum Design Minimum Design into the fitting. Use the appropriate Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Central Sprinkler Wrench to tighten Sprinklers Any Wall (gpm) (psi) the unit into the fitting. A leak-tight 14 x 14 feet (196 sq. ft.) 7 feet 41.2 gpm 13.1 psi joint requires only 7 to 14 ft.-Ibs. of 16 x 16 feet (256 sq.ft.) 8 feet 53.8 gpm 22.3 psi torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Caution: Minimum spacing between sprinklers for both Torque levels over 21 ft.-Ibs. may upright and pendent is 13'. distort the orifice seal, resulting in leakage. *Teflon is a trademark of the DuPont Corp. 3 Care & Because the discharge pattern is Ordering critical to protection of life and properly, nothing should be hung or Information Maintenance attached to the sprinkler unit that r] would disrupt the pattern. Such ri Sprinklers must be handled care- obstructions must be removed. In the Ordering Information: When fully. They must not be transported event that construction has altered placing an order, indicate the full or stored where ambient temperature the original configuration, additional product name. Please specify the may exceed 100°F/380C. For best sprinklers should be installed to quantity, model, style, orifice size, protection level. results, store them in a dry, cool maintain the p temperature rating, type of finish or o not attempt to replace sprinklers location in the original shippingD without first removing the fire protec-ion system from service. Be certain coating, and sprinkler wrench. package. t Do not install sprinklers that have Availability and Service: Central to secure permission from all Authori- been dropped or visibly damaged. ties Having Jurisdiction, and notify all sprinklers, valves, accessories, and Sprinklers should never be painted, personnel who may be affected other products are available throughout coated, plated, or altered in any other during system shutdown. A fire the U.S. and Canada, and internation- way from manufactured condition or ally, through a network of Central they may not function properly. Any watch during maintenance periods is Sprinkler distribution centers. You may sprinklers altered in such a manner a recommended precaution. write directly to Central Sprinkler must be replaced. To remove the system from service mode, first refer to the system Company, or call (215) 362-0700 for The owner is responsible for the operating guide and valve instruc- the distributor nearest you. proper operating condition of all fire tions. Drain the water and relieve the protection devices and accessories. Guarantee: Central Sprinkler The NFPA Standard 25 entitled, pressure in the system piping.Remove the existing unit and install Company will repair and/or replace any"Inspection, Testing and Maintenance the replacement, using only the products found to be defective in of Water-Based Fire Protection material.or workmanship within a Systems", contains guidelines and special sprinkler wrench. Be certain y period of one year from the date of to match the model, style, orifice, and p minimum maintenance requirements. temperature rating. shipment. Please refer to the current Furthermore, the local Authority A fire protection system that has Price List for further details of the Having Jurisdiction may have addi- been shut off after an activation warranty. tional regulations and requirements should be returned to service immedi- for maintenance, testing, and inspec- ately. Inspect the entire system for Patents: Patents are pending. tion that must be obeyed. damage and replace or repair as It is advisable to have sprinkler necessary. Sprinklers that did not Conversion Table: systems inspected regularly by a operate but were subjected to corro- qualified inspection service. Length sive elements of combustion or 1 inch = 25.400 mm of time between such inspections can excessive temperatures should be 1 foot= 0.3048 M vary due to accessibility, ambient 1 pound = 0.4536 kg The Authority Having Jurisdiction w atmosphere, water supply, and site inspected, and replaced need be.ill 1 foot pound = 1.36 Nm activity. 1 psi = 6.895 kpa Do not attempt to re-assemble or detail minimum replacement require- ments and regulations. =0.0689 bar otherwise reuse a sprinkler that has =0.0703 kg/cm' operated. Replace any sprinkler 1 U.S. gallon = 3.785 dm3 exhibiting corrosion or damage; = 3.785 liters always use new sprinklers of the Conversions are approximate. same type and temperature rating as replacements. CENTRAL Central SprinklLhr Company 451 North Cannon Avenue, Lansdale, PA 19446 C01993 Central Sprinkler Company Phone: 215-362-0700 Printed in U.S.A. FAX: 215-362-5385 EL016.3 Sheet of Z4 Tri-,State Plumbing , Inc ./ Eire Protection 13420 NE 16TI-I St . Bellevue , WA 9800E Date 07/09/97 Job: ARL2 PROJECT INFORMATION Job Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA -------------------------------------------------------------------------- Occupancy— — — — — — — — — — — — Ordinary Group II Density _ _ - _ _ _ _ _ 0 . 17 gpm/sq „ft . Ave a of Operation_ _ _. _.. _ - 3000 square feet. Area per Sprinkler — ,— — — — — — 196 Numbe'(' of Sprinklers Calculated- 17 heads At-i.thorit,y leaving Jurisdiction— _ NFPA--13 F-iose — — — —, — 250 .0 gpm Outside I-lose '_Systeffl type-_ Wet Wat. Y Supply 90 .00 psi Static , 83 .00 psi Residual @ 1048 .0 gpm Sprinklers -__ _ 3/4 CSC ELO--16 --__ --- ----------------------------------------------------------- CALCULATION SUMMARY Demanc:i— — — — — 63 „61 psi G 706 „0 gpm @ F3 „O .R . 70 .09 psi @ 956 .0 gpm @ Supply 84 „09 psi available @ 956 „0 gpm Demand is below curve by 14 „00 psi for Remote Area 1 ------------------------------------------------------------------------------ Notes : HOUSE. WET SYSTEM-- NO STORAGE OVER 12 '.. 