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Plans 8 7 6 5 4 3 2 1 GENERAL NOTES. MECHANICAL DETAILS e N' yy rt, wry mow ALTI16 WTn 11 H { i C IP. =Mk re .I H r V 2,72 r=runrr SM. T r — � , -rte � \� � �\ M) INTAKE UNIT V .� G ...7 ..., elf711 . - \■.* 4 ,,,ANSt° ' MGM i l la i .I W1DD DRY EXHAUST UNIT (34') Q ij - � - ��I 1 ♦, 1010 MUSS F Vg ELECTRICAL DETAILS P N14 Q 1 MISI1 re 0 Mt r W Np sole. MG x! M4 VES n INf KI to N 1Mµ[ 1C,IG1. a — pTCO .12000 UM [A m q 1 - NOr V1L1 INMLNI [ t/[!1 R it O SRGn 01101! R4U RIM TO IL Rte P i0[[T H, 1011 A1C/ f2C41 lL[C0 00010eGLMt I t s X � — — — — — — — — — KEY NOTES E — — — — — — — — — O E UK11. OiV], T CuCT01U. O TOP VIEW —K n.lal¢eer f 4- q A01 )1r1µ1 00 e1 w e O C uu e z uwc .a[r Ktp1M11 D D era ravtli 1 r w[. 121µC nuL7120 Z — 101LLMCI MI OK 1 vat Y CUCT.1 SpSATCO 0001 LINE Aa II1an12 er C >w v2va 001y0 0 — _ _ —y 2 .„,...... 4 , . MA 2 R . [ lm 10 5. 1, av 01 22 x CN (A GLV/MtUl �_'' _ 1 YID d11vt KO01RS lv WC .125.21, m OIrEro C _ �_�� - 1:0 Ail �$ I GIVIUO I. NI 1 If11 n 11 E KET 1 2r1 - 2, O IMP D MALL KC, — aeu ,, eir • -4 - APPIKA C . • tlliiAM ew e0 2 4.2 R1 B I I I IlI'1I11 B sm. MC— 'CM a r¢TCI Wag EX/MUST P001 mow: Pt . aeuer2 FRONT VIEW r r SIDE VIEW it • 1 A 4000 SERIES 3 -STALL A 8 I 7 I 6 I 5 ? 4 I 3 I 2 .I 1 I u i V l u VV NFPA 33. 3/8' = 1' -0' M1 AIR INTAKE TO BE PLACED AT LEAST 26' ABOVE ROOF PENETRATION. 7 8" BURNER INTAKE DUCTING bJ SIMULATED ROOF LI CLASS 1, DIV,11 5' ELECTRICAL CLEARANCE AS REQUIRED BY NFPA 33 34" SPIRAL DUCT k 0 GA. GALVANIZED) - �— (1 :717 INTERIOR STANDARD WALL PANEL: ©� I CLASS 1, DIV 1, OR CLASS 11 2 LAYERS 19 GAUGE GALVANIZED DIVISION 1, WHICHEVEF IS SHEET METAL, WITH 8MM NUT s BULT — — I APPLICABLE CONSTRUCTION AND ROCKWOOL INSULATION I i> INTAKE PRE - FILTERS (CLASS 2) FILTER BA SPERITEX 6/! FR - \T VIEW 3/8' = 1' -0' T. Y T I I 1 1 1 4) I A. a I 1 MAII Nip • : if g 'z N e FANS: <2) MAZORATI BELT DRIVES (TAR18 -182) (2) 7.5 HP INTAKE MOTORS RATED @ 12,000 CFM EA. A T T I VIEW CLASS DI V. 3' ELECTRICAL — —CLEARANCE AS I CE REQUIRED BY NFPA 33. f 3/8" = 1' -0" BY O BY 2 R _i u 34" SPIRAL DUCT I 20 GA. GALVANIZED Up C SIMULATED ROOF LINE ^ 2 DUCTING PENETRATIONS AND PROTECTION OF '------ EXTERNAL 10 H- COMBUSTIBLE ROOF TO BE CONSTRUCTED AS — DIRECT DRIVE REQUIRED BY UFC 4502.5.6.1. (BY OTHERS) _-- MOTOR 7 nt;alfil SIEMENS NON - SPARKING FAN -OFR60 B 14,500 _-3›. hi Iffl ®� J N 'F EXHAUST POST FILTRATION 22 GRFM CLASS 2 MEDIA o® SID- VIEW 3/8' = 1' -0' r TI TIES 4000 SERIES 3 —STALL sar l NITR]BUTop I DVG SQ. I F ��� �KJ �/ G�, C49-/ !