0" / ' 7= 2�99 APPROVE® FOR PERMIT ISSUANCE / I NSULTANTS INC. _ BY C - I �A ? Those plans hn�te been reviewed for adhera ce to o d r,or aPPlimble eo&is and ordinance.Authorization is hereby e� Cr,.r�;d to isw� a building z+ermit pending amrovol by tt 4n all cp;licable C.'Y agencies. Tha ir--=ince or 1:r7ntin of a oermif ! 8 based on approval M thesut plans ,:::i !I not be construed to Mr-;,t or ap. prav:'C,71 viola¢:-',Of tlleappiicablo code.s or o.(':nonce r'.10 rn'rrait orc�c..: d to givo au ,rity to v ;!(;>a or cancc! taj provisicas of such codes sh:!Il be V.:�'ri ae�"_ �. ( Ff�-Y�I.WIII�.• �. I r Sheet Z of Tri--State Plumbing , Inc ./ Fire Prot—ion Description of Fitting abbreviations Code Description ----------------------------------------------------------------- T Tee VF" Victaulic ninety degree elbow B11 Ames 20OOss backflow preventer GV Gate valve OF Underground ASCA ninety degree elbow UT:I Underground ASCA tee : flow in run , flow out bullhead only Description of other abbreviations Code Description ----------------------------------------------------------------- BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 ( Square Boot ) A Actual pipe length F Fitting equivalent pipe length T Total pipe length i O7/09/97 6: 46am Sheet of �(� . ' \ ` ) / Tri-�—.ate Plumbing , Inc ./ Fire / . ot*ctlon ^ Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA x Grid Node Detail Remote Area #1 Remote Area Summary BL Split Split Demand P BOR Demand @ Supply RA No Heed Press Press Flow Press Flow Pressure Breakdown _____ ------ ------ ------ --_____ l 1 11 11 .80 63 .61 706 .8 70 .09 956 .0 Split PreosVre= 11 .8O 2 22 12 .02 Grid Loos = 30 '58 3 33 14 .21 Avail @ Supply= 84 .09 Below Curve = 14 .00 2 1 10 11 .80 62 .83 707 . 1 69 .33 957 . 1 Split Preosure= 11 .80 2 21 11 .95 Grid Loss = 29 .77 3 32 13 .70 Avail @ Supp}y= 84 .08 Below Curve = 14 .75 Most demanding Remote Area is area number 1 i i 07/01/9/ 6 : 4»am Sheet of ^ Tri-. -at* Plumbing , Inc ./ Fire |' . otection ° . Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA x Remote Area #1 Raw data previous to any calculations No . Code Diam Length Beg End Nd Kfao1 Kfao2 Press Elev Hose HW Vel Fit 1 BL1 1 '762 10 '0 O O 11 .4 11 '80 0 .00 0 .0 120 32 IT 2 BL2 1 '752 10 .0 O O 11 .4 11 .80 0 .00 0 .0 120 32 1T 4 GP 4 .328 14 .8 16 5 0 '00 0 .00 0 '0 120 32 5 8N1 2 '115 5 .0 5 6 N 0 .00 15 .75 0 .0 120 32 IT 6 GL1 1 '752 4 .0 6 7 N 0 '00 20 .75 0 .0 120 32 IT 7 GLl 1 .752 13 .0 7 8 M 11 '4 11 .80 20 .75 0 .0 120 32 8 GL1 1 '752 13 .0 8 9 N 11 '4 11 '80 20 .75 0 '0 120 32 9 GLl 1 '752 13 '0 9 10 N 11 '4 11 '80 2O .75 0 .0 120 32 10 GLl 1 .752 13 '0 10 11 N 11 '4 11 .80 20 .75 0 .0 128 32 11 GL1 1 '752 13 '0 11 12 N 11 '4 11 '80 20 .75 0 .0 120 32 12 GL1 1 .752 3 .0 12 13 N 11 '4 . 11 .80 20 ,75 0 .0 120 32 IT 13 8N1 2 . 115 5 .0 13 14 N BL1 0 .00 20 '75 0 .0 120 32 IT 14 GS 2 '731 14 '0 14 25 N 0 .00 15 .75 0 .0 120 32 15 GP 4 '328 14 ,0 27 16 0 .00 0 .00 0 .0 120 32 16 8N2 2 '115 5 '0 16 17 N 0 .00 15 .75 0 .0 120 32 IT 17 GL2 1 '752 4 .0 17 18 N 0 '00 20 '75 0 '0 120 32 IT 18 GL2 1 .752 13 '0 18 19 N 11 '4 11 .80 20 '75 0 .0 120 32 19 6L2 1 '752 13 .0 19 20 N 11 .4 11 .80 20 '75 0 .0 120 32 20 GL2 1 .752 13 '0 20 21 N 11 .4 11 .80 20 .75 0 '0 120 32 21 GL2 1 '752 13 '8 21 22 N 11 .4 11 .80 20 .75 0 .0 120 32 22 GL2 1 .752 13 .0 22 23 N 11 '4 11 .80 20 .75 0 .0 120 32 23 GL2 1 .752 3 '0 23 24 N 11 '4 11 .80 20 .75 0 .0 120 32 IT 24 GN2 2 . 115 5 .0 24 26 N BL1 0 .00 20 .75 0 .0 120 32 IT 25 6S 2 '731 14 .0 25 36 N 0 .00 15 .75 0 .0 120 32 26 8P 4 .328 14 ,0 38 27 0 '00 0 ,00 0 .0 120 32 27 8N3 2 , 115 5 '0 27 28 N 0 .00 15 .75 0 .0 120 32 IT 28 GL3 1 .752 4 .0 28 29 N 0 .00 20 .75 0 .0 120 32 IT 29 GL3 1 '752 13 .0 29 30 N 11 ,4 11 .80 20 '75 0 .0 120 32 30 8L3 1 '752 13 .0 30 31 N 11 '4 11 '80 20 .75 0 .0 120 32 31 GL3 1 .732 13 '0 31 32 N 11 .4 11 .80 20 .75 0 ,0 120 32 32 8L3 1 ,752 13 .0 32 33 N 11 '4 11 .80 20 .75 0 .0 120 32 33 GL3 1 '752 13 '0 33 34 N 11 .4 11 .80 20 .75 0 .0 120 32 34 GL3 1 '752 3 .0 34 35 N 11 .4 11 '80 20 .75 0 .0 120 32 IT 35 QN3 2 ' 115 5 .0 35 36 N BL2 0 .00 20 '75 0 '0 120 32 IT 36 GS 2 '731 14 '0 36 41 N 0 '00 15 .75 0 .0 120 32 37 GP 4 .328 14 '0 43 38 O 'OO 0 .00 0 '0 120 32 38 6N 2 ' 115 5 '0 38 39 N 0 .00 15 .75 0 .0 120 32 IT 39 GL 1 '752 72 '0 39 40 N 0 .00 20 .75 0 .0 120 32 2T 40 GN 2 . 115 5 '0 40 41 N 0 '80 20 ,75 0 .0 120 32 IT 41 GS 2 .731 14 .0 41 46 N 0 .00 15 '75 0 .0 120 32 ,� r• I I _ L� �//�9/�> � � 46am Sheet �� of ��' ' - A. \ Tri-. _ate Plumbing , Inc ./ Fire P . ntection � Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington W4 � Remote Area 41 Raw data previous to any calculations No . Code Diam Length Beg End Nd Kfao1 Kfao2 Press Elov Hose HW Vel Fit 42 GP 4 '328 14 .0 48 43 0 .00 0 .00 0 .0 120 32 43 GN 2 . 115 5 .0 43 44 N 0 .00 15 .75 0 .0 120 32 IT 44 GL 1 .752 72 '0 44 45 N 0 .00 20 '75 0 .0 120 32 2T 45 6N 2 . 116 5 .0 45 46 N 0 .00 28 .75 0 .0 120 32 IT 46 GS 2 .731 14 '0 46 51 N 0 .00 15 '75 0 .0 120 32 47 GP 4 .328 14 .0 53 48 0 .00 0 .00 0 .0 120 32 48 GN 2 ' 115 5 .0 48 49 N 0 .00 15 .76 0 .0 120 32 IT 49 GL 1 '752 72 '0 49 50 N 0 .00 20 .75 0 .0 120 32 2T SO GN 2 . 115 5 .0 50 Sl N 0 .00 20 .75 0 '0 120 32 IT 51 GS 2 .731 14 '0 51 56 N 0 .00 15 .75 0 '0 120 32 52 GP 4 .328 14 ,0 58 53 0 .00 O 'OO 0 .0 120 32 53 GN 2 . 115 5 .0 53 54 N 0 .00 15 .75 0 .0 120 32 IT 54 8L 1 .752 72 .0 54 55 N 0 ,00 20 .75 0 .0 120 32 2T SS GN 2 ' 115 5 '0 55 56 N 0 .00 20 .75 0 .0 120 32 IT 56 GS 2 .731 14 .0 56 61 N 0 .00 15 .75 O 'O 120 32 57 GP 4 .328 14 .0 63 58 0 .00 0 .00 0 .0 120 32 58 GN 2 ' 115 5 .0 58 59 N 0 .00 15 .75 0 .0 120 32 IT 59 GL 1 .752 72°0 59 60 N 0 .00 20 .75 0 .0 120 32 2T 60 GN 2 ' 115 5 .0 60 61 N 0 .00 20 .75 0 .0 120 32 IT 61 GS 2 '731 14 '0 61 66 N 0 .00 15 .75 0 .0 120 32 62 GP 4 '328 14 '0 68 63 0 .00 0 .00 0 .0 120 32 63 GN 2 ' 115 5 '0 63 64 N 0 .00 15 .75 0 .0 120 32 IT 64 8L 1 .752 72 .0 64 65 N 0 '08 20 .75 0 .0 120 32 2T 65 GN 2 ' 115 5 '0 65 66 N 0 '00 20 .75 0 '0 120 32 IT 66 GS 2 .731 14 .0 66 71 , N 0 .00 15 .75 0 .0 120 32 67 6P 4 '328 14 '0 73 68 0 .00 0 .00 0 .0 120 32 68 GN 2 . 115 5 '0 68 69 N 0 .00 15 .75 0 .0 120 32 IT 69 8L 1 .752 72 .0 69 70 N 0 .00 20 .75 0 .0 120 32 2T 70 6N 2 ' 115 5 '0 70 71 N 8 .00 28 .75 0 .0 120 32 IT 71 GS 2 '731 14 .0 71 76 N 0 .00 15 .75 0 .0 120 32 72 GP 4 .328 14 .0 78 73 0 .00 0 '00 0 .0 120 32 73 GN 2 . 115 5 .0 73 74 N 0 .00 15 .75 0 .0 120 32 IT 74 8L 1 '752 72 .0 74 75 N 0 .00 20 .75 0 .0 120 32 2T 75 GN 2 . 115 5 '0 75 76 N 0 .00 20 .75 0 '0 120 32 IT 76 GS 2 .731 14 '0 76 81 N 0 .00 15 .75 0 .0 120 32 77 GP 4 '328 14 .0 83 78 0 .00 0 .00 0 .0 120 32 78 GN 2 . 115 5 '0 78 79 N 0 .00 15 '75 0 .0 120 32 IT /'/ W \ ' Mj 72 '0 /v 00 N 0 .00 20 .75 0 .0 120 32 2T 80 81111 2 ' 115 5 ,0 80 81 N 0 '00 20 .75 O 'O 120 32 IT 81 GS 2 '731 14 '0 81 86 N 0 '00 15 .75 0 .0 120 32 W|L. 0/100/97 6z46am Sheet L" of `�( Tri- ,at* Plumbing , Inc ./ Fire V 0teotlon ` Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA x Remote Area 41 Raw data previous to any calculations No . Code Diam Length Beg End Nd Kfac1 Kfac2 Press Elev Hose HW Vel Fit 82 GP 4 '328 14 .0 88 83 0 .00 0 .00 0 .0 120 32 83 8N 2 . 115 5 .0 83 84 N 0 .00 15 .75 0 .0 120 32 IT 84 6L 1 .762 72 '0 84 85 N 0 .00 20 .75 0 .8 120 32 2T 85 8N 2 . 115 5 .0 85 86 N 0 .00 20 .75 0 .0 120 32 IT 86 GS 2 .731 14 .0 86 91 N 0 .00 15 .75 0 .0 120 32 87 GP 4 '328 14 ,0 93 88 0 .00 0 .00 0 .0 120 32 88 6N 2 '115 5 .0 88 89 N 0 .00 15 .75 0 .0 120 32 IT 89 GL 1 '752 72 '0 89 90 N 0 ,00 20 .75 0 '0 120 32 2T 90 GN 2 ' 115 5 '0 90 91 N 0 .00 20 .75 0 .0 120 32 IT 91 8S 2 .731 14 .0 91 96 N 0 '00 15 .75 0 .0 120 32 92 GP 4 .328 14 .0 98 93 0 .00 0 .00 0 .0 120 32 93 6N 2 . 115 5 .0 93 94 N 0 .00 15 ,75 0 .0 120 32 IT 94 GL 1 .752 72 .0 94 95 N O 'OO 20 .75 0 '0 120 32 2T 95 GN 2 ' 115 5 .0 95 96 N 0 .00 20 .75 0 '0 120 32 IT 96 GS 2 '731 14 .0 96 101 N 0 .00 15 .75 0 .0 120 32 97 GP 4 '328 14 '0 103 98 0 ,00 0 '00 0 '0 120 32 98 GN 2 . 115 5 .0 98 99 N 0 .00 15 .75 0 .0 120 32 IT 99 GL 1 .752 72 '0 99 100 N 0 '00 20 .75 0 .0 120 32 2T 100 GN 2 ' 115 5 '0 100 101 N 0 .00 20 '75 0 .0 120 32 IT 101 GS 2 '731 14 '0 101 106 N 0 .00 15 '75 0 '0 120 32 102 GP 4 '328 14 '0 108 103 0 '00 8 .00 0 .0 120 32 103 GN 2 ' 115 5 '0 103 104 N 0 .00 15 .75 0 '0 120 32 IT 104 GL 1 .752 72 .0 104 105 N 0 .00 20 '75 0 .0 120 32 2T 105 6N 2 . 115 5 .0 105 106 N 0 ,00 20 '75 0 .0 120 32 IT 106 GS 2 .731 14 .0 106 111 N 0 .00 15 .75 0 .0 120 32 107 GP 4 '328 14 .0 113 108 0 '00 0 .00 0 .0 120 32 108 GN 2 ' 115 S .0 108 109 N 0 '00 15 .75 0 .0 120 32 IT 109 8L 1 '752 72 '0 109 110 N 0 .00 20 .75 0 .0 120 32 2T 110 GN 2 ' 115 5 '0 110 111 N 0 .00 20 .75 0 .0 120 32 IT 111 GS 2 .731 14 .0 111 116 N 0 '00 15 .75 0 '0 120 32 112 GP 4 .328 14 .0 112 113 N 0 .00 15 .75 0 .0 120 32 113 6N 2 ' 115 5 .0 113 114 N 0 .00 15 .75 0 .0 120 32 IT 114 GL 1 .752 72 ,0 114 115 N 0 .00 20 '75 0 .0 120 32 2T 115 8N 2 . 115 5 '0 115 116 N 0 '00 20 .75 0 .0 120 32 IT 116 6S 2 .731 14 .0 116 117 N 0 .00 15 .75 0 '0 120 32 117 GN 2 . 115 5 '0 117 118 N D 'OO 15 .75 0 .0 120 32 IT 118 6L 1 .752 72 .0 118 119 N 0 .00 20 .75 0 '0 120 32 2T 119 8N 2 ' 115 5 .0 119 112 N 0 .00 20 .75 0 .0 120 32 IT 120 BU 4 '326 15 .0 112 O 0 .00 0 '00 0 '0 120 32 2VE 121 RI 4 .328 15 '0 0 0 BU 0 .00 13 ,75 0 .0 120 32 3VE , 1Bl1 ARL14" 07/09/9/ 6 : 47am Sheet -7 of Z(P Tri- ,ate Plumbing , Inc ./ Fire f- , otection Sprinkler Systems Hydraulic Flow Calculations Arlington lousiness Park. New Warehouse 18932 66th Ave . N , Arlington WA s Remote Area. #1 Raw data previous to any calculations No . Cone Diam Length Beg End Nd Kfac1 Kfac2 Press Elev Hose HW Vel Fiti 122 UG1 4 .100 30 .0 0 0 RI 0 .00 0 .00 0 .0 140 32 1UT1 ,2UE 123 1JG2 6 . 160 30 .0 0 0 UG1 0 .00 2 .00 0 .0 140 32 1UT1 ,1GV 124 UG2 6 .160 0 .0 0 0 0 .00 0 .00 250 .0 140 32 r�F Lam: 0//09/9/ 6 = 4/am Sheet 13 oi- j Tri--._late Plumbing , Inc ./ Fire � & ctinn Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA .s Remote Area 01 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No ( gpm ) ( inch ) and Dev ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes Branchline No . 1 C = 120 _- _-__-_-_---- A 10 .0 PT 11 .80 1 End head 39 .2=11 .40( 11 .80 )- .5 F 12 .1 PE 0 .00 1 39 .2 1 .75 1T T 22 . 1 0 .03710 PF 0 .82 5 .21 PT 12 .62 13 Cross main Jot K--factor for branchline no . 1 = 39 .2/( 12 .62 )- .5 = 11 .04 at Hyd Ref Pts 13 24 Branchline No . 2 C = 120 A 10 .0 PT 11 .80 2 End head 39 .2=11 .40( 11 .80 )- .5 F 12 . 1 PE 0 .00 2 39 .2 1 .75 1T T 22 .1 0 .03710 PF 0 .82 5 .21 PT 12 .62 35 Cross main Jot K-factor for branchline no . 2 = 39 .2/( 12 .62 )^ .5 = 11 .04 . _ , 1 I I I I 0//0'9/9/ 6 : 4%am r� Sheet 9 of Tri-- ate Plumbing , Inc ./ Fire v . 5tection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA ,% Remote Area #1 Remote areas are selected by allowing specified nodes to flow for the designated remote area . Nodes not specified will have no flow exiting those nodes within the designated remote area . All nodes within the entire system follow this rule , both within the grid and within any other calculated sections . Remote area number 1 includes nodes: 1 8-13 19-24 31-35 2 Remote area. number 2 includes nodes: 7 -12 18 .-23`,30--34 I 7 ILL 07/09/97 6 - 47am Sheet 0 of Sa 7ri- -_ ate Plumbing , Inc ./ Fire k . tection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA s Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node ( gpm ) ( psi ) K- Value Source ( ft ) Comments 5 28 .45 15 .75 6 24 .13 20 .75 7 18 .78 20 .75 8 43 .3 14 .45 Orif=11 .40 20 .75 9 40 .2 12 .43 Orif=11 .40 20 .75 10 39 .2 11 .81 Orif=11 .40 20 .75 11 39 .2 11 .80 Orif=11 .40 20 .75 Split: Line 1 12 39 .8 12 . 16 Orif=11 .40 20 .75 13 41 .2 13 .95 K=11 .04 BL1 20 .75 14 - 17 .86 15 .75 16 •- 28 .51 15 .75 17 -- 24 .20 20 .75 18 -- 18 .90 20 .75 19 43 .6 14 .60 Orif=11 .40 20 .75 20 40 .5 12 .62 Orif=11 .40 20 .75 21 39 .5 12 .03 Orif=11 .40 20 .75 22 39 .5 12 .02 Orif=11 .40 20 .75 Split: Line 2 23 40 .2 12 .42 Or if-11 .4.0 20 .75 24 41 .7 14 .31 K=11 .04 BL1 20 .75 25 - 18 .30 15 .75 27 - 28 .71 15 .75 28 - 25 .06 20 .75 29 - 21 .36 20 .75 30 -•- 1.8 .37 20 .75 31. 