/''i'r 6- -003/0 VIKING AUTOMATIC SPRINKLER COMPANY 3245 N.W. FRONT AVENUE PORTLAND, OR 97210 -1509 HYDRAULIC CALCULATIONS FOR ARTISTIC AUTOBODY(PAINT BOOTH #3) TIGARD, OREGON FILE NUMBER:OPT -5488 DATE: AUG 17, 2005 SSC - DESIGN DATA- ; 4: ° OCCUPANCY CLASSIFICATION: PAINT BOOTH DENSITY: .40 gpm /sq. ft. AREA OF APPLICATION: ENTIRE BOOTH COVERAGE PER SPRINKLER: 91.0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 295.9 gpm TOTAL WATER REQUIRED (including hose): 795.9 gpm FLOW AND PRESSURE (@ BOR): 295.9 gpm @ 59.6 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: VIKING AUTOMATIC SPRINKLER COMPANY DESIGN /LAYOUT BY: WAYNE WINSTON /DEREK WITTKOPF CONTRACTOR CERTIFICATION NUMBER: 64837 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030713 ) HRS SYSTEMS, INC. TUCKER, GA 30084 ° SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/17/2005 C: \HASS77 \HASSDATA \ARTISTIC AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) -S 105.0 97.0 2180.0 103.8 795.9 65.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 795.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 295.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) • 1 12.2 K= 7.16 25.9 36.4 2 12.2 K= 7.16 26.0 36.5 • 3 12.2 K= 7.16 26.4 36.8 4 12.2 K= 7.16 27.4 37.5 5 12.2 K= 7.16 26.4 36.8° 6 12.2 K= 7.16 26.5 36.9 7 12.2 K= 7.16 27.0 37.2 8 12.2 K= 7.16 28.0 37.9 Al 12.2 - - - - 30.2 - - - A2 12.2 - - - - 30.8 - - - .A3 12.2 - - - - 33.1 - - - A4 7.0 - - - - 43.3 - - - A5 21.2 - - - - 47.3 - - - -A6 21.2 - - - - 49.1 - - - A7 21.2 - - - - 50.3 - - - A8 7.5 - - - - 56.5 - - - R1 7.5 - - - •- 56.7 - - - , R2 1.0 - - - - 59.6 - - - U1 0.0 - - - - 60.1 - - - U2 0.0 - - - - 65.1 - - - S 0.0 SOURCE 65.2 295.9 _ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/17/2005 C: \HASS77 \HASSDATA \ARTISTIC AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) PIPE DATA 'PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 - 36.4 2.067 PL 8.67 PF 0.1 1 12.2 7.2 25.9 36.4 3.5 120 FTG - - -- PE 0.0 2 12.2 7.2 26.0 36.5 0.014 TL 8.67 PV • Pipe: 2 -72.9 2.067 PL 8.67 PF 0.5 2 12.2 7.2 26.0 36.5 7.0 120 FTG - - -- PE 0.0 3 12.2 7.2 26.4 36.8 0.052 TL 8.67 PV Pipe: 3 -109.7 2.067 PL 8.67 PF 1.0 3 12.2 7.2 26.4 36.8 10.5 120 FTG - - -- PE 0.0 4 12.2 7.2 27.4 37.5 0.112 TL 8.67 PV Pipe: 4 - 147.2 2.067 PL 4.34 PF 2.8 4 12.2 7.2 27.4 37.5 14.1 120 FTG T PE 0.0 Al 12.2 0.0 30.2 0.0 0.192 TL 14:34 PV Pipe: 5 -36.8 2.067 FL 8.67 PF 0.1 5 12.2 7.2 26.4 36.8 3.5 120 FTG - - -- PE 0.0 • 6 12.2 7.2 26.5 36.9 0.015 TL 8.67 PV Pipe: 6 -73.7 2.067 PL 8.67 PF 0.5 6 12.2 7.2 26.5 36.9 7.0 120 FTG - - -- PE 0.0 7 12.2 7.2 27.0 37.2 0.053 TL 8.67 PV Pipe: 7 -110.9 2.067 PL 8.67 PF 1.0 7 12.2 7.2 27.0 37.2 10.6 120 FTG - - -- PE 0.0 8 12.2 7.2 28.0 37.9 0.114 TL 8.67 PV Pipe: 8 -148.7 2.067 PL 4.34 PF 2.8 .8 12.2 7.2 28.0 37.9 14.2 120 FTG T PE 0.0 A2 12.2 0.0 30.8 0.0 0.196 TL 14.34 PV Pipe: 9 -147.2 2.63 PL 10.50 PF 0.6 Al 12.2 0.0 30.2 0.0 8.7 120 FTG - - -- PE 0.0 A2 12.2 0.0 30.8 0.0 0.059 TL 10.50 PV Pipe: 10 -295.9 2.635 PL 6.50 PF 2.3 A2 12.2 0.0 30.8 0.0 17.4 120 FTG E PE 0.0 A3 12.2 0.0 33.1 0.0 0.214 TL 10.80 PV Pipe: 11 -295.9 2.635 PL 7.00 PF 8.0 A3 12.2 0.0. 33.1 0.0 17.4 120 FTG 2E2T PE 2.3 A4 7.0 0.0 43.3 0.0 0.214 TL 37.20 PV Pipe: 12 - 295.9 2.635 PL 23.00 PF 10.2 A4 7.0 0.0 43.3 0.0 17.4 120 FTG 2ETB PE -6.1 A5 21.2 0.0 47.3 0.0 0.214 TL 47.40 PV Pipe: 13 -295.9 4.026 PL 66.00 PF 1.8 A5 21.2 0.0 47.3 0.0 7.5 120 FTG - -- PE 0.0 A6 21.2 0.0 49.1 0.0 0.027 TL 66.