44 .7 15 .38 Orif=11 .40 20 .75 32 43 . 1 14 .31 Orif-=11 .40 20 .75 33 43 .0 14 .21 Orif=11 .40 20 .75 Split: Line 3 34 43 .3 1.4 .43 Orif=11 .40 20 .75 35 44 .2 16 .03 K=11 .04 8L2 20 .75 36 -- 19 .90 15 .75 38 29 . 10 15 .75 39 .-. 26 .59 20 .75 40 - 21 .44 20 .75 41 23 .25 15 .75 43 29 .58 15 .75 44 - 27 .19 20 .75 45 - 23 .86 20 .75 46 _. 25 .80 15 .75 48 -- 30 . 16 15 .75 49 - 27 .85 20 .75 50 .-. 25 .75 20 .75 51 •-- 27 .78 15 .75 /09f97 6 - 48ani sheet tI a Tri- ite Plumbing , Inc ./ Fare F otection Sprinkler systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA s Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node ( gpm ) ( psi ) K--Value source ( ft ) Comments 53 -,- 30 .80 15 .75 54 - 28 .55 20 .75 55 - 27 .26 20 .75 56 - 29 .36 15 .75 58 31 .50 15 .75 59 -- 29 .29 20 .75 60 - 28 .56 20 .75 61 - 30 .67 15 .75 63 - 32 .25 15 .75 64 30 .06 20 .75 65 - 29 .66 20 .75 66 31 .79 15 .75 68 - 33 .03 15 .75 69 - 30 .85 20 .75 70 _ 30 .64 20 .75 71 - 32 .79 15 .75 73 - 33 .83 15 .75 74 -~ 31 .66 20 .75 75 -- 31 .54 20 .75 76 •- 33 .70 15 .75 78 -- 34 .65 15 .75 79 -- 32 .48 20 .75 80 32 .39 20 .75 81 34 .55 15 .75 83 - 35 .46 15 .75 84 - 33 .31 20 .75 85 33 .20 20 .75 86 35 .36 15 .75 86 36 .33 15 .75 89 34 .15 20 .75 90 33 .95 20 .75 91 - 36 . 11 15 .75 93 -•- 37 .20 15 .75 94 -- 35 .01 20 .75 95 - 34 .64 20 .75 96 w 36 .78 15 .75 98 - 38 . 11 15 .75 99 -- 35 .90 20 .75 100 35 .24 20 .75 101 -- 37 .36 15 .75 103 39 .06 15 .75 104 36 .83 20 .75 APL2 07/09/97 6 : 48am Sheet �'Z, of 7_� Tri---` ate Plumbing , lnc ./ Fire Ftection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park. New Warehouse 18932 66th Ave . NE , Arlington WA Grid Node Detail Remote Area #1 Discharge Pressure outlet Elevation Node ( gpm ) ( psi ) K-Value Source ( ft ) Comments 105 - 35 .73 20 .75 106 •- 37 .83 15 .75 108 -•- 40 .08 15 .75 109 w- 37 .80 20 .75 110 - 36 . 10 20 .75 111 - 38 . 15 15 .75 112 ( 706 .0 ) 42 .38 Feed Jct 15 .75 113 41 . 18 15 .75 11, 38 .84 20 .75 115 36 .33 20 .75 116 -- 38 .33 15 .75 117 38 .39 15 .75 118 - 36 .46 20 .75 119 39 .98 20 .75 l' 0//(J')/9/ am Sheet f of 24 Tri to Plumbing , Inc ./ Fire F Stection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Lass Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( Gpm )( Psi/Ft )( Psi )( Fps ) Beg End ( psi ) ( Psi ) 4 4 .33 14 .0 14 .0 0 .00 --128 .2 0 .0041 0 .06 2 .8 16 5 28 .51 28 .45 5 2 . 12 5 .0 16 .2 --5 .00 --128 .2 0 . 1331 2 . 15 11 .7 5 6 28 .45 24 . 13 Fit= 11 .2 1T 6 1 .75 4 .0 16 . 1 0 .00 -128 .2 0 .3330 5 .35 17 . 1 6 7 24 .13 18 .78 Fit= 12 . 1 1T 7 1 .75 13 .0 13 .0 0 .00 --128 .2 0 .3330 4 .33 17 . 1 7 8 18 .78 14 .45 8 1 .75 13 .0 13 .0 0 .00 --84 .9 0 .1553 2 .02 11 .3 8 9 14 .45 12 .43 9 1 .75 13 .0 13 .0 0 .00 --44 .7 0 .0474 0 .62 6 .0 9 10 12 .43 11 .81 10 1 .75 13 .0 13 .0 0 .00 -5 .5 0 .0010 0 .01 0 .7 10 11 11 .81 11 .80 11. 1 .75 13 .0 13 .0 0 .00 33 .6 0 .0280 0 .36 4 .5 11 12 11 .80 12 . 16 1.2 1 .75 3 .0 15 . 1 0 .00 73 .4 0 . 1185 1 .79 9 .8 12 13 12 .16 13 .95 F.it= 12 . 1 1T 13 2 . 12 5 .0 16 .2 5 .00 114 .6 0 . 1080 1 .75 10 .5 13 14 13 .95 17 .86 Fit= 11 .2 1T 14 2 .73 14 .0 14 .0 0 .00 114 .6 0 .0311 0 .44 6 .3 14 25 17 .86 18 .30 15 4 .33 14 .0 14 .0 0 .00 --255 .9 0 .0146 0 .20 5 .6 27 16 28 .71 28 .51 16 2 .12 5 .0 16 .2 M-5 .00 -127 .7 0 .1320 2 . 14 11 .7 16 17 28 .51 24 .20 Fits= 11 .2 IT 17 1 .75 4 .0 16 .1 0 .00 -127 .7 0 .3303 5 .31 17 .0 17 18 24 .20 18 .90 Fits= 12 . 1 1T 16 1 .75 13 .0 13 .0 0 .00 --127 .7 0 .3303 4 .29 17 .0 18 19 18 .90 14 .60 1.9 1 .75 13 .0 13 .0 0 .00 --84 .1 0 . 1527 1 .98 11 .2 19 20 14 .60 12 .62 20 1 .75 13 .0 13 .0 0 .00 -43 .6 0 .0453 0 .59 5 .8 20 21 12 .62 12 .03 21 1 .75 13 .0 13 .0 0 .00 -4 .1 0 .0006 0 .01 0 .5 21 22 12 .03 12 .02 22 1. .75 13 .0 13 .0 0 .00 35 .4 0 .0308 0 .40 4 .7 22 23 12 .02 12 .42 23 1 .75 3 .0 15 .1 0 .00 75 .6 0 . 1252 1 .89 10 .1 23 24 12 .42 14 .31 Fit'= 12 . 1 1T 24 2 .12 5 .0 16 .2 5 .00 117 .3 0 . 1129 1 .83 10 .7 24 25 14 .31 18 .30 Fit== 11 .2 1T ' h i I;L_ _ 07/09/91 6 : 49am Sheet Hr oft., Tri-Ate Plumbing , Inc ./ Fire h �lectian Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA Grid Pipe Detail Remote Area 01 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( Gpm )( Psi/Ft )( Psi )( Fps ) Beg End ( Psi ) ( Psi ) 2S 2 .73 14 .0 14 .0 0 .00 231 .9 0 .1147 1 .61 12 .7 25 36 18 .30 19 .90 26 4 .33 14 .0 14 .0 0 .00 -360 .9 0 .0276 0 .39 7 .9 38 27 29 . 10 28 .71 27 2 .12 5 .0 16 .2 --5 .00 --105 .0 0 .0919 1 .49 9 .6 27 28 28 .71 25 .06 Fi.t= 11 .2 1T 28 1 .75 4 .0 16 . 1 0 .00 -105 .0 0 .2300 3 .70 14 .0 28 29 25 .06 21 .36 Fit= 12 . 1 1T 29 1 .75 13 .0 13 .0 0 .00 -105 .0 0 .2300 2 .99 14 .0 29 30 21 .36 18 .37 30 1 .75 13 .0 13 .0 0 .00 --105 .0 0 .2300 2 .99 14 .0 30 31 18 .37 15 .38 31 1 .75 13 .0 13 .0 0 .00 --60 .3 0 .0824 1 .07 8 .0 31 32 15 .38 14 .31 32 1 .75 13 .0 13 .0 0 .00 -17 .2 0 .0061 0 . 10 2 .3 32 33 14 .31 14 .21 33 1 .75 13 .0 13 .0 0 .00 25 .8 0 .0171 0 „22 3 .4 33 34 14 .21 14 .43 34 1 .75 3 .0 15 . 1 0 .00 69 .1 0 .1061 1 .60 9 .2 34 35 14 .43 16 .03 Fit= 12 . 1 1T 35 2 . 12 5 .0 16 .2 5 .00 113 .3 0 . 1058 1 .71 10 .3 35 36 16 .03 19 .90 Fite= 11 .2 1T 36 2 .73 14 .0 14 .0 0 .00 345 . 1 0 .2393 3 .35 18 .9 36 41 19 .90 23 .25 37 4 .33 14 .0 14 .0 0 .00 --408 .6 0 .0347 0 .49 8 .9 43 38 29 .58 29 . 10 38 2 . 12 5 .0 16 .2 -5 .00 -47 .7 0 .0214 0 .35 4 .4 38 39 29 . 10 26 .59 Fi.t= 11 .2 1T 39 1 .75 72 .0 96 .2 0 .00 --47 .7 0 .0536 5 . 15 6 .4 39 40 26 .59 21 .44 Fit= 24 .2 2T 40 2 . 12 5 .0 16 .2 5 .00 -47 .7 0 .0214 0 .35 4 .4 40 41 21 .44 23 .25 Fit= 11 .2 1T 41 2 .73 14 .0 14 .0 0 .00 297 .4 0 . 1817 2 .54 16 .3 41 46 23 .25 25 .80 42 4 .33 14 .0 14 .0 0 .00 --446 .4 0 .0409 0 .57 9 .7 48 43 30 . 16 29 .58 43 2 . 12 5 .0 16 .2 -5 .00 -37 .8 0 .0139 0 .22 3 .4 43 44 29 .58 27 .19 Fit= 11 .2 1T 44 1 .75 72 .0 96 .2 0 .00 --37 .8 0 .0347 3 .34 5 .0 44 45 27 . 19 23 .86 Fit= 24 .2 2T 45 2 . 12 5 .0 16 .2 5 .00 --37 .8 0 .0139 0 .22 3 .4 45 46 23 .86 25 .80 Fit= 11 .2 1T i 01/09/91 6 : 49am Sheet I o zr, Tri•-_ ate Plumbing , Inc ./ Fire 6 . 3tection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA Grid Pipe Detail Remote Area 41 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( Gpm )( Psi/Ft )( Ps i. )( Fps ) Beg End ( psi ) ( psi ) 46 2 .73 14 .0 14 .0 0 .00 259 .6 0 . 1413 1 .98 14 .2 46 51 25 .80 27 .78 47 4 .33 14 .0 14 .0 0 .00 --475 .8 0 .0460 0 .64 10 .4 53 48 30 .80 30 .16 48 2 .12 5 .0 16 .2 -5 .00 -29 ,4 0 .0087 0 .14 2 .7 48 49 30 .16 27 .85 Fit= 11 .2 1T 49 1 .75 72 .0 96 .2 0 .00 -29 .4 0 .0218 2 . 10 3 .9 49 50 27 .85 25 ,75 Fit= 24 .2 2T 50 2 .12 5 .0 16 .2 5 .00 --29 .4 0 .0087 0 . 14 2 .7 50 51 25 .75 27 .78 Fit= 11 .2 1T 51 2 .73 14 .0 14 .0 0 .00 230 .2 0 . 1132 1 .58 12 .6 51 56 27 .78 29 .36 52 4 .33 14 .0 14 .0 0 .00 --498 .2 0 .0501 0 .70 10 .9 58 53 31 .50 30 .80 53 2 . 12 5 .0 16 .2 --5 .00 -22 .4 0 .0053 0 .09 2 .0 53 54 30 .80 28 ,55 Fit = 11 .2 1T 54 1 .75 72 .0 96 .2 0 .00 -.-22 .4 0 .0132 1 .27 3 .0 54 55 28 .55 27 .28 Fig= 24 .2 2T 55 2 . 12 5 .0 16 .2 5 .00 .-22 .4 0 .0053 0 .09 2 .0 55 56 27 .28 29 .36 Fit= 11 .2 1T 56 2 .73 14 .0 14 .0 0 .00 207 .8 0 .0936 1 .31 11 .4 56 61 29 .36 30 .67 57 4 .33 14 .0 14 .0 0 .00 --514 .9 0 .0533 0 .75 11 .2 63 58 32 .25 31 .50 58 2 . 12 5 .0 16 .2 --5 .00 -16 .6 0 .0030 0 .05 1 .5 58 59 31 .50 29 .29 . Fi.t= 11 .2 1T 59 1 .75 72 .0 96 .2 0 .00 -.-16 .6 0 .0076 0 .73 2 .2 59 60 29 .29 28 ,56 F itm 24 .2 2T 60 2 . 12 5 .0 16 .2 5 .00 --16 .6 0 .0030 0 .05 1 .5 60 61 28 .56 30 .67 Fits 11 .2 1T 61 2 .73 14 .0 14 .0 0 .00 191 .2 0 .0602 1 . 12 10 .5 61 66 30 .67 31 .79 62 4 .33 14 .0 14 .0 0 .00 -.-526 .9 0 .0556 0 .78 11 .5 68 63 33 .03 32 .25 63 2 . 12 5 .0 16 .2 -5 .00 --12 ,0 0 .0017 0 .03 1 . 1 63 64 32 .25 30 .06 Fit= 11 .2 1T 64 1 .75 72 :0 96 .2 0 .00 --12 .0 0 .0042 0 .40 1 .6 64 65 30 .06 29 .66 Fit= 24 .2 2T 65 2 . 12 5 .0 16 .2 5 .00 -12 .0 0 .0017 0 .03 1 . 1 65 66 29 .66 31 .79 Fit= 11 ,2 1T 66 2 .73 14 .0 14 .0 0 .00 179 . 1 0 .0711 1 .00 9 .8 66 71 31 .79 32 .79 0//09/97 6 : 50am Sheet ) [" ofZC- Tri-4 -ate Plumbing , Inc ./ Fire F . /tection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave , NE , Arlington WA A Grid Pipe Detail Remote Area #1 Actual Total Elev Frio Frio Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( 8pm )/ Psl/Ft \( Psi )( Fps ) Bog End ( Psi ) ( Psi ) ================================================================================ 67 4 '33 14 .0 14 ,0 0 .00 -535 .3 0 .0573 0 .80 11 .7 73 68 33 .83 33 .03 6B 2 .12 5 .0 16 .2 -5 .00 -8 .4 0 .0009 0 '01 0 .8 68 69 33 .03 30 .85 Fit= 11 '2 IT 69 1 .75 72 '0 96 .2 0 .00 -8 .4 0 .0022 0 .21 1 . 1 69 70 30 .85 30 .64 Fit= 24 .2 2T 70 2 . 12 5 .0 16 .2 5 .00 -8 .4 0 .8009 0 .01 0 .8 70 71 30 ,64 32 .79 Fit= 11 .2 IT 71 2 '73 14 .0 14 .0 0 .00 170 ,7 0 .0651 0 .91 9 .3 71 76 32 .79 33 .70 72 4 .33 14 '0 14 .0 0 .00 -541 .4 0 .0585 0 .82 11 '8 78 73 34 .65 33 .83 73 2 . 12 5 .0 16 .2 -5 .00 -6 .0 0 .0005 0 .01 0 '6 73 74 33 .83 31 .66 Fit= 11 .2 IT 74 1 .75 72 .0 96 '2 0 .00 -6 ,0 0 .0012 0 . 11 0 .8 74 75 31 .66 31 .54 Fit= 24 .2 2T 75 2 . 12 5 .0 16 .2 5 .00 -6 .0 0 .0005 0 .01 0 .6 75 76 31 .54 33 '70 Fit= 11 '2 IT 76 2 .73 14 .0 14 .0 0 .00 164 .7 0 '0609 0 .85 9 .0 76 81 33 .70 34 .55 77 4 ,33 14 .0 14 .0 0 .00 -546 '5 0 '0595 0 '83 11 .9 83 78 35 .48 34 .65 78 2 . 12 5 .0 16 .2 -5 .00 -5 . 1 0 .0003 0 .01 0 .5 78 79 34 '65 32 .48 Fit= 11 '2 lT 79 1 .75 72 .0 96 '2 0 .00 -5 , 1 0 '0009 0 .08 0 .7 79 80 32 '48 32 .39 Fit= 24 .2 21' 80 2 ' 12 5 ,0 16 ,2 5 .00 -5 . 1 0 '0003 0 .01 0 .5 80 81 32 .39 34 .55 Fit= 11 '2 IT 81 2 .73 14 '0 14 '0 0 '00 159 ,S 0 .0574 0 '80 8 .7 81 86 34 ,55 35 .36 82 4 '33 14 .0 14 '0 0 '00 -552 .4 0 .0607 0 .85 12 '0 88 83 36 .33 35 ,48 63 2 . 12 5 .0 16 ,2 -5 .00 -5 .9 0 .0005 0 .01 0 .5 83 84 35 '48 33 .31 Fit= 11 .2 IT 84 1 .75 72 .0 96 .2 0 '00 -5 ,9 0 .0011 0 . 11 0 .8 84 85 33 .31 33 .20 Fit= 24 .2 2T 85 2 . 12 5 '0 16 .2 5 .00 -5 .9 0 .0005 0 .01 0 .5 85 86 33 .20 35 '36 Fit= 11 .2 IT 86 2 .73 14 .0 14 .0 0 .00 153 .6 0 ,0535 0 .75 8 .4 86 91 35 .36 36 . 11 87 4 '33 14 '0 14 .0 0 .00 -560 ,6 0 .0624 0 .87 12 .2 93 88 37 '20 36 .33 I I Tri--O ate Plumbing , Inc ./ Fire F Atection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA Grid Pipe Detail Remote Area #1 Actual Total E1ev Fric Fric Press Press Pipe Diam Len Len Plead Flow Lois Loss Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( Gpm )( Psi/Ft )( Psi )( Fps ) Beg End ( Psi ) ( Psi ) 88 2 . 12 5 .0 16 .2 -5 .00 -~8 .2 0 .0008 0 .01 0 .7 88 89 36 .33 34 .15 Fit= 11 .2 1T 89 1 .75 72 .0 960 0 .00 --8 .2 0 .0021 0 .20 1 . 1 89 90 34 M 33 .95 Fi.tM 24 .2 2T 90 2 . 12 5 .0 16 .2 5 .00 --8 .2 0 .0008 0 .01 0 .7 90 91 33 .95 36 . 11 Fib" 11 .2 1T 91 2 .73 14 .0 14 .0 0 .00 145 .4 0 .0483 0 .68 8 .0 91 96 36 . 11 36 .78 92 4 .33 1.4 .0 14 .0 0 .00 -~572 . 1 0 .0648 0 .91 12 .5 98 93 38 . 11 37 .20 93 2 . 12 5 .0 16 .2 -5 .00 -11 .5 0 .0015 0 .02 1 . 1 93 94 37 .20 35 .01 Fit-= 11 .2 1T 94 1 .75 72 .0 96 Q 0 .00 •-11 .5 0 .0039 0 .37 1 .5 94 95 35 .01 34 .64 Fit== 24 .2 2T 95 2 . 12 5 .0 16 .2 5 .00 _•11 .5 0 .0015 0 .02 1 . 1 95 96 34 .64 36 .78 Fits= 11 .2 1T 96 2 .73 14 .0 14 .0 0 .00 133 .9 0 .0415 0 ,58 7 .3 96 101 36 .78 37 .36 97 4 .33 14 .0 14 .0 0 .00 -587 .8 0 .0681 0 .95 12 .8 103 98 39 .06 38 .11 98 2 . 12 5 .0 16 .2 -5 .00 --15 .7 0 .0027 0 .04 1 .4 98 99 38 . 11 35 .90 Fi.t== 1.1 .2 1T 99 1 .75 72 .0 96 .2 0 .00 --15 .7 0 .0068 0 .66 2 . 1 99 100 35 .90 35 .24 Fits= 24 .2 2T 100 2 . 12 5 .0 16 .2 5 .00 --15 .7 0 .0027 0 .04 1 .4 100 101 35 .24 37 .36 Fit= 11 .2 1T 1.01. 2 .73 14 .0 14 .0 0 .00 118 .2 0 .0330 0 .46 6 .5 101 106 37 .36 37 .83 102 4 .33 14 .0 14 .0 0 .00 -608 ,5 0 .0726 1 .02 13 .3 108 103 40 .08 39 .06 103 2 . 