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/17/2005 C: \HASS77 \HASSDATA \ARTISTIC AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. • NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 14 -295.9 4.026 PL 25.00 PF 1.1 A6 21.2 0.0 49.1 0.0 7.5 120 FTG T PE 0.0 .A7 21.2 0.0 50.3 0.0 0.027 TL 41.00 PV Pipe: 15 -295.9 6.065 PL 29.00 PF 0.4 7A.7 21.2 0.0 50.3 0.0 3.3 120 FTG 2E2T PE 5.9 AS 7.5 0.0 56.5 0.0 0.004 TL 99.00 PV Pipe: 16 -295.9 6.065 PL 30.00 PF 0.1 A8 7.5 0.0 56.5 0.0 3.3 120 FTG E PE 0.0 R1 7.5 0.0 56.7 0.0 0.004 TL 40.00 PV Pipe: 17 -295.9 6.065 PL 6.50 PF 0.1 R1 7.5 0.0 56.7 0.0 3.3 120 FTG BA PE 2.8 R2 1.0 0.0 59.6 0.0 0.004 TL 34.50 PV Pipe: 18 • -295.9 7.980 PL 15.00 PF 0.0 • . R2 1.0 0.0 59.6 0.0 1.9 140 FTG E PE 0.4 U1 0.0 0.0 60.1 0.0 0.001 TL 37.00 PV Pipe: 19 FIXED PRESSURE LOSS DEVICE U2 0.0 0.0 65.1 0.0 5.0 psi, 295.9 gpm U1 0.0 0.0 60.1 0.0 Pipe: 20 -295.9 7.980 PL 115.00 PF 0.1 U2 0.0 0.0 65.1 0.0 1.9 140 FTG T2FG PE 0.0 S 0.0 SRCE 65.2 (N /A) 0.001 TL 190.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 38030713 granted by HRS Systems, Inc. 4792,LaVista Road 4 Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.4 ft /sec at pipe 12. • (4) PIPE FITTINGS TABLE Pipe Table Name: VIKINGFM.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8 /17/2005 C: \HASS77 \HASSDATA \ARTISTIC AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F B G C A D U Ell Tee 45e11 Bfyvlv Gatvlv Chkvlv Aimvly Dryvlv Udelug V R Viccup Runtee 2.067 5.00 10.00 2.00 8.00 1.00 10.00 10.00 0.10 18.00 2.00 2.00 • 4.026 6.80 16.00 3.40 12.00 2.00 13.00 13.00 5.90 33.00 2.00 2.00 6.065 10.00 25.00 5.00 8.00 3.00 20.00 20.00 48.00 33.00 2.00 2.00 PAGE: B MATERIAL: SCH10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F B G C A D U Ell Tee 45e11 Bfyvlv Gatvlv Chkvlv Almvly Dryvlv Udelug V R " Viccup Runtee 4 . 2.635 4.30 10.80 2.20 5.00 1.00 6.00 10.00 0.10 29.00 2.00 2.00 • PAGE: D MATERIAL: DUCTL HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F G C Ell Tee 45E11 Gatvlv Chkvlv 7.980 22.00 47.00 12.00 4.00 14.00 • • • O W WATER SUPPLY ANALYSIS y ,. 120.0 Static: 105.00 psi Resid: 97.00 psi Flow: 2180.0 gpm , 1-1 A LEGEND m t� • • `J Available pressure yy N 1 103.76 psi @ 795.9 gpm H 0 Required pressure H r 100.0 2 65.23 psi @ 795.9 gpm —' A. Source Supply Curvy H G • B. System Demand Curve n C) • to A b i m U y X 7d G 0 m v a m E 80.0 d ,i N VI P b R m H VJ i< 2 d S cz H s '60.0 — O �� U x % d R • x/ w H ' E m Hr H H ( 4 0 .0 P j H s O t7 aJ K: 1 C> to • H 20.0 0 z H � tr! 0 0.0 B • W d cu rri -14.7 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/17/2005 C: \HASS77 \HASSDATA\ ARTISTIC. AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) WATER SUPPLY CURVE 108+ *\ \ \ \\ 1 0 \ \ \ \\ I \ \ \ \\ 99+ \ \ \ \\ I * < -97.0 psi @ 2180 gpm I Flow Test Point 90+ • 81+ P 72+ R I E w I S I X S 63+ U I . R 1 E I 54+ ( I P S I I 45+ I 36+ 27+ 1 1 18+ LEGEND I X = Required Water Supply 1 65.23 psi @ 795.9 gpm " 9+ I 0 = Available Water Supply " I 103.76 psi @ 795.9 gpm i 1! 