12 5 .0 16 .2 --5 .00 --20 .6 0 .0045 0 .07 1 .9 103 104 39 .06 36 .83 F'it== 11 .2 1T 104 1 .75 72 .0 96 .2 0 .00 -20 .6 0 .0114 1 .09 2 .7 104 105 36 .83 35 .73 f=i.t= 24 .2 2T 105 2 . 12 5 .0 16 .2 5 .00 --20 .6 0 .0045 0 .07 1 .9 105 106 35 .73 37 .83 F'it= 11 .2 1T 106 2 .73 14 .0 14 .0 0 .00 97 .5 0 .0231 0 .32 5 .3 106 111 37 .83 38 .15 107 4 .33 14 .0 14 .0 0 .00 -634 .7 0 .0785 1 . 10 13 .8 113 108 41 .18 40 .08 10B 2 M 5 .0 16 .2 --5 .00 -..26 .2 0 .0071 0 . 11 2 .4 108 109 40 .08 37 .80 Fit= 11 .2 1T i 01/09/97 6 : Slam Sheet 11 of MQ Tri-Ate Plumbing , Inc ./ Fire F itection • Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA j Grid Pipe Detail Remote Area #1 Actual Total Elev Frio Frio Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No . ( inch ) ( Ft ) ( Ft ) ( Ft ) ( Gpm )( Psi/Ft )( Psi )( Fps ) Beg End ( Psi ) ( Psi ) 109 1 .75 72 .0 96 .2 0 .00 --26 .2 0 .0177 1 .70 3 .5 109 110 37 .80 36 .10 Fit= 24 .2 2T 110 2 . 12 5 .0 16 .2 5 .00 ..-26 .2 0 .0071 0 . 11 2 .4 110 111 36 . 10 38 .15 Fit= 11 .2 1T 111 2 .73 14 .0 14 .0 0 .00 71 .3 0 .0129 0 . 18 3 .9 111 116 38 . 15 38 .33 112 4 .33 14 .0 14 .0 0 .00 --667 . 1 0 .0860 1 .20 14 .5 112 113 42 .38 41 .18 113 2 . 12 5 .0 16 .2 -5 .00 --32 .4 0 .0104 0 .17 3 .0 113 114 41 .18 38 .84 Fit= 11 .2 1T 114 1 .75 72 .0 96 .2 0 .00 -32 .4 0 .0261 2 .51 4 .3 114 115 38 .84 36 .33 Fit= 24 .2 2T 115 2 .12 5 .0 16 .2 5 .00 --32 .4 0 .0104 0 . 17 3 .0 115 116 36 .33 38 .33 Fi_t= 11 .2 1T 116 2 .73 14 .0 14 .0 0 .00 38 .9 0 .0042 0 .06 2 . 1 116 117 38 .33 38 .39 117 2 . 12 5 .0 16 .2 -5 .00 38 .9 0 .0146 0 .24 3 .6 117 118 38 .39 36 .46 Fit= 11 .2 1T 116 1 .75 72 .0 96 .2 0 .00 38 .9 0 .0366 3 .52 5 .2 118 119 36 .46 39 .98 Fit= 24 .2 2T 11.9 2 . 12 5 .0 16 .2 5 .00 38 .9 0 .0146 0 .24 3 .6 119 112 39 .98 42 .38 Fi.t= 11 .2 1T 0 0 /9 am Sheet of Z(e Tri Ite Plumbing , Inc ./ Fire P. ` *otion . Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA � Remote Area #1 Pipe Flow Dia Fitting Length Fr Loos Press Hyd Vel No ( gpm ) ( Inch ) and Dev ( ft ) ( poi/ft ) ( psi ) Ref ( fps ) Notes Perimeter Clockwise ( Split K-fao=11 '40 ) C = 120 =================== A 13 '0 PT 11 '80 11 Remote split F 0 .0 PE 0 .00 1l 33 '6 1 .75 T 13 .0 0 .02796 PF 0 .36 4 .47 A 3 .0 PT 12 . 16 12 39 .8=11 .40( 12 . 16 )^ '5 F 12 '1 PE 0 .00 12 73 .4 1 .75 1T T 15 '1 0 . 11849 PF 1 .79 9 .76 A 5 .0 PT 13 .95 13 BL1 41 .2=11 .04( 13 .95 )~ .5 F 11 .2 PE 2 . 17 ( EL= 5 ,00 ft ) 13 114 .6 2 . 12 1T T 16 .2 0 . 10805 PF 1 .75 10 .46 A 14 '0 PT 17 .86 14 F 0 .0 PE 0 .00 14 114 ,6 2 .73 T 14 .0 0 .03112 PF 0 .44 6 .27 A 14 .0 PT 18 .30 25 117 '3 = Pip* No .24 F 0 .0 PE 0 .00 25 231 .9 2 ,73 T 14 .0 0 ,11467 PF 1 .61 12 .70 A 14 .0 PT 19 .90 36 113 .3 = Pipe No .35 F 0 .0 PE 0 '00 36 345 .1 2 '73 T 14 .0 0 '23934 PF 3 .35 18 .90 A 14 .0 PT 23 .25 41 -47 .8 = Pipe Nn .40 F 0 .0 PE 0 .00 41 297 .4 2 .73 T 14 .0 0 . 18170 PF 2 .54 16 .29 A 14 .0 PT 25 .80 46 -37 .8 = Pipe NV .45 F 0 '0 PE 0 .00 46 259 '6 2 .73 T 14 .0 0 ,14132 PF 1 .98 14 .22 A 14 .0 PT 27 .78 51 -29 .4 = Pipe No '50 F 0 .0 PE 0 .00 ` 61 230 '2 2 .73 T 14 ,0 0 . 11315 PF 1 .58 12 .61 A 14 .0 PT 24 '36 56 -22 .4 = Pipe No .55 F 0 .0 PE 0 .00 56 207 .8 2 .73 T 14 .0 0 ,09363 PF 1 .31 11 .38 A 14 '0 PT 30 .67 61 -16 '6 = Pipe No .60 F 0 .0 PE 0 .00 61 191 '2 2 '73 T 14 .0 0 '08022 PF 1 .12 10 .47 A 14 '0 PT 31 .79 66 -12 .0 = Pipe No .65 F 0 .0 PE 0 .00 66 179 .1 2 '73 T 14 .0 0 .07115 PF 1 .00 9 .81 A 14 .0 PT 32 .79 71 -8 '4 = Pipe No .70 F 0 '0 PE 0 .00 71 170 .7 2 .73 T 14 .0 0 '06507 PF 0 .91 9 .35 A 14 .0 PT 33 .70 76 -6 ,0 = Pipe No .75 F 0 .0 PE 0 .00 76 164 '7 2 .73 T 14 .0 0 .06087 PF 0 '85 9 .02 PT 34 .55 81 Cont ' next page I I ' A|,L 07/09/9/ 6 : 52am sheet "Lc-I of ��' �-\ Tri--- �te Plumbing , Inc ./ Fire K >teotlon ` Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA x Remote Area 01 Pipe Flow Dio Fitting Length Fr Loss Press Hyd Vel No ( opm ) ( inch ) and Dev ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes - Perimeter Clockwise ( Continued from previous page ) C = 120 =================== A 14 .0 PT 34 .55 81 -5 .1 = Pipe No '80 F 0 .0 PE 0 .00 81 159 .5 2 '73 T 14 .0 0 .05740 PF 0 .80 8 .74 A 14 .0 PT 35 .36 86 -5 .9 = Pipe No .85 F 0 .0 PE 0 .00 86 153 .6 2 .73 T 14 .0 0 .05361 PF 0 .75 8 .41 A 14 .0 PT 36 . 11 91 -8 .2 = Pip* No .90 F 0 .0 PE O 'OO 91 145 .4 2 .73 T 14 .0 0 .04835 PF 0 .68 7 .96 A 14 .0 PT 36 .78 96 -11 .5 = Pipe No .95 F 0 .8 PE 0 .00 96 133 .9 2 .73 T 14 .0 0 .04150 PF 0 .58 7 .33 A 14 '0 PT 37 .36 101 -15 .7 = Pipe No . 100 F 0 .0 PE 0 .00 101 118 '2 2 .73 T 14 .0 0 ,03296 PF 0 .46 6 .47 A 14 .0 PT 37 '83 106 -20 .6 = Pipe No .105 F 0 .0 PE 0 '00 106 97 .5 2 .73 T 14 .0 0 .02310 PF 0 .32 5 .34 A 14 .0 PT 38 . 15 111 -26 '2 = Pipe No .11O F 0 .0 PE 0 .00 11l 71 .3 2 .73 T 14 .0 0 '0I293 PF 0 '18 3 .90 A 14 .0 PT 38 '33 116 -32 .4 = Pipe No .115 F 0 .0 PE 0 .00 116 38 .9 2 .73 T 14 .0 0 .00422 PF 0 .06 2 .13 A 5 .0 PT 38 .39 117 F 11 '2 PE -2 .17 ( EL= -5 .00 ft ) 117 38 .9 2 . 12 1T T 16 .2 0 .01464 PF 0 .24 3 .55 A 72 .0 PT 36 .46 118 F 24 .2 PE 0 .00 118 38 .9 1 '75 2T T 96 .2 0 '03662 PF 3 .52 5 . 17 A 5 .0 PT 39 .98 119 F 11 .2 PE 2 . 17 ( EL= 5 .00 ft ) 119 38 .9 2 . 12 1T T 16 .2 0 -01464 PF 0 .24 3 .55 PT 42 .38 112 Bulk Jot c 01/09M 6 : 52am sheet of Z4 Tri -& -Ate Plumbing , Inc ./ Fire P itection Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA Remote Area 01 Pipe Flow pia Fitting Length Fr Loss Press Hyd Vel No ( gpm ) ( inch ) and Dev ( ft ) { pOM ) ( psi ) Ref ( fps ) Notes Perimeter Counter--Clockwise ( Split K-fac=11 .40 ) C = 120 -- ----=-------=-===---____= A 13 .0 PT 11 .80 11 Remote Split F 0 .0 PE 0 .00 10 5 .6 1 .75 T 13 .0 0 .001.00 PF 0 .01 0 .74 A 13 .0 PT 11 .81 10 39 .2=11 .40( 11 .81 )- .5 F 0 .0 PE 0 .00 9 44 .7 1 .75 T 13 .0 0 .04745 PF 0 .62 5 .95 A 13 .0 PT 12 .43 9 40 .2=11 .40( 12 .43 5 F 0 .0 PE 0 .00 8 84 .9 1 .75 T 13 .0 0 .15532 PF 2 .02 11 .30 A 13 .0 PT 14�45 8 43 .3=11 .40( 14 .45 5 F 0 .0 PE 0 .00 7 128 .2 1 .75 T 13 .0 0 .33302 PF 4 .33 17 .07 A 4 .0 PT 18 .78 7 F 12 . 1 PE 0 .00 6 120 .2 1 .75 1T T 16 . 1 0 .33302 PF 5 .35 17 .07 A 5 .0 PT 24 . 13 6 F 11 .2 PE 2 . 17 ( EL= 5 .00 ft ) 5 128 .2 2 . 12 1T T 16 .2 0 . 13311 PF 2 . 15 11 .71 A 14 .0 PT 28 .45 5 F 0 .0 PE 0 .00 4 128 .2 4 .33 T 14 .0 0 .00407 PF 0 .06 2 .80 A 14 .0 PT 28 .51 16 127 .7 = Pipe No .16 F 0 .0 PE 0 .00 1.5 255 .9 4 .33 T 14 .0 0 .01462 PF 0 .20 5 .58 A 14 .0 PT 28 .71 27 105 .0 = Pipe No .27 F 0 .0 PE 0 .00 26 360 .9 4 .33 T 14 .0 0 .02761 PF 0 .39 7 .87 A 14 .0 PT 29 . 10 38 47 .6 =- Pipe No .38 F 0 .0 PE 0 .00 37 408 .7 4 .33 T 14 .0 0 .03475 PF 0 .49 8 .91 A 14 .0 PT 29 .58 43 37 .8 = Pipe No .43 F 0 .0 PE 0 .00 42 446 .4 4 .33 T 14 .0 0 .04092 PF 0 .57 9 .74 A 14 .0 PT 30 . 16 48 29 .4 = Pipe No .48 F 0 .0 PE 0 .00 47 475 .8 4 .33 T 1.4 .0 0 .04605 PF 0 .64 10 .38 A 14 .0 PT 30 .80 53 22 .4 = Pipe No .53 F 0 .0 PE 0 .00 52 498 .2 4 .33 T 14 .0 0 .05014 PF 0 .70 10 .87 A 14 .0 PT 31 .50 58 16 .6 = Pipe No .58 F 0 .0 PE 0 .00 57 514 .9 4 .33 T 14 .0 0 .05328 PF 0 .75 11 .23 PT 32 .25 63 Cont . next page I I :�: f. 07/09/97 6 : 53am Sheet of '2(e Tri-o.Ate Plumbing , Inc ./ Fire P /�eotlon ^ Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA � Remote Area 41 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No ( gpm ) ( inch ) and Dev ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes Perimeter Counter-Clockwise ( Continued from previous page ) C = 120 =========================== A 14 .0 PT 32 .25 63 12 .0 = Pipe No .63 F 0 .0 PE O 'OO 62 526 '9 4 '33 T 14 .0 0 .05560 PF 0 '78 11 .49 A 14 .0 PT 33 .03 68 8 .4 = Pipe No .68 F 0 '0 PE 0 '00 67 535 .3 4 .33 T 14 .0 0 .05726 PF 0 '80 11 ,67 A 14 .0 PT 33 .83 73 6 .0 = Pipe No '73 F 0 .0 PE 0 '00 72 541 .4 4 .33 T 14 .0 0 .OS847 PF 0 '82 11 '81 A 14 .0 PT 34 .65 78 5 . 1 = Pipe No .78 F 0 .0 PE 0 .00 77 546 .5 4 .33 T 14 .0 0 '05950 PF 0 .83 11 .92 A 14 .0 PT 35 .48 83 5 '9 = Pipe No .83 F 0 .0 PE 0 .00 82 552 '5 4 .33 T 14 .0 0 '06070 PF 0 .85 12 .05 A 14 .0 PT 36 .33 88 8 .2 = Pipe No .88 F O 'O PE 0 .00 87 560 .7 4 .33 T 14 .0 0 .06237 PF 0 .87 12 .23 A 14 .0 PT 37 .20 93 11 '5 = Pipe No '93 F 0 .0 PE 0 .00 92 572 .2 4 '33 T 14 '0 0 .86476 PF 0 .91 12 .48 A 14 .0 PT 38 - 11 98 15 .7 = Pipe No '98 F 0 .0 PE 0 '00 97 587 .9 4 '33 T 14 .0 0 '06809 PF 0 .95 12 .82 A 14 .0 PT 39 .06 103 20 .6 = Pipe No . 103 F 0 .0 PE 0 .00 102 608 ,5 4 .33 T 14 '0 0 .07256 PF 1 .02 13 .27 A 14 .0 PT 40 .08 108 26 '2 = Pipe No . 108 F 0 .0 PE 0 .00 107 634 .8 4 .33 T 14 .0 0 ,07848 PF 1 . 10 13 .84 A 14 ,0 PT 41 . 18 113 32 '4 = Pipe No . 113 F 0 .0 PE 0 .00 122 667 . 1 4 .33 T 14 .0 0 .08605 PF 1 .20 14 .55 PT 42 .38 112 Bulk 3ot I 07/09/9/ 6 : 54am Shmet -� � ofLL^ ' / \ '-� Tri-` ate Plumbing , Inc ./ Fire � (toction ^ Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA x Remote Area 01 Pipe Flow Uia Fitting Length Fr Loss Press Hyd Ve{ No ( gpm ) ( inch ) and Dev ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes Lino 1 Clockwise ( Split K-fan=11 .40 ) C = 120 A 13 .0 PT 11 .80 11 Split Head F 0 '0 PE 0 .00 11 33 '6 1 .75 T 13 .0 0 .02796 PF 0 .36 4 .47 A 3 .0 PT 12 . 16 12 39 '8=11 .40( 12 . 16 )- .S F 12 . 1 PE 0 .00 12 73 .4 1 ,75 IT T 15 . 1 0 .11849 PF 1 .79 9 .76 A 5 .0 PT 13 .95 13 BL1 41 .2=11 '04( 13 .95 )~ .5 F 11 .2 PE 2 . 17 ( EL= S .00 ft ) 13 114 '6 2 . 12 IT T 16.2 0 .10805 PF 1 .75 10 .46 PT 17 .86 14 Main Jct Line 1 Counter-Clockwise ( Split K-fac=11 .40 ) C = 120 A 13 '0 PT 11 '80 11 Split Head F 0 .0 PE 0 .00 10 5 '6 1 '75 ^ T 13 .0 0 .00100 PF 0 .01 0 .74 A 13 .0 PT 11 .81 10 39 .2=11 .40( 1l 'S1 )~ '5 F 0 .0 PE 0 .00 9 44 .7 1 .75 T 13 .0 0 .04745 PF 0 ,62 5 .95 A 13 .0 PT 12 .43 9 40 .2=11 .40( 12 .43 )- .S F 0 .0 PE 0 .00 8 84 .9 1 .75 T 13 .0 0 .15532 PF 2 .02 11 .30 A 13 .0 PT 14 '45 8 43 .3=11 '40( 14 .45 )~ '5 F O 'O PE O 'OO 7 128 .2 1 '75 T 13 .0 0 .33302 PF 4 .33 17 .07 A 4 .0 PT 18 .78 7 F 12 . 1 PE 0 .00 6 128 '2 1 .75 IT T 16 .1 0 .33302 PF 5 '35 17 .07 A 5 .0 PT 24 . 13 6 F 11 .2 PE 2 .17 ( EL= 5 .00 ft ) 5 128 '2 2 . 12 IT T 16 '2 0 . 13311 PF 2 . 15 11 .71 PT 28 .45 5 Main 3ot I �� . AKL� 07/09/97 6 ;54am Sheet �_ � ofZ(,,, . '.` ,_� Tri-_ Ate Plumbino , Inc ./ Fire F (tection ` Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park : New Warehouse 18932 66th Ave . NE , Arlington WA � - Remote Area 01 Pipe Flow Oim Fitting Length Fr Loos Press Hyd Ve} No ( Qpm ) ( inch ) and Dev ( ft ) Wi/ft ) ( psi ) Ref ( fps ) Notes Line 2 Clockwise ( Split K-fac=11 .40 ) C = 120 ================ A 13 '0 PT 12 '02 22 Split Head F 0 .0 PE 0 .00 22 35 .4 1 '75 T 13 .0 0 '03079 PF 0 .40 4 .71 A 3 .0 PT 12 .42 23 40 .2=11 .40( 12 .42 )^ .5 F 12 ' 1 PE 0 .00 23 75 .6 1 .75 IT T 15 . 1 0 .12520 PF 1 .89 10 .06 A 5 .0 PT 14 .31 24 BL1 41 .7=11 .04( 14 .31 )- 'S F 11 '2 PE 2 .17 ( EL= 5 .00 ft ) 24 117 .3 2 . 12 IT T 16 '2 0 . 11288 PF 1 .83 10 .71 PT 18 .30 25 Main Jct Line 2 Counter-Clockwise ( Split K-fao=11 .40 ) C '= 120 ======================== A 13 '0 PT 12 .02 22 Split Head F 0 .0 PE 0 .00 21 4 ' 1 1 .76 T 13 '0 0 '00057 PF 0 .01 0 .55 A 13 '0 PT 12 .03 21 39 '5=11 .40( 12 .03 )^ .5 F 0 .0 PE 0 .00 20 43 .7 1 .75 T 13 .0 0 .04533 PF 0 '59 5 .81 A 13 .0 PT 12 .62 20 40 .5=11 '40( 12 .62 )~ .5 F 0 .0 PE 0 .00 19 84 . 1 1 .75 T 13 .0 0 ' 15267 PF 1 .98 11 .20 A 13 .0 PT 14 '60 19 43 '6=11 .40( 14 .60 )~ '5 F 0 .0 PE 0 .00 18 127 '7 1 .75 T 13 .0 0 .33034 PF 4 '29 16 .99 A 4 .0 PT 18 '90 18 F 12 . 1 PE 0 .00 17 127 .7 1 .75 IT T 16 .1 0 .33034 PF 5 .31 16 .99 A 5 .0 PT 24 .20 17 F 11 .2 PE 2 .17 ( EL= 5 .00 ft ) 16 127 '7 2 . 12 IT T 16 .2 0 . 