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/17/2005 C: \HASS77 \HASSDATA \ARTISTIC AUTOBODY(PAINT BOOTH 3).SDF JOB TITLE: ARTISTIC AUTOBODY(PAINT BOOTH 3) 'Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor • TYP NODE 8.00 7.00 1.049 1.00 3ET 12.00 120.00 7.16 0 0 w - ry t X000 BERIE5 PREPS CTOF , I � p YYrh ' Ta k ` o. h r ie ',, , Prep stations and CTOF models are constructed of galvanized steel coated with vinyl A' (white interior/blue exterior). Typical construction features 2 -1 q" insulated wall panels, tubula steel framing or unitized design on specific models. Exterior wall panels are standard for better airflowcontainment, but curtain walls are available on request. Entrance, exit and dividing curtains are included. Bifold doors, as well as electric roll -up doors are available as optional equipment. All models feature make -up air with optional heat and control systems. Indirect -fired heat systems feature the Total Control system for maximum performance and energy efficiency. Both heated and non - heated units incorporate Nova Veda's variable frequency drive (VFD) for pressure control. This eliminates inefficient and expensive to maintain pressure control Czr d systems that have become obsolete. Direct -fired heat systems are also available �' .but will not provide the important energy- saving recirculating benefits featured on non - enclosed `5 models. Standard indirect -fired make -up air units feature forward curved, dual inlet, low noise g fan(s) and incorporate a stainless steel heat exchanger with heat generated from a Power fill Flame burner. Power Flame burners are utilized for their reliability and nationwide parts and i service support. ON The exhaust extractor(s) utilizes backward incline (turbine) fan(s) for maximum static O, performance. This design is also easy and convenient to service should fan maintenance be required. Energy efficient class 1, division 2, lighting with inside access is standard on all models. Many optional lighting packages are available. Consult your local distributor or sales representative for full details on models to meet your specific requirements. [ 24'-3 3/8' 35- MP j 4000 Series Features: . - I F • Lights position in upper hip or M/ gable running horizontally WIN side to side. • PIII b Q • Length /depth is limited to 20' ©; 4 j • Widths are available in var- — ;; ious standard sizes. • I I ,. ""'' NO 7 f J I 7 1 . 4c] — IL0E10 , lig r. 0 1 -t ro34 ......■- ....... , 7 1 _ _ � � ■ i t 111 4 � I l tlfil A s „vm; ;,n o�sa _ _�--- q I h a '° tai ., 1 1 1_ ./ ,� #" � ..j r� .-�. -. _'.r. I t I T - --` � • • • • ®� I - ,, • • f y . ,,,, p \\ /ji ...au ? .1 ✓ ✓✓ 1 l lfti 4. i I ' ' ,. '-.-----•-;-::- - ' . -,,,,:.,.„,,.,,,--, C Lj L , e 7-,„,,..,,,.,-. ' i�' i'' y ��N �. is iS: -r. r7 p Y+ i ":. 3 e4 7 .:. f - l ya titer. Z & • F - -. / 1 /,,,, ....„. • i� ) t per,. `4;t : H t K hs ai : r L 7 t s s E :.y, ♦mot` 4, ', ',.,' '.1 n - 1 "+ #&3 . :: I. • a.3