13204 PF 2 ' 14 11 .66 PT 28 .51 16 Main 3ot I I . �i�L^ 07/09��7 u � S4am Sheet 2 Tnf7tb Tri-. ' ta Plumbing , Inc ./ Fire 6 itection ° Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park: New Warehouse 18932 66th Ave . NE , Arlington WA x Remote Area 01 Pipe Flow Oia Fitting Length Fr Loss Press Hyd Vel No ( gpm ) ( inch ) and D*v ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes Line 3 clockwise ( Split K-fao=11 .40 ) C = 120 ================ A 13 .0 PT 14 .21 33 Split Head F 0 .0 PE 0 .00 33 25 .8 1 ,75 T 13 .0 0 '01714 PF 0 .22 3 .43 A 3 .0 PT 14 .43 34 43 .3=11 .40( 14 .43 )~ '5 F 12 . 1 PE 0 .00 34 69 ' 1 1 .75 1T T 15 . 1 0 . 10606 PF 1 .60 9 . 19 A 5 .0 PT 16 .03 35 BL2 44 ,2=11 .04( 16 .03 )~ '5 F 11 .2 PE 2 . 17 ( EL= 5 .00 ft ) 35 113 .3 2 . 12 1T T 16 .2 0 ' 10578 PF 1 .71 10 .34 PT 19 '90 36 Main Jct Line 3 Counter-Clockwise ( Split K-fao=11 .40 \ C = 120 ======================== A 13 '0 PT 14 '21 33 Split Head F 0 '0 PE 0 .00 32 17 '2 1 .75 T 13 .0 0 ,00807 PF 0 . 10 2 .28 ' A 13 .0 PT 14 .31 32 43 . 1=11 '40( 14 '31 )~ .5 F 0 .0 PE 8 .80 31 60 '3 1 .75 T 13 '0 0 .08241 PF 1 '07 8 .02 A 13 .0 PT 15 .38 31 44 '7=11 '40( 15 .38 )- '5 F 0 .0 PE 0 .00 30 105 .0 1 .75 T 13 .0 0 .23000 PF 2 .99 13 .97 A 13 .0 PT 18 .37 30 F 0 .0 PE 0 '00 29 105 .0 1 .75 T 13 .0 0 .23000 PF 2 .99 13 .97 A 4 .0 PT 21 .36 29 F 12 . 1 PE 0 .00 28 105 .0 1 .75 1T T 16 '1 0 '23000 PF 3 .70 13 .97 A 5 .0 PT 25 .06 28 F 11 .2 PE 2 .17 ( EL= 5 .00 ft ) 27 105 '0 2 . 12 1T T 16 .2 0 '09193 PF 1 .49 9 .69 PT 28 .71 27 Main Jot . . ARL2 07/09/97 6 : 55am Sheet -U� of Z(p Tri-_ .ate Plumbing , Inc ./ Fire F �tection s Sprinkler Systems Hydraulic Flow Calculations Arlington Business Park. New Warehouse 18932 66th Ave . NE , Arlington WA s Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No ( gpm ) ( inch ) and Dev ( ft ) ( psi/ft ) ( psi ) Ref ( fps ) Notes. Bulk C = 12C --- A 15 .0 PT 41 .57 112 Grid Jct 706 .0=108 .44( 41 .57 )- .5 F 19 .3 PE 0 .00 120 706 .0 4 .33 2VE T 34 .3 0 .09555 PF 3 .28 15 .40 PT 45 .66 121 Top of Riser Riser C = 120 --__- A 15 .0 PT 44 .86 121 Top of Riser F 29 .0 PE 5 .95 ( EL= 13 .75 ft ) 121 706 .0 4 .33 3VE 1B11 T 44 .0 0 .09555 PF 11 .99 15 .40 1B11 = 7 .78# PT 63 .61 122 B .O .R . Under ground C = 140 A 30 .0 PT 62 .83 122 B .O .R . F 23 .0 ICE 0 .00 122 706 .0 4 . 10 1UT1 2UE T 53 .0 0 .09350 PF 4 .96 17 . 16 PT 68 .56 123 Under ground C = 140 A 30 .0 PT 67 .80 123 B .O .R . F 21 .3 PE 0 .87 ( EL= 2 .00 ft ) 123 706 .0 6 .16 1UT1 1GV T 51 .3 0 .01288 PF 0 .66 7 .60 A 0 .0 PT 70 .09 124 250 .0 gpm = Hose F 0 .0 PE 0 .00 124 956 .0 6 . 16 T 0 .0 0 .00000 PF 0 .00 10 .29 PT 70 .09 125 Supply Jct Available flow at 70 .09 psi is 1844 .0 gpm which is 888 .0 gpm from curve . Supply pressure available with 956 .0 gpm flowing is 84 .09 psi , thus system requirement is 14 .00 psi below supply curve . ( 16 .7% ) r. :y�. ��I City of Arlington Building Der' FIRE DEPARTMENT _H . M iT PERMIT# DATE: NAME: td --r-tcll rlS -',-I ` ADDRESS: /��? 2 �, �. LEGAL: BUILDING USE: 1A1P1re.hn.uS;()- OCCUPANCY CLASSIFICATION: A B E F H F172 12.1131 4 1 1 2 1 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 7 I M R S —f U 1.1 1.2 2 3 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected &completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature BuilMormtdchecklist ■ -0 0- ■w ■' in wor—Mmi-MI --Wwr%q-mmmmm w ram do �■-�■"r JkIr ■ aw ipr upa hr, ■ t I p ■ 1 'yaaA '3 d 1 %P I BAN- *! 01-1 4, • tr-. 141) Tr I I Y%, f %L■ . ■ ri n■■ I } !i'1 ■ r�L'. in 1 ■A 1IT jL■ -jW151L 1:6)11 —rl 11 Ili AU IN L-A I ?I I &T t Till - - - - — Prw 1 j TI■ ynfj 1 'qI I + - ■i LU 1 I t I•jEmm1EEI 1 milIw■ln dMiI mail A rmlrlri �rnl �I d IQ,iR IIJJ Eiji j - - — - — •mom'Jt_fl-F1'J ■IILI IFIIILD IiL■ ■I ■■ . in I_ _ I 'RIapla-I ■0.4 in r "y tit' - - - - - - - - - - - y �vmp 111AL M ICJ . ■I II_ I r ,Ir a01ji City of Arlington Building Dep+, ,FIRE DEPARTMENT CHECKLI..r ' PERMIT # `�r1' � � DATE: 06_ NAME• ADDRESS: 1 � a („(d �`� „�_ LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 1 2 3 1 1 2 1 1 2 1 3 1 4 1 5 6 7 I M R S U - 1.1 1 1.2 F2T3 1'r 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR TN Item inspected&completed Site Plan: Approved Denied Signature & Date: Access-Requirements: 5P /0/,_Wquired: Fire lane: � - Sprinkler system: Alarm system: N U Knox Box: Fire extinquishers: pfiV Hydrant: -A # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: � Date: `7 — lgnature BuilMottn\f ebecklist j +M! ' R7 T ■ ■ ■ ■ ■ ■ ■ ! ■ ■ ■ .� . - 1 - LL JppF- �wCL Ln uZ QJLLO �~ ZD 0,0 x _ Ln LL _ W < ■ 11 W x r w U ya ` W W W W w x Z O < zZ M W tL LL 0ZO Z � � ym Q o o O 0 Q < Z� U � c� c p O O p 0 LLI is ZD j d :DN ° � r, � m W = ~ N � N < U v y F j un M u iJ o ZiO0V) �j �L'i � ? J Z 8 ° �v < Q � 3 ° Xo s 00 �o Q = � — OwUwx I F N _ u = u J yy O < _ _ (� F' d �' F+ v) 'V) d ? :] I U '^ �' Z d � � � F• F_ F- Z — < el Z C wcc < ry. F' E': N cc _ 3 c w < edi z "' m u H a v e Z w < ❑ hl�� 11 NJ < < CJZnS F Z E" F F c a cc 0 a C� O i� W w 7 W G ^ r > uQ J � O dLLuwp z- c ' < r5 E� F o t W z e m p° D W c y O wYQ 0� � 1= o z o a x z v J Z Z f 1 m � O uu o r- ° , z o v < m a s O - UpLLUUO � � � U d H F h z > u < QO F 6 zW O O Z !� ❑ Z w Z Lu < ° 5 Fa O < p z > 3 b < ° < < W w U C7 u v O 3 > o Q m < � z m < my "a 2 z V ~ ~ > v u u v'A+J u z J WZZ JZ � UZ < Z < p 2 v W < ce.W = o Z V J ^IL IIi1 0 = O O > _O ° Z a.� d < J D J cW Z W j Q d 3 G J � d 3 l —Cd H N > U > O U in X C: z C G O G G V1 W G > ce Q ❑ - (J� O L1. W N C' 2 d. n Y z v 1,` u o c o OV p z !^ w ❑ J < J ❑ uV < u 3 " = W < C W . < - v 0 u K U 1,` W O Q K - ✓ y < N y W W �n n v v CA v N n �. < O �I�cy Dunk 7 C w w � ❑ - a 9 p > z f (� O m _ LU Y O F co Cd ❑ En d z LLt �d O O O .. H a F a' a, m J z � � p tl z I1 � 1 a off � �_ � Z " I I v a p W a � ��� � o I Z za F ozaZu < Z a Q p 11' I.� m '� ' a p z a d u z a m O /m '.� ° Z Y ❑ LL o m o < 3xa °z = zzo � o � N Q u, F Z e[ F > O y O O C O Z , v F W O �.t; ° r o o Ln Z N Y y T < C S 2 a a u C O „ z n O Z In U 11� J �I �, c(� J 3 ° ' �, Z � F Z z u m W Ul ❑ W 'C qJ < v• .1 p J a�p J - p U 6 Q Z �' z c ! O < J'9-J ? 7 J y C ec O� Z 3 oc W �J J ` J J © < r S J vL , ✓ Y \. O < l� f ' d V > — 7 G J J r O y ^ n U SMOUHV N33M139 S3NIl llV 